Structural · A-AAENF

Template Detail - 3/8" Thick A36 Steel

Materials

Concrete Reinforced Concrete Steel Masonry / CMU Glass / Glazing

Elements

Foundations / Footings Bracing Anchors / Embeds Connections / Plates Reinforcing

Connections

Base Plate / Anchorage HSS Connection Bracing Connection Welded Connection Bolted Connection Embed Plate

About this detail

An HSS 8x8x5/16 steel tube frame assembly with a twenty-foot-zero-inch overall width and a twenty-one-foot-six-inch overall height features an seventeen-foot-six-inch center-to-center dimension. Foundation and anchors meet or exceed ASTM F1554 Grade 36 specifications, set with non-shrink grout under base plates. A three-eighths-inch thick A36 steel template measures one-foot-four-inch by one-foot-two-inch with one-and-five-sixteenth-inch holes, paired with a one-and-one-quarter-inch thick base plate detail.

20'0" 21'6" OAH 17'6" C-C TEMPLATE, SEE DETAIL BASE PLATE SEE DETAIL HSS 8X8X5/16 STEEL TUBE GRADE NON-SHRINK GROUT UNDER BASE PLATES FOUNDATION AND ANCHORS BY OTHERS - ANCHORS DESIGNED TO MEET OR EXCEED F1554 GRADE 36 MESH PANEL MIN 50% OPEN 4'0" 1'4" 1'4" 1 5/16" 1'2" 1'6" 1 3/8" HOLES FOR 1 1/4" ANCHORS 1'2" 7" 7" 3" DESIGN SPECIFICATIONS: ALL DESIGNS DETAILING FABRICATION AND CONSTRUCTION SHALL CONFORM TO: 2018 IBC ACI 318-08 AISC AMERICAN WELDING SOCIETY LOCAL BUILDING CODES & ORDINACES CONCRETE 2500 PSI @ 28 DAYS STEEL PIPE SECTION: ASTM A53 TYPE E GRADE B OR ASTM A252 GRADE 2 (Fy=35 KSI) HSS ROUND SECTION: ASTM A500 GRADE B (Fy=42 KSI) HSS SQUARE/RECTANGLAR SECTION: ASTM A500 GRADE B (Fy=46 KSI) ANCHOR BOLTS: ASTM F1554 GRADE 36 U.N.O. (ALTERNATES GRADE 55 & 105) CONNECTION BOLTS: ASTM A325 STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES & PLATES ASTM A36 REINFORCING: GRADE 60 ASTM A615 PROVIDE A MINIMUM OF THREE INCHES OF CONCRETE COVER OVER EMBEDDED STEEL THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS & METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE ALLOWED WITHOUT THE ENGINEER'S APPROVAL. WELDING ELECTRODES: E70XX ALLOWABLE SOIL BEARING PRESSURE ASSUMED AT 300 PSF/FT OF DEPTH. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH. FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. THE SOIL BEARING CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. IF ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS LESS THAN THE ABOVE ASSUMED AND/OR CALCULATED PRESSURES, THE ENGINEER SHOULD BE CONTACTED FOR RE-EVALUATION. EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE. WELDERS SHALL BE CERTIFIED FOR THE TYPE OF WELDING. ADEQUATELY BRACE POLE(S) UNTIL CONCRETE HAS SET UP FOR 14 DAYS. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS FURNISHED BY OTHERS. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, BY OTHERS. TEMPLATE DETAIL - 3/8" THICK A36 STEEL 1 1/4" THICK BASE PLATE DETAIL SHEET: 1 OF 1 DWN BY: ARS DWG NO: 358171 LOCATION PROJECT# 358171 Peterbilt- Sparks, NV REV: TOLERANCE UNLESS NOTED .xxx +/-.0625 .xx +/-.125 .x +/-.25 x. +/-.5 ANGLES +/-2 ° A DATE: 3/22/22

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