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ELEV, 83',-0" <br />ELEV. 159'­4" <br />ELEV, 50'-0" <br />ELE\/. A -/'— 8 <br />rJ <br />S' ECT I ON <br />SCALE: 1 19"=l'-0' 2S612S62 9"'60, , 3, ' 641 <br />3 J !).-)70 <br />TA 11- <br />SCALE: l"=li-0'l <br />L) F T A I L <br />SCALE: <br />A '__n" <br />EXIST -rS8x4x- <br />BO-ITON-1 CHOF <br />ELEV. <br />'_S E C T 10 N <br />'.KCAL E: I"=l'--O" <br />REVISION <br />BY <br />APPROVED <br />DATE sylvi <br />REVIS10ill <br />BY <br />�TPROVED <br />DATE <br />A <br />_45-004 MiSCELI ANFElms SYSJFMrJ 1786915 <br />j CEI <br />E 0 <br />12,09.21 <br />m <br />1, 1, ­1 A N GE'R <br />x4fl/4, TYP. <br />ELEV. '50'-o" <br />D ETA ! 'I -- <br />SCALE: <br />DETAIL <br />SCALE: I " = I , -0 <br />N <br />f j <br />r-N/lr--r I r-—l—I 1A <br />OR <br />211 k <br />t <br />u N4. <br />7 w <br />-a <br />_Nlil <br />ACCFPTABIL-1 <br />N�A <br />THIS DESIGN ND/(-)R <br />A CHI <br />SPECIFICATION IS APPROVED <br />R <br />P" �0': r _)y E <br />m <br />114 4q& <br />_ <br />, <br />T <br />�Al <br />% <br />p <br />wl- <br />8d L <br />05.18.060 <br />I TITLE <br />05.18.06 1 <br />STRUCTURAL MASTER <br />I r- <br />U- L NnTES 1 ir- A <br />1, <br />ALL STEEL PI ATES SHALL BIF AS! M A-36. <br />2. <br />ALL ALUMINIUM SHAPEZr3 AND P13"kTES SHALL BE <br />,ITION <br />ASTM 6061 --T6. <br />P L Al ES 3. <br />A <br />ALL BOLTS SHALL BL_ F MS'TM A325. <br />4. <br />kh'ELDING SHALL BE PERFORMED BY WABO QUALIFIED <br />WELDERS IN ACCORDANCE WITH AWS D1.1 FOR <br />S EL 1 ` AND AWS D1.2 'FOR ALUMINIUIVI. <br />T <br />ELECTRODES SHALL BE E-7018 '-7XT-1, OR <br />WELD L <br />E7'7 <br />'A/- T8 FOR STEEL AND UE_"F ER4041) OR ER5356 <br />r <br />ELECTRODES FOR ALUMINUM, <br />6. <br />SEAL WELD ALL JOINTS U.N.O. <br />T <br />ALL STEIL SHALL BE PAINTED AS FOLLOWS <br />A. ONE (1) COATS OF IC-1 DEVOE DEVrr-I_EX 4020 <br />DTM FLAT INT/EXT WATERBORNE PRIMER AND <br />FINISH, OR EQUAL. <br />8, ONE (1) FINISH C 0,,\-,,, OF ICI DEVOE <br />LIFEMASTER-PRO 42116 HIGH PERFORMANCE <br />`!%/ATERBORNE ACRYLIC SEMI--GLOS'---, ENAMEL, <br />TINTED VULCAN GREY, UOR EQUAL. <br />C� FIELD TOUCH-UP AFTER INSTALLATION, A"")- <br />r F <br />REQUIREED. <br />r) A it r-) r- ii i A u i / n� i r- n i i % A i m m-, i n c <br />SUPPORT @ GRID <br />LINES, TY P. <br />T -yp > I <br />OWFFR RAIL <br />BEAM <br />I..-.-.AYO(,JT <br />,AL': NTS <br />Al)f\]G 3 EDGE'-' AT <br />1 <br />E <br />RAIL BEAM W/ OVERHANG <br />RAIL BEAM W/ <br />OVFRHANG' ENDS <br />/A <br />ENDS ONLY <br />25' HANG RAIL <br />BEAM <br />1/2"X' <br />ALUNI. FLAT BAR <br />EA. SIDE <br />0 <br />W/ (2)5/0), 0 <br />—7—) <br />FE, <br />DOLTS 11/4" UNTHREADFD n N K ck <br />LONG SL0TfED HOLES <br />RAIL BEAM <br />3/4 <br />S[dFE 'AR 'S'PLICE <br />RAIL BEAM �vIOMLE_NT <br />SCALE: <br />A, <br />adwllm E "lla s <br />1101 2nd Ave., Suite 400 1 Se-attle, WA 93131 <br />roh 20,6,693.0117 1 fax 206.624.37'75 <br />colfirmn.coul <br />LASTING <br />E T 10 NS A N D D E T;A I LS <br />/I <br />45-004 MICELLANEOU`3 '-Y'STEMI��` 'D 'j <br />BUILDING 45-004 <br />COL 3-"1(,)),/u-v <br />> <br />CITY OF EVERT TT <br />REVIEWED FOR PERMIT <br />E'll'SION —, tjr <br />178,369151 )Y v BOL A 12.09.21 <br />St <br />COMP NO <br />56657300 <br />A <br />EVERETT, DNA 45-OOT.-S570 <br />