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OVERHEAD ATTACHEMNT <br />INTO CONCRETE CEILING <br />WITH 1/4' HOLLOW SET <br />ANCHOR (POWERS# 9320) <br />WIRE EYEBOLT WITH NUT <br />304 SS, 1/4"-20, 1" <br />SHANK, 7/8' THREAD <br />LENGTH (MMC# <br />9489T56) <br />TYPE 304 S.S. WIRE ROPE <br />1x7 STRAND 3/64" 0 <br />375# BREAK STRENGTH <br />(MMC# 3461T9) <br />WIRE EYEBOLT WITH NUT <br />304 SS.1/4"-20, 1-SHANK. <br />7/8" THREAD LENGTH <br />(MMC# 9489T56) <br />3/4" x 3/4' x 1/8" ALUMINUM <br />SHARP CORNER SO. TUBE <br />FRAME (6063) <br />.090' THICK ALUMINUM <br />ATTACHED TO 3/4" X 3/4' <br />S0. BAR WITH <br />METH -ACRYLIC EPDXY <br />TYPE 304 S.S. WIRE ROPE <br />Ix7 STRAND 3/64" 0 <br />375# BREAK STRENGTH <br />(MMC# 3461T9) <br />WIRE EYEBOLT WITH NUT <br />304 SS, 1/4"-20, 1 "SHANK. <br />7/8' THREAD LENGTH <br />(MMC# 94891561 <br />3/4' x 3/4" ALUMINUM BAR <br />FRAME <br />.090" THICK ALUMINUM <br />ATTACHED TO 3/4" SO. <br />TUBE WITH METH -ACRYLIC <br />EPDXY <br />ECTION VIEW 16.1 <br />1 SCALE: lZ = V-T <br />2 SA�110lfrVIEW 16.1 <br />6300 Merrill Creek Parkway <br />Suite A400 <br />Everett Washington 98203 <br />(T) 425 775 7444 <br />(F) 425 775 2505 <br />Date: 10.03.06 <br />Drawn By. MM <br />Checked By: <br />Approved. <br />PM: CW <br />Rev.11 <br />Rev.© <br />Rev.© <br />Rev.& <br />16.1 SECTION <br />DETAILS <br />Project <br />EVERETT <br />CLINIC <br />Job # 00830600 <br />Location: MAIN CAMPUS <br />Scale: AS NOTED <br />Sign Type: <br />16.1-2 <br />GARAGE ENTRANCE <br />SIGNAGE <br />Qty. (2) EACH <br />03 of 04 <br />