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NOTES <br /> 1. PLATES SHALL BE 5083 H116 PER ASTM B928. MINIMUM REQUIRED YIELD STRENGTH <br /> Fy= 31 KSI. <br /> PL3/8 W/NON-SKID SURFACE 2. STRUCTURAL SHAPES SHALL BE 6061-TB PER ASTM B211 OR ASTM B308. MINIMUM <br /> 6'-0" x S-5 1/4" REQUIRED YIELD STRENGTH Fy= 35 KSI. <br /> FIELD VERIFY WIDTH PRIOR TO FABRICATION 3. SUBMIT SHOP DRAWINGS INCLUDING WELDING AND FASTENER AND PRODUCTS <br /> CL CL CL INFORMATION FOR REVIEW. <br /> A GRATING SPANS THIS R3/8", 2 PLACES 1 1/2" x 3/16" 15-SG-4 <br /> XX1.1-MB DIRECTION, PL3/8 NOT SHOWN ALUMINUM BAR GRATING 4. ALL WELDING FOR ALUMINUM STRUCTURES SHALL CONFORM TO AWS D1.2 - 2014 <br /> _ _ _ _ _ AA RT6x3x3 16 STRUCTURAL WELDING CODE - ALUMINUM. <br /> CL - - - - —� - - 5. WELD FILLER MATERIAL SHALL BE ALLOY 5183, 5356 OR 5556 PRODUCED IN <br /> — — — — — — — — — — — — — — — — CONFORMANCE TO AWS A5.10/A5.10M. MEMBERS WITH WALL THICKNESSES LESS THAN <br /> I I <br /> 0.375" MAY BE WELDED WITH FILLER MATERIAL ALLOY 4043, 5554 OR 5654 <br /> ^ kj3 16 PRODUCED IN CONFORMANCE TO AWS A5.10/A5.10M. <br /> ^ TYP ON WEB <br /> i <br /> BL TYP ON TOP AND <br /> XX1�1-MB (3/16) BOT FLANGE <br /> N a o o SECTION <br /> xco <br /> A SCALE: 1 1/2" = 1-0' XX1.1-MB <br /> a < a ¢ a <br /> L1 1/2"x3/16", 2" LONG <br /> GRATING PL3/8 <br /> N <br /> N <br /> AA RT6x3x3 16 <br /> — - - — -- - - - - - - 2" SCHED40PIPE ' <br /> (4) PLACES 6 <br /> 1'-6" 1'-6" 1'-6" 1'-6" <br /> 1/2" SCHED 40 PIPE x 3" LONG <br /> 3/4" x 3/8" FB x 4" LONG <br /> 12 , PLAN - DECK PIT BRIDGE CS6 B SECTION D XX1.1-MB <br /> SCALE: 1 1/2" = 1'-0" <br /> 3/8-16 UNC COIL THREAD INSERT <br /> 7/16" LONG, (4) PLACES 2 1/2" <br /> I I I <br /> I I <br /> I <br /> 01 1/4 THRU ALL <br /> I i I I I � \ � I I 01/2°, THRU ALL, (2) PLACES <br /> IIII I <br /> !y <br /> N /4 <br /> I 6 <br /> TIC <br /> I I <br /> I <br /> 7 <br /> PL3/8, TYP PL1/4 <br /> 1 1/4" <br /> 2 1/2" 2" 07/8", THRU 5„ <br /> 3 1/2' 4" <br /> DETAIL DETAIL DETAIL <br /> 3 SCALE: 3 = 1-0 SCALE: 3° = 1 0 <br /> TYP, (10) PLACESS <br /> 2 SCALE: = 1 TYP, (4) PLACES TYP, (2) PLACES <br /> G NO. DATE REVISION KEY PLAN '" MCOB MAINTENANCE IMPROVEMENTS DRAWN: GM PROJECT NO:20-002 <br /> 1 6y�a��• 9y s 1 <br /> g: FACILITIES MASTERPLAN PHASE 3A DESIGNED: OZ DATE: APRIL13,2021 <br /> 7100 HARDESON ROAD,EVERETT WA 98203 CHECKED: TAH 76#2021-011 <br /> 1601 5th Avenue,Suite 1600 �efs ' DRAWING NO.: <br /> Seattle,WA 98101 ""a1 sL <br /> 2www22.58 m ylvlz,=t STRUCTURAL PLAN AND SECTIONS Page 269of363 M E 1 .2-MR <br /> V <br />