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SAFEBASE STABILIZER SYSTEM INFO effl wAso <br /> S. F <br /> MIN YIELD MIN TENSILE a <br /> .1> It46 N <br /> PART DESCRIPTION COMMENTS STRESS, Fy STRESS, F„ ~r . �,�y' /011 <br /> r . SFA Design Group.ur <br /> ASTM A36 R1/2x6x0'-6" W/ (4) %"0 HOLES W/ WELDED WOOD BEAM 36 KSI 58 KSI P w d,ORI ,wA <br /> TOP R. 11/4"0x11/2" IPS SCH 40 ASTM A53 PIPE CONDITION 30 KSI 48 KSI v'q � os, �o AV <br /> F;( (Mid111 .w d4bm <br /> 11/0"-7x12" ASTM A193 GRADE B7 THREADED ROD W/ SSjONAL # <br /> THREADED ROD 1 4/40" 75 KSI 125 KSI <br /> 1 -7 ASTM A194 GRADE 2H HEX NUT I-- <br /> HSS 4x4x3/16x0'-4" ASTM A500 GRADE B/C HD GALV PER ASTM EXPIRES: 12/24/24 0 <br /> 50 KSI 65 KSI 0 <br /> THREADED CAP A123 W/ WELDED Z3/4x4x0'-4" ASTM A36 & 11/4"4-7 ASTM 194 36 KSI 58 KSI Z a <br /> GRADE 2H HEX NUT — D <br /> R1/4x6x0'-6" ASTM A36 W/ (2) HOLES W/ WELDED HSS 36 KSI 58 KSI c ' <br /> BASE 4x4x3/16x0'-2" ASTM 500 GRADE B/C HD GALV PER ASTM A123 50 KSI 65 KSI Q 0O <br /> BEAM CRADLE ASTM A36 BENT R3/16x11/2Hx31/2Wx0'-37/8"L W/ WELDED 36 KSI 58 KSI 0- 9 <br /> 11/4"%x11/2" IPS SCH 40 ASTM A53 PIPE 30 KSI 48 KSI LLI LI- <br /> HSS 3x3x1/4x1'-0" ASTM 500 GRADE B/C HD GALV PER ASTM 50 KSI 65 KSI W N <br /> BEAM SPLICE C'3 > <br /> A123 W/ WELDED 11/4"0x11/2" SCH 40 ASTM A53 PIPE 30 KSI 48 KSI Z z Q a) <br /> 3/16" HIGH DENSITY POLYETHYLENE SHELL (21"SQ BASE) 0 Z co <br /> LIGHTFOOT 15 PCF POLYURETHANE (F'c=470-510 PSI) 3.375 KIPS MAX Q �- Q <br /> BASE 10 PCF POLYURETHANE (F'c=285-310 PSI) 0 W O w <br /> 3.5 PCF POLYURETHANE (F'c=55-60 PSI) zp r <br /> 3/16" HIGH DENSITY POLYETHYLENE SHELL (27"SQ BASE) D D N > <br /> LIGHTFOOT XL 15 PCF POLYURETHANE (F c=470-510 PSI) 6 KIPS MAX O U <br /> BASE 10 PCF POLYURETHANE (F'c=285-310 PSI) Li... Z <br /> 3.5 PCF POLYURETHANE (F'c=55-60 PSI) >- WW <br /> STEEL BEAM HSS PER PLAN - ASTM A500 GRADE C HD GALV PER ASTM A123 50 KSI 62 KSI WI <br /> ASTM A500, GRADE B/C HD GALV, PER ASTM A123 W <br /> MAIN TUBE 1 1 50 KSI 65 KSI CC <br /> HSS 3 /2x3/2x11GA J <br /> NOTE: Q <br /> 0 <br /> INSTALL PER MFR RECOMMENDATIONS <br /> GENERAL NOTES <br /> r <br /> REVISIONS <br /> PROJECT NO: <br /> MFR22-280 <br /> DESIGNED BY: <br /> BE <br /> DRAWN BY: <br /> BE <br /> CHECKED BY: <br /> CITY OF V R TT JLD,CVR <br /> PERMIT <br /> � tg i DATE: <br /> RE jI " °4" D� FOR PE 02.24.2023 • <br /> SHEET NO: <br /> S 1 .3 <br />