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Project: 1 12 1 1/2 Dt EV CANOPIES HSS PURLINS SPACED @ 5'-0" C/C 3 W16x67 HSS7x4x16 PURLINS SPACED BEAMS @ 5'-0" C/C TYP. MAY BE FLUSH BOLTED OR TOP MOUNTED Weston & Sampson Engineers, Inc. 55 Walkers Brook Drive, Suite 100 BUILT-UP WIDE FLANGE COLUMNS, Reading, MA 01867 978.532.1900 800.SAMPSON FLANGE THK: 13 16" 24'-0" www.westonandsampson.com WEB THK: 21" 12'-8" Dt:1'-6" 10'-11" Consultants: Db:2'-0" FOUNDATION PER SCHEDULE FINAL TO BE AT FROST DEPTH Complete Structural Consulting 9880 Westpoint Drive, Suite 100 Indianapolis, IN 46256 317.468.2004 Db WIDE FLANGE BEAM N 24'-0" W E 24'-3" S SECTION CUT 2 SCALE: 1/2" = 1'-0" 20 0 10 20 96'-0" 1" = 20' (IN FEET) F1 TYP. 3'-0" 3" 24'-0" (4)ø1 1/2" ANCHOR RODS, 20" EMBEDMENT 13'-0" 3" 2'-6" 2 3/4" BASE PLATE No. Description Date Revisions Seal: TYP. 1/2 DRAFT 24'-0" Issued For: 6'-6" 6'-6" REVIEW (NOT FOR CONSTRUCTION) P:\24.0812 EV Canopies (WSE)\04 DWGs & MODELS\_CSC DRAWINGS\EV Canopy_Shareable.dwg Issued Date: 12/12/2024 13'-0" Drawn By: RRK Reviewed By: ASK Approved By: ASK FOUNDATION PLAN VIEW W&S Project No.: 3 SCALE: N.T.S Drawing Title: 5'-0" 5'-0" 5'-0" 5'-0" PULL IN PARKING STRUCTURAL SCHEDULE STEEL WEIGHT REINFORCING REINFORCING TOP / FTG. MARK SIZE (L x W x T) NOTES PLAN VIEW (LBS) (TOP) (BOTTOM) ELEVATION 1 SCALE: 3/16" = 1'-0" 4,800 PER BAY FURTHER BORING REQUIRED AND Sheet Number: F1 (INCLUDES 13'-0" x 13'-0" X 2'-0" (10) #5 EA. WAY (22) #5 EA. WAY 100'-0" SOIL CONDITIONS TO BE CONFIRMED PURLINS) PER LOCATION S200 Page 16 of 359