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HomeMy WebLinkAbout2009-Building (relocate pylon sign)POStTgN of 1tE 8AR aURING FIRST A GENERAL NOTE S POUR OF CONCRETE PAVEI,IEkT SEE OET ~ A PAYEkiENr 5URfACE (WITH KEYWAYI PAYEk(£NT SURfACE q0 kOT 5EAL OR f><L LONGITUO~{AL JOINTS, (WITHOUT KEYNAYI • d . p ~ • © L1 Lti <'J d ~ n A D ~ a a d d ~ ~ Ww d • fs ~ 12"~ l2" , ~ o ~ a ~ ~ d d d ~ r TI A Y m ~ 12" 12" a a OP Ok C KE WAY t ~ ~ ~ a ° ~ ~ , 4AAAf~ ~E FWAL POSITfOtt " a NO.d TIE BAR ~ OF TIE BAR Q d b APPROXOdATE ~ 4 NO.4 TIE BAR D d L5 4;1 SCOPE p • ` ~ • l0 d ~ A ' ~ 4 4 d ~ FIR5T POUR 4 SECO~ POUR 'd 4 SAWEQ JOINT CONSTRUCTION JOINT sAw cur GROOYE 'G` NEw CONCRETE PAYEA(ENr Q EX(STWG CONCRETE ~ E T A I L A PAVEAfENT PLAN VIEW NO.b TIE BARS SPACED 2'-6"C-C. INSrACIED PERPENOtCUtAR Pa k1aXIMUTA TtE BAR TO THE t.ONGITUDINAI JOINT, YE}dENT C AR ~ SAW CUT „ 'S' =SPACING l~_ DEPTH LE GO ER CROOY£ SPACING S PAYE~SENi WIDTH n n .p= 24' OR 26' z 30` f.ONGITUa[NAI. SAWEa OR ~ I = 'a a ° b, 6 %z" 3`t'/Z° 2° qB~~ 92" CONSTRUC1gN JOINT a • . • ll ll o i ~IAXil~ll?d ORtLL HALE /z 45" 3fi ~ a a 6" 5" ~ SRE t5 GREATER ~ a THAN TIE 8AR OIAA(ETER I TRANSVERSE 9« 9 ' d ~ "s P' 3" " TIE $AR5 T ~Q /4 2~ ~ ~ COhiCRE E V~f~4~NT Ex~STV'IC cakcRETE la, la'/~" d 3~,~rr ~o" 2a" LONGITUDINAL J~(NT5 kND ~`lES o PAVEk!ENT 11, it Viz' 5 ~/r`:1" 3 ~'i' 2T° 21" ~ v SEC`fION A-A sraT>; aF wtSCONSrt~ >z° 5 ~i'tI~ d 24°' 2r° PaaruENr f rRa P Rr r ~ v W QE 0 NS 0 A ICN T[E BARS DRILLED M t7 PLAN VIEW APPRaYEa INTO EXISTING PAVEMENT SHOYnNG LOCATtoN OF 1~ BaRS s~9.oe is~ nebro t3rscnott ~ PATE PAVEGENT PIX.ICY k DESI~I~ ENa;utEER ` W FHNA ~ J MA1~UI=~GTiJ~E~. _ ,~OHE~ Sic~NS JoiS €nt®rma#ion input Parameters i~C~u~S J> Cc~t#it1~9 PeE I~toTE' ~I~N ~I' Comm # 06072.05 Code ASCE 7.88 ~9 N. Weis arbor Road ~ 2000 I ~G g Cortina, P.E. SEE M~NUEAGTUf~E~S DRP~I~I H65 ® Name Nauman Lindsay _ Wind Speed 9D Knox~Alle, TN 379D9 ~ ~0 MPH SID SPEED FOR /~DDITION~L DET,4iL ~~+D Location Oshkosh,Wl Importance 1 Phone:(i3&5)5&1-0999 t ~ G~ ~ I ~ Date 02(007!06 Gust Factor 0.$5 Fax: {865) 584-5213 DIMENSIONS Designer J.S.T. Approved by Exposure C wwwsign-en igneercom ~ (I) POLE (I~ Cade 2000160 #ofRoles I t ti^vww.michaelbradyinc.com 2i" tNintl Load Gelculations (per ASCE 7.98) i r s¢ Section I Sectpn rr M/~TGH PLr~TE ^ Width (ft) Height (ft) Area (sq ft) Z {ff) Kz C P ( sf) F (ki s Centroid ft) N I ~ ~ I ~ ~ Sign Face Nkight (fdps) r p p } ( ~r - ~ 21x21x1 1 ~ 14.00 , 1353 ~ 186.66 1.87 40.OD i.04 1.2U 1876 3.50 33.34 1 I I'-I tr 2 ~ 1 i KO L 26 67 4D.01 0.00 26.67 0.96 1.20 17,23 0.69 13.34 ~ HSS I~" Dl,~a 3 0.00 i O.OQ 0.00 0.00 0.00 0.85 1.2R 15.26 0.00 D.40 i Y V/"cLL 4 j~ 0.00 --T--O 00 O.DO D,00 0.00 0.85 1.20 15.26 m 0.00 0.00 i -r " HSS i2,~15" DID. s o.oo DoD I D.oD 0.4o D.DD a.$5 1.zo 15.26 4:4D o.4D I , - r- - e_____ / ,X o3~15 WALL 6 ~ , ~ oo ! o aD - 1 o.DD D.oo o.DO D.$s 1.2D 15.26 o.Da 4.00 I ~ 7 / )v Oa O.oO 0.00 0.00 O.D4 0.85 120 1526 0.00 O.OD _ I 8 0.00 000 OOD 0 i I I - 0. 0 O.OD 0.85 L20 15.26 0.00 4.00 I I f~! e. I 7/8" DIA. HOLE 9 D.DO aaD- DD ~ ~_L_.._-_-- - ~ 0 0.00 0.00 4.85 t2U 15.26 O.OD 4.OD I I - - EO~ 3/4" DI,~e f~~2~ 10 ~ 1 o.DO o00 o.a4 D.oD a6a o,65 1.24 156 0.44 4.oD e II ~ ~®L~' }~LGeJa~ Q~rallHeight= 40.OOft 226.67sgft 1.87 kips ZF= 4.1;3 kips 2M= 12° ! i °Uncheckboxifsectionispoleonly I Pote Size Galeulatlons I\opro>ama~ Pipe Size Approximate Tuba Size Segment pole Weight I I ~y Elevation M (k-ik) S Size S S` - Pctual Pole S~~ Len th ft ki s f~Fe ~J ~ x x Jze 9 O { p) I - ~ 0 125.9 71.97 18°tpStd. 54.76 HSS14x14x318' .1B4~xD.37SWaq ~ 83.72 26.97 1.76 0,$& I I _ 2 G' ~ 23.3 13.34 8"@Std. 10.15 IL;S7xIxil4" 129rxD.37SNlall 41.DD 13.33 0.62 a.a3 I I , j G 1 125.9 71.97 18" ~ Std. 54.76 HSS14x14x3/8' Select Pole Size ~ 0.00 D.00 0.00 G.DO I ~ i------- - 0 125,9 71.97 18"Q~Std. 54.76 H5514x14x3B" - ~ Select Pole 51ze ~ 0.00 O.DO D.04 GAO X116 0 ~ 125,9 71.97 18"G~Std. 54.76 HSS14x14x318" Se{ectPaleSize ~ O.OD D.00 0.00 DA9 1 HSS i2, E~~' D~t"t= L_ _ ~ _ ~ 125.9 71.97 18"~Sttl. 54.76 HSS14x1gx318' SelertPob5fze ~ 400 O.DU 0.00 J.OG MA~TGH 4TE ~TION ,4 - - X a3~~ W,4LL j 0 129.9 71 s7 1s°ostd. sa.76 HSSax14x318" selectPoieSize ~ D.oo 4.ao o.oo D.6(7 _ 0 125.9 71.97 18" d? Std. 54.76 HSS14x14x318" Select Pole Slze 0.00 26.87 0.00 0.;70 26.6? i 23.3 Match Plate Location ZP= 2.37 kips e Au eyed Foofing Calculations Stiffness Anal sis Diameter 4 ft Moment 125.94 k-ft ~rrping Rates Q035 Steel I Nlow. Press. 300 psfJft Force A.19 kips Base Pole Ix 763.5 ins # of Poles i AH 30.05 Natural Fraq. 1.6 oyclaslseoon ~~~DE S1 1.03 5fif;ness t:7K . Angered Footing Design A 2.39 d Req'd Depth 1+J,13 ft 4 i-i55 I~" DVI~o ° ° s read Footing Galculatiens ~8 pig B S ~ ~ Soil Pressure 2500 psfi FrzotingWeght 0.00 kips o ~ Y ~~L~` As ect Ratio Sin i ht 4.2 ki i ~ P g Wag 4 ps a 4 ~~;1:1 ;1.5:1 ~2.1 VRM 0.00 k-ft ~D erect Foo#in SiraC Q ~ a NRM 0,00 k-ft Diameter d fk Q ~ - ~ ~ ~ Spread Footing Design - RM 0.00 k-ft Depth 1p,8 R = OTM 125.94 k-ft Volume 4.77 cu. yds. ~ a e 29.72 ft m t a ° IWanua!Des' nValues L ( ~ ~ Maximum Sail Pressure S .read Foo#in S6ze. m ~ I I o , 0 4 I I Depth J ft qm~, #DIV10. <2.5ksf Depth U $ 1 ~ Length 0 ff OverfurningRaftos Length 0 B ~ I I Width 0 Volume t1.OD >15 Width Q ft r/ f a ° Shallow OAD >1.5 Volume O.OU cu.yds, ~ I I a ~ Si n S ecifications ~ p~ Refer to Slgn Com an s drawin s formore details- Weldin Eloctrodes E7DXX gi ~ ° P y g() g a I d AJI designs ,detailing, fabrication and construction shall conform to. Soil Bearing Pressure #DNIp! psf 2000160 Horizontal (Passive Pressure) assumied at300 PSF(Footof Dapfh. a I , [ _ ~ J o ACI301.89 Excavation shall bo free oflaase saillbefore pouring concrete, ° _ Q FVSC Welders shall be certified fortypa oFwrelding, American Welding Society Pdequatelybrace pola(s} un61 concrotla has set up for 14 days. Local Building Codes &Ordinances Groutunderbase platoswith non-shrilnkgraut. l This Enginoer does notvuarrant the accuraeyof dimensions furnlsh¢d by 4r°0 it Concrete: 3009PSI @ 28 day others. _ HSS Rour+d Section: ASTMA500 Grade B (F}=42 ksi) All exposed steel shall be painted with an enamel paint to inhibitcorrosion. HSS SquarelRectangularSedion; ASTMA500 Grade B (Fy=46 ksi} The contractor (Installer) is responsible for the means 8 methods of Anchor Bolts: (1554 Grade 36 U.N.O. (alternates Grade 55 and 105) construction in regards to jobsite safety. C~RA~DE Connacfion Bolts:A325 This design is fortha indicated address only, antl should notbo used atother ~t A RG~n~~ ~ A ~I~y},9 Steel Angles,Charinels, StrucCural Shapes and Plates ASTMA36 locations without written permission ofthe engineer. i°t 6~!'1 Reinforcing Grade 60 No field heating to bend steel shall be, allowed withoutthe Enginaer"s approve', Provide a minimum ofthree inches ofconcreta cover averembedded steel. Design of details and structural momlbers notshown, byofhers. ~j ~''r(g`~ 299 YfEISGAREER RD. PROJECTe COMR4. N0. DATE: D~A4YiNG 9J I5 ~ ® l.S lJ jZT~~s ~ 4 o KNOXVILLE, TENNESSEE ~5I'")k05~ 37919 0~0~2.C~~ 02/0~/OC *SIGN - ~l~lC NGII~E~IG DRAw>~r TITLE: *CIVII~ *STIIIJR~ 9 PHDNE 865-5$4-0999 FAX 865-564-5213 I ry~r ~}~a ~>3~ r~etal~l2r dace P~irlt°d ; MAP Brushed Alur~ir~urn - , 11 r` _ _ - 23o-33 Bed - - - - D(Fill~rr~ina~~ P Ian Sin t Il (I 1! I If 1 ] ~ z2 x.25 Steel Angie Frame Fl,~ Construction Alum~nu~ Sign Cabinet. 112 Depth 23~-1Z1 Silver ~ ~ rE , ► 2] Cabinet Sheeted vV(,063 Prefinis~~ed 69ack Aluminum ~ ~ ~ 3 Aluminum Retainer Face Painted Multi le Colors -MAP White Blaclc. Brushed li ~ p E w ~ ' ~ Al~i~inui~ "~9ar~c3(e" Aluminum & Blue To Match Face Cra hics ~ t ~ , Pai~~#~~ MAP ~ ~ * Brushed Alut~ii~ura ~ ~ 4 Si n Cabinet Internal) Fit With Mercu Va or Fam s. ~ g Y rY p p S Coole White Flee Face With 1 st Surface A lied 3M Vin I Gra I~ics: 3M 230-33 Red 1 ~ pp p D I nt r di i ita Pri G a nr e 9 i ~ I r n ~ 230-121 SclverTranslucent, 220-1~ Opaque Black, D~getal Pnnt Crad~ent For Color Rand f~ Jl 3I iF FIe~ Face wl Applied 6j Aluminum Tube Fabricated Handles Sheeted W(.080 Aium~num and Pa~~~C.ed MAP Brush I k I Vinyl Graphics 1 ~ Steel An le Frame 220-12 Black , , 9 w(~'/Z Retainer i opaque Vinyi s d MAP Brushed Aluminum c~ _ ~0/20/05 P~ol~ Sizes RE ~ ~Jallman Lindsay /~2/05 $16 4Y3 N. V~Iashburn Dennis iCr.i el 3116"=1'-0" / ~ Pp L_, Environmental / ! s ~s Wi J. Sa~~t E $16 1 r3 a ~ 0 hk h, Y _ Gra hic Geri n Infernatlr~ral tuarcll G.-- _ _ .-.,..a.:. ~ P ~ - afShaPR4nBienters ~.,.sms.mr~.s.~....im.wr a.n~~.,.w .w...~e .R._ae~e...+... ~ v.,r.+.Ye, .x,am~wca.Q~. w.rwa~.~.~~rrtiac~. a.~~ ..w..-aa~ ,..we ,t. .+m.w,r,~w,~sw.~w.m.~~aw+mn -~..v~ws~.r.wr.r~w~ Si ~ticar~~ 11~ ~~r R~~ ~~re~ y~~a u~rvool~~a~s5m :~a~c~r~ _ l'c~tl r°L.~ °~~®~5wJ F~h~~ 9.2a~9~A~a, 92p~9~~ Bs~~ ~1~ ~~~W~ ~ - ~ c > ~