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Sign Design Based On 2018 W55C
<br /> Job# JTS 258023
<br /> Protect Allied Telesis-Monument Retro-Fit
<br /> Job Location 10521 19th Ave,
<br /> Everett WA
<br /> �10 INPUT DATA
<br /> 5,_0„
<br /> V�8"�1" EVosure category(B.C or D) C
<br /> 1/2"DIA.,S.S.HAS-R THREADED I 4"DIA.,t=0.237" RokCategory II
<br /> 4'-10" I ANCHOR ROD,6"MIN.EMBED. / ST'D.ST'L.PIPE Ulemate Design Windspeed VL,,, = 100 NPH
<br /> 1" HILTI HIT-RE 500 V3+HAS R 316
<br /> I T ADHESIVE ANCHOR Hel hoft
<br /> thesgn in = 8.00 FT
<br /> / ICC-ESR#3814,TYP. 1/2"DIA.GALV.ST'L. vertical dimension(brwall,s•h) s 800 FT
<br /> 10„ SIGN CABINET THRU-BOLT,TYP. -
<br /> I I 6" 4" 4"DIA.,t=0.237" I I Ho eontal dimension 0 5.00 FT
<br /> B I 1 ST'D.ST'L.PIPE -/ I CABINET Dimension otretum comer L = 1.00 FT
<br /> TYP• � FRAME,
<br /> - 3/16„ TYP. TYP. ANALYSIS
<br /> 1„ Velocity measure
<br /> PL 10"X6"X1/2" a,.0.00256K,K„K,VK" 16.50 PSF
<br /> ST'L.BASE PLATE where.
<br /> q"=w 1ociy pressure otheight h-(Eq.26.10-1 page268)
<br /> BASE PLATE CONNECTION K,=velocity pressure exposure coefficient = 0.85
<br /> -- t=1/2" N.T.S. B (2 PLACES) N.T.S. evaluatedatheightabonegRnd.level,h(Tab.26.10-1,page268)
<br /> K,•wind direcaonaliryfactur,(Tab.25 6.1.page 265) 0.85
<br /> K,•ground elevation tactor,see(Tab 25 9.1,page 268) • 1.00
<br /> Wind Force Case A:resuhant farce Ihroueh ueometric center
<br /> Max hommntal wind pressure= Pa%GC,= = 24 PSF
<br /> T-8" I 4"DIA.,t=0.237" where G•gust effect factur(Sec 2611.1.page 269) • OAS
<br /> 8-0 I I ST'D.ST'L.PIPE Co=net force coesclent.(Fig.29.3-1,page 32 3) 157
<br /> 6'-10"
<br /> q=Bs=negross area - 4050 FT'
<br /> Estimated sign cabinet weight : 230 LBS
<br /> DESIGN SUMMARY
<br /> I 4 #5 LONGITUDINAL BARS Allowable Stress Design Wind Factor. 0.00
<br /> ( ) SIGN CABINET
<br /> (2)TOP&(2)BOTTOM,TYP. Design Wind Pressure. 0.0 a p• 0.64 PSF
<br /> 3"CLEARANCE,TYP. Devgn winaforce,F = t600 a As. 0.64 KIPS
<br /> 4"DIA.,t=0.237" Moment Arm= 3.83 FT
<br /> (N)CONSOLIDATED ST'D.ST'L.PIPE Design Moment= F x Moment Arm a 2.45 KIP-FT
<br /> - CONC.f'c=2500 PSI
<br /> 4' Existing Footing Check(See anachedEnereak calcs.)
<br /> O:' UnfecWed Windforce,F• 23.98 x A.- 0.96 KIPS
<br /> C' Unfaeaored Moment = F x Momentrm A = 3.67 KIP-FT(4)#5 LONGITUDINAL BARS I G �EX.RE10► a 5 LONGITUDINAL(Bars Parallel to X-X Axis)
<br /> INFORCED
<br /> (2)TOP&(2)BOTTOM,TYP. 24" A < 4 4 a 4_ n e CONC.FOOTING, 1101 65 TRANSVERSE(Be,.P-11.1 to Z-Z A-)
<br /> 4.. - - A a 3"CLEARANCE,TYP. DEPTH I V.I.F. WIDTH-s'-0" LENGTH-3'-s' DEP TH.u- W.F.
<br /> <.
<br /> \\\/ / .o 8, a 8 / / //� Iy a: a oA -d n �" I Pok Desion STD.STL.PIPE
<br /> /\\//' 4 a e �aJ Sec.Mod,Req'd_ USE A53 GR_B
<br /> AA////\\ I I S= 1.40 4"DIA., t=0.23T S= 3.03 (OK)
<br /> V.I.F. n .4' 4 .'.a IBEX.REINFORCED
<br /> e CONC.FOOTING, (10)#5 TRANSVERSE BARS
<br /> F e II I I I Base Plate SrL PLATE
<br /> V.I.F. (5)TOP&(5)BOTTOM V-6" 2'-0" Thickness Req'd. USE A36
<br /> 1 - - - - - _ DOWELED INTO EX.CONC. f NEWS~-EX.�I t= 020 PL 1a'x 6•'a v2• I= 0,50 NOK)
<br /> 6"W/HILTI HIT-RE 500 V3+HAS R 316 I
<br /> (10)#5 TRANSVERSE BARS I I ADHESIVE,(ICC-ESR#3814) T-6" Anchor Design (See attached HILTI Proft cake I
<br /> (5)TOP&(5)BOTTOM ~-LENGTH~i
<br /> Leads per ACI 31844
<br /> 5D
<br /> WIDTH SIDE ELEVATION n tor» Unit Factor ><� ao
<br /> V.I.F. Deadload,D LBS 0.9 207
<br /> N.T.S. Windload,F 959 LBS 1 959
<br /> E L E VAT I O N Whillood.M 44030 IN-LB 1 44D30
<br /> N.T.S. HILTI HR-RE 500 V3+HAS-R 316 ADHESIVE ANCHOR
<br /> USE 1CC-ESRu3814
<br /> 1rr DIA..S.S.HAS-R THREAD®
<br /> NOTE:SPECIAL INSPECTION REQUIRED FOR POST INSTALLED ANCHOR PER ICC-ESR#3814. ANCHOR ROD_6"MIN-EMBED.
<br /> NOTES :
<br /> GENERAL: STEEL: WELDING: CONCRETE:
<br /> SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2018 WSBC STEEL DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-14
<br /> PROVIDE ISOLATION OF DISSIMILAR MATERIALS. PLATE,ANGLE,CHANNEL TEE:ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1./D1.3&D1.6 COMPRESSIVE STRENGTH AT 28 DAYS,f'c=2500 PSI
<br /> COAT ALUMINUM IN CONTACT VVITH CONCRETE WITH ZINC RICH PAINT. WIDE FLANGE:ASTM A992 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. MINIMUM.
<br /> 1�
<br /> ACJ THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-16. ROUND PIPE:ASTM A53 GRADE B OR EQUIVALENT. E70 XX ELECTRODE FOR SMAW PROCESS. CEMENT TYPE II OR IV.WIC RATIO 0.45 BY WEIGHT FOR
<br /> • PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF � HSS ROUND,SQUARE,AND RECTANGULAR TUBE:ASTM A500 GRADE B E70S XX ELECTRODE FOR GMAW PROCESS. PIER AND CAISSON
<br /> ® STEEL/ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. OR EQUIVALENT. ER7 XX ELECTRODE FOR GTAW PROCESS. FOOTINGS CONCRETE MUST BE POURED AGAINST
<br /> ' SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS • STAINLESS STEEL ROUND,SQUARE,AND RECTANGULAR TUBE: E70T XX ELECTRODE FOR FCAW PROCESS. UNDISTURBED EARTH.
<br /> v `a ALL EXPOSED STEEL TO BE PRIMED&PAINTED(POWDER COAT AS AN ASTM A276 T304 OR EQUIVALENT. ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE MAINTAIN A MINIMUM 3"CONCRETE COVER OVER ALL
<br /> n ® \ WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB
<br /> C91 Ss' j6 J OPTION)OR ALTERNATIVELY USE GALVANIZED STEEL. ALL ANCHORS BOLTS SHOULD BE:ASTM F1554 OR ASTM F593 T304 AT ZERO 0"AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION EMBEDDED STEEL.
<br /> y J
<br /> ANCHORS: ALL STEEL MACHINED BOLTS SHOULD BE:ASTM A307 OR ASTM A449 TEST METHOD OR MFG'S.CERTIFICATION.
<br /> I BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE:ASTM F593 T304 ALUMINUM SOIL:
<br /> 52470 �nj PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. ALL BOLTS TO BE ZINC COATED:ASTM B633 DESIGN AND FABRICATION ACCORDING TO AWS D1.2.ALL WELDING IN LATERAL SOIL BEARING PER IBC CLASS 4 TABLE 1806.2(150
<br /> DEFORMED REINFORCING REBAR:ASTM A615 GRADE 60. ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. PSF/FT).MODIFIED PER SECTION 1806.3.4.
<br /> ® nj�
<br /> ALUMINUM: FILLER ALLOYS PER TABLES M.9.1&M.9.2 OF 2015 ALUMINUM DESIGN MANUAL.
<br /> �N\N DESIGN AND FABRICATION ACCORDING TO 2015 ALUM.DESIGN MANUAL
<br /> PLATES,ANGLES,CHANNELS,TEE,AND SQUARE TUBING:ALUMINUM
<br /> ALLOY 6061-T6 WITH 0.098 LBS PER CUBIC INCH.
<br /> OTEL.
<br /> www.yjinc.com SHEET TITLE: DRN BY: B.B. DATE LAST REVISED: Nov 13, 2023 REV.NO. REV.DATE REVISED BY PROJECT JOB#: JTS258023Allied Telesis_Monument Retro-Fit_19th AveEverett WA.dwg
<br /> P.O.BOX 802050 A L L IrEJ� 1-IEJLUM-8 9j; CHK BY: T.J. PROJ.START DATE: Nov.06,2023 1 -/- PROJECT LOCATION: ALLIEDTELESIS SHEET#
<br /> 1052119TH AVE.
<br /> SANTA CLARITA,CA.91380 7�� � �','� s r� -.1'��1 r� .1 r - �� r'1 r� REV BY: T.J. SCALE: AS SHOWN 2 --/-/- - EVERETT,WA 5(661)259-0700 FAX.(661)259-0900 T r0 N UMrE N T R I T R O-F I T PLOTTED BY: Natalie Chavez ON 11/13/2023 4:03:16 P 3 -/-/-- - OF 16
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