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68-9,326 <br />REV. <br />CHANGE <br />BY <br />DATE <br />1 <br />REF. <br />SUPPORTASASSEEMMBLY <br />a <br />Oa <br />O <br />ENDCAP LOWE <br />SUPPORT ASSEMBLY <br />O <br />I <br />Q <br />4' 0" ( 8'-0" <br />C'.----____ <br />8' 0" <br />48'-0" <br />DIGITAL DISPLAY <br />SPARE PARTS BOXES <br />ON PRIMARY TUBE -- <br />MOUNTED FRAME <br />(41(3 ie" ANGLE) <br />8' 0" <br />• <br />8' 0" <br />t <br />___ --— <br />;c <br />42" DIA. x .500 WALL <br />COLUMN PIPE <br />• / <br />• 'a,:• — r <br />: -.. <br />14 <br />,. • .\ �. <br />- \ / <br />' P' a �- J" //�\/\ <br />to <br />o <br />I a <br />ALTERNATE DRILLED FOOTING: <br />60" DIA. x 22'— 0 " DEPTH. <br />42" DIA x .500 WALL <br />COLUMN PIPE <br />60" DIA. <br />DRILLED FOOTING <br />`i\`i '. .. <br />:4. <br />a A. <br />N * \\> ' <br />6" <br />TYP <br />1' DUI (16) BOLTS <br />48" <br />BOLT CIRCLE <br />54" <br />8' 0" <br />,W10x19/ UPRIGHTS <br />REAR WALKS <br />TORSION TUBE <br />REBAR: /6 REBAR RING AROUND PERIM& ILK <br />OF FOUNDATION—(2)TOP & (2)BOTTOM <br />LOCATED AS SHOWN <br />' DUI x .375 WALL <br />PRIMARY TUBE <br />1"THKCAP <br />PLATES <br />THK GUSSETS <br />PRIMARY TUBE CONNECTION <br />4'-0"-- <br />1.-7" <br />REF. <br />SHEET METAL COVERED <br />/—END FIJ,:iE FORSTRETCH V7NYL <br />REAR WALKWAY ACCESS <br />LADDER ASSEMBLY <br />L2x2x1/4 ANGLE <br />END AROUND BRACE <br />7S 4 x 4 x 1/4 WALL A500 GRD B <br />SO TUBE SAFETY ARM x 42" LONG <br />WELDED TO UPRIGHT BEAM. (7YP) <br />0,0 <br />REAR WALKWAY LADDER <br />LOWER REAR WALKWAY <br />i" DIA. BOLT (7YP <br />TT— <br />t t_ <br />N <br />,1 <br />N <br />/8' BOLTS <br />(8)/CONN <br />W10 x 191 12 x 19/ <br />UPRIGHT SADDLE <br />UPRIGHT TO SADDLE CONNECTION <br />END AROUND <br />WALKWAY <br />END AROUND WALKWAY TO REAR LADDER <br />PLAN VIEW OF FOUNDATION <br />*in <br />2'-- <br />W6x9# BEAM <br />UPPER SUPPORTS <br />W10x19/ BEAM <br />UPRIGHTS <br />BOLTS <br />8)/CONN <br />W12x19/ BEAM <br />SADDLES <br />L <br />BOLTS <br />4)/CONN <br />i'-0" <br />11 1 <br />i <br />HOIST POINT <br />FRAMES B&E <br />WATCHF7RE DIGITAL DISPLAY <br />(APPROX. WT. 8,000j) <br />TO BE VERIFIED <br />io <br />BOLTS <br />2)/CONN <br />BOLTS <br />2)/CONN <br />N <br />h <br />TYP. CROSS SECTION VIEW <br />MIA <br />SECTION A A <br />ACCESS WALKWAY HAND RAIL SECTION <br />ATTACH ANGLES <br />END CAP <br />NARROW END <br />(2)i"BOLTS <br />TYP <br />" BOLTS <br />TYP <br />END CAP ATTACHMENT (NARROW END) <br />TYP 5/1 <br />20" DUI x .500 WALL <br />TORSION TUBE <br />i' THK GUSSETS <br />" THK PLATE <br />x 62# BEAM <br />I _ <br />SQUARE �'r- <br />iiiIIi=�i�ii <br />(12) 1" DIA BOLTS <br />TORSION TUBE TO PRIMARY TUBE CONNECTION <br />UPRIGHT BEAM <br />TYP <br />1/4 <br />j—W6x9i BEAM <br />WALK SUPPORTS <br />ai <br />DIA BOLT <br />(2) PER CONN. <br />THK PLATE <br />W/ GUSSET <br />REAR WALK SUPPORT <br />W10 x 19f <br />W6 x 9/�,i <br />r�+�y <br />(4) i" DIA. BOLTS <br />L4x3xiANGLE x 412' <br />LONG WITH 5" THK GUSSET <br />BETWEEN BOLT HOLES. <br />W6 x 12{ <br />SUPPORT TO UPRIGHT CONNECTION <br />WATCHFIRE DIGITAL <br />DISPLAY 0 8,000,E <br />TO BE VERI <br />W6x9 BEAM WATCHFIRE DIGITAL <br />FRT WALK SUP'TS DISPLAY O 8,000/ <br />W6x 1 21 BEAM 173 BE VERIFIED <br />CAM ARM SUP7S <br />ACCESS WALKWAY WITH <br />42" HIGH RAILING <br />COLUMN MUST BE INSTALLED SO THAT <br />LADDER IS ORIENTED AS SHOWN HERE. <br />WALKWAYS: L4x3x1/4 ANGLE FRAME WITH <br />3.04/SQ FT EXPANDED METAL GRATING <br />PLAN VIEW <br />27'—.3 <br />54'-10k. <br />(2) 1" BOLTS <br />END CAP <br />SUPPORT <br />BRACKET <br />LIVE SIGN AREA= 14ft x 48ft=672sqft <br />SPECIFICATIONS: <br />1. STEEL ROLLED "W" BEAM SECTIONS: ASTM A992 ALL OTHER <br />STEEL ROLLED SECTIONS: ASTM A36 <br />2. PIPE SECTIONS: A.P.I. 5L X52 <br />3. BOLTS: MINIMUM 1/2" DIAMETER UNC. ALL BOLTS GRADE <br />F3125 A325 UNLESS OTHERWISE SPECIFIED. <br />4. CONCRETE: 3000 P.S.I. 0 28 DAYS. <br />5. HORIZONTAL SOIL PRESSURE: 300#/FT2/FT. <br />6. THIS DESIGN MEETS THE REQUIREMENTS OF THE 2018 <br />INTERNATIONAL BUILDING CODE FOR 115 M.P.H. (3 SEC GUST) <br />WIND SPEED, RISK CATEGORY II, AND EXPOSURE "C': <br />7. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS STANDARDS <br />USING E-70 ELECTRODES. <br />8. ALL WALKWAYS TO HAVE SAFETY CABLES <br />9. REINFORCING BAR: ASTM A-615 GRADE 60 (REBAR IS NOT <br />REQUIRED IF FIBER REINFORCED CONCRETE IS USED.) <br />10. WIND LOADING EXCEEDS SEISMIC LOADING. <br />11. DESIGNED FOR WEIGHT OF (2) DIGITAL UNITS 0 7,000#/EA. <br />END CAP <br />WIDE END <br />i" J—BOLT <br />END CAP ATTACHMENT (WIDE END) <br />TORSION TUBE (TYP) <br />20" DIA x .375 WALL <br />61r4" <br />(2) i" BOLTS <br />HOFFMAN ENGINEERS L.L.C. <br />P.O- BOX 420 <br />PARAGON, INDIANA 46166 <br />317-443-1901 <br />leve@1hofflren engineers. <br />"GLOBAL COMMITMENT WITH <br />A MAIN STREET ATTITUDE" <br />D7/2‘/1 c) 1 <br />PROF£ .S10NAL FNGINEER <br />l HEREBY CER7Fr mir 1l4S RAM SPECUxAnON aR REPORT <br />PREPARED BY NE OR UNDER MY DIRECT SUPER►SION. <br />DE lAWS„OF THE EWE OF <br />All A DULY LXENSED PROFESSOR& EAL^NEER <br />xis.)idne <br />SCALE: NONE <br />DATE: 05/29/25 <br />DRAWN BY: <br />P. PLATT <br />KENJOH OUTDOOR <br />DRAWING NUMBER <br />68-9,326 <br />