Endwall Framing
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PF0010PE – PRIMARY & ENDWALL FRAMING COLUMN LAYOUT INFORMATION This page is intended to show basic terminology and standard column locations to assist you in communicating specific needs for quotes and orders. Knowing this information can save both time and cost by allowing us to serve you in the most effective way. LEW REW FSW BSW Standard post & beam corner column orientation is shown. However, based on building requirements, this column will sometimes be rotated 90. = LEFT ENDWALL =RIGHT ENDWALL = FRONT SIDEWALL = BACK SIDEWALL A = Girt offset as defined on the order documents. LAST...

1. Standard Endwall Framing is “Post and Beam”, which utilizes straight-section columns and continuous rafters. Cold-formed material is standard when applicable. Built-up material can be specified at additional cost. Cold-formed columns have welded base and cap plates. 2. Bypass girt condition is standard at a post and beam endwall with 25’-0” column spacing. Inset and Flush girt condition is standard with 20’-0” column spacing. If you have questions about the most efficient layout, please contact the Nucor Estimating Department. “Bypass” is recommended at masonry conditions. 3. Using the...

EF0045PE – STANDARD BYPASS ENDWALL COLUMN SPACING CHART LAST REVISION DATE: 04/12/02 BY: CDM CHK: RJF DETAIL NAME IF APPLICABLE EF0045PE.DWG

EF0050PE – STANDARD INSET AND FLUSH ENDWALL COLUMN SPACING CHART LAST REVISION DATE: 04/12/02 BY: CDM CHK: RJF DETAIL NAME IF APPLICABLE EF0050PE.DWG

STANDARD ENDWALL BRACING The following is for standard endwall bracing on the post and beam condition: 1. Endwall X-bracing is required to maintain frame stability. 2. The standard location is between the first and second interior endwall columns. The standard X-bracing system is made with rod braces and/or cable braces. 3. The chart below defines the number of endwall brace locations required. 4. Bracing is full height as a standard. At mezzanine systems or at very tall buildings, bracing is tiered. 5. “T”-plates can be used to avoid interference of bracing with walkdoors adjacent to...