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4'-0" <br />(E) 4 7/8" DIA., TAPERED <br />LIGHT POLE <br />3/16" TYP. <br />T <br />ALUM. MOUNTING BRACKET\_ <br />BY OTHERS <br />1" TiALUM. <br />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'-4 118" - I <br />4 1/81, 4'-0" <br />I <br />i <br />fi <br />Ti ALUM. WATER -JET <br />CUT FLAT STOCK <br />TYP. <br />1/2" DIA.,GALV. ST'L <br />THRU-BOLTS, TYP. <br />ALUM, MOUNTING BRACKET <br />BY OTHERS <br />(E) 5 1/4" TO 4 7/8" DIA., TAPERED <br />LIGHT POLE <br />ELEVATION <br />N.T.S. <br />n Design Based On 2018 WSBC <br />Job # JTS_204622 <br />_ <br />Project Port of Everett -Blade Sign <br />Job Location 2920 Terminal A%* <br />j� V-2 1 /2" � <br />Everett, WA <br />II►► <br />INPUT DATA <br />A <br />Exposure category (B, C or D) = <br />D <br />TI <br />Ir <br />Risk Category _ = <br />II <br />II II <br />Ultimate Design Windspeed Vua = <br />100 <br />MPH <br />I <br />Topographic factor Kr = <br />1 <br />Flat <br />Heightofthe sign In = <br />18.00 <br />FT <br />Vertical dimension (forwall, s = h) s = <br />4.00 <br />FT <br />1" I <br />Average Horizontal dimension B = <br />1.52 <br />FT <br />II I I <br />Dimension of return comer L, = <br />0.08 <br />FT <br />I I <br />ANALYSIS <br />Velocity pressure <br />= 0.00256 K, i i V2K. - <br />23.07 <br />PSF <br />TYP. <br />where: <br />3/16" <br />q, =velocity pressure atheight In (Eq_ 26 10-1 page_ 268) <br />_ <br />K,= velocity pressure exposure coefficient - <br />1.06 <br />evaluated at height above gi level, h (Tab.26.10-1, page 268) <br />4'0" 1'-9„ <br />Ka= wind directionality factor (Tab- 266-1, page 266) = <br />0.85 <br />TYP. <br />_ <br />Ka =ground elevation factor, see (Tab. 26.9-1, page 268) - <br />1.00 <br />1" Ti ALUM. WATER -JET <br />CUT FLAT STOCK <br />Wind Force Case A: resultant force lfrouah geometric center <br />TYP. <br />Max horizontal wind pressure p=q. GC, = = <br />36 <br />PSF <br />I <br />0 ICkwhere: <br />G =gust effect factor_ (Sea 26 11-1, page 269)_ = <br />0.85 <br />Ct- net force coefficient (Fig. 29.3-1, page 323) <br />1.82 <br />1/2" DIA.,GALV. ST'L <br />A4 = B s = the gross area = <br />6.06 <br />Ff2 <br />THRU-BOLTS, TYP. <br />Estimated sign cabinet weight = <br />77 <br />LBS. <br />ALUM. MOUNTING BRACKET <br />BY OTHERS <br />DESIGN SUMMARY <br />Allowable Stress Design Wind Factor = <br />0.60 <br />(E) 4 7/8" CIA., TAPERED <br />Design Wind Pressure = 0.6 x p = <br />21.41 <br />PSF <br />— LIGHT POLE <br />Design Windforce, F = 21.41 x As= <br />0.13 <br />KIPS <br />Moment Arm = <br />2.29 <br />ET <br />Design Moment = F x Moment Arm = <br />0.30 <br />KI P-FT <br />A SECTION <br />N.T.S. <br />Outrigger Design ALUM. SOLID FLAT STOCK <br />USE 601 <br />B= 1.75 Width d= 1 Thk. <br />S = 0.09 1" THK. S = <br />0.29 <br />(OK) <br />Anchor Design GALV. STL. THRU-BOLT <br />Tension Req'd. USE A307 <br />T = 173 1/2" DIA, T = <br />4410 <br />Shear Reci <br />V = 52 V = <br />2350 <br />Unity = ( 173 / 4410) + (52 / 2350) = 0.06 <br />< 1 (OK) <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 EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN <br />ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM <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 A5 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 WITH 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 VVITH 0.098 LBS PER CUBIC INCH. <br />i4i• www.yjinc.com S- EET TITL 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_EvereO_WA.dwg <br />P.O. BOX 802050 FIG <br />-i 01P E V EJ CHK BY: T.J. PROJ. START DATE: 10-20-22 1 -/-/- PROJECT LOCATION: PORT OF EVERETT SHEET # <br />• SANTA CLARITA, CA. 91380 REV BY: T.J. SCALE: AS SHOWN 2 _/_/_ — 2920 TERMINAL AVE <br />TEL. 661 259-0700 FAX. 661 259-0900 B L A JEJ 9-110 N EVERETT, WA 1 OF <br />( ) ( ) PLOTTED BY: Michelle Grady ON 11/1 /2022 3:35:32 P 3 -/-/- — <br />TUBE ART GROUP <br />Seattle Office <br />11715 SE Sth 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 R3 <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 />Port Of <br />EVERETT <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 />