1000 SE EVERETT MALL WAY EXTERIOR BASE FILE 2025-10-22

Project: Everett Mall Canopy Job Number: 23-695 Sheet: of Name: LAH Structural Solutions Originating Office: Tacoma Date: 09/27/21 MATERIALS CONCRETE Footings/Piles 3000 PSI Columns: 4000 PSI Slabs/Walls: 4000 PSI Beams: 4000 PSI REINFORCING Steel Grade = 60 fy = 60 KSI STRUCTURAL STEEL W-Flange Beams, ASTM A992 fy = 50 KSI Shapes & Plates ASTM A36 fy = 36 KSI Pipes ASTM A53, Grade B fy = 35 KSI HSS Rect. ASTM A500, Grade C fy = 50 KSI HSS Round ASTM A500, Grade C fy = 46 KSI MASONRY ASTM C90 fm = 1900 PSI SOLID GROUTED GLULAM BEAMS Simple Spans Cantilevers 24F-V4 Grade = 24F-V8 1.80E+06 PSI E = 1.80E+06 PSI 2400 PSI Fb (soTTOI,,i) = 2400 PSI 1850 PSI Fb (TOP) = 2400 PSI 240 PSI Fv = 240 PSI SCL PRODUCTS 2x SCL 19P' SCL 3'/2, 5'/4 SCL E = 1.30E+06 PSI 1.80E+06 PSI 2.00E+06 PSI Fb= 1700 PSI 2600 PSI 2900 PSI F� = 285 PSI 285 PSI 285 PSI F� = 1400 PSI 2400 PSI 2600 PSI FRAMING LUMBER Joists & Studs 2x DF #2 2x HF #1 E = 1.60E+06 PSI 1.50E+06 PSI Fb = 900 PSI 975 PSI F� = 180 PSI 150 PSI F� = 1350 PSI 1350 PSI - Beams & Headers 4x DF #2 4x HF #1 6x DF #1 E = 1.60E+06 PSI 1.50E+06 PSI 1.60E+06 PSI Fb = 900 PSI 975 PSI 1350 PSI F� = 180 PSI 150 PSI 170 PSI Posts & Timbers 6x DF #1 - - E = 1.60E+06 PSI - F� = 1000 PSI - Design Criteria - IBC2018 - Revised 04/12/21 23695 Design Criteria 2023-09-27 lah(Materials)