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NOTES) PATTERN Dl D2 110 3'-6 3'-6 115 3)-6)) :3 9.8'x3.9"xO.20" FABRICATED STEEL COLUMN 120 3)-6)1 3 6' GUSSET TO 3�16 km 130 3)-61) 3 9 J"O HVY HEX NUT (GALV.) 140 3)-67) 4)-0;1 3 ' TUBE TO 16 L0 31 16 BASE WE DETAIL 3 16 WE TYP. 150 3)-6)) 41-4') 160 3'-67) 4'-6 1) OVER 9.8'x3.9"x0.20" FABRICATED 4 j 11 1-9)) J"Ox44" LONG STEEL COLUMN 170 3 9 ANCHOR ROD (GALV.) 01 < J"O x 44' LONG ANCHOR ROD W/ WASHERS & NUTS 180 4 5 0 < J' STEEL BASE < A ANCHOR BOLT J"O x 44" LONG ANCHOR PROJECTION DETAIL ROD W/ WASHERS & NUTS SECTION A—A NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. OF NEW McDONALDS'S # 6743 — MENU BOARD DETAILS "O HVY HEX OJAY S 0 192 Corinth Rd., Queensbury, NY 12804 J CUENT: 102 OTIS STREET uj SPENCER NORTHBOROUGH, Lu NUT (GALV.) TECHNOLOGIES MA. 01532 -HE KACHELE (;R(.-)I'P TACK ANCHOR BOLT Consulting Engineers DETAIL lo0f,%Vhite H,,r,e Road V:85(.3 It;-,-I I I These documents are ingbilments of the EngineWs Silo AR; F:M("'-"V�7112 W-Ace for use solely with respect to this project. the Engineer shall retain off cwnm in,statutory and other reserved rights,including the coWghL SHEET BY PROJECT 140. T*am not to be used for orty Wpm byony 3 V.E-B. 1 180991 o#w p"wat"of the scope of We work OF rATE 9-13-2018 DRAWING NO, ASCE whout the spook written consent of the Engineer. 7-10