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Report iL/P 2UI_3 ffective L�ngirieerrng •Solutions; Ltd. 0013 --gais4)111a4E- i [____ 61 White Water Ct. New Lenox, IL 60451 °' 815-485-1470 t. I (Fax) 815-485-0603 r cleveienz @comcast.net . CLIENT: /414v%"- -:()c DRAWING N0. e LC:"-‘/ / JOB #: - DATE: 'Ay y 73 SIGN LOCATION: ENGINEER: _____TL.vm, orL SIZE Ot SIGN:J /ilft ‘11). APRON: 3 OVERALL IIEIGIIT: 0 / / SOIL PRESSURE: V)6)14-y i WIND LOAD: 9 074 .p G CODE: - t°4 5. 76C D SS C STRUCTURE DESIGN 744:0) ?Rork.tXGI NFA /04. CENTERMOUNT PARTIAL FLAG (COL.Loc.) 74&, FULL FLAG (COL. Loc.) — '� W. LE`� EXTENDED FLAG (CoL. Loc.) / �� OFFSET 3O/d . Z,0 ? V-BUILD FEET OR ANGLE BACK TO BACK OR SINGLE FACE MISCELLANEOUS FOUNDATION DESIGN 4-'467 - BACKIIDED/DESION.FOR: AUGURED/DESIGN FOR: AS (' J ( bovie4f (K SPREAD/DESIGN FOR: afiCki+_' / J:;s2,y �C. 'Avg/ o�( • SPECIAL CONDITIONS: (1) (---° 7/o 6 1- -r 1 EFFECTIVE ENGINEERING SOLUTIONS Inputed Variables for Stringers/Uprights/Spreaders (1 Of2) JN:= 5 Sign face measuerments: Upright meeasurements: Sh := 11 Sign face height (ft.) Un := 4 Number of uprights SN,:= 48I Sign face width ;ft.) Ud1:= 5 Deacllcad/upright (kps) Sd1:= 2.1 Sign face deadload (Ibs/ft2) Uc1 := 12.5 Upright center lines es1 := 5.25 End span length (ft.) Stringer measurements: Spreader measurements: Strgn := 4 Number of strir'gers V1 :=4 "V" size (ft.) Strg11:= 4 Stringer long leg (in) bw := 5.75 Flange width (in) Strg,A,t= 5.8 Weight of stringer(lbs/ft) bd := 1C Depth of spreader(in) s = I (in3) Connection details: syy= 0.599 (in3) .x:= 7.51 Dist. of outer bolts to spreader CL (in) Misc. measurements: y:= 3.51 Dist. of inner bolts to spreader CL (in) := 3d Windload (psf) Cont:= "plate" Connection type (clips/plate) fb:= 3C (ksi) zo := 13.5 Dist. of outer bolts to tor. pipe CL (in) sti := 1.1 Allowable stress increase zi := 9.5 Dist. of inner bolts to tor. pipe CL (in) Dist. from top of face to p:= 3d Dist. across tor.pipe for saddle (in) svm•= 15.5 spreader CL (ft) (eS1)2 (Uci)2 PI := 2 p2 10 p1 = 13.781 p := p1 if p1 >_ p2 p2 = 15.625 p2 otherwise p = 15.625 EFFECTIVE ENGINEERING SOLUTIONS Stringers/Uprights/Spreaders (2 Of 2) Sh•cw k Strgn•sti k= 105 lbs/ft2 := Sh Shc q + Strgwt Strgn q = 14.55 Ibs/ft2 IC := 12•p•k + 12•p•q sxx syy IIC = 24241.966 ] psi svm•Sw•CO act yri. P11:— 1000•Un pll= 5.58 kips p11•svm m11:= 2 m11= 43.245 ft. kips 12•m11 sureq'= fb•sti i k/ /S� sureq= 17.298 in3 V1 ulhalf:= 2 ulhalf= 2 ft mdl'= V1ha1f'Udl mdl= 10 ft.-kips /mll 12 + mdl sti sureq f b svr.eq= 21.298 in3 JN= 5 EFFECTIVE ENGINEERING SOLUTIONS Upright to Spreader C:onnection 1u2s:= 4•x2 if Cont= "clips" 4-(x2 +y2) if Cont= "plate" Iu2 s= 274 in4 12x•m11 Ptu2s•_ 1u2s kip= 14.205 p Ptu2s au2s 44 au2s= 0.323 In2 Sg" (� 4 3 Z 12•m11 'u2s' if Cont= "clips" b d'(6 +b w) if Cont= "plate" bd•(3•bw + bd) • Swu2s* 3 12-m11 Swu2s f as= 5.713 ksi `' fwu2s wu2s'— 14.84 wu2s= 0.385 in JN= 5 �� i`� EFFECTIVE ENGINEERING SOLUTIONS Spreader to Torsion Pipe Connection Is2s := 4(zo2 +zi2) Is2s = 1090 in4 12•zo•(m11+ md1) Ps2s Is2s Ps2s = 7.913 ksi Ps2s as2s := 44 S/ r t' Of 43 - 1' as2s = 0.18 in2 P•(3 bw +F) Sws2s 3 Sws2s = 472.5 in3 12.(m11+ mdl) fws2s • Sws2s fws2s = 1.352 ksi fws2s w:= 14.84 w = 0.091 in JN= 5 . Dead Load Calculation JN:= 5 sW:=48 sign width (feet) ah:= 3 apron height (feet) nup:=4 #uprights/face sh := 11 sign height (feet) vave:= 3 ave spreader widt1 of:= 2 #faces ttd:= 3C torsion tube diameter(in.) ttt:= .625 torsion tube thickness (in.) tw:= 710C weight of LED or ns.= 4 #stringers/face trivision (lbs.) nt:= 1 #of LED or trivisions "Faces" n f 1.25 sue,•sh 0 "Uprights" nf•nup 15 sh + ah 0 "Stringers" nf•ns 4.9 sue, 0 "Hangrail/lat brace" 2 4.9 sue, 0 "Ledgers" nf•nup 9 4.5 0 "WW Angles" 8 5.8 sw 0 . NxL:= "Grating in feet' 11 3.14 sue, 0 "Apron" n f 2 sW•ah 0 "Trivision" nt tom, 1 0 "Lights" 8 1 75 0 "Torsion tube" 1 2.688.[ttd2- (ttd - 2•ttt)2] sue, 0 "Spreader" nup 22 wave 0 8 ----"Faces" 2 1.25 _ 672 1680 "Uprights" 8 15 17 2040 "Stringers" 8 4.9 48 1881.6 "Hangrail/lat brace" 2 4.9 48 470.4 "Ledgers" 8 9 4.5 324 — NxL = "WW Angles" 8 5.8 _ 48 2227.2 "Grating in feet" 11 3.14 48 1657.92 "Apron" 2 2 144 576 "Trivision" 1 7100 1 7100 "Lights" 8 1 75 600 "Torsion tube" 1 197.4 48 9475.2 "Spreader" 4 22 3 264 Si 11 Total Dead Load totaldl= 28296.32 10% MisC misc.= 2829.63 Total Load total]. = 31125.95 • Load Point Calculations(1 cf2) Pd1:= 8 kips P11:== `+A9 kips Mt:= 45C in- kips sti :_= 1A allowable stress increase x:= 21 distance from center of column to first load point in feet y:= 12.1 distance between load points in feet n :_41 number of load points n-1 Md1:= E (x+ i•Y) •12•Pdl i=0 Mdl= 7968 in-kips n-1 M11:= E (x+ i•y) •12•P11 i=0 M11= 5876.4 in- kips Tmt:= n•Mt Tmt= 1800 in-kips Load Point Calculations;2 of 2) tpd := 3C torsion pipe diameter in inches tpt:_ .562 torsion pipe thickness in inches tps:= 5C torsion pipe strength in ksi fb:= (.66)•tps if tpd 3300 tpt is ttpt + (.4)•tps otherwise tpd fb = 33 ksi s :— �.[(tpd)4 - (tpd - 2tpt)4] act - 32.tpd sact= 375,481 in3 Fv:= 0.4•tps Fv=20 ksi Mdl fdl:= sact €dl=21.221 ksi M11 €ml — sact fmi= 15.65 ksi Tmt fv -'sact fv= 2.397 ksi JN= 5 1/11 Load Point Results 2 2 fml fdl + ' 2 sti IC := + fb F.V2 st1 IC = 0.813 for tpd = 30 in tpt = 0.562 in tps = 50 ksi .N= 5 EFFECTIVE ENGINEERING SOLUTIONS Inputed Variables for Flag Mount: single value Oah with footing JN:= 5I e:_ "IBC" building code eTable:_ "c" exposure table choice sh := 1 hieght of sign face (feet) sw:= 48 width of sign face (feet) v:= 91 wind velocity (mph) ah := 3 height of sign apron (feet) sti := 1 1 allowable stress increase • cd := 42 column diameter (inches) ct•_ .547 column thickness (inches) (35'\ cs:= 42 column strength (ksi) X50) pol:= 32 weight of sign (kips) co := 22 .5 column offset from center(feet) 1w:= 2 overrides wind load calculation when > 0 Oah :=41 overall height of sign, max 180 ft. ex I°(\ EFFECTIVE ENGINEERING SOLUTIONS L-1 Wind Load Calculations ah := ah + .33 allowance for walkway Mdl:= pol•co•12 p:= (ah + sh)•(sw)•w (p•c0.12) My:= 1000 [12.P.[O a h – �sh + ah) +(.8)•(cd)•[Oah – (sh +ah)]2 (.5) J 2 ll J m:– — 1000 co = 25.44 wind load(pounds/ft2) Mdl= 8640 in-kip3 p= 21165.3 force (pounds) My= 5714.63 in-kips m= 10673.17 moment (in-kips) JN= 5 11I 16 EFFECTIVE ENGINEERING SOLUTIONS Column Pipe Calculations Fb:= if rows(cs)= 0 (.66)-cs if °d 3300 ct cs c (662)•t + (.4)•cs otherwise cd otherwise for i e 0..rows(cs) — 1 Fb. — (.66).cs. if Cd c 3300 ct cs. Fb. — 662•-yt + (.4).es. otherwise Fb [(cd)4— (cd -. 2ct)4] sactc 32•cd Fv:= 0.4•cs Mdl fdl:= sactc m fll Sactc'st i sactc= 728.74 in3 '23.1 " r14 \ Fb= 27.72 ksi Fv= 16.8 ksi fdi= 11.86 X28.62) 20 fll= 14.65 .N= 5 'att +<6 EFFECTIVE ENGINEERING SOLUTIONS Column Pipe summary • Column diameter, cd = 42 in. Column thickness, ct= 0.55 in. (35\ Column Strength, es = 42 ksi .50j Sactc= 728.74 in. My fv:= 2 2.s act •st. IC:= J(fdl2n2) + fv Fb Fv2 0.89\ fv.= 3.92 IC= 0.73 0.7 IN= 5 13/ 1% • EFFECTIVE ENGINEERING SOLUTIONS Footing parameters F type•_ "block" (block or drilled) For block footing type: For drilled footing type: fl := 9.5 footing length (feet) fdia•=4 footing diameter(feet) fw:= 4.5 footing width (feet) Footing:= "NonCon" "NonCon" or"Con" fdepth• 13.5 depth of footing (feet) fd := if Ftype= "block" fuact;= if Footing= "NonCon" • Jf 2 +f12 if fµ,> 0 12 if fdepth> 12 fdia otherwise fdepth otherwise fdia otherwise fdepth otherwise fd = 10.51 fuact= 12 0 1 0 "Bedrock " 1200 1 "Foliated rock " 400 2 "Sandy gravel" 200 3 "Gravel 200 4 "Sand 150 5 "Silty sand " 150 Si = 6 "Clayey sand " 150 7 "Silty gravel " 150 8 "Clayey gravel" 150 9 "No name 150 10 "Clay 100 11 "Sandy clay " 100 12 "Silty clay 100 13 "Clayey silt " 100 JN= 5 )ylicj EFFECTIVE ENGINEERING SOLUTIONS Please enter a number from the above table that indicates the soil type: st:= i yo:= 201 ("y" override) 37:= yo if yo # 0 Slst,1 otherwise y= 200 Soiltype:= Slst,0 Soiltype= "Clayey sand " Footing calculations 4 M .— m2+Md12 Ma 12 Ma= 1144.33 V :_ P 1000 Va = 21.17 8— — -- -- sail = 2.11 Ma h:= — Va h = 54.07 JN= 5 ls/ it EFFECTIVE ENGINEERING SOLUTIONS•fureq if Footing= "NonCon" (2.34)•V2 A F- 1 r sail'f(d r l CA .[1 + f1 +(4.36),I — ll J Va•h ` J (4.12)• otherwise sail'fd fureq= 26 Result:_ "OK" if furec-- fdepth "ng" otherwise Result = "OK" s TN= 5 Ej I-0 d r•, Ur■C ef4f, PI Uri CDn s ✓u -) ICI K _ i - - - m® , Effective Engineering; Solutions, Ltd. CUSTOMER _ 61 White Water Ct. New Lenox,IL 60451 DATE 815-485-1470 • 815-485-0603(FAX) JOB ENGINEER . 4 • . ..tio ....0 _ 3 tv.\ , zviD ie. iv . (1)1' kV: 357) 14.. Mr.C-44t/VI l''- _ 0 7 \ • . 26("5 4 ' . •11 r 1 ' -.: C 0 9 --1 . / • YPYa5tIr -.7." „2 ; -zi , 1,. yri (2.4-7 1 ( 2)f/3-21 . I di' / a 7 . s3 1 " ..,,......_ ,/ , .. I . e z • -0 . K .d--I crayyl,......::.. ...:.. .. ... itiii-r .. 1 f i 1 . .1 "roeL. Wdelf : / . 1.. t, . .. fx, L Y 0% YE q . . 5 -= Ttr -L -z. . iy. / j .7. jt.l.a) rtiL ...„ Itil.i2:::2.3it.J. . . - ....) / s3 ( At/lit 2 - .1_ .) 17- . ... . • 4 i 4 tfi) . . . ,f003--- . ( . . t. ./f : t - 1/7/11 617) . /4 . dor .,_ M r I( )" ?Iv - ). 1-., /3 . . .. . .. .. . . .r.. . ,i) , a-i .. . . . . . . . Fie 1 fitj'0 AziC . (/ �l_ I/ . r .. _.9p\1. v : t . ftl .vii--- /;/6,,) .L. 37., 31. ... .... .... L ,),) -.- . (L, ... su___:_________.7, it . , tfo. q' L i i-1, . ? , .. . 32. 17 . 7 0 7 (Li) s *_,.� .. r. 1...7b'1.. .. .... PAGE 1 OF % Effective Engineering Solutions, Ltd. CUSTOMER 61 White Water Ct. New Lenox,IL 60451 DATE 815-485-1470 JOB 815-485-0603(FAX) ENGINEER tMIIINIMIMMI AO'. . 40-0-*II, A-4114:11 ' . /14. i7, ',t/6.` 11 Y (A 3 .f- 'Z 6°) )4. ':,. 7 r) / . .5.5-- 3 4/, 1 3,. . too E --, 6oS: . . : . if,-. .. .5. -r A .H : . 9i; . 0-I.-.(al) .4, : t-cry.-L_ p • n "� ' . 1.1 /:: liffr, iiie, : : : . : ' . ' . A.e\ -e. . #g (10, 119(4. : ) oVki . . c- 7yi 27 I W-,..rx _C-4e- , 71---( ik , y . 7 v'-Y - , . Or . .1./ . k? . ‘5c . - . PAGE 11 OF ►% 3ueoGt3- 13y f Y Y•Y C '• .� Designs Hardware x j•.. : ; 1 j 1 4 .. nom. 4 Jett .. 7eK L akt r y,$a � �- ..• • rz I{ a - `'t riY y r CD •S ) 'A Amsoil 11 h �t 1 S r..Distrtbutio ' •`q ' r i r,• CenteC I • ' Lennar Homes at ••F r k w West GroveVill'age x a t ; ...•`"` '- 0.? 1 a • 1 t- .kk• • f 200 ft, A a p fi 1 Zsit-3/4i4 oa1oo (JIVJCCkVtQUI€ : Lgweal` JJ/) S,re. /} td,4 : I 63-5-c? -5.t-t - 77-Z,,J 4 e. F-D;IA;T. : .T,Kci-w.,fisk 1 cr li c_64 ua� w e : La c‘�`Psiti eitot/t -- ,. s q(• 6c q. *t.►P t M : zS II 3_4,0 o(06 P'ecf--*woe. 1-4m A 1 LE l4 72';-.-/' 1 , . i ,145 ' I-44. 4r , 4s. 1. Gay ?-f3y P��sfi1�a, Si?, (Cc ' • • 4 • VERTICAL UPRIGHT SPACING TABLE. APPLICABLE DESIGN CODE IS IBC 2008 I I 0.406-MAA FLANGE DESIGN WIND P<=58 pal 58 p41<P<:121 PS( 121 of<P r_182 pef III V r TEEL S PROVIDE PRESSURE 1," BRACKETS PROVIDED MAX UPRIGHT BY DAKTRCNICS. SPACING"A" 1st 1rA• )as !� 1r A323CHHAERD•NARE MAX CANTILEVER r-r s-P 5-3 DETAIL C SPACING"B•• SCALE 1/15 MINIMUM REQUIRED 5 e BOF UPRIGHTS SEE DETAIL C STEELI-BEAM STRUCTURE -UPPORT SHELF PROVIDED PROVIDED ,4 BY CUSTOMER(SEE DRAINING 306779). BY OTHERS. ^ ---Y�'�A ^ ^ ^ \�C"�' ^ ^1 DETAIL B ATTACHED WITH sir A325 HARDWARE SCALE 1/15 02 PER SHELF. 61rf TOP VIEW 47'1-318" 0.1°• OVERALL WIDTH 48 7-y8" SEE DETAIL A 3-1/4- I ACTIVE WIDTH ri —1_ 1 ill) 1 za SECTION 200 1 14'1-L4" DB-2110-1200888-18-FF OVERALL ■ APPROX WEIGHT=3,700 LBS ■ II HEIGHT ■■ ■■ " 13'7-314" .■ :■ I ACTIVE SECTION 100 HEIGHT DB-2110-140X888-16-FF APPROX.WEIGHT-4,300 LBS DETAIL A_i___ ■ ■ F TWALNS BY OTHERS. 020 �' ■■ ■■ ,IJ- REFER TO CANMLKILATERAL E`• BRAONGO CAWING 329379 FOR RECOMMENDED PLACEMENT. HOLE��METER� I I FRONT VIEW r BORDER SEE DETAIL B PAINTED ALL SIDE VIEW T 611/16 AROUND 4 Lt&16 I - - LIFTEYE SPACING 00P - _� I...—414-15,15. 3 115,37 .I— I1 Ir^,I - IF Ir^11 NOTES IS ®® I 1®' 1■ 1 ®®L I 1 1)OAKTRONICS AND CUSTOMER ARE RESPONSIBLE FOR CONFIRMING THE S G S RESPONSIBLE PROVQ NG STRUCTURAL THE QUANTITY 2)ALL DIMENSIONS ARE IN FEET AND INCHES. �I r-I�\I B 3)DISPLAY IS ALL ALUMINUM CONSTRUCTION WITH STEEL MOUNTING. �)DISPLAY IS FRONT AND REAR ACCESS FOR ALL RAL INTEGAS I'* I� '� > > 5)CUSTOMER RESPONSIBLE FOR THE STRUCTURAL INTEGPoTY OF t =' 7 7 7 =i I '�' 7°s�W�A THAT DISPLAY CERTIFICATION E WILL 5 1 IT 1 S)WEIGHTS.1IOXBB616 SECTION 100.4.300 Les O C� O TOP REMOVEABLE 1 ■a B ODOR(Typ 120%86615 SECTION ZOO.3700 LBS TOTAL DISPLAY WEIGHT=8.000 LB5 BOTTOM REMt rm.-)E e-SIS" TO .B.. DOORmPi P.. .:a' wo"' ." m." .� .K BOT?Om of i-0OD _ a •raw s OV(TRONIC6,INL.BROdGNGS,60610116 FROM BOTTOM - ,Ay OF CABINET �`.B, .A• m sxww TALL a.4.. DIGITAL BILLBOARDS IGNLL SHOP DWG D&2110.26GYB6616iF REARVIEW ` - R ENTRANCE w pow .cem,won<w.awrtm ro.mr P KKLIAT DIMMER un 04 AUG 07 ENTRANCES "„, Imv .....a ,.... ""0x3 141■ "1.1 5 m 1408 -E10 B- 315228 ,. , , 4 3-PHASE POWER I M `�� I I-PHASE POWER FAN/FILTER FAN/FILTER 250%BBB-180T ONLY *DISPLAY LOADS ARE NON-CONTiNlOUS A.o.�rAw.aP..w.um.o.°•*a , 260%Bey-1•.T ONLY *DISPLAY LOADS ARE NON-CONTINUOUS IDOV.OB-1. , I.A=A7 . Im�a'M ALL MY MO I ,MEMO-IRO C.:.. �� .ALL faios.Cat w..f ' w r m✓.PAP.A I iM�s I ,�,I ..._. mm .a..... t T ,=M�,OM � I' n.w wrt:nw w�• lar , 'Lr�__mod°° '°° I Pm. am.......m IP op...O°I 13--m a";M 44n.,MP am I �: _ mma mm pp [1 p no.m., REAR YEW Y�•`a M IM ^W KP RFAR VIEW .w.+.*a 1=11 TR=0.11.1A111116 1 0•11170 PI 01,41.Win.102.11191.40 Mt NW u... .. . I■ I ..,. 1.... ■■ �,� : TOTAL MIN.I.OPPEM.N,S: a •• 1I TOT..PD.D.401/IpI[..: ..a„ ,I. NM.Of ,A. .... ,wNMll. X. .. 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I..STA. 0..., m.m.O>a.�, ...:..m.... t6.OP COMME. w.i.kw. ., p.M,w., rte° I I 4�1_.. 5UL r pm cmom O. ...o,,...xiu. bR.i.w-, rte• MR iii ____�.'i�t'..u- )•�I.'+l_ I I rya ^_1MIIt:r� DETAIL'B' (1 PHASE CONNECTION SHOWN) - I �.• iii, " I ans\C" "_ f~ _ • weir .c.c....rs ow • vim:e°"".. S':. ,,' I la © • coin RNICS.INC. BROOKING$.50 5'D.]E .c..DOT NYBOMO nano OOGNGS,SO • ..F M.Sm.2OW.MOMM-,.STIX2 - ..,]Now 07 ""`"'�"°°•'.° 1 I P-I I .,.,^<• I.I�ro( 1408-R01C-325290 I . a