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4'-0" <br />(E) 4 7/8" DIA., TAPERED <br />i LIGHT POLE i <br />3/16" TYP. <br />_.T <br />ALUM. MOUNTING BRACKET <br />BY OTHERS <br />1"THK. <br />ALUM. WATER -JET <br />1/2" DIA.,GALV. ST'L CUT FLAT STOCK <br />THRU-BOLTS, TYP. TYP. <br />PLAN VIEW <br />N.T.S. <br />4'-4 1 /8" - <br />4 1/81, 4'-0" <br />i <br />I <br />------ ---- —. <br />i <br />fi <br />1" THK. ALUM. WATER -JET <br />CUT FLAT STOCK <br />TYP. <br />K 1/2" <br />DIA.,GALV. ST'L <br />THRU-BOLTS, TYP. <br />ALUM. MOUNTING BRACKET <br />A I BY OTHERS <br />(E) 5 1/4" TO 4 7/8" DIA., TAPERED <br />LIGHT POLE <br />ELEVATION <br />N.T.S. <br />1'1 <br />TYP.. <br />I <br />rj <br />II II <br />-.-.t4.- II <br />II II <br />II II <br />I I <br />OI IO 3/16" TYP. <br />I <br />I I <br />4,-0" <br />TYP. <br />1" THK. ALUM. WATER -JET <br />CUT FLAT STOCK <br />TYP. <br />°I I <br />1/2" DIA.,GALV. ST'L <br />THRU-BOLTS, TYP. <br />ALUM. 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Cw" A r.. flhwl lbrc• II•a•Ilh wv,t call/ <br />.Ier •ullspweMV P1'•4Ir0 9•4L"e <br />. <br />'" <br />" <br />err i•MIM41i�tsIIt01ohm Mit. t,pop am) <br />10 <br />C.•g4tiwM� � Al-l. �ll711 <br />'IJU <br />k • � � • � �4 rlr <br />iJli <br />rr <br />��/44r -er••e• v.ve <br />s <br />T <br />19Y40N tIUIlM4R1" <br />Ai1wMb14 Sweru Dagr WvM smcbr • <br />0r9V 1111111441111 ♦ • <br />4Art Alm • <br />71 dim M. <br />1111,13 <br />229 IFT <br />ft4w ft w14111 • <br />it a mom" AM* <br />QZa rlfJ" <br />ou"ggrrae%lgm ALssa 1.rt[tPiA0-Lfr" <br />L" 80A1 T8 <br />1 �1 1- flt � • b 21 lo[I <br />AJ9Ow Devil GAL1/ Wn IFMJamll <br />T 1�•� T • 4410 <br />ohm a,�a <br />V as IV . 7MO <br />U"" • 11,r'1 r N1Q 7 V ' Z}iffl ] - 44t . / 0010 <br />NOTES: <br />GENERAL: <br />STEEL: <br />WELDING: <br />SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. <br />DESIGN AND FABRICATION ACCORDING TO 2018 WSBC <br />STEEL <br />PROVIDE ISOLATION OF DISSIMILAR MATERIALS. <br />PLATE, ANGLE, CHANNEL TEE: ASTM A36 <br />DESIGN AND FABRICATION ACCORDING TO AWS D1.1. / D1.3 <br />COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. <br />WIDE FLANGE: ASTM A992 <br />AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. <br />THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-16. <br />ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. <br />E70 XX ELECTRODE FOR SMAW PROCESS. <br />PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF <br />HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B <br />E70S XX ELECTRODE FOR GMAW PROCESS. <br />STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. <br />OR EQUIVALENT. <br />ER7 XX ELECTRODE FOR GTAW PROCESS. <br />SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS <br />ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 <br />' E70T XX ELECTRODE FOR FCAW PROCESS. <br />ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE <br />ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN <br />ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449 <br />WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB <br />OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. <br />ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM A276 <br />AT ZERO 0• AS DETERMINED BY THE APPROPRIATE AWS AS CLASSIFICATION <br />ALL BOLTS TO BE ZINC COATED: ASTM B633 <br />TEST METHOD OR MFG'S. CERTIFICATION. <br />ANCHORS: <br />DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. <br />ALUMINUM <br />BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON <br />ALUMINUM: <br />DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN <br />PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. <br />DESIGN AND FABRICATION ACCORDING TO 2015 ALUM. DESIGN MANUAL <br />ACCORDANCE VVITH THE LATEST EDITION OF THE AWS A.5.10. <br />PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM <br />FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2015 ALUMINUM DESIGN MANUAL. <br />ALLOY 6061 - T6 VITH 0.098 LBS PER CUBIC INCH. <br />OTEL. <br />www.yjinc.comSHEET TITLE: DRN BY: J.A. DATE LAST REVISED: Nov 01, 2022 REV.NO. REV.DATE REVISED BY PROJECT JOB#: JTS-204622-Port of Everett-Pylon-Terminal-Evereft-WA.dwg <br />P.O. BOX 802050 P l'J1ME -1JJ O�F•J E V EJEZ?E ��J�+J CHK BY: T.J. PROJ. START DATE: 10-20-22 1 -/-/- PROJECT LOCATION: PORTOFEVERETT SHEET# <br />SANTA CLARITA, CA. 91380 REV BY: T.J. SCALE: AS SHOWN 2 -/-/- - 2920 TERMINAL AVE <br />661 259-0700 FAX. 661 259-0900 BII A JEJ 95110N EVERETT, WA 1 OF <br />PLOTTED BY: Michelle Grady ON 11/1 /2022 3:35:32 PIV 3 -I-/- - <br />TUBE ART GROUP <br />Seattle Office <br />11715 SE 5th Street <br />Bellevue, WA 98005 <br />206.223.1122 <br />800.562.2854 <br />Fax 206.223.1123 <br />This original artwork is protected <br />under Federal Copyright Laws. <br />Make no reproduction of this <br />design concept without permission <br />from Tube Art Group. <br />0401 <br />Customer Number <br />140698 <br />Quote Number <br />140698 Port of Everett <br />Seaport ID R4 <br />File Name <br />Jeff Battista <br />Salesperson <br />Karen Fischer <br />Drawn By <br />Checked By <br />November 4, 2022 <br />Revisions <br />[ ] Approved <br />[ ] Approved With Changes Noted <br />Customer Signature <br />Date <br />Landlord Signature <br />Date <br />Ilurf IV <br />FVNRM <br />2920 Terminal Ave <br />Everett WA, 98201 <br />This drawing is intended to provide a <br />reasonable representation of the final <br />manufactured article. Fasteners and seams <br />in materials may not be represented <br />exactly as they will be fabricated. <br />Colors on prints may not accurately depict <br />specific colors. <br />3 of 3 <br />