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Sign Design Based On 2015 IBC ANALYSIS
<br /> Velocity pressure
<br /> , _... qz=0.00256 K,Kn Ka Vi = 22.38
<br /> Job# JTS_208420 where:
<br /> Project Panda Express-Menuboard - q„=velocity pressure at height h.(Eq.29.3-1,page 249)
<br /> L._ 7'-33/8" -I Job Location 11610 Evergreen Way K"=velocity pressure egosurecoefficient = 0.85
<br /> Everette,WA evaluated at height above gRnd.level,h (Tab.29.3-1, page 251)
<br /> Ku=wind directionality factor.(Tab.26.6-1,page 194) = 0.85
<br /> T INPUT DATA
<br /> i:i f ¢: Wind Force Case A:resultant force through geometric center
<br /> e s Exposure category(B,C or D) =
<br /> C
<br /> Max horizontal wind pressure= p=qs GC,= = 30
<br /> j.' € c: Risk Category = II where: ,G=gust effect factor.(Sec.26.9,page 198). = 0.85
<br /> Ultimate Design Windspeed VuLTI = 110 MPH jC,=net force coefficient.(Fig.29.4-1,page 252) 1.59
<br /> I _1 Topographic factor Kn = 1 Flat A,=Bs=the gross area = 29.77
<br /> SIGN CABINET Height of the sign h = 5.58 FT Estimated sign cabinet weight = 180
<br /> Ei
<br /> I' Average Vertical dimension(for wall,s=h) s' = r 4.09 FT
<br /> 3'-11 3/8 Horizontal dimension B = 7.28 FT DESIGN SUMMARY
<br /> , Dimension of return corner L, = 0.75 FT Allowable Stress Design Wind Factor= 0.60
<br /> i , Design Wind Pressure= 0.6 x p= 18.20
<br /> 5•-T, I I' I Design Windforce,F = 18.20 x As= 0.54
<br /> j -- Moment Arm= 3.51
<br /> Design Moment = F x Moment Arm= 1.90
<br /> I
<br /> I - 14 1/2" - Footing Design(Nonconstrained)
<br /> r --
<br /> t -. -- ._ - _ _1 - Diameter=' 2.00 FT
<br /> f ! Soil Pressure= 100.00 PSF/FT
<br /> 11 3/8"DIA. 283.33 PSF
<br /> BOLT CIRCLE St
<br /> 1'-7 5/8" _ __HSS 4"X 4"X 1/4" A= 2.24 FT
<br /> STL SQ.HSS EMBED.= 4.25 FT T
<br /> iIA
<br /> - -
<br /> HSS 4"X 4"X 1/4"
<br /> STL SQ.HSS r 24" DIA. DEPTH=4' 3"
<br /> t " a
<br /> 1"DIA.,24"MIN.EMBED.
<br /> TYP, Pole Design ST'L.SQ.HSS
<br /> ' 1/4" GALV.ST'L ANCHOR BOLTS,TYP. Sec.Mod.Req'd. USE A500 OR.B
<br /> j PL 14 1/2"DIA.,X 1"THK. S= 0.83 HSS 4"x 4"x 1/4" r S= 3.90
<br /> ST'L PLATE
<br /> Anchor Design GALV.STL.ANCHOR BOLT
<br /> BASE
<br /> S PLATE Tension Req'd. USE F1554 GR.36
<br /> . y ,,__ j I (� T= 1426 I 1"DIA,x 24"MIN.EMBED r T= 17070
<br /> • 18"FROST DEPTH ` t=1" N.T.S. Shear Req'd.
<br /> ' q .
<br /> `• "er • 'es- V = 180 'V = 9110
<br /> i'.. Unity- (1426 /"17070) +" (180 /* 9110)=T0.10 <1(OK)
<br /> 4'-3"
<br /> L 36" H Base Plate STL.PLATE
<br /> CONSOLIDATED Thickness Reqd. USE A36
<br /> II t= 0.31 I PL 141/2"Dia.,x 1"Thk.. r t. tooCONC.f'c=2500 PSI 1 1/2"--1 I 11"- - 11" -- 11" I I~1 1/2"
<br /> (2)#4 TIES TOP 5" J r 1"
<br /> Bolt Design GALV.STL.THRU-BOLTS
<br /> #4 TIES @ 6"O.C. T - 5/8"DIA.,GALV.ST'L Tension Req'd. USE A307
<br /> TOP 24" f_ -0p 0 C © THRU-BOLTS T = 1030 5/8"DIA, rT = 6910
<br /> #4 TIES @ 12"O.C. 5" 3" TYP. Shear Req'd.
<br /> - - - - - REMAINDER + _l.-.-l© QO (O 0 V = 68 r V = 3680
<br /> L (6)#6 VERTS, 1 - -- - - Unity= r(1030 I' 6910) +• (68 /P. 3680)=15.17 <1(OK)
<br /> '4 i--- 24"DIA. -1 3"CLEARANCE 1" HSS 4"X 4"X 1/4" PL 36"X 5"X 5/8"
<br /> TYP. ST'L PLATE
<br /> 4, 1/4" ST'L SQ.HSS Match Plate STL.PLATE
<br /> Thickness Req'd. USE A36
<br /> ELEVATIONpok MATCH PLATE C,T t= PL 36"x 5"x 5/8" r t= 0.63
<br /> N.T.S. (1-.1 �F t=5/8" N.T.S. fr ,®/%
<br /> NOTES : ®A)pc. ik
<br /> GENERAL: STEEL: WELDING ���7 CONCRETE
<br /> ISP AC J4 • SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. DESIGN AND FABRICATION ACCORDING TO 2015 IBC STEEL DESIGN AND CONSTRUCTION ACCORDING TO ACI 31-
<br /> ®� ()V WAS/,: Cb • PROVIDE ISOLATION OF DISSIMILAR MATERIALS. - PLATE,ANGLE,CHANNEL TEE:ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1./D1.3 • COMPRESSIVE STRENGTH AT 28 DAYS,f'c=2500 PS'
<br /> 4,j AtIP::.
<br /> • COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. - WIDE FLANGE:ASTM A992 • AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. MINIMUM.
<br /> r. - E70 XX ELECTRODE FOR SMAW PROCESS.
<br /> �r J.'"• - THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10. • ROUND PIPE:ASTM A53 GRADE B OR EQUIVALENT. • CEMENT TYPE II OR IV.W/C RATIO 0.45 BY WEIGHT F
<br /> + : t - � - E7OS XX ELECTRODE FOR GMAW PROCESS.
<br /> „or� / - PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF • HSS ROUND,SQUARE,AND RECTANGULAR TUBE:ASTM A500 GRADE B PIER AND CAISSON
<br /> �r�rr O - ER7 XX ELECTRODE FOR GTAW PROCESS.
<br /> i STEEL/ALUM.TUBES,MATCH THICKNESS LIKE FOR LIKE. OR EQUIVALENT. FOOTINGS CONCRETE MUST BE POURED AGAINST
<br /> ® E70T XX ELECTRODE FOR FCAW PROCESS.
<br /> / SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS • ALL ANCHORS BOLTS SHOULD BE:ASTM F1554 UNDISTURBED EARTH.
<br /> lll.��� / ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE
<br /> 52' 0, • ALL EXPOSED STEEL TO BE PRIMED&PAINTED(POWDER COAT AS AN - ALL STEEL MACHINED BOLTS SHOULD BE:ASTM A307 OR ASTM A449 WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB • MAINTAIN A MINIMUM 3"CONCRETE COVER OVER
<br /> C oa ‘ r'*' _ OPTION)OR ALTERNATIVELY USE GALVANIZED STEEL. - ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE:ASTM A276 AT ZERO 0°AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION EMBEDDED STEEL.
<br /> �]` ANCHORS: - ALL BOLTS TO BE ZINC COATED:ASTM B633
<br /> Q TEST METHOD OR MFG'S.CERTIFICATION.
<br /> TONAL `\ • BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON • DEFORMED REINFORCING REBAR:ASTM A615 GRADE 60. ALUMINUM SOIL:
<br /> \V PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. ALUMINUM: DESIGN AND FABRICATION ACCORDING TO AWS D1.2.ALL WELDING IN LATERAL SOIL BEARING PER IBC CLASS 5 TABLE 1806.
<br /> tiDESIGN AND FABRICATION ACCORDING TO 2015 ALUM.DESIGN MANUAL ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. PSF/FT).MODIFIED PER SECTION 1806.3.4.
<br /> N PLATES,ANGLES,CHANNELS,TEE,AND SQUARE TUBING:ALUMINUM FILLER ALLOYS PER TABLES M.9.1&M.9.2 OF 2015 ALUMINUM DESIGN MANUAL.
<br /> • ALLOY 6061-T6 WITH 0.098 LBS PER CUBIC INCH.
<br /> "...„..
<br /> DRN BY: M.L. DATE LAST REVISED: Dec 16,2020 REV.NO. REV.DATE REVISED BY PROJECT JOB t: Ex ress Menuboard Ever reen Wa Everett WA.dw
<br /> www.yjinc.com SHEET TITLE: JTS_208420_PandaP _ _ g Y_ _ g
<br /> J _ CHK BY: T.J. PROJ.START DATE: Dec 11,2020 1 -I-I- - PROJECT LOCATION: PANDA EXPRESS SHEET#
<br /> P.O.BOX 802050 � � S ��
<br /> SANTA CLARITA,CA.91380 ENUBOD REV BY: T.J. SCALE: AS SHOWN 2 -/-/-- 11610 EVERGREEN WAY
<br /> TEL (661)259-0700 FAX.(661)259-0900 EVERETT.WA 1 OF
<br /> plotted by:Angie Ocampo on 12.16.2020 @ 5:32 PM 3 -I-I-
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