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HomeMy WebLinkAbout2430 STATE ROUTE 530_BLD1940_2026 Comm No.: 180567.008 299N e,TN 37919 Road LJC Project:6 Pilot Travel Center Knoxville,TN 37919-4013 Location: Arlington,WA Ph(865)594-0999 Fax(865)584-5213 Code: 2015 IBC/ASCE 7-10 www sign-engineer.com Designer: JRB Date: 4/20/2018 louis j.cortina,p.e. nrnrclurnl onglnoonng j0d 1'- r ;Uopy CITY OF AR,LINGTON BUILDING DEPARTMENT APPROVED DATE BY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR STRUCTURAL CALCULATIONS FOR: Pilot Travel Center Arlington, WA CALCULATION PACKET Received APR 2 4 2018 �-U�1 (4c) STRUCTURAL Received WASti JOB INFORMATION Comm.No.: 180567.008 O C T 0 3 2018 ti z Project: Pilot Travel Center City: Arlington 1 92280 State: WA Building Code: 2015 IBC / Loads Based On: ASCE 7-10 Designer: JRB Date: 4/20/2018 Doing Business As: UC LOUIS J.CORTINA,PE LIC.NO.39228 S:\Engineering\Signs\P rojects\2018\180567\180567-008\180567-008.xlsm Comm No.: 180567.008 ad Project:-Pilot Travel Center 2990le,TNg379erR013 LJ C Knoxville,TN 37919�4013 Location: Arlington,WA Ph.(865)584-0999 Code: 2015 IBC/ASCE 7-10 Fax(865)-engin e wwwsign-engineercom Designer: JRB Date: 4/20/2018 louis j.cortina,p.e. structural engineering WIND DATA DEFLECTION ANALYSIS Building Code 2015 18C Importance Factor,1 1.0 Damping Ratio,(i 0.005 Deflection Limit H 60 Wind Load Criteria ASCE 7-10 Directionality Factor,Kd iZ) 0.85 Natural Frequency,n, 0.44 Hz Deflection at 0 7•W 16.03 in Wind Speed,V 110 mph Topography Factor,Kzt 1.0 Gust Effect Factor,G 0.87 Deflection Ratio a� H/82 Exposure Category C Base Pressure,y(q./K, 15.8 psf ASD Wind Load Factor, ur 0.6 Wind Pressure Override per 0 psf Notes: (1) Loading values in chart below are based upon average K,values for each segment. Actual values are Jurisdiction Requirement calculated on hidden sheet using derived V-M equations. Chart is provided for information purposes only. (2) Wind directionality(Kd)factor is 0.95 for Single Pole(Round)segments instead of 0,85. The C f value GEOMETRY INPUT 11' Monument: No from Fig.6-21 has been increased by 0,9510.85 to account for this variation. No.of Poles 1 No.of Footings 1 (.3) Wind pressures listed below have already been multiplied by the ASD Wind Load Factor, y Height Width Hartz. Area Top Centrold �ss. Support Pole Loads Footing Loads Section Location Type Offset Elev. K, Ct P Trib. Shear Moment Trib. Shear Moment k k s k k Factor kl s k-k Factor ki s -ft Base Single Pole(Round) 29.00 4.00 116.0 29.0 14.5 U.98 U'%B 10.5 1.0 1.2 12.% 1.0 1.2 17.7 2 Single Pole(Round) 33,75 3.50 118.1 628 -'5 2 1.15 0.78 12.4 1.0 1.5 67.2 1.0 1.5 67.2 3 Single Pole(Round) 13.00 2.50 32.5 75.8 69.3 1.19 0.78 12.9 1.0 0.4 2.9,i 1.0 0.4 29.1 4 Single Pole w/Cabinet 7.83 26.33 206.3 83.6 79.7 1-22 185 311 1.0 6.4 511.0 10 M-4511.0 5 Single Pole(Round) 1.00 2.50 2.5 84.6 84.1 1.22 0.78 13.2 1.0 0.0 2.8 1.0 2.8 6 Single Pole w/Cabinet 9 17 24.00 2200 93-8 89.2 1.25 1.84 31.7 1.0 7.0 622.5 1.0 622.5 7 Single Pole(Round) 1.25 1.50 19 95A 944 1.25 0.78 13.5 1.0 0.0 2.4 1.0 2.4 8 Single Pole w/Cabinet 15.00 10.17 1526 110.0 1025 129 183 326 1.0 5.0 509.8 1n S09 8 None 0 010.0 110.0 1.29 1.46 26 1 0.0 0.0 00 00 0.0 10 Ton None nn 11nn 110.0 7,29 146 26,7 0.0 D.o nn 0,n 0n Overall Height: 110.00 ft Summation based upon averages above: 21.5 1762.5 21.5 1762.5 Actual base reactions based upon V-M equations: 21.2 1747.3 21.2 1747.3 SUPPORT POLE DESIGN SUMMARY MATERIAL= STEEL lase Elev Required Strengtn Values(ASD) Allowable Strength Values(ASD) Unity Ratios Interaction Ratios Section Axis V, M, T, P, V M T, Pr V,/Vr M,/Mr Tr/T� Pr/P� P-M P-M-V-T Status kins ki - ki - kips kips ki- kl - ki s 0.00 48(P x 0.625 Wall Strong 21.2 1%42.3 79m 25.8 121.3 2498.8 2S81.6 306.1 2.9% 69.9% 3.I',e 8.4% 78.4% 0.01% 29.00 42mx0.5Wall Strong20.2 1154.9 78.1 17.4 509.7 1515.7 1436.8 395.6 4.0% 76.2% 5.4% 4.4% 80.6% 0.0% 62.75 30mx0.375Wall Strong 18.8 490.6 77.1 10.3 272.9 583.0 524.2 504,6 69b5 84,2% 14.7% 2.0% 86.2% 0.0% 93.75 18 m x 0.375 Wall Strong 5.1 44.5 102 2.7 135.4 189.8 178.9 386.5 3.7% 23.4% 5.7% 0.7% 24,1'r5 0.0% 0.00 None Strong 21.2 1747.3 79.0 25.8 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0,0% &0% 0,0% 0.00 None Strong 21.2 1747.3 79.0 25.8 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00 None Strong 21.2 17473 790 25.8 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00 None Strong 21.2 17473 79-0 25.8 0 0 0.0 0 0 0.0 0 0'h, 2121 0'8 O.O 0,0% 0.0.5 0.0% 0.00 None Strong 21.2 1747.3 79.0 25.8 0.0 0.0 0.0 0.0 0.0% 0-0% 0-0% 0.0% 0.0% 0-0(. 0.00 None Strong 21.2 1 1747.3 79.0 25.8 0.0 0.0 0.0 0.0 1 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% ELEMENT DESIGN LOCATIONS,LOADS AND DISPLACEMENTS Eiev. V, M. T, P- 0.7*0 0.7"6 Elev. V. M, T, P, 0.7'0 0.T6 ft Element Type Element Type kips kf - kip-kip-ft kips I rodlans in ff kips I kfp-ft I k1jo-ft I kips radians in 1 0.01) 1 Base Plate 21,2 1741.3 19.0 2S.8 0.0 U.0 3 0.00 Match Plate 2 21.2 1747.3 19.0 25.8 0.000 U.UO 2 94.33 1 Match Plate 1 5.0 41,7 10 2 2.6 00 120 4 0.00 Torsion Tube 21.2 1747.3 79.0 25.8 0.000 0.00 PLATE DESIGN SUMMARY Plate Dimensions Bolts Weld Type N B D t dh Nedge Bede. Circle Embed in caisson Embed Size Status Number Diamete Material /Vertical Slab in Gussets in in in in in in in in m n in U Rectangular Base Plate U Circular Base Plate U Match Plate 1(Lower) 24 24 1.25 4 1.25 2 2 A325 0.313 No OK U Match Plate 1(Upper) U Match Plate 2(Lower) U Match Plate 2(Upper) FOUNDATION DESIGN SUMMARY Diameter Width hfcknes Len th Depth Volume Allowable Soil Type Reinforcing Status Pressure U Caisson U Vertical Slab U Spread 1400 23.00 6.00 71.56 #8 at 6 in o.c.E.W.T&B OK 3000 psf S:\Engineering\Signs\Projects\2018\180567\180567-008\180567-008.xism Comm No.: 180567.008 99 N. rber Road 2noille,TIN 37919-4013 Location: Arlington,WA PK(8651580999 Fax( LJC Code: 2015 IBC/ASCE 7-10 w .sign-engineencom Designer: JRB Date: 4/20/2018 louis j.cortina,p.e. structural engineering FOUNDATION DESIGN IBC Table 1806.2-Allowable Foundation and Lateral Pressure Allowable Bearing Footing Loads Pressures Axial,Pa 25.8 k Class of Materials Vertical Lateral Moment,Ma 1747.3 k-ft DSf DSf/ft Shear,Va 21.2 k 1 Crystalline bedrock 12000 1200 Base Column to Footing Connection Type Direct Embed 2 Sedimentary and foliated rock 4000 400 3 Sandy gravel and/or gravel(GW and GP) 3000 200 Footing and Soils Data Sand,silty sand,clayey sand,silty gravel and Concrete Strength,V. 2500 psi 4 clayey gravel(SW,SP,SM,SC,GM and GC) 2000 150 Materials Class Geotech Clay,sandy clay,silty clay,clayey silt,silt and Sign or Flagpole Yes 5 sandy silt(CL,ML,MH and CH) 1500 100 Allowable Vertical Bearing Pressure 3000 psf Geotech Geotechnical study is applicable 3000 200 Allowable Lateral Bearing Pressure 200 psf/ft Note: If structure is a sign or flagpole,the lateral bearing pressure value from above has been doubled at left per IBC 1806.3.4(only for Class of Materials 1-5) Spread Footing Length/Width Ratio 2:1 Manual Design Yes Manual Design Width,B 14 ft Manual Design Length,L 23 ft Manual Design Depth,D 6 ft Selected Bar Size #8 Footing Design Status OK Load Case D+0.6W 0.6D+0.6W Footing Weight 289.8 k 289.8 k Sign Weight 25.8 k 15.5 k Vertical Resisting Moment 3629.4 k-ft 3510.7 k-ft Horizontal Resisting Moment 175.0 k-ft 175.0 k-ft Total Resisting Moment 3804.4 k-ft 3685.7 k-ft Overturning Moment 1874.8 k-ft 1874.8 k-ft Eccentricity,a 5.9 ft 6.1 ft Max.Soil Pressure,q(ksf) ✓ 2.70 ksf ✓ 2.71 ksf Minimum Overturning Factor of Safety 1.5 1.0 Factor of Safety Against Overturning(Volume) %e 2.0 ✓ 2.0 Factor of Safety Against Overturning(Shallow) ✓ 1.9 1.9 Concrete Strength,f'c 2500 psi Minimum Thickness for Structural Plain Concrete Use 7.78 ft Required Reinforcing Type Flexural Note: If"Depth,D"exceeds"Minimum Thickness forStructural Plain Concrete Minimum Reinforcing Ratio Each Face 0.18% Use"value,AC1318 does not require any reinforcement in footing since an Minimum Reinforcing,As-min 1.56 sq in/ft unreinforced section is sufficient to resist the flexural loads applied to the Required Flexural Reinforcing,As 0.01 sq in/ft footing. However,office standard practice is to provide at minimum 0.18%in Controlling Reinforcing,As-reo'd 1.56 sq in/ft a spread footing with one-half distributed to the top and bottom faces of the footing. #4 Bars @ 0 in O.C. #5 Bars @ 2 in O.C. 1.86 sq in/ft #6 Bars @ 2 in O.C. 2.64 sq in/ft #7 Bars @ 4in O.C. 1.80 sgin/ft #8 Bars @ 6 in O.C. 1.58 sq in/ft Spread Footing Design Summary Footing Width,B 14.00 ft Footing Length,L 23.00 ft Footing Depth,D 6.00 ft Estimated Volume 71.6 Vd3 Selected Bar Size #8 Required Spacing 6 in o.c. S:\Engineering\Signs\Prof ects\2018\180567\180567-008\180567-008.xlsm Comm No.: 180567.008 Project),Pilot Travel Center 299 N. Trber Road LJC Knoxville,e,TN N 37919.4013 Location: Arlington,WA Ph.(865)594-0999 Code: 2015 IBC/ASCE 7-10 Fax(865)584-5213 www.sign-e ngi neer.com Designer: 1RB Date: 4/20/2018 louis j,cortina,p.e. elructural onglnoonng MATCH PLATE 1 DESIGN-LOWER COLUMN NeeRP d Input Parameters Elevation 94.3 ft BedRn ,_ Column Size 18 O x 0.375 Wall • • Il Column Type HSS_Round - - Stro g 11M Deipth or Diameter,d 18 0 in W l)f I I It B Width,bl 18.0 in • • Il Plate Length,N 24.00 in I l- Plate Width,B m d' m 24.00 in Plate Thickness,t 1.25 in OK N Edge Distance,Nedge 2.00 in OK Edge Distance,Bedge 2.00 in OK Match Plate Dimensions Diagram Bolt Configuration Flange #per Flange Side 2 Diameter,db 1.25 in OK Bolt Material A325 Fillet Weld Size at Column Base 0.31 in OK Gussets(If yes,reduce req'd plate thickness by 20% No Weld Group Section Modulus With Gussets Custom Bolt Configuration Entry Coordinates from Column Center Bolt Number X Y 1 2 3 0 4 5 6 -� 7 Wind 8 Bolt Configuration layout Joint Loads Bolt Design Axial,Pa 2.6 k #of Bolts in Tension 2 Moment,Ma 41.7 k-ft #of Bolts in Shear 4 Shear,V. 5.0 k Tension,T. 11.7 k Shear,V. 1.3 k Match Plate Dimensions Area,Ab 1.23 sq in Effective Plate Length,m 3.5 in Ultimate Stress,F 120.0 ksi Effective Plate Width,n 4.8 in Nominal Shear Stress,Fnv 48.0 ksi Effective Column Depth,d' 12.7 in Nominal Tensile Stress,Fnt 90.0 ksi Effective Column Width,b' 12.7 in Nominal Effective Tensile Stress,Pot 90.0 ksi Tensile Group from Centerline,A' 10.0 in Shear/Tension Safety Factor,nv/t 2 Tensile Group from Plate Edge,N' 22.0 in Allowable Shear Stress,F 24.0 ksi in Tensile Group to Center of Bearing,N'-0.5m 20.3 Allowable Tensile Stress,Ft 45.0 ksi Actual Shear Stress,f 1.0 ksi OK Required Match Plate Thickness Actual Tensile Stress,ft 9.5 ksi OK Compression on Bearing Face,`.tal 26.0 k Tension on Bolt Group,Tmal 23.4 k Column Base Weld to Match Plate Steel Yield Stress,F,, 36.0 ksi Allowable Weld Stress,Fw/f) 14.8 ksi Bearing Moment,Ma-pl-bearing 1.9 k-in/in Section Modulus of Weld w/out Gussets 254.47 in2 Tension Moment,Ma-pl-tension 5.8 k-in/in Weld Stress Without Gussets,fw 6.4 ksi OK Controlling Moment,Ma-pl-max 5.8 k-in/in Custom Section Modulus With Gussets 0.00 in2 Required Plate Thickness,tpl-mqd(Unreduced) 1.04 in Weld Stress With Gussets,fw-gussets 0.0 ksi OK 5:\Engineering\Signs\P rojects\2018\180567\180567-008\180567-008.xism li x. TMS REPULIc molls 2211 PECH RD HOUSTON T%7705 832-727-5415 f �T�o�'� '-* —► 39*-7" T EF,P TBLTCST[3NS.COM 7' ..',n Customer: PILOT TRAVEL CENTER I a'•!-r,,,';,�.y�.�,�, . — . . — . . — . Received T)r^T'�•Ctir--b��.lilZlae.:1t\•4:- !t*=•-i l4 at .?Jl- ...,t l-a_-+- -.t.-..._•-_z_i-M-Y-F-.L f-Y- - 1 J C T U 3 2018 Address: EE \ 20600 SMOKEY POINT BLVD i �"•3 '.1��_[. 1 OF ARLINGTON � - — . • � 1� � 119'-11 N _ — 1 1, I �• v ARLINGTON,WA 98223 s I BUILDING DEPARTMENT it .f I - E I I i t I" —"—' City of Jurisdiction: i, I I Ii I I I N CITY OF ARLINGTON APP O Y E® I `I 1 I I �I ` li II I I ;l [�� I amei� )ATE !I �� — __ c� 1) BY I 1IPLOLLY L141 Desi41 . r I, l-r- 01 1C11p+Cr t Ra,MIII•t0 N RIR Nnp1m JY ftv Vt- IL.L IOUFDA�1 P U P"10 IN MA' ', ti .ucn.J+ Lc i.anaiJD+u �ro" VADIM I - -- - I F Ca '+lnl'NZeFr.Lr lL{1F�YowwF NDI EarF31c er D Er I1sWLEO i NO CHANGES AUTHORIZED aFL1Lk 1a.Yl+t>vnN�rFrk."IFc,rtw. _.LCIItLYy 1 tr in.IUJ rrr 111 aL:a. UNLESS APPROVED BY THE 1' t wtMs nE 1 ON r WM,*C EX � Date Created: ! till 11_Q I N G 1 NS -E G>:OR— . . • — � w n ` . � I : � mom ro TaLt Ir conRrewr. cs> 08-15-2018 ! •-' , [ 'xUrO R ti Or11'IJIOtYEVNl.Y R:Lmric)DIR,ON,a0N rUIfImIIJ EA• 'f •;; ) • :1 nytr L IYOMIfn RT 41-711 F.e,fOY[TFN/O.RrXMM ull F FDIitW -,-i-\-.t-i-a-F-R-l-K-R- - -fit• i-N)•• /• 1 SFI L14J Ih Ml1MFlflc t 4 _T_ •• --____,Tr[4 ! jI I,Wt EN ar/La'(IrTsuJLY IJ IrPnrts� rD�mtoeu Nlw FJre+E.er W.O. #: '• .•_".' , YCW.NtWLu tw:w►\WILL rOJ104W1 Ntl s•PC,Rr'A 1 c I Lrp Or Ix1Y II -v N/A y Lj 1 ;�:•• V �r' ®DnLtm. NoWt,�Nrluowslswin+ta 4 1 I; I1rAOtL Uw OETFLIED N DwIINOtO FI 1 J DO•- 'vrr:P whin LOW I LINQILO rru nsY[Lw YY OYOI+T w11uL9 File Path: I, I ! 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ER)TN cat Chtr 1' Aq U -Iw�aL*ft I-Jw1 �wjft YN.10"w D w Rev 5: �'�`A,I' ,A• L.^' •' ••�. :[... .,i 1':.r a I NthJ�,fr IDw LLNNDL Lv''/Gss•omxxMD LAMCIL \ `• i•e-4- • �ti•.'fi�-+�-.J I }31 F L RLAOF. J I1�(�l•'(N:L}NrLY ILLft= I.L.RyN- Ii-I' 1 M 1f01{1 a. ` •• .� 12'-5" • I I ■I D[TRRIi1011 seV DiRFR.:t)MCIEJ IRINIIt[('1 Ma L1:.I lDR Fi�.IlA.:)IR C '•� �v 1 C'7'TraTt/tdR'(ME9NY_7 M1J1/WED)6R I UIXNI LU N"Ot"1.1KA,LCn h Bernie Signature: ` 1 •� , 1 9p'S m1+Pl Llf OOIVN.IL FOJN7aOF LIU ,lL'N 4r9,,OIAILU!m tD+,RYCmR. "lIIwaz TYu1t#•(N-DNy LY co DIiE[MtIL M.R/tYDifD Q' 1r1 J tYl.Nf'7/.lm N tiN AKJtR.OOYC�..OWWXK 00[1:7CU1 IILlIY:v C o01rM-7CCF. ` �\ 1' 1 , - I• "----- _ •,- - f - ,D •rUIO.•Rf.Y•AJID/M ENIRf[�MllLallr ILLWI'NT[I)CfRR'R'.Pl•L Or. \ ` \ -;•:� ,. 1 . ` /tliHilm N LaIF�, tUEt W OY 91FR)R.WfCiLi'IE FOJlU11 O. \\\\`\`` F p r- IDarTa'x rtclt+ED rr ttirRltloR 90 SO tvppmu-kkr,�nE&)ru w*a�uD Ns+ly m \\ yo + Date: U Il 4 d ou tENTOLu tLrnkvL.r nLUL r aunuw_v� uxalsrEc rRs IFmnLu ur ---�`~ icC aNnUDL lu aut rer)I`wi rt anL of Brad Signature: ,. r1EEnlp ccu ra nE arlLxxra. _ - -- _--- - -_ J T-' _ __ -0 �1ti-.`•4` --- , �'•N r`r .;�• n'!mw Ro,FLI1Bi_]SY CPU,N L NI ETIIi W OoaLAL ,...Or _ - 10 LEFT MAN'IDLD7K NCI,13-E,Yf X W.FJMWM N OIRLi. s wL �D� p1 `,1 .-•y~~ ..,,. - _ - _ _ - II{S11.IFD EY E0%7RIGmF. kc Ci C C r �111� ------------' - - - _-`y_ __� _• -- - ._ - =•� - _� r rJraffv r I�Ic1rvE 1cl,Rr-e,)o'r aD•,nKl,Ftl�IT agM:v, 930 bate: ARTICLE • AND/OR OTHER CODE.APPLICABLE LOCAL ' • , r 1 / PLANS, 1 IDEAS 1 r ARRANGEMENTS / r PROPERTY OF TEXAS REPUBLIC RIGHTS r r r / RFPIJRLIC PAGE: F. ��B�►IC COLOR CHART Nro%.37FWALL E 3M#3630-S3 CARDINAL RED MNUFAOR%e IOCOMP A WICK STM PPE ® 3M I3630-33 RED 2211 PECH RD HOUSTON TX 7705 NunNINlewawnalm 832-727-5415 NNN%RanIRNIWIOIMR et0%1 3MM3630.25 SUNFLOWER YELLOW TEXASREPUBUCSIGN . COM to n.CAP RATE PE FACES PAAfTED RED PMS 17e6 2ND SURFACE I t%r SM0 IWNr SWIr 0eiV E BLACK VU0L OUTLINE APPLIED 2ND SURFACE Customer: /'- + eXr0XM WALL E PANTONE274 ROYAL ttlR PILOT TRAVEL CENTER r�� O O uPPRNLumNNun O O lre%JnrwAu \ CLEAR PCKYCARlONATE FACET PAINTED WHITE 2ND SURFACE BVRlOfMOONNYOf011 I R • ereaolwoAL FONTS'WELCOMl TO ARLRf•TON' AR8rS HOLE 'WELCOME TO'-TRAES NEW ROMAN-ITALIC e'• ll {� J'I 2 ,'® Haa 'AR`o+sr°N"-co"°"Er Address: HM PILOT (s I I ,re%srewAu +A"++ 20600 SMOKEY POINT BLVD AffieOLT I� 17'-0" -- ffmLm o O o 0, 0KCS) N6 ARLINGTON,WA 98223 SEE.wF W» 26'-4" �I eNaoAPNUTE wAaWAIONNAII TOP,�'°PLATE - City of Jurisdiction: WELCOME TO ARLINGTON SIGN -aa CITY OF ARLINGTON 20'-0" Designer: VADIM Igo :MAYS OF NIMP N• _ -c1771.1 INN ICIOP Ltl1°1A 1 SXv.WC-.•7:«i, 134.26 SO FT ;�ii� "'.? r;tigT Date Created: N > Z n � w=�s7+l '�� 18"X.500 WALL STEEL PIPE E`'� ,f�'°' «`' R '' "s ?r;..:^ '1�n +'cb `?I 08-15-2018 t WnOFNeM E • .A 1!d%Fr%FOOi � NRDTOP l4pRCA RXIMAT N ITV +zr%w%r.V W.O. #: R I w161Rr1z aA DZ R]INIAnm N/A E4 ' " � 110.5 SO FT lame lruL� Nev �' r wNNRNesKLF 4 ee - — tee wnNaaAneroc e e e tns iPA2018 JOBSNtPIIot Travel Cenler+Pilot#1103- e PAOMWSVe1weAD PdI1dIt10NDFlI0N r1 �� MWeNENOFOteOOIONOPIgN (�l Adinglon,WAIARTWORK 206.27 SO FT A— e wIMYOR.Ae RN�Dm s HOLD NiNI WIT N PIKf i- 140.0 SO FT "grotW TN we « /tw/WAWI 08-23-18 CLIENT UPDATES 24 30"X.500 WALL STEEL PIPE e 1 .. 4 � NreANrtDa � n' • � . .. J i ITS "R DADti1NlIq 7-.- ti >. TOTAL = 591.03 SQ FT Rev 2:OM24-1!CLIENT UPDATES errlravmllun 01�wiRAr wroizd LANq IMGIMIER DRAWINGS ,r.. • :� MAT,TYP. R a� /YINIOr�O[MNDrpt , > . t G N 42"X.500 WALL STEEL PIPE + REV 3:REVISED, VADIN-0IE W-WELCOME I 2e'RE CHANNEL LMIE 2]'NOW ED/FJ CAL AGE RE ISED L!Q%IMSIlB AV"I 6 r'., IDTH:G-G-1 AND y SIGN PAGE REVISED i Qe%JIOC WALL WIDTH:e'!-r AND/IiN-21'NUTm 30'%70'- Nuntoma 1 '1 911ELPIPE REVISED TO READ'RVONLY/NO TRUCKS" '"' Rev 4: 9-13/18 UPDATE ENGINEERING 1. tE DRAWING (MATS OF II FEW RE=@Ir=TOPL Rev 5: lorw • r ��v rW _ •;1 R�IRIRR fl O 1f y�pq I�.•1 sRarr 10{MRIIgT.OY. E� -L- _ Bernie Signature: a 48"X.500 WALL STEEL PIPE �� m R.YN,',W*IPNEADFOLHTIONOPTION n «.. •,i GRADE I iurumw w. i \ "wlS AM— NEAL USADate: F.ONnR 1 �R.01"IN.iIY "f l .-a."�.. Brad Signature: rf6NR.E - �r¢n..�a.nE «na rM.u,.a•• rQ w«Rw T"DR wo•eRAL V AUp—OF - WAPA _oeta n I .asA "RwR" HI-RISE A40 - AMRAn P.ru.tv..oe,....w•es...u.�.�" Date: Scale: 1/16"=i' ------ ACCORDANCE THIS SIGN IS NTENDED TO BE INSTALLED IN RRYRRRR.t r, ARTICLE 600OF THE NEC ANWOROTHER LOCAL CODE.THIS INCLUDES Tins �E�P$BTJC 2211 PECH RD HOUSTON TX 7705 832-727-5415 TE.UtiI21':1'iilildCSIt3hS.: hi Custom ARBY' S D/F HI =RISE CABINET 14' =2" X 12 ' -10 " PILOT TRAVEL CENTER 1,ddress: 20600 SMOKEY POINT BLVD ARLINGTON, WA 98223 ----------------------- ------------------------I r ? I City of Jurisdiction: I UTLINE OF I CITY OF ARLINGTON ® 1162 LEDs CLOUD SECTIONS 162 LEDs _ ® Designer: -----------------------------------, VADIM I I I 1 jI i 159 LEDs ® Date Created: 08-15-2018 I I I I I I I I W.O. #: L ---- — — — 4 N/A I I 1 I ----------- I „R„ File Path: --------- — 1 I I I P.Q018 J08S\PNIIot bevel C,nle�Pilot 4 1103- I ArfinglDn.WAWRTWORK — --- 1�— —� ELECTRICAL OUT L __—I GE TETRA MINIMAX 158 LEDs I --- PROVISION I GEMM71-2 WHITE --------------------� REVISIONS . I I--------------- 1 I LECTRICAL OUT i 1 R(V 1:08-23-1e CLIENT UPDATES PROVISION I 159 LEDs ® I 1 I TO LETTER CLOUD I I I I I I IR C V 2:08-2418 CLIENT UPDATES I I ENGINEER DRAWINGS n 1 Rev 3: O9 IS RY VAOIN-DIRECTIONAL SIGMS 1 I I 1 -]S-NEW 90,-]S"NOW(D/P)SIDE S-WILCOH V, CHANNIL LITTERS-S"/ELICTRICAL PACE REVISED ^ I WIDTI: YO R AND SIGN-]1-NOTCD]O"k]D"- RIOM TOREAD-RV ONLY/NO TCO30- ® I I Rev 4: 9-13/18 1 ttrtrtrtaa I I I UPDATE ENGINEERING I 1 162 LEDs I 158 LEDs ® DRAWING 1 162 LEDs I I Rev 5: LED LAYOUT I ELECTRICAL OUT I I PROVISION 1 1 I I I Bernie Signature: 1 I I I I ELECTRICAL REQUIREMENTS: PER SIDE 1 1 I I -- - — 1 I 1 1 1 I LED: (1282) GE TETRA MINIMAX GEMM71-2 WHITEI I LED & DRIVER LAYOUTS I (1) 20AMP CIRCUIT 1 (170) LEDS PER I DRIVER: (8)GEPS12-60U—NA O 0.65 AMPS I Date: REQUIRED TOTAL I AS PROVIIDED DRIVER MAX I TOTAL LOAD: 5.20A ® 120VAC 1 Brad Signature: BY GE LIGHTNING CIRCUITS: (1)20 AMP REQUIRED 1 I I I L.------------------------1------------------------1----------------------------------J Date: TM o'"RBIR 2211 PECH RD HOUSTON TX 7705 832-727-5415 PILOT HIwRISE D/F CABINET 17 �' 0 "X 6' =611 T Custt omerom er P 11CS1aNs CODi : PILOT TRAVEL CENTER Address: 20600 SCALE: 1/2" = 1' 110.500 SQ. FT. s ARLIN T OKEY POINT BLVD ARUNGTON, WA 98223 City of Jurisdiction: CITY OF ARLINGTON Designer: VADIM Date Created: 08-15-2018 W.O. #: N/A File Path: P:@013 JOBSIPIPIIot Travel Center Pllo1#1103- Miogt-.WAIARTWORK REVISIONS RE 08-23-16 CLIENT UPDATES Re V 2: 08-24-18 CLIENT UPDATES ENGINEER DRAWINGS p W O W MET co M O c4 M O co M O W X O t"7 M O W f O REV 3:06-6-16 6Y VAD1N-DIN[CTIONAL SIGNS -36-RMAEO,-1E-NOW(D/E)SIDE S-'W ELCONE-, (DO O w w O w P- O CWJ/NIL LETT[RS'6-MLACTRICAL►A03 REVISED to Cad pl C a pl .p QI C a Of Ca a O C a a w a o� a REMIWIDTH TO B AND*V O-[Y NUTRU KS- - RlVi3[D TO READ-RV ONLY/NO TRUCIIS' W �tD 0t �MO O..IDO �.AO 0 W o �tOt� �m0 W Om oN rn oy O�n rn rnN rn Om rn Om rn tnN o� Rev 4: 9-13/18 o c Owo owo Owo owo owo 00o Owo owo UPDATE ENGINEERING C CA COS 00 OS 00� COoE OOo` COS __ COo` DRAWING Rev 5: Bernie Signature: Date: THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SINGLE FACE CABINET FOR HI-RISE Brad Signature: 255 Modules: Principal LED - STREET STIKS Single Sided HD Heavyweight- PL-OP2-HW3-P/ST SS-84-XX (HD) 336.6 WATTS POWER SUPPLIES TOTAL: 9 PRINCIPAL 120/277V 50-60Hz TOTAL MODULES: 510 /TOTAL WATTS: 673.2 TOTAL AMPS: 5.61 @ 120V/ 2.43 @ 277V Date: .I• • Panlone 166 C T11i3 REPUBLIC ales 3M 3630-33 RED , , 2211 PECH RD HOUSTON T%7705� PILOT832-727-5415 STRUCTURAL DETAILS PeMone167C TtoEPUBI.I'SI N`. 'O�, 3M 3630.53 CARDINAL RED Customemer: illillilillillillilliillillililllllllllllllIIIIIIIIIIIIIIIIIIIIIIlillillillillililllllllllllllllllI PILOT TRAVEL CENTER Pantone 1235 C 3M 3630-125 GOLDEN YELLOW Address: 20600 SMOKEY POINT BLVD MANUFACTURING MATERIAL LIST ARLINGTON, WA 98223 6061 -T6 1-ity of Jurisdiction: h t� � 2"x 2"x ,250" STRUCTURAL ALUMINUM CITY OFARLINGTON f !I ANGLE FRAME. Designer: * 6063-T52 VADIM 2"x 2"x .250" SQUARE ALUMINUM ' TUBE SUPPORTS 08- created: 1 ` 8-15-2018 * .063" PRE- PAINTED ALUMINUM SHEETS N.O. #: N/A * 20oz. COOLEY-BRITE WHITE FLEX FACE ile Path: i . P:@010 JOBSIPIPiIoI Travel CenlerlPibt#1103- I * SIGNCOMP 2 1/2" FC CLIPS Arlington,WXARTWORK 4 ! I * 3/4"x 3/16" GALVANIZED BAR GRATING REVISIONS * 3M TRANSLUCENT VINYL GRAPHICS 05-23-16 CLIENT UPDATES --- � * PRINCIPAL LED-STREETFIGHTER HEAVYWEIGHT STICKS Rev c:OS-gala CLIENT UPDATES ENGINEER DRAWINGS * PRINCIPAL 120/277V-60W POWER SUPPLY !Iev wO5s*OYVADIM-DIRECTIONALOIOH5 ]S'REVISED,-13-NOW(O/E)SIDE -WELCOME", CHANNELLETTIRS'O'/ELECTRICAL►AGE REVISED MOM E'-S',AND SION'a&-IIUTM 10'1(30'- RMSED TO READ-RV ONLY/NO TRUCKS- * 3/4" STEEL PLATE Rev a: 9-13/18 UPDATE ENGINEERING * 3/4" SOLID STEEL BAR DRAWING Rev 5- l� Rcrnic Signature: Date: r ' Brad Signature: 0 : � 1Lt.: GRADING FRAMING STEEL SUPPORT DOOR ACCESS STEEL SADDLE THIS SIGN IS INTENDED TO BE INSTALLED IN 2211 PECH RD HOUSTON TX 77055 9ELCOME TO 832-727-5415 WELCOME-. TO ARLINGTON PANTONE 274 ROYAL BLUE TEXA8REPUBMCS10NS.00�t Customer: STRUCTURALDETAILS PILOT TRAVEL CENTER 20600 SMOKEY POINT BLVD 1 - ARLINGTON, WA 98223 1 City of Jurisdiction: rip. CITY OF ARLINGTON 1,Elk Designer: At VADIM 1 )ME TO Date Created: 08-15-2018 >r W.O. #: ., N/A -- File Path: 10 P:\2018 JOBS\P\Pilot Travel Center\P„ot#1103- lift � `�'" +�' Ar4ng!on,WAIARTWORK REVISIONS r — '`'T ..A. �r MANUFACTURING MATERIAL LIST 08-23-18 CLIENT UPDATES * 6061 -T6 I 2"x 2"x .250" STRUCTURAL ALUMINUM rcr-,' 08-24-18 CLIENT UPDATES ANGLE FRAME. ENGINEER DRAWINGS * 6063-T52 Rev 3: 09M"]Y BY vADIN-DIRECRONAL SIC" 2"x 2"x .250" SQUARE ALUMINUM CH REY`9E°'�v N/ELICT'CALPACEDE CNANNILLEITER3'9"/!1l CTRICAL 30-30--REVISED VADiMi t'-0',AND SIYN"]]'NUTCD]0"1r]0"- TUBE SUPPORTS REVISED TO READ*AV ONLY/NO MUCKS' Rev 4: 9-13/18 * .063" PREF- PAINTED ALUMINUM SHEETS UPDATE ENGINEERING DRAWING * 20oz. COOLEY-BRITE WHITE FLEX FACE Rev 5: * SIGNCOMP 2 %" FC CLIPS Bernie Signature: 3/4"x 3/16" GALVANIZED BAR GRATING * 3M TRANSLUCENT VINYL GRAPHICS PRINCIPAL LED-STREETFIGHTER Date: HEAVYWEIGHT STICKS brad Signature: * PRINCIPAL 120/277V-60W POWER SUPPLY f * 3/4" STEEL PLATE O BE INSTALLED IN Date: *3/4" SOLID STEEL BAR _ GRADING STEEL SUPPORT ACCESS DOOR STEEL SADDLECODE. EW COLOR CHART T IA S }�/�f�� lC 1� 3M#3630-53 CARDINAL RED 0""fAs 2211 PFCH RD HOUSTO\TX 7705,. 3M#3630-33 RED 832-727-5415 3M#3630-25 SUNFLOWER YELLOW TFYASRFPUBLUIS101yS COO Customer: FACES PAINTED RED PMS 1795 2ND SURFACE PILOT TRAVEL CENTER ■ BLACK VINYL OUTLINE APPLIED 2ND SURFACE CLEAR POLYCARBONATE FACES PAINTED WHITE 2ND SURFACE 3M 3630-236 TURQUOISE Address: ■ 3M 3630-36 BLUE 20600 SMOKEY POINT BLVD ■ 3M 7725-12 BLACK ARLINGTON, WA 98223 3M 3630-136 LIME GREEN City of Jurisdiction: WHITE CITY OF ARLINGTON Designer: VADIM Date Created: 08-15-2018 17'-g 1/2" 24" �., W.O. #: 19rr 8'-1 3/4" 8'-1 3/4" - 91, Ell,, N/A File Path: p L rb - - P:\2018 JOBS'l ilol Travel Cenler\Pilol N 1103- MYS SO Arlington,WAIARTWORK REVISIONS pa� jj I FREc tD lh A KL_ 06-23-18 CLIENT UPDATES Ew N _ Q N I SEE - - �'— 08-24-18 CLIENT UPDATES • , �•r , U! _IESEL ENGINEER DRAWINGS T Q 6C'EV SED D'23'1 By NOW(D/F)I EECTIONAL B-"WE COHE'SIGNS im WIDTNEB 6CHANNL 6AND SIGNL21ERS-9"JEE ^ PAGE REVISED H RICAL MUTCD 30"K30"- • • .„ REVISED TO READ"RV ONLY/NO TRUCKS" Rev 4: 9-13/18 H UPDATE ENGINEERING 4Mal DRAWING Rev 5: - - - Bernie Signature: M Date: REVISEDSignature:Brad Signate: 41-011 21101) � Received MONUMENT SIGN NOV 0 9 7018 Date: 1 TOTAL = 190.04 SQ FTINTENDED Scale: 1/4"=1' r TF• � $IUC 2211 PECH RD HOUSTON TX 7705 832-727-5415 TF—VaSREPUBLICSIGNS.COM -ustomer: PILOT MONUMENT D/F CABINET 8'1 " X 3'-2" PILOT TRAVEL CENTER Address: SCALE: 11/2 = V 25.59 SQ. FT. 2 20600 SMOKEY POINT BLVD ARLINGTON,WA 98223 City of 3urisdiction: CITY OF ARLINGTON _ Designer: VADIM Date Created: n _ 08-15-2018 l� Load:39.6% Modules: 18 Watts:23.8 of 60.0 N/A File Path: P@O1B JOBSJF All Travel Center0lot#1103- /ofington.WAN ARTWORK • ` Load:39.6°/D Modules: 18 Rev 1:00-23-18 CLIENT UPDATES Watts:23.8 of 60.0 Rev 2: OB-24-18 CLIENT UPDATES ENGINEER DRAWINGS — I Rev 3:09-S-IS BY VADIN-DIRECTIONAL SIGNS ']E-kill'7S-NOW(D/F)SIDE B`WELCOME', CHANNEL LETTERS'*'/ELECTRIUL PAGE REVISED - WIDTII:S'.E`,AND$ION-21-NUTCO J0-KJD'- Load:39.6% RE.TO READ-RV ONLY/NO TRUCKS' Modules: 18 Rev 4: 9-13/18 Watts:23.8 of 60.0 UPDATE ENGINEERING DRAWING Rev 5: Ilernic Signature: THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS D/F CABINET. Date: 54 Modules: Principal LED - STREET STIKS Single Sided HD Heavyweight- PL-OP2-HW3-P/ST SS-96-XX (HD) Brad Signature: 71.3 WATTS POWER SUPPLIES TOTAL: 3 PRINCIPAL 120/277V 50-60Hz TOTAL MODULES: 108 /TOTAL WATTS: 142.6TOTAL AMPS: 1.18 @ 120V 10.51 @ 277V Date: THIS SIGN IS INTENDED TO BE INSTALLED IN T MPVBLIB is 2211 PECH RDiHOOUSTON T%770,V 832-727-5415 TEY-MItE POIILIt ISMNS.COII Customer: ARBY'S MONUMENT D/F CABINET 81 " X 3'-2" PILOT TRAVEL CENTER Address: SCALE: 11/2 = V 25.59 SQ. FT. 2 20600 SMOKEY POINT BLVD ARLINGTON, WA 98223 City of Jurisdiction: CITY OF ARLINGTON _ Designer: VADIM Date Created: 08-1S-2018 ` Load:39.6% Modules: 18 W.O. #: Watts:23.8 of 60.0 N/A File Path: RUM JOB&MMI CentertPilDl#1103- AdINton.WMARTWORK REVISIONS Load:39.6% Modules: 18 Rev 1:08-23-18 CLIENT UPDATES Watts:23.8 of 60.0 Rev 2:08-24-18 CLIENT UPDATES IENGINEER DRAWINGS Rev 3: 66 a•/6 ev vADIN-DIREcrloruL sIGNa 126.111 to,12V Now tole)SIDE 6--WELCONe•, CHANNEL LETTERS'S-/ELACIRIC L PAGE REVI6E0 (! WIDTH:W-6-,AND SIGN'31-NUICO 30-"0-- U Load:39.6% REVISED 10 READ IRV ONLY/NO TRUCKS' Modules: 18 Rev 4: 9-13/18 Watts:23.8 of 60.0 UPDATE ENGINEERING DRAWING Rev 5: Bernie Signature: THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS D/F CABINET. Date: 54 Modules: Principal LED- STREET STIKS Single Sided HD Heavyweight- PL-OP2-HW3-P/ST SS-96-XX (HD) Brad Signature: 71.3 WATTS POWER SUPPLIES TOTAL: 3 PRINCIPAL 120/277V 50-60Hz TOTAL MODULES: 108 I TOTAL WATTS: 142.6TOTAL AMPS: 1.18 @ 120V 10.51 @ 277V Date: Lim r • • ■ ■ TM SONS 2211 PECH RD HOUSTON T%7 7 05f 832-727-5415 TEMSREPUBLiCSIU N S.COM Customer: PJ FRESH MONUMENT D/F CABINET 8'1 " X 3'-211 PILOT TRAVEL CENTER Address: SCALE: 11/2 = 1' 25.59 SQ. FT. 2 20600 SMOKEY POINT BLVD ARLINGTON, WA 98223 City of]urisdictio CITY OF ARLINGTON Designer: - VADIM 08-15-2018 Load:39.6% Modules: 18 W.O. #. Watts:23.8 of 60.0 NSA File Path: P:t201 B JOBStPtPllot Travel ConterkPllol N 1103- ArMgton,WAWRTWORK Load:39.6% Modules: 18 R 05-23-18 CLIENT UPDATES Watts:23.8 of 60.0 Rev 2:08-24-15 CLIENT UPDATES ENGINEEER DRAWINGS Rev 3: OE-0.1R&Y VADIWOIRECRONAL SIG" 1201 REVIf[D,-2E-NOW(Off)SIDE -WELCOME-, CHANNEL LEEMR3-•-/[L[Ci0.1CAL PAGO REVISED -- WIDTIIE AND SION-21•HUTCD 30Z30- Load:39.6% REVISED TO""-RV ONLY/NO TRUCK• Modules: 18 Rev 4: 9-13/18 Watts:23.8 of 60.0 UPDATE ENGINEERING DRAWING Rev 5: Bernie Signature: THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS D/F CABINET. Date: 54 Modules: Principal LED - STREET STIKS Single Sided HD Heavyweight- PL-OP2-HW3-P/ST SS-96-XX (HD) Brad signature: 71.3 WATTS POWER SUPPLIES TOTAL: 3 PRINCIPAL 120/277V 50-60Hz TOTAL MODULES: 108 /TOTAL WATTS: 142.6TOTAL AMPS: 1.18 @ 120V/ 0.51 @ 277V Date: nr THIS SIGN IS INTENDED TO BE INSTALLED IN SCOPE OF WORK: - INSTALL(1) ONE LED PRICER DEF SIGN FOR SOUTHEAST CANOPY ELEVATION PROVIDED BY OTHERS COLOR CHART $1113 PUILIC - MANUFACTURE AND INSTALL (3)THREE "RV ONLY/NO TRUCKS" D/F MUTCD COMPLIANT SIGNS FOR $��� 3M#680-10 221 11'i;c1i xn uousTonT Tx 770M (2)TWO FOR NORTHEAST AND (1) ONE FOR SOUTHWEST GROUND ELEVATIONS 832-727-5415 - MANUFACTURE AND INSTALL (3)THREE "STOP" SIGNS FOR NORTHEAST, NORTHWEST,AND SOUTHEAST GROUND ELEVATIONS DIGITAL PRINT - MANUFACTURE AND INSTALL (1) ONE "NO LEFT TURN" REFLECTIVE SIGN FOR NORTH GROUND ELEVATION Customer-: - MANUFACTURE AND INSTALL (1) ONE "RIGHT TURN ONLY" REFLECTIVE SIGN FOR NORTH GROUND ELEVATION PILOT TRAVEL CENTER ra Address: I I 20600 SMOKEY POINT BLVD OF SIGN AND-CANOPY ARLINGTON, WA 98223 - I City of 3urisdiction: H - j�l U ' 4 CITY OF ARLINGTON Alf Designer: iv cw >t 7 a/e' Y-t:V15 �rI` VADIM RM Ye. 10 aP .pI or ALL WL3 `r'c,'�.-?'. ralnw pit:/ vcsc -- E' b' ---- IgpTSINAL aT(SfLA ED M E%CAIM ILSOS Date Created: _ 08-15-2018 CANOPY Sam 2 APPROACH sinE or TRuGK CAPIOPY seller 3/V - i'-D' W.O. #: K Q N/A RG 2'-^8" X 6'-5" X.6" THM SR40LE FACE s; l_ a MRNALLY ILLUMINATED W x W IIUMD CDMPLMT File Path: 1X DEF PRICER SIGN WJM13ERS ARE ELECTRONIC "ALITIDB D-r/1110 TRUCKS'SIGN—J LED MSPLAY WHITE eACKaeDUID w/ CITY p,2018 JOBSXP PilatTevel Cenle PilotM1103- • • SCALE: N.T.S FWVQE ISBL•AGK BLACK LEf UWW A Ungtoo,WAVJ;r WORK SQIiAF#E FOOTAGE 17.11 S.F. REVISIONS �•L° ,,E, o Rev 1:08-23-18 CLIENT UPDATES Rev 2: 08-2A-18 CLIENT UPDATES IL lNGINEEa DaAYVINGS tEo GRADE Rev 3: ,-X-i�sr(0/p)otrttmo"u aic"s :e RcvlsEn, s3^now ID/r)arDe"•weLco"E 31 (R3—�) CHANNEL L[TTERs•0^/ltscrucAL GAGE REVISED WIDTNIS'-S^,AND V/11•CT ICAL M"KaO-- O Q REVISED TO READ•RV ONLY/NO TRUCKS' Ism- Rev 4: 9-13/18 corn otaru. 4'0 HOLE UPDATE ENGINEERING SET U—GW1hEL POSES PLUMB MTH NON--SHRINK C130171. DRAWING Rev 5: 1X NO LEFT TURN 1X RIGHT TURN ONLY 3X MUTCD COMPLIANT 30"X30" 3X STOP SIGNS1 REFLECTIVE SIGN REFLECTIVE SIGN --1 RV ONLY / NO TRUCKS SIGN • �r,I l SCALE Bernie Signature: v Ei E Er r n� E SSCALE: 1/4'•=1 SCALE: 1/4 =1 SCALE: 1/4 =1 SCALE: 1/4 —1 Date: Brad Signature: ,Date: THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600OF THE NEC ANDIOR OTHER APPLICABLE LOCAL CODE.THIS INCLUDES • ■ TBM•S RIP92LIC 3I 113 2211 PECH RD HOUSTON TX 77WW 832-727-5415 TEXAMPUBLICSIGNS.CiIM jjj Customer: &Now PILOT TRAVEL CENTER *z7-wr T.OI. Ike1 21'-Y TOT. 1 to-e•r:F. At A2 ® I Address: Liij 20600 SMOKEY POINT BLVD w srvcco,ri : ARLINGTON, WA 98223 2'�O" PRE- �• ,-4' •' :' - , 2'-O' --� - City of Jurisdiction: �' ,a. ► i ,''`J `' I M CITY OF ARLINGTON J&ML WOPY �, --. �1`�` �71 1�7�G ;a•;� �.1 .ji�� a` �' 1 ,'1,;' _ ':': I N HSTALEM By tSJMR1CT9k * ;.• Designer: VADIM Iv- Date Created: _ ..\ .rt'P. �.• r f 1 - I 08-15-2018 JU ' wj L _ _ � � _ _ _ � _ �. ... � � �-1�F_, � 3 l� ._ � �.rJf _ J W.O. #: ....,.•.�... 11 a..l P1T+ r—t l-1e•1 J� r--r.�t+ _ - N/A SCALE: 1" =118.5" File Path: FRONTELEVATION SQ. FT. 2838.02 P12018 JOBStPtPilMLevel CenleV\Pilol#1103 Aft W♦WAWTMORK REVISIONS 119'-11" 08-23-18 CLIENT UPDATES -"" • Rev 2: 08-24-18 CLIENT UPDATES 1 A - Y rox. — — — ' I A _ p1iY.t(y1M JDGIIS irn=3 J 1,-�.� 201_r'T.Qf. ENGINEER DRAWINGS 4-- 1 MO'-v I.ur. L_'J z7—r Rev 3: OP-f-1.■ 1 1 L L [w P ros. ES7WBM JIM{11P} ,: '26'AMBlD,'11'MOW(D/P){ID!h'W COME[ • - �•:: - ••; • •••• CNANN[L L [ '■'1LOCrRKAL PAO$RM51O ......_-... •:� .l ,:• •� •r. . -;.•: •:,,_ MOTH[/'-6?DWON-11'NUTC030""0'- 1 _ •.,' 'C'�'• '••'•^•i R[V1S[D TO READ-RV ONLY/NO TRUCKS- _ '.ra ,.�::.,:.;. .:�• •1. •'° _ _ -• � . . ' • ::' ►' i.�� Rev 4: 9-13/18 .us'-t1 t/ice. ~ :Y7-0 3✓0". - l < a �5 7.1/2: r d -7 3/4., .,`: L. j'i -; : :+,, �`'s7 —i-• a;.< � ,: .,+ UPDATE ENGINEERING c a. ,• - ;'� :'.ffj�� .1:•. •;� 1': ,�:. y.. .'1' '� N .,� - DRAWING Rev 5: :\ •r ire •S i. , R , Si rrnie B afore: ' 7•_ i t .I •r; \\ .%+• •r,•,i��'''V••'W j••1••�� _.��r't,'i!`C�e .�Y?�;J�h •�,J�: - - I \ '✓' !%r i. \ _•-,r;C•_`h.'4,+♦fN°,Y 1 .�?'. L' L •Jc•r,•'�:? nzI R?' "i `ti�.F-41°eFANU nLnJcrn'm� 'P+„w•,,r •A■RYA' Date: W• as nR 7 fEM ELEVATM Brad Signature: 1" = 126.0" REAR ELEVATION SQ. FT. 2608.18 Date: 1 • 1 ■ 1 I , 1 ■ 1 , 1 , ■ 1 ■ ■ 1 1 ■ ■ ■ , ■ ■ , 1 ■ ■ ■ 1 ■ ■ ■ r 1 ■ ■ � al I • ■ 3LB1ISUBUC 2211 PECH RD HOUSTON TX 7705 832-727-5415 TF GAS RFPUBTACSTONS.C'()DT Customer: PILOT TRAVEL CENTER Address: 20600 SMOKEY POINT BLVD ARLINGTON, WA 98223 City of Jurisdiction: CITY OF ARLINGTON c} 79 Designer: VADIM vt.:rnt. !^^• AV hJ �- 21'-9• T.O.F_ ElIFA1YBI0M ,IQINrS (1Yr) AA A5 A3 A5 A8 � -a"'r.o IV—TAR A6 ` _. Date Created: 16' e-rod, - 08-15-2018 F2E51 AND 1h . � EL W.O. #: t.' '" d ..•.., .' r. - lip Al Al �6'—B 1%4' :,. ���14�—ON ` i.>. �.44-0'• .`' 14'—a'` 'S'-8 1/4 ; File Path: 1 ,ti ;n;.•• ' •'I •} ,ti •,• , yF v - P.WS JOB&PtPilot Travel CenlerlPilol#1103- Q �• A7NL Y 7NL � •© 7I9 AdVan.WAvtRTWORK O °4- L..t i ," :�.. :.;' +! t ... ;ty sr :, -`•' n '—g 7/8• 7�-7 1�8 s-+ 3 .`- ! ``~ .•�• .4ti•�:•t•1, .:•.• .r� t• ••a. `t_`•• 2�w•ti;ti:.a.• ••�•'r' _ _. .. .:..� A7iL REVISIONS �• "�w �,^ > �,! �•ts ':" :� .p �„i :�. I ••� '.T .-O ., .t y,'t' ••� •y "•�,' O 05-29-18 CLIENT UPDATES P. v„ ...yu'" �•• A. .a 1.,. •.< •-a!'4• •°°, },Z• }tA. eti .t.iy.-Ari, •ti .t•:.. 41.aR�: 'rt i'•a••, _�,•^.w M• •a ® Rev 2: 0/-24-16 CLIENT UPDATES r•�%�� �•�3�.!'.,S-,:"'4b'i Yi._it'd- `i3'>i `'•'� '�•`.•,. �x[�L;sti•j`>�tTr. �::t.•'Y':S. �T�h+ ��•y; .T-r!"..�. �i;� �~..t•y:f.� :s�a •••�:�*' i•;, '�' + . '�- t -p•• Lea,: -7r N �At, ►ya'{• .!!" t. 'inw 'C'..•t-. .+� •I •• ENGINEER DRAWINGS I .ti' � ?��/• 3t.Y.-. .�av:7:•r[•tlj i� '1.•S'(•�."= ;�:: :l i•lti R��f•r�,!',���•;•?, .any' 4 ,y..«a ...��e� �i�yr,�,.�f a .L.,si?(v�' - - � -1•�� T iV I2eV 3: °s•e-a°°vvA im.wA[cnONAtSIGNS A8 4' STUCCO A3 A8 Ad A4 Ae PRE-FINSNED DRIVE-THRU Al 4" Micro Al A2 HA N IL LIT MS-*'ELMCTR°Joe s41"VI ID CNATH, -6-,AM4 SIGN-1-MUILYADt NOVISaD A#rCENT BMiD (AhiOPY AND 71E-fiWX-qOWNER. DENT BAND wmTN: TO AND SIGN N•]a-N TRU 7D-1nO"- ' FRONDED � OMINER. Ile V��OYE" Ntvas[n TO 11[AD"NV DILLY/NO TI:UOfb" 14STA IED EY CONTRACTOR IN n=0 trypl Rev 4: 9-13/18 2 FWAUR'IW AWN UPDATE ENGINEERING DRAWING As.t 1" = 92.75" Rev 5: RESTAURANT ELEVATION SQ. FT. 1560.25 Benale Signature: Date: Brad Signature: Dale: ACCORDANCETHIS SIGN IS NTENDED TO BE INSTALLED IN • THE SCOPE OF WORK: - MANUFACTURE AND INSTALL (1) ONE PILOT BUILDING SIGN FOR NORTH BUILDING ELEVATION COLOR CHART REPUBLIC - MANUFACTURE AND INSTALL (1) ONE PJ FRESH BUILDING SIGN FOR NORTH BUILDING ELEVATION ■ 3M#3630-53 CARDINAL RED SIGNS 2211 PPCTT ED TIOT'STOn TX - MANUFACTURE AND INSTALL (1) ONE CINNABON BUILDING SIGN FOR NORTH BUILDING ELEVATION ■ 3M#3630-33 RED 832-727-5415 3M#3630-25 SUNFLOWER YELLOW i'►X1tiTtliT'I 1s1.11'�u:X�s I1,v ■ 3M 3630-236 TURQUOISE Customer: TRAVEL CENTER ■ 3M 3630-36 BLUE ■ 3M 7725-12 BLACK 10'-6" 5" Address: �- � 3M 3630-136 LIME GREEN WHITE 20600 SMOKEY POINT BLVD ARLINGTON, WA 98223 City of Jurisdiction: c , , CITY OF ARLINGTON Designer: VADIM Date Created: 1X PILOT BUILDING SIGN 42,0 SQ FT SIDEVIEW 08-15-2018 � . _ SCALE: 1/4"=1' 9 #: c N/A -0.040" X 5" DEEP PRE-FINISHED BLACK r Path: P'\P01 B JOBS\P1Pilot Travel Center\Pilot p 1103- 9'-2" 5„ ALUMINUM SIDEWALLS. Mr"De WAIARTWORK A -0.063" PRE-FINISHED WHITE ALUMINUM BACKS. _ } REVISIONS ■ . J a 7 0 M O a 06-23-18 CLIENT UPDATES -3/16" WHITE LEXAN FACES. ;co a� -2" RETAINER - d O Rev 2: 08-24-18 CLIENT UPDATES d ENGINEER DRAWINGS 1X P] FRESH BUILDING SIGN SIDEVIEW -WHITE PRINCIPAL LED MODULES < ` " izev 3: 09.6-ISRYVADIM-DIRCCTIONALSIGNS 27.5 SQ FT (PR-OP2-TW1-P OPTIMA PLUS). f 26"REVISED,"23"NOW ECTRICIDEB--WEVISEO. CHANNEL tl77CR5"9"/ELECTRICAL PAGE REV76EO WIDTH,B'-6-,AND SIGN"21-MUTCD 30-X30"- REVISED TO READ"RV ONLY/NO TRUCKS" SCALE: 1/4"=1' { Rev 4: 9-13/18 -3M VINYL APPLIED TO FIRST SURFACE �" UPDATE ENGINEERING f--� DRAWING <f PRIMARY Rev 5: $1-01, {; FLECTRICAI 5" {! SUPPLIED 1 BY OTHERS { c Bernie Signature: N -DRAIN HOLES Date: Brad Signature: 1X CINNAMON BUILDING SIGN SIDEVIEW MIN 3/8" X 5" N O N SCALE: i/4„-1' 22.6 SQ FT CORROSIVE HARDWARE — Date: .. I rya Sion B�9 2211 PECH RD HOUSTON TX 7705 832-727-5415 TEXASREPUBMCSIGNS.0011 Customer: PILOT TRAVEL CENTER Address: 20600 SMOKEY POINT BLVD PILOT S/F WALL SIGN 1016" X 4'-0" ARLINGTON, WA98223 City of Jurisdiction: SCALE: 3/4" = V 41.0 SQ. FT. 2 CITY OF ARLINGTON Designs VADIM Date Created: 08-15-2018 W.O. #: Load:81.4% N/A Modules:37 File Pal Watts:48.8 of 60.0 PS:Pdncipal 60W «..�>..i"..<- �.� - .< .r-�.� ---- .� w�2oleJoeswwiaTmvelcentatwaatatlOs- Nlfnpt-,WAW2TWORK Load:81.4% Modules:37 Watts:48.8 of 60.0 REVISIONS PS: Phndpal60W Rev 1:OS-23-18 CLIENT UPDATES Rev 2: 08-24-16 CLIENT UPDATES ENGINEER DRAWINGS `— - Rev 3:a*-*.n IY mm-Dmecnom slaw -2V RMM,-Is-NOW(004 QDs i-MLCON67, _ CHANNEL Lffrrws WMACTRIGLL IAM 4XVIM WIDTH,8.4".WO SHIN-2V NUTCO 30"M' RVASM TO HEAD-RV ONLY/NO MUM- Rev 4: 9-13/18 UPDATE ENGINEERING DRAWING Rev 5: 74 Modules: Principal LEDS - Heavyweight- PL-OP2-HW3-P-X Bernie Signature: 97.7 WATTS POWER SUPPLIES TOTAL: 2 PRINCIPAL 120/277V 50-60Hz TOTAL MODULES: 74 /TOTAL WATTS: 97.7 TOTAL AMPS: 0.81 @ 120V/ 0.35 @ 277V Date: Brad Signature: Date: THIS SIGN IS INTENDED TO BE INSTALLED IN INN*N .. • , IS / / , 1 ■ 1 , 1 , ■ / ■ ■ 1 / ■ ■ ■ , ■ ■ , / • ■ ■ / ■ ■ ■ , ■ 1 ■ ■ ■ 1 xRus 111PUBLIC sifila 2211 PECH RD HOUSTON T%7705. 832-727-5415 TE'�1SRE,PUl1ljCSI(4A' .r Di Customer: PILOT TRAVEL CENTER 20600 SMOKEY POINT BLVD PJ FRESH S/F WALL SIGN 91,2" X 31,0" ARLINGTON, WA98223 City of Jur SCALE: 3/4" = V 27.5 SQ. FT. 2 CITY OF ARLINGTON Designer: VADIM Date Created: 08-15-2018 W.O. #: Load:70A% N/A Modules:32 Watts:42.2 of 60.0 File Path: PS:Universal 60W PA20I8 JOBSW Pd t T1 v'.G-terlPNM A 1103- ARmgtwl WAIARTWORK REVISTONS Load:70A% Re, 08-23-1e CLIENT UPDATES Modules:32 Watts:42.2 of 60.0 PS:Universal 60W I2 e v Z: 011-24-18 CLIENT UPDATES ENGINEER DRAWINGS E2ev 3: Oo-aIS SY VADlM OlRernonwl slcns `]!"RCV[S[0,"]]'NOW(D/I)SIDE S'WfL[ONE', C NANNEL LETTERS'S'/IIECTIIICAL PAG!REVISED WIOIN1 S•-6',ANU SIGN']I"NUTCD]0"%]0-- REVISED TO READ-RV ONLY/NO TIIUCN5- Rev 4: 9-13/18 UPDATE ENGINEERING DRAWING Rev 5: 64 Modules: Principal LEDS - Heavyweight- PL-OP2-HW3-P-X Bernie Signature: 84.5 WATTS POWER SUPPLIES TOTAL: 2 PRINCIPAL 120/277V 50-60Hz TOTAL MODULES: 64/TOTAL WATTS: 84.5 TOTAL AMPS: 0.70 @ 120V/ 0.30 @ 277V Date: Brad Signature: Date: THIS SIGN IS INTENDED TO BE &CCORDANCE .. I TEXAS 111M C slags 2211 PECH RD HOUSTON TX 7705. 832-727-5415 TEXASREPUBLICSTONS.COM Customer: PILOT TRAVEL CENTER CINNABON S/F WALL SIGN 8'-0" X 3'-0" Address: 20600 SMOKEY POINT BLVD SCALE: 1 = V 16.81 SQ. F7e. ARLINGTON, WA 98223 City of 3urisdiction: CITY OF ARLINGTON Designer: VADIM Date Created: 08-15-2018 W.O. #: N/A File Path: PA2018 JOBStPIPilot Travel Cenler\PiI.1#1103 - - 1 ArUngw.WAMTWORK fREVISIONS R(NI 1 08-23-10 CLIENT UPDATES Rev 2:011-24-18 CLIENT UPDATES ENGINEER DRAWINGS Rey 3: 06-6-I..VvADIM�IRECTSOMALSI6MS '26'REVISED,'27'MOW(O/E)MOE b.-IN LCOME', Q WIDTMCHMNt%6"M1D MGM-2RS 11,TU MVTLCO PAGE 30-x 0'RIM!D Load: 99.0/O REVISED TO READ'AV ONLY/NO MUMS' Modules: 45 Rev 4: 9-13/18 Watts: 59.4 of 60.0 UPDATE ENGINEERING PS: PRINCIPAL 60W DRAWING Rev 5: Bcrnic Signature: 45 Modules: Principal LEDS - Heavyweight- PL-OP2-HW3-P-X Date: 59.4 WATTS POWER SUPPLIES TOTAL: 1 PRINCIPAL 120/277V 50-60Hz Brad Signature: TOTAL MODULES: 45 / TOTAL WATTS: 59.4 TOTAL AMPS: 0.49 @ 120V/ 0.21 @ 277V Date: THIS SIGN IS INTENDED TO BE .r r ' • , • / 1 � 1 • 1 ' 1 , • t . . t t . . . , r r , t . • . t r r r , . t r . . • REPUBLIC SCOPE OF WORK: - MANUFACTURE AND INSTALL (1) ONE "WELCOME" BUILDING SIGN FOR NORTH BUILDING ELEVATION SIGNS - MANUFACTURE AND INSTALL (1) ONE "WELCOME DRIVERS" BUILDING SIGN FOR SOUTH BUILDING ELEVATION 221 1 rFrir Rn iror,smon TX 892-72 7-soil Customer: PILOT TRAVEL CENTER Address: 20600 SMOKEY POINT BLVD ARLINGTON, WA 98223 lV O r City of Jurisdiction: - CITY OF ARLINGTON Designer: NORTH BUILDING ELEVATION VADIM Date Created: 08-15-2018 W.O. #: N/A ix '"WELCOME" BUILDING SIGN File Path: PA2016 JOBSIP\Pilot Travel Center\Pilot#1103- SCALE: 1/4"= 1' ts.6 SQ F i AAnplOn,WA\ARTWORK WELCOME & WELCOME DRIVERS REVISIONS DETAILS 08-23-18 CLIENT UPDATES 167-0'I >1 Rev Z: 08-24-18 CLIENT UPDATES IV VI ENGINEER DRAWINGS Rev 3: 09-6-IB BY VADIM-DIRECTIONAL SIGHS N O M IF= E ID) n Em— C"A REVISED,"23"NOW(D/E)BIDE AGE E REVISED MOM LETTERS SIGN-21-ICAL MUTCO 30E 30'*- tl WIOTNt A'-6^,AND SIGN"11"MUTCO 30"%30"- REVISEDTOR[AD-AV ONLY/NO TRUCI(S" • 0.040" X 5" DEEP PRE-FINISHED BLACK Rev 4: 9-13/18 ALUMINUM SIDEWALLS. UPDATE ENGINEERING DRAWING SOUTH BUILDING E • 0.063" PRE-FINISHED WHITE ALUMINUM BACKS. Rev 5: • 3/16" #7328 WHITE ACRYLIC FACES. • 1" BLACK JEWELITE TRIMCAP. Bernie Signature: r'', • WHITE PRINCIPAL LED MODULES (PR-0P2-TW1-P OPTIMA PLUS). 1X "WELCOME DRIVERS" BUILDING SIGN' ��a+wmu E04Ea RawLv t)31c: SCALE: 1/4"-1' 16.0 SQ FT 7� Brad Signature: ANGLE BRACE � / AWNING SUPPLIED BY OTHERS BY OTHERS #14 X 4" TEK SCREW —f~ A MI AWNIN Date: MIN 6 REQUIRED INTENDEDTHIS SIGN IS TO: TF.Za�ICr��BLOC 2211 PECH RD HOUSTON TX 7 7 0-5 i 832-727-5415 TE%ASRFP L1CSTGNS.CO11 Customer: PILOT TRAVEL CENTER "WELCOME" CHANNEL LETTERS BUILDING SIGN 8'-6" X 1 '-0" Addres-: 20600 SMOKEY POINT BLVD ARLINGTON, WA 98223 SCALE: V = V 8.00 SQ. FT. Z City of Jurisdiction: CITY OF ARLINGTON Designer: VADIM Dat 08-15-2018 W.O. #: N/A File Path: RVOIS JOBS1P kATravel Cwter%PNa1U 1103 ArO VIm WAIARTWORK Load:46.8% Modules:39 Rev 1:oe-23-le CLIENT UPDATES I L Watts:28.1 of 60.0 C - PS: Principal 60W Rev 2:011-24-18 CLIENT UPDATES ENGINEER DRAWINGS IZCv ;: 09-e-100Yv DIM-OIRECTIONALs14Ns '26-REVESEO,-23-NOW(0/!)610E*--WELCOME-, CHANNEL LEMRS.0-/ELECTRICAL RAGE 0EV2510 WJOTT 6'-6-,AMO SIGN I'MVTCO 10-X30'- REVLSEO TO READ-RV ONLY/NO TRUCJ(S- Rev 4: 9-13/18 UPDATE ENGINEERING DRAWING Rev 5: Bernie Signature: 39 Modules: Principal LEDS - Middleweight- PL-OP2-HW2-P-X Date: 28.1 WATTS POWER SUPPLIES TOTAL: 1 PRINCIPAL 120/277V 50-60Hz Brad Signature: TOTAL MODULES: 39 /TOTAL WATTS: 28.1 TOTAL AMPS: 0.23 @ 120V/ 0.10 @ 277V Cute: INSTALLEDTHIS SIGN IS INTENDED TO BE IN I"Im,MiLl 1ll,!l= N ■ ■ ■ TRUS REPUBLIC sitris 2211 PECH RD HOUSTON T%7705 832-727-5415 TFMSRFPURT,TCSTGNS.COM Customer: PILOT TRAVEL CENTER "WELCOME DRIVERS" CHANNEL LETTERS BUILDING SIGN 16'-0" X 1 '-0" 4ddress: 20600 SMOKEY POINT BLVD SCALE: 3/4" = V 16.00 SQ. FT. 2 ARLINGTON,WA 98223 City of Jurisdiction: CITY OF ARLINGTON Designer: VADIM Date Created: 08-15-2018 W.O. #: N/A Load: 92.4% Modules: 77 File Path: Watts: 55.4 of 60.0 P:%2018JOBS%"Ilot Tmvel CenteTlPdot#1103- PS: PRINCIPAL 60W Arlington,WAMTWORK R DREVISIONS S 00-23-16 CLIENT UPDATES- IV 1 08-24-18 CLIENT UPDATES ,ENGINEER DRAWINGS Rev 3:09619 BY VADI"UtECrIONAL9ICN3 x'RevluD•'23•Now �>� E(D/ [ -vacoN[', c...L LEMRs-E'/" A PAGE NevlseD WIDTH:3•-E',AND SIGN'21-NVTCDw-M - REMED TO READ-RV ONLY/NO TRAMW Rev 4: 9-13/18 UPDATE ENGINEERING DRAWING Rev 5: Bernie Signature: Date: Brad Signature: 77 Modules: Principal LEDS - Middleweight- PL-OP2-HW2-P-X 55.4 WATTS POWER SUPPLIES TOTAL: 1 PRINCIPAL 120/277V 50-601-1z Date: TOTAL MODULES: 77 /TOTAL WATTS: 55.4 TOTAL AMPS: 0.46 @ 120V/ 0.2 @ 277V THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE ARTICLE 600OF THE NEC ANDIOR OTHER INCLUDESAPPLICABLE LOCAL CODE.THIS TICIUS REPUBW SCOPE OF WORK. - INSTALL (2)TWO ARBY'S BUILDING SIGN FOR NORTH AND SOUTH BUILDING ELEVATION PROVIDED BY OTHERS SIGNS - INSTALL (1) ONE ARBY'S BUILDING SIGN FOR EAST BUILDING ELEVATION PROVIDED BY OTHERS HOUSTON - INSTALL (1)ONE ARBY'S BUILDING SIGN FOR EAST BUILDING ELEVATION PROVIDED BY OTHERS -5415 T%77n:,: 832-727-5415 TF.TL. 'RFI'UIil,I 'SIONS.COhi Customer: PILOT TRAVEL CENTER Address: 20600 SMOKEY POINT BLVD ARLINGTON, WA 98223 City of Jurisdiction: CITY OF ARLINGTON Designs VADIM e . Date Created: ® � 08-15-2018 81-599 W.O. #: N/A ;.I File Path: P:54018 JOB51P)Pi1ot Travel CenlerWiotp 1103 Aftgly,WAWRTWORK • REVISIONS cfI R C 08-23-18 CLIENT UPDATES C I- 2X ARBY"S BUILDING SIGN REV I:OB-2418 CLIENT UPDATES SCALE: N ■T S ENGINEER DRAWINGS IX ARBY'S BUILDING SIGN Rev B: 6.110Y WIDIN•OD ECTIDNCONIV,6 -36-REV1S[D,-33-NOW D/[)SIDE M-WRCONE-, CHANNEL LETTERS-S-/ELECTR1M PAGE REVISED WIGTN:S'-6",AND SIGN-21-NUTCD 30-a30-- 41-5f1 REVISED To READ-RY ONLY/NO TRUcN6- ' Rev 4: 9-13/18 SCALE: NTS UPDATE ENGINEERING DRAWING Rev S: QBernie Signature: T- 4&0 Date: Brad Signature: �1 1X ARBY'S BUILDING SIGN 113ate- SCALE: NTS THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF • ■ / 1 1 1 ■ 1 r 1 , tt / a ■ / 1 ■ ■ ■ , ■ � , 1 ■ ■ ■ 1 ■ u ' ■ 1 tt ■ i � 1 TEXIS SCOPE OF WORK: - INSTALL (1) ONE "DRIVE THRU" DIRECTIONAL SIGN PROVIDED BY OTHERS PUBLIC - INSTALL (1) ONE "THANK YOU/DO NOT ENTER" DIRECTIONAL SIGN PROVIDED BY OTHERS [fig - INSTALL (1) ONE "DRIVE THRU CLEARANCE" SIGN PROVIDED BY OTHERS 3211 PECx�32-i27-5415�T5RnxG a Tx770,x. Customer: 3J PILOT TRAVEL CENTER A� DRIVE-THRU CLEARANCE - 9ft. bin Address: T 20600 SMOKEY POINT BLVD ARLINGTON, WA 98223 SIGN SUSPENDED ON CHAINSF 7'-3" x� City of Jurisdiction: 1/2" O.D. PIPE WITH a16 WALL CITY OF ARLINGTON F1i0kT u Designer: SINGLE TE NJERNALLYYIILLUMNATFD 18_x24"CONCRETE , 7° x �' 1/2n VADIM ARffes• LE-TERS ARE RED bRNE TFIRU' LETTERS AVE 8LAGR FOOTING 3-1/2" OD, PIPE SIGN FACE IS WI E SGUARE FODTAU'E: 6.66 SF. .216 WALL BID Date Created: �n TS 4" x 4" x 3/16" °' 08-15-2018 3/4"0 PIPE W.O. #: �.� 1X "DRIVE THRU"DIRECTIONAL SIGN (4 PLACES) N/A n a / n -0"' � 4 x 4 �G 3 16 File Path: SCALE: NTS 2# P12018 JOBSMPilot Travel Center\Pilot#1103 Arlington,WAVIRTWORK ONE SIGN NON-SHRINK, HIGH STRENGTH GROUT DRIVE THRU LAME REVISIONS -I I CURBRev 1.08-23-18 CLIENT UPDATES :��l A79NC�1013�' BOLT 112"o, N L.Lb LlDNG W/1/2" NUT Rev 2: 08-24-18 CLIENT UPDATES t — Tnuwic TfD69 oo Mor ice■ ON BOTTOM (4 REQ'D) ENGINEER DRAWINGS (6) 5 BARS ON 1 fiat Rev 3: 09 -IS BY VADIM-DIRECTIONAL SIGNS FINISHED' FIWSHED PATTERN W/#3 S_TIRRUPS c /I GRADE GRNbE CHA REVISED,"23"NOW 0 F SIDE AGE E REVISED , - " O.C. �/{ s1/'ryT 'jl n CHANNEL LETTERS SIG ELECTRICAL PAGE REVISED I. LLr AT 18 l L\! 17V 1 f'E W MrIDTN: -6",AND SIGN"11"MUTCD 30"X30"- REBAREIACK REVISED TO READ"RV ONLY/NO TRUCKS" FRONT 2+, + Rev 4: 8 4� UPDATEE ENGINEERING DOUME FACE _ DRAWING INTERNALLY ILLUMINATED p y AREY'S' LETTERS AND HAT ARE RED 10- 24 CONCRETE L6 Rev $: 'FHANK TODI00 NO7 ENTER"LETTERS ARE 8L.MK, SiGN FACE IS WNTE FOOTING SgUARE FOOTAGE: 6.35 SF. E p Bernie Signature: �r1 1X -THANK YOU/DO NOT ENTER" DIRECTIONAL SIGN 1X RESTAURANT "DRIVE THRU CLEARANCE" REVISED Date: SCALE: NTS SCALE: NTS Brad Signature: Received Nov 0 9 2018 Date: AND/ORARTICLE 6DOOF THE NEC CODE.APPLICABLE LOCAL Oi ■ 1 / , 1 ■ I ' , ■ ■ ■ I I ■ ■ ■ , ■ ■ , I ■ ■ ■ ■ ■ ' ■ ■ MEAN Tins �B�F.�P�II8M 2211 PECH RD HOUSTON TX 7705 832-727-5415 TFXASREPURLIC SI(4NS.COM J3, ,f� _�3, �, Customer: SASE PLATF �Aeevunuoa BASE PLATE PILOT TRAVEL CENTER LOCATION - . LOCATIION *NG PANEL I e���ern WING PANEL ETC TO PROVIDE O�ID E SINGLE 20600 SMOKEY POINT BLVD .. OUIT FRWiI MAIN MENU BOARD TO PREVIEW MENU BOARD ARLINGTON,WA 98223 CONCRETE PAD FOR City of Jurisdiction: MENU PREVIEW LARD CITY OF ARLINGTON MENU PREVIEW 90ARO VADIM TO BE CENTERED ON CONCRETE PAD, FURNISHED BY PILOT, INSTALLED BT GC Date Creat b 08-15-2018 W.O. #: N/A IW&NALLY ILLUMNATED 'AFWS' MENU SIGN} File Path: SQUARE FOOiTAGE OF ACTUAL P:X2070 JOBS0Pilo[Trevel CenleAPAol#1103- SI(3NAM- 25 SF. M LIRB Arlington,WAV+RTWORK n f NwEa GRADE REVISIONS f11• Re% 08-23-18 CLIENT UPDATES Rev 2:08-24-16 CLIENT UPDATES 18 .� • (4) 5/800 x 1 ON x 4tl ENGINEER DRAWINGS •� AIWC HOR; BOLTS ON 5" CENTERS Rev 3•o3�2o RY vAD2M-02RECT2oNAL SINS 26'RWINED,'23'NOW(D/F)SIDE W—AELCOME-, q CKANNEL LEMRS-3'/nRTSI CCAL PAW REVISED • FlNI II"D I WIDTNIE•-S',ANDSIRN'2i'MUTCD3o'no'- '4 (REVISED TO READ-RV ONLY/NO TRUCKS' GRADE '(3) 1/2'M ANCHOR BOLTS TO BE DRILLED 1-1/2 Rev 4: 9-13/18 DEEP UPDATE ENGINEERING DRAWING „ Rev 5: TFLUSH TO 1" ABOVE GRADE e ' • �4� S BARS Z)-4R q`�3 I`-1 1/8• Bernie Signature: .--. VER11CAL W/#3 11ES AT 8F D.C. ELEVATIONP +I CONCRETE FOUNDATION FOR MENU BWIRD I rO x 38'DEEP Date: Brad Signature: MENU BOARD/SPEAKER Aft PREVIEW BOARD Date: • • THIS SIGN SCALE: NTS SCALE: NTS ACCORDANCE WITH THE REQUIREMENTS Of SCOPE OF WORK: - MANUFACTURE AND INSTALL(3)THREE HANDICAP SIGNS FOR NORTH GROUND ELEVATION COLOR CHART rims nPuBlic - MANUFACTURE AND INSTALL(1)ONE PED-XING SIGN FOR EAST GROUND ELEVATION SIGNS 3 M#680-10 2211 PECH RD HOUSTON TX 7705 832-727-5415 DIGITAL PRINT TEXASREP B1.1c 1GN . W1 Customer: PILOT TRAVEL CENTER Address 20600 SMOKEY POINT BLVD ARLINGTON,WA 98223 1E-011 City of Jurisdiction: 16 I CITY OF ARLINGTON SLOW 8" SQUARE SYMBOL OF COMPLIANCE SIGN CENTERED ON PARKING SPACE Designer: - AND MOUNTED TO POLE. HEIGHT TO BOTTOM OF VADIM ( SIGN TO COMPLY WITH APPLICABLE LOCAL CODE. PED Date Created: XING 08-15-2018 UNAUTHORIZED VEHICLES W.O. #: NOT DISPLAYING N/A DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED p FOR PHYSICALLY File Path: HANDICAPPED PERSONS MAY 1 P: BE TOWED AWAY AT OWNER'S 2oleJoestPPllDt Travel centeWaot#11os- EXPENSE.TOWED VEHICLES 1'-5"x V-10" REFLECTORIZED SIGN AtOngtoo,WMARTWORK MAY BE RECLAIMED AT_, - CONSTRUCTED OF STEEL AND PORCELAIN OR BY TELEPHONING_, WITH MIN. 1"HIGH LETTERS VIOLATIONS ARE SUBJECT TO FINE OF S_ a 08-23-18 CLIENT UPDATES 1 - " O08-24-18 CLIENT UPDATES 1 ENGINEER DRAWINGS zo Re V 3: Os-G•IE OV VA DIN•01RECTTOMAL SIGNS -]!-REVISED,-SJ-NOW(D/P)SIDE --WELCONE-, CHANNEL LETTERS-S-/ELECTIUCAL PAGE REV-ED W3DTMt S'•S-,AMD 6TON-21-NUTCD 10"140"- REVISED TO READ-RV ONLY/NO MUCMS- Rev 4: 9-13/18 UPDATE ENGINEERING DRAWING Rev 5: Bernie Signature: 1X PED-XING 3X HANDICAP PARKING 11iti Brad Signature: Scale: 3/4"=l' Scale: 3/4"=l' rim L ■ SCOPE OF WORK: - MANUFACTURE AND INSTALL(6) SIX D/F DIRECTIONAL SIGNS AND (3)THREE S/F DIRECTIONAL SIGNS, COLOR CHART TZUS UP9110 PLASTIC FACES WITH 3M VINYL WITH DIFFERENT LAYOUTS,ALUMINUM SQ.TUBE COMES ■ 3M#3630-33 RED SIGNS WITH MATCH PLATE CONNECTION. 3M #3630-25 SUNFLOWER YELLOW 2211 PEQH RD HOUSTON TX�7 os° 832-727-5415 WHITE TF.XASREI'ABLICSIGN .' M Customer: PILOT TRAVEL CENTER DOUBLE FACE LAYOUTS SINGLE FACE LAYOUTS SIDE A SIDE B SIDE A SIDE B Address: R r-W I 20600 SMOKEY POINT BLVD a 5-0 Jl! �I ARLINGTON, WA 98223 AUTO/RVTRUCK 2X ENTRY/EXIT ® I ENTRY CID • • WELCOME CITY OF ARLINGTON • ® SIX RV EXIT• ® VADIM Designer: 1X • R Date Created: • AUTO/RV 2X ® 1 X ® 08-15-2018 - W.O. #: • N/A AUTO/RV 1X • EXIT RV EXIT SO ENTRY ® File Path: WELCOME P 12018 JOBB)P)Pllot Travel CenlerlPtlot#1103- ------------ AH,ngtoo,WAWiTWORK 4"x4"x1/2" REVISIONS 4 - ALUMINUM SQ TUBE Rem 08-23-16 CLIENT UPDATES N R e V OB-24-18 CLIENT UPDATES _ - ENGINEER DRAWINGS Re V 3:09-46.18 BY VA09N-DIRECTIONAL SIGNS -16-AM tD,-23•NOW(D/F)SIDE D-'WELCOME CHANNEL LETTERS-9-/ELECTRICAL PAGE REV15E0 WIOTR:6'-6•,AND SIGN"21•NUTCD 30•R30'- REVISED TOREAD-RV ONLY/NO TRUCKS- 9 Rev 4: 9-13/18 N UPDATE ENGINEERING DRAWING Rev 5: 3l4'DIAHOLE$FOij_. C� ' 1l2 ANCHOR BOLTS 2112-DIAHOLEF 9, Bcrnic Signature: ELECTRICAL ACCESS 2'-0" 2'-0" 9 E9 xf/X 1J BASE PLATE _J Date: Brad Signature: MATCH PLATE DETAIL DIRECTIONAL SIGNS C Scale: 3/4EE=1' THE ELECTRICAL SPECS IN THIS DOCUMENT REPRESENT ONE SIDE OF THIS D/F DIRECTIONAL SIGN. 40 Modules:Principal LED-STREET STIKS Single Sided HD Heavyweight-PL-OP2-HW3-P/S7r-SS-42-Xx(HD) Date: 52.8 Watts/Power Supply Total:1 Principal 120/277V 50-60Hz , TOTAL MODULES: 1081 TOTAL WATTS:105.6 TOTAL AMPS:0.88 @ 120V 10.36 @ 277V .. ' • rr / 1 1 r / , 1 IT: / rr1 I r rr , r r � / r r r � r r r , r r r • 1 • r 3 � . GENERAL SPECIAL INSPECTION NOTES 1. SPNW'eI I he dWind byw WNlp codeissVw Ocn cloobsci~repl.p weNaMdw Wp v4d 7) .peW hep.aor h ader b.n.rn oorrmler+oe wM err ooas W M.pprhed w�wLrdm dowmraY GOIe 1BC1. 0-by ym 1.Ted. RISC M1-10: 0171 NarpMMN«-k•x b"llb.n,P.d.A«brPI.MCWrtlwl4l.gP.nrdlA.od./A.rCDwrAYq 2. LTeellyerre d ep.aY krpedon ke0uwcy, m.a.r,.,M.+ .«rrN.I LeYndodldnergd. a)Coo :epsrlkyp.dkm Lrer.wd+h.Ped«.Awron..K,wr�.w wh.0 a»rwngDo►�wdr T Emd p elPanar.Sooddkwoolmbyww.drhrosm0v ishrmtowvsypowNW-sP+ww0bekwpcuenr I. F.mnx.hmdIne,awm. bt.ww FrgY.owon r Nk e.mtl-Pray h r lnrl em '�•,•: '(! WP r.ru wn Pm lm r.acn».qw py+«n..cr«Er..el ea�.d oo,.rao. �l•a�.11 o Porbll.a i ;�`` i i 11 d)Obeer e:kernb bob-.dm.reMnmber.op..*mmedmb.ddiod-Klk V-h.pWm. - 7. Jakd pwgmm wemAFpn, ZJaww Fleb Ylepeaon sa q tkrumnt Cram•mpmd000nn*vMwwd,hrbenwlxl- h.c-d.n-Wsraom..ddoo-ls, dWnPd.rmwpierli•kkq 1idE 3 Tm o.elw«w-W.Dow ow.mDM wT.«nnmweasl h pr epec.cm ILO pwAO.hsa.pr O wv omehKem m owi-djwn wlypadwAl E.WUWw2016IC Tmop WIrW a Mrb.q.�ed Pwwn Mgeml s.F..--oomPw-error omeow Otww.a F4d.. - n O.rrM."as odmperMq..b w eroliwom gmb,ldbv ofiA br heprdm dwPuiwlw M*doaWAKfJ « No o��y-bem mwdby�b onp-.h rpd.�I.dp.�d. .waM 4. ��dh „' F-W OF ARLINGTON otHeahy an b oordnnW tw w bldhS oSW craw w oeeLpn pdwbrl A Sp.plYlimp"mwadMgtlh.p.dIarmna d-0145M.ABae-rrY Imbi , W.lod.N.1onMOM No der CITY U. � 6. Rww,npiw+-sc M-ntlo.i/epnwmoM ltdtl F� U Sperli hweam.nlr kew rw».w d kNrp.atlar.71r.oecli klepea«i1r Urlil klwslm r.pdr NV*OJJgol mloocd bwrq vWd-prpdu.bs ra-P-Wkwd aR.pom ehBkiOrabM.pM►.{I.a.d °°`"b""'°w""'°'°°' BUILDING G w.dpshXJft"be bw wpMIarwuclmdAlb rCA Aar AISC 30010:T.brN 1-IP.Teele JNJ APPROVED b!DIwr.Pto dKm1beiwp.n w.-,solow Iw dwc«w.mtr aWtwo ewdnep it q.oat oomc44waw.p.rwawWP Ix ftlogw.nm«,awoacIR-k ,dnwrgrwdarin 7..E EwA ProgeeFoni h reepw»I01.d+wpe plor q w oomplelon d M par d w wr,L rn /. Dwumd.mw-w«n�eoan a .&I- l FW hw.�l el A6ri e.pw,down-ONO�Pydweeld hlpoabr w+d ownAontlwH4lw.pwcr.�aYdhwhwslwr OaYdoamwlwo Do[umwR"' /� .rbwAn+seer.pdmhdmee0m dL4=tywpendlwilC/•wwwb�GollebwWrmwiw,dw DATE BY V Irpk ovyrBw RISC , a Sign eardMw W*d boi.dor not r.qkea lelmrp olloYlb bkxeMeckthe -«ow-h eP*sslmb.e T..k Ewm BerAm w wWi kl.pedlon egwer-rr Nm w dw8n pol-rood b d.rm YrwlW1 Be m IorweoL MP.d1w e e 1. Al hw mm W ahw wnOeOnrb Pwimn VwKY w dwnww.Vim.b0e wd Field hwsl.n mes-Is". eWporftiibu MY.rel rnOA d N.wpm-and«erro.ddod T. Bp.dYMpcft h mbbdhwtlmftM .wrpdr.dew YrpecknhwnpwrYr bwpq.2 "° �wftio.piso."'wla No CHANGES AUTHORIZED erATFA1T31foFSPE12ALINBPT6rIDN6 UNLESS APPROVED BY THE 2 F-n-re.eaieriod.wai Obsw Vwyy oaroMno.Mp wdw.le wio�n F'rid i�yKGon pr0(eeb PILOT TRAVEL CEN M Sims m w oon.mr cSon do-ft,&.h M Locam. 20W SMOKEY POINT BLVD.ARLINGTON,WA MM Y. w.a...le.r-..n-,mw goWp.wb BUILDING INSPECTOR I-oper.PPlLelloA apex OeI.Ie is eerh Owrir. PILOT FLYING J or-sLlon. Deelpl Proleel - LOUIS J.CORTINA,P.E. Trir Bternmm d BPerIY 1neMewldne r eubnNeW h eoopdwr.rAh 1D7618C.1 Yr1ga.8cheaM d SCAA CON Bpodsl he0ectim Swv6m spOoede M w.b o mlo, rW N1o).c7 m wl m w rawly d w h&il k e0-6..« BN 2013 T 1 em»Me+d.d to b m.dW 1.=W,.wp Owe hwwJO..e.PPk bKa MAw P-,A ksforSNndcH."se- endbr Regiwr-b fOr WM RaleW pne. 7 I, FoundwJm lwmpow.dy Pw1omC Verryw mMerrr bel.r kA.Id.IaI. FW heperecn Amn p*w..M br SeYrtk Hodelerge holAW h is lterrr-4 d Spodsik pcd -T cps Yee em.d.6lrbnwi.w So Oeemn An ngrwr-a for who Frr.-wk kL%d hw 8-w.wd a ep.d.11 9 1ar7 ra z ew..esrr Periomc ft pm dpMsmlh-rarseb FW kuD.obn ih.6pedi krp.a«1q w-1 keep mopao d r wpeGleri.ertd.hel kmeil hW'n er.peFlon mpwu b w Brdkq Oekil Y. Iy paper d.Ikl eM Irve Ie.dNd endow R.dwwW Oedpn P,.%..loni In Ree-bb Cheree l e k.puw Word won by 1.Do*Pme..dwNl.rld poPer eWr1.l 0,o5tlt0011IMparbw.Wofw«k.O,.w.pwrlre yn8bprpypnbwkrnMad.r wNmawCortWOla ...sI-6 w a.ap.rrl..em rIa oaned.sd.dy mepwendt.e.h.1 b bmoOM b.s raer I of w BV1mrp omm MIDI w HeO seas Dewpr Prdreimi h 1laponsrN OlsrOe prlp b oon+pl.Im d M pneee a eelr.A Phd Ropol aBpeW Ay kapsforsdoornr M r"kW ep.JWk pss-.Mid-re tnsdssy draepwrtrs nobdhwheg - "b /^` e,dmeed so I*Bub*V OIwY end w N Rewed p Ds.lpn Prowronw h R6%*nMW ChO W er wta+uron dw pVOM L\ WL Q R.q-gy dk.wkn rw stA.deW b m.B ddk g GI chill M R.prw.O D.rBn PrduelorW n wwtl R. l. e Cl-pe YW 1 Ir J M bmk&- REFER TO SIGN OOMPANYS DRAWINGS FOR MORE DETAILS. Z m N ALL DESlOH6.OETANLNO FASHCATION AND CONSTroucrim SHALL Bltlq Oltlr NonoW 01-n+u*!+r Voa_ CO4Porw TO. W ZDo Oren Prpremrlm h Reycr- O-W. Weeldv/BFMr..Nv/MonMN 2011E4^ nNawlam TAME MPH WIroSPEED,EFP.0 Z J d QW-Kd Bp.di krwaamR PrW.W by AM z - Lu WELDING SOCIETY LO H U6J.CORINPE. LOCAL µBUILDING CODES 1.ONOPWyCES � � Z Tyq« nwrM CONCRETE:26W PSI 021DAYS Y O BID.STEEL PPE SECTION:ASTM ASS GRADE S(FV-315 ligh U.N.O. Op16ne STEEL PPE SECTION 6 W EI)ASTM A282 GRADE 3 ft-42 RBI ASK)U.N.O. Dde HBS ROUND SECTION.ASTM A➢W GRAN 0psy-421IS9UA0. 2 Z e 2e HmSOUAREMBCTANOUTARSECIDN:ARM MOO GRADE B69.46OR (/)J ANCHOR R SOLTe:ABTM FI 561 GRAMSe UN.0.KTERNATW GRADE 66 a 106) C AOO�m: 'le CONNECTION SOLI&ABrM A325 THREADED RODS:ABTM Al03 GRADE W O ((p Q STEEL ANGLES.CHANN STWICTURAL SHAPEB a RATES ASTM A38 J O Ip1l•k Doss STEEL REINFORCING:GRADE SO ABTM ABI5 ^ a PROkDE A MINIMUM OF THREE ROCHES OF CONCRETE COVER OVER .i 90MCOM CONSTRUCTION 96EDDED ITTEL 1 .T 1 inS.Izil THE OONTRAaFOR WAILEFQ 6 REro' AFOR 111E MEANS6 T EMN Deeabdm 1erNa METHODS OF CONSTRUCTION N REGARDS TO JOSSITE SAFETY. Yarim 1. pAWWmn2."'nxmv Periods Verly pbrbpplWW�1pp adrlaekeM Heim lrr.p.L9on NO FELD HEATING FOR 009M OR CUTTING OF STEEL SHALL BE pranwWrp Yrdm1. rlhlordnrd.p.11i.o1w..pW. ALLOWED W HOUrTHE ENGINEERS APPROVAL MIDI lkmC is 1 r kee doS dh ere WRONG BI�TROOES:E7mDI Not M k is ba.ed o+d wedW ALLOWABLE BOILBENlA PRESSURE 30W PSF M Nook.,bnda Y.e,etney ISOLATED IATEFLLL BEARING FOUNDATIONS FOR SKINS NOT AO-FRBILYAFFECTED N ro ls0�nere.r. A 1W MGM ATTHE GROUND SURFACE DW70 SHWTERM LATERAL I N.M. OADS r« M .4 ftmirv .. SHALL BEMTR BE DESIGNED USING TWTIMEST THE TABULATED CODE s 3 q 3 U»tr ewdwNataornedww ws VALUES. $ $ II{I{I�1✓< b,.trW per w,.,w4l.y.Y. ALL FOOTNSB HALL EAR ON FAN LPA STUIBCD RESICUAL SCh ANOCR hwrucdon.erikre-.kr.Im rows. E N0149M EARTH. q FILL COMPACTED TO M OF ITS MA)SAUM DRY DENSITY AS PER ASTM 1)95-70 8 1E 2. Het-.oW 1, Pwlomo Vedry prim mplec- oor-aeMa.l F7Me kaPtllkk (KANUMPROOFOFQUIMBNOOEDO'RERIVIBE AVBUAL FEUD INSPECTION BY �+ No I Ih ram-.here properemhgr-rL QUALIFIED TBBRD COMPANY SHOULD OCCUR AFTER IDMVATDN TO 81811RE NO W.lm eri.dpe d"- UNSUITABLE MATERIAL PRESENT BELOW FOUNDATION. + K A Pd s4msssW snap.«dower Esrloac Im pew.1 P-4nrseed F.h wdwr.Fleld h.peam EXCAVAIION SHALL E PRE OF LOOSE 6OL BEPDRE POUENO CONCRETE- No LLL w mgWdw try w ypamWr- KES erMl«erld- WELDERS Slut 66 CERTIFIED FOR THE TYPE OF W3DFD. 3 report mledlY Le*x AOEOUATELY BRACE POLM UNTIL CONCRETE HAB BET UP FOR 14 DAYS. Y. 4.UN d r.gded mb design P.rk ft wpm'NVwMdwriNkues used.i" rerSuM Mni GROUT IS040 0EEL BAW NOTWLATES WDI160W EACCUPSI ACYOF DRWf. �EBDF! 01 THRA*MH D Dom NOTWAIIWJfTNE ACDIIRAOYOF LI.ONBDNB Min EIPOS ED BY TEORERe. a Conner ek.w ei aom A end cawnuan N w em.ha.,cm-em r..mpw b r wd kRp.Lucn ALL OROem STEEL 811NL E PAFMED WRH AN ENAMEL PAINT TO NISIIT CORROSION, IS tt Y. rngnn rGla ep ydsnLr.rR ra, THBDFIIOR6FOR1 N THOUTWIDRNPERMI,AND BNOIADNGFEUBED a C«-ale/Mq-gvb-wt iarwnw--'-Ify pwer wpk.(--q-we Fisid, kr' AT OFFER LOCA710N8 WITHOUT WRITTEN PRSNCrr8CM,SSION EENON®1. ykj) low durkVco-w -� DESIGN OF OETAL5 ANO 67ieK:TIFI/L IJEMOEi5 N0'fBNDNM,BY ORERB. t qXa pgrd Ahr IM TOW 'AISC 341.1 7 J" NOTES Ink E rs o Doecw Bw'Ao. WHERE ALUMINUM ALLOY PARTS ARE N CONTACT 1.)6E MANUFACTURERS DRAWINGS FOR .7 S Y. 1. Wad.d.erud Ob..m. 81" m n� WITH BTEL OR ORER CEO"METALS,THE ADDITIONAL DETAIL AND DIMENSIONS. F 3 2 ebe,Wpm.M loatlondeeM. Ferraro Shop.rl0ler STEEL BIIRFALE870 EPlACmIN CONTACT WITH a p Y. km-� THE UNCOATED ALUMINUM SHALLBEPANT®WITH 2.)SIGN CABINET AND CONNECTION EEE 333 EEE a W"rarer Vaui...Pan- F Vary a"prxhl a ,wkIftno- l'Shop mW Nb GOOD LICHA ON LEAD OONMNID PRBIHLN BYPROT BIOH COHIRACfOR TYPE Y. alrrl. Doarmrk" loco,aver add nwlm.llyd I knperon PANT,NICHABSDANCE WITH PEDERA.IREC .Sa.geld ebe,mder.K era... R/ATTTNM; FOLLCEEDBFTWO COATS OF 4 8J BYGEOI7ST ATE09APER BOIL REPORT TaNTr�eFertPGLLow®BYTwoaDATeoF arGEor�rw7EDo6nena ll [�/e@�® PANT CONSISTED OF 2 La OF ALUMINUM PASTE Oqs I�.��j 11 TF e PIGMENT(ASTM SPEOPICATION OMM,TYPE 2, CLASS B)PER GALLON OF VARM8H MWNG FEDERAL SPECNCATp4 TT-VET,TYPE I,OR EQUIVALENT. 7 �g q eHEEr: SFO 6 B 1 \ NOTES () tar1.BE MANUFACTURERS DRAWINGS FOR ADYRIOALDETAIL AND DFAENSaNa a ' J 2.)BON PLOT SIGN CONTRACTOR IION '•'• �•+ ^ - BY FRDT LION CCNRiACTOFt 1S'O X S7C WALL FOUNDATION OESIGNED PER SOL fEPM Q B,Ea PIE SY GBOTEST DATED O4'I BAG. woxr STEEL CAP PLATE f M Fe WA•AV BARS O 94P LONG. s y! PER LUT,Im. 1-2I - SO O x.S7TF WALL 11-21M' !t' ,® STSELPIPE I f A g G i UPPER MATCH PLATE ) - , Nr0%.600 WALL J q3 BY RIOT SIGN CONTRACTOR to "i•..o-♦. �. STEEL PPE U. O BLBN CABSEf AND CONNECTION O I �` .A-r Rq,L M Y• - O g$CCCJ FFF M PLOT SIGN CONTRACTOR g 1 4 t F�- , ;1 - L L C Skc J Q ~ g� O -_—- H•OX.B/rWALL (� I �,• Y STEEL WE f 2MA7BOFIOFMAR t wALL ene . 12O470PL SIGNICASNET o g DY PLOT,uoNCONTRACTOR WOXJVWALL TOP CAP PUTS RSEE OETK I I FOR CABLNET I STEEL FI E --— OIL CAP PLATE w a mom' SB'B%81P WALL w arm PPE 0 SPREAD FOUNDATION OPTION 8 ^ aION OIBIET N By PLOT NCONTRACTOR SOKIOOR T �MD7N OONPIRM � MATCH NETAIL) PLATE PRIOR7D g MANKFACTU NB MATCH PLATE. SON BPDE CONNECTION 2Lr eE-p aEE OETAxB 7-1% 21IIC oeMt s L ome•f oSRR MATCH 32-AM O O O O IWOx.e7rWALL 4 STEEL PPE k - Nzox JOY WALL STEPPE —HOLE EIECIRCIIL GRACE HOL 2 MATE OF REBAA REM TOP a BOTTOM • 1,1 0 1 tNOLP eiL.S ATEXA J M BLADE COHNFCIION FOR 1.OIA T e e w_, Z m N (BEE OETALLB 7-lq O go O O PLOBJ T a > 7 6 A I^! W 12-0'xaa%4'-0'OE13 b " � t R�1)�TOPP L B OF�OROM OF Q •.' FOUNDATION IEY a w _ �.j,�1; Z Z .J d 3 !r — B ". _-- ` f , - Q ;LOWER MATCH PLATE NREBM a 12'O.0 CF ,DATIONNB'0%-000WALLSTEEL PPE KEY O ~ RIR O B Or- MRESAROi?= IWO ao• Z cum as J ce Rmw OBO.C. O FRONT ELEVATION/TIOTtNiBE(TON 1 17-W O C(p Q V)POLL(1)F'OOFBM FTiONT VELA SPREAD FOUNDATION OPTION TAJ N 4 NOE VIEW 61iEAO idxroAlxX:OPIgN 5 Sy Q ••••• REO ABlT •••^u L+tA NQfTs -�..... tl �tit�oRawF 1.THIS SRXE CONNECTION E A CRWAL Po BAR VERT.AS REOO TO COLEOFHROFSHE BFRUCTURE CARE BIDULD BETAKEN N FIT UPS WELDING,AND INSTALLATION HOLD FEW MATS IN PLACE + R (19)fS B.W.T+B 1 MSMLIM WELD BRE 6 DEPENDENT UPON THE BUSBET7O PPE 7 D 7 OEK WOO,TOP �y (1W NB LW.TtB Li TH M OFTHE TWO PARTS"AM E77CEPT GUSSETTO FATE OPCMMTE ONLY. THATTIE WELD S NEED NOT EXCEED THE NOWELDON70P SAS to FOLLOW WTI/ONE PART its ss gIgg THCKNMSOFTHE7MWM PART. FORTIIB OF OUBSET GUSSETS_ POLYUEMME CNAX �� f� S Rim R R EXLEPTM PARIIOUAR ONE SMALL HE TAIIENTO PROVIDE BUELBNr PREHEAT FOR o KTA E) BOLEDNBS OFTTE WELD. L WELDED DENSW WgRO1AN112P PFWCm1AiE I ANTTEtxNIOUE BHALLCONOIMTO ALL ' OUBSETDETAL k APPLICABLE PROVISIONS OF7FEAMERIC N WELONO BCLETY STRUCTURE WBLDNO CODE p L . LL �s Sw BfFEL,AWB Dl.1.WBLDBLE SHALL BE QUALIFIED FOR 7HE RgCP9SUSED.TYPEANDB�OFVADOUTER POLEWHD,TOPO1P PLATE gMUST BE NSTALLD AS IDWN ON THE ORAwNB, ; SR BOTTOM ONLY OFCAPFATE ONLY.00NRRACIOR MIUBTBI1PiY,AWIBLN FEOUHEI®, FOLLOW1At111ONE PART \ (BNTABLDLEOIRCAMONOFFROCEDUE QUALEMd1gN OFWHDERAFDDOCU•ENTOFWELDSD i BT�TSNS RATES POLYURETHANE OAULK WIXM9i STEEL POLE SECTIONCANETORBNTA710NRiOC®UFE BOTHBHOPLPBDVTB.OHE K i BRICE DETAIL / T _/ANOLL7O MNOLE �7�° MUSTRRDNTF9iMWLSDATEON OAP (" i TABLE OUBBETBl�.CffY. L1e' RASE FOR DBLNION111ION. (SHE SPLICE DETAIL TABLE) 1 SA TP. N.ALLNIOPW8F7QSOO OROMAW IETDEPf S ELECTRODESRATED AM PO APPROPRIATE XI s. t TM' 3-0 EACH R►D I i O O W WA9 S DOLT DTBXRH RATED ANDAPRIOIRMTE NEE 8i 1 � i W1WA91EJiel O011BLE OAMETER SHALL BE USED FOR WELONB N ALL '---•- �\ / 1 - 1G"O A826 BOLT MR CS CYVAP THREADS P WELDEDUBImoaxorno FED R WELDING SHALL BE MAw -------- I DETAIL EQ . 12 I u W�WASHERS DOUBLE I40.C6.F£R iNDOLECpeECITDM PSI TENSE STRENGTH RATED FOR WELDING N NNOI POLE _ _ L ZrAlf STEEL ANGLE NR OR gMLP TFIREADB ALL POBTTIONL AM AL1 OR AU E701SNS20R SOTIDM qLY -LOWER STEEL POLE (N PLC&PER E a<'BiFT?fiA00.E RATE _•. APPROVED EQUAL WECIWIT F'OR SfF 57YKF CETAA L COLUMN SURFACE NEAR waDNR AREA 11HOUD WE1D8� N L<TABLF Bf-01gN I STY Pl.C- , J t CARNET RRAAE BECLEINSDRYW7ENWELOINLL SO KTCNE a 3WE EELEADDIE RATE ARY FA.OT laa:CT?YTRADTON%y (BY PLOT SIGN O0NTRVTDR) NOT ALLOWABLE ON THE COLUMN SURFACE ORD(DETAL PLAN VIEW eu e. 7 r, I STEEL SECTION O �"'•^ 0 - STEEL SECTION ORIOBOOTALTANBLS 1ATMA1( �--' PLATE 0.ANGLE I O"J'''•1'~� I1PP6i BIER. MAX WALL CM PLATE RNO FATE MEN.TINS RATE NO.OF S�OF NO.OF BLOT OEOF BLOT NELOS TYP�C.LBr:Fi bOMNLCTI7N(JERK '7 : M SECTION THICKNESS THICKNESS THICKNESS SPACING BIHBETB OUMEM wum PIT T S' H L -i (,T7N•dL TOP A BOTTOM O L6CH CAMT FOR MOH41M lO 61EB � •���I^ <10, ar W aw Ir 4 ar N 1w DE Be 1av '-- - � O O__—__—. ____ _ __—__—_____J 1P-1e ,Nr SFF r zr a ar s enr 54 TAY 2` ------- - - - Tc 6hREEr� 2P-2r IMP 1• 1• SR a Tll a SI1r 11-12 7ff1. 21M' /// BFOIION CABSFTOONEOTION DETAIL 12 2e'-ev aw 1' 11M' 41Par S 1? a SGIIWAG, 11-12 1• 21Q "No RATE J SR 22••Ns ar 11 11Ar N@ e W e enlr 11-12 r a "'^• IS'-Be av t t/d 11N1' e. 10 SFF 10 Sr 11-12 1' 81/1' SIEFLBECFION eO•el aw P /fAN' 107 12 1• t2 ar 11-12 1' r SLOT%F__.D DETAIL 9 n-ar 1• T 11,W 1Nr TO 1• I to 1 ae 11-12 1 1Lr r Q. OONrUMS �I 2LDn266a1 ,�MANUFA.CTLFBIB DRAY*&B FOR ADDITIONAL OCTAL AND D/.E1NBI0116 =I"l'?(OVEAAIJ.) A10TTB<-BOEW 2.)BON DABNET AND OONN87M J � (�) BY PLAT SION CONTRACTOR. 18.9 to 6TIAMq i 2Wn26+SA BTE EL TRACK 6.)FOLMATION DESIGNED PER BOL RFT+ORT Q y- I+DGDm'PJ - -� BBeDErA�� eroEQrEar DATED aahene. waTExacrBw (.RTDD PEA BADOLE MOUFIp 0111 BYSIS. n RED) 6' 21WIW-1NOI.AL 9 STEEL BRD FRAMINGe'&1 aaonw-s. sBae,a7a, TRACK 8'IBEi 811A,1Y➢. 8TES.6ND FRAMAD TA. 1au+BfAIDNBNONARW QGN �'� Fu N why 6 oxvew cay.Emm Dui �J - 4 gy =,FFM,aeDYEFuuu 2W'40VBVLQ A na e�, 1 sye 1 e�,av :nr :ra�TRA�q WGIN GAMETES)AND CONNECTION 2W"26d/ b BY PLAT WON CONTRACTOR TRAD(OW4 n STME VENEER& ATTACHMENT 2MB197d+6TEEL BY OR6B u BRIO FRAMNO U -PRAAND7O BE ATTACIMTOTUMB UBNB I W O TBWDWW UW4 �+ I RRTEM ALL FRAMrA TO BE SECURED LWA FICTB(-BCREW OW4 DA CONTNOMA ? BI 7 7DOTT26.61ALORB _ TiABE OF CABDEr Lo _ RACE .. 10VIOATOM RE9UIHED MffONOEFAEN7 2 L68ARVERr.ABREMM 17d 1aAl0 IDLD REIM ANT.N PLACE m 21 W FN)/6..W.T+B ja (4)F6LW.T+B I /TQ Z J a > �3 z Ai01lI ELEVATION IIONVA@1T SONVNBPIMADFOUIOATON ' BUE SECTION O MOf"A lT SION WI MWAD FCLNMTK)N 2 /Q�y Y O^ `M FOLE 11 FOCTNO r-..•• li O V .�..._ � c OJC 0 J FL N CUR Will m� R SHEET: SF2 CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: PILOT TRAVEL CENTER LLC CONTRACTOR: TEXAS REPUBLC SIGNS,LLC JOB ADDRESS: 2430 STATE ROUTE 530 LOT NUMBER TYPE GROUP NATURE of WORK: SIGNAGE USE of BUILDING: FUEL STATION/RESTAURANT PERMIT No: BLD-1940 DATE ISSUED: 11-9-2018 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360)403-3417 UNDERFLOOR SHEARWALL PLUMBING(groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD(SHEAR/RATED WALLS) CEILING GRID STRUCTURALSLAB CROSS CONNECTION CONTROL IN PREMISE (360)403-3417 GRADING TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING,SIGNAGE&MARKINGS LANDSCAPING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360)403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360)403-3526 SIDE SEWER/CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL (360)403-3417 HYDRO/FLUSH UNDERGROUND**INCL FDC FIRE ALARM /AUTOMATIC SPRINKLER HOOD SUPPRESSION SYSTEM FINAL FIRE WALK-THROUGH (360)403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE CITY ARLINGTON OF 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:2430 State Route 530 Permit#:1940 Parcel#:31050800300300 Valuation: 162230.00 OWNER APPLICANT CONTRACTOR Name:PILOT TRAVEL CENTERS LLC Name:Pilot Travel Center Name:Texas Republic Signs,LLC Address:5508 LONAS ROAD Address:5508 Lonas Road Address:2211 Pech Road City,State Zip:KNOXVILLE,TN 37909 City,State Zip:Knoxville,TX 37909 City,State Zip:Houston,TX 77055 Phone: Phone:865-474-3469 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. f Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/9/2018 Processing/Technology Fee $25.00 11/9/2018 Sign Permit Fee $1,948.47 Total Due: $1,973.47 Total Payment: $1,973.47 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 42 PHONE; (360) 403-3551 BUILDING PERMIT Address:2430 State Route 530 Permit#:1940 Parcel#:31050800300300 Valuation: 162230.00 OWNER APPLICANT CONTRACTOR Name:PILOT TRAVEL CENTERS LLC Name:Pilot Travel Center Name:Texas Republic Signs,LLC Address:5508 LONAS ROAD Address:5508 Lonas Road Address:2211 Pech Road City,State Zip:KNOXVILLE,TN 37909 City,State Zip:Knoxville,TX 37909 City,State Zip:Houston,TX 77055 Phone: Phone:865-474-3469 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Sign CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/9/2018 Processing/Technology Fee $25.00 11/9/2018 Sign Permit Fee $1,948.47 Total Due: $1,973.47 Total Payment: $1,973.47 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon 2 v Pig Permit Information L L� 2 Date 4/30/2018 S— L L�j q Permit Number 1940 f l Project Name Pilot Travel Center#1103 Applicant Name Pilot Travel Center Applicant Address 5508 Lonas Road City,State,Zip Knoxville,TX 37909 Contact Ross Shaver Phone 865-474-3469 Email ross.shaver@pilottravelcenters.com Permit Type Sign Site Address 2430 State Route 530 Valuation 162230.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Signage Assigned To Launa Peterson Property Parcel Address Subdivision Lot Owner 31050800300300 12430 STATE ROUTE 530 1 PILOT TRAVEL CENTERS LLC Contractors Contractor Name Primary Contact Phone Email 1, Contractor Type License License# Texas Republic Signs.LLC 1CONTRACTOR Labor&Industries EXASRS82508 Review Date Type Description Target Date Completed Date Assigned To Status 4/30/2018 1§iqn /21/2018 Marc Hayes In Review 4/30/2018 ISign 1 110/23/2018 3uildin n Review Fees Fee Description Notes Amount Processing/Technology Feel 341.43.00.021 $25.00 Sign Permit Feel 322.10.00.001 $1.948.47 Total $1,973.47 Uploaded Files Upload File Date File I Uploaded B 10/16/2018 10:26:28 AM 1940 Applicatior if Peterson, Launa . 10/16/2018 10:15:11 AM 180567-008R7 S,y.,ed Set.pdf Peterson,Launa , 10/16/2018 10:15:11 AM JEilol-Arlington,WA-Updated 9-6-2018 BE(1),pdf Peterson, Launa ' SIGN PERMIT SIGN 01 0 APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address: 20600 SMOKEY POINT BLVD Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLI Expiration: I WILL HAVE IT IN A COUPLE DAYS POLE WALL SIGN CALCULATIONS SIGN CALCULATIONS Wall Height: Wall Length: Street Setback: 397 Area of Wall: Height of Proposed Sign: 85'0" Sign Length: Sign Height: Width of Proposed Sign: 26'4"SEE DRAWINGS Total Sign Area: Total Sign Print Area: 591.03 SQ FT Total Sign Structure Area: 591.03 SQ FT First Floor Square Feet 9383.47 First Floor Square Feet X.025= 234.58 Is there other wall signage on the building? No_ Yes %/ If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the a ve-described property will be in accordance with the laws, rules and regulations of the State of Wa o 6 10- 3— I Applicants Signature Date /G 4.{. I U V-ye rG 1, Print Applicants Name �e FOR STAFF USE ONLY Permit# Acqbpked By Amount Received Receipt# Date Received SIGN PERMIT SIGN 02 APPLICATION a, Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) 20600 SMOKEY POINT BLVD Project Address: Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLT Expiration: I WILL HAVE IT IN A COUPLE DAYS WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: Wall Length: Street Setback: 107 Area of Wall: Height of Proposed Sign: 15'0" Sign Length: Sign Height: Width of Proposed Sign: 177 Total Sign Area: Total Sign Print Area: 190.04 SQ FT Total Sign Structure Area: 190.04 SQ FT First Floor Square Feet 9383.47 First Floor Square Feet X.025= 234.558 Is there other wall signage on the building? No_ Yes %/ If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Washington. Applicants Signature Date 7 r q-e-ff— Print Applicants Name FOR STAFF USE ONLY Permit# AccepJ4 By Amount Received Receipt# Date Received Q;--t',�� �' 't,� .mil � �� � - Ili �r-�.-� Q �l�aw,Z��s�l+t SIGN PERMIT SIGN 06 �. APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING 6 PROPOSED) 20600 SMOKEY POINT BLVD Project Address: Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLT Expiration: I WILL HAVE IT IN A COUPLE DAYS CANOPY WA+:L SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11" Street Setback: Area of Wall: 2838.02 Height of Proposed Sign: Sign Length: 8'5" Sign Height: 4'0" Width of Proposed Sign: Total Sign Area: 33.66 Total Sign Print Area: Total Sign Structure Area: qe2 22 First Floor Square Feet 9 3 K&A7 -First Floor Square Feet X.025— �234-.58 Is there other wall signage on the building? No_ Yes V If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of as, ' gt Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY Permit# AcceptdMy Amount Received Receipt# Date Received _ _ I � '. �' . j SIGN PERMIT SIGN 07 X 7 APPLICATION _ Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223-Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address: 20600 SMOKEY POINT BLVD Parcel ID#: Lot#: Subdivision: Valuation: $1621230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractors License Number: WAITING ON LICENSE FROM DOLI Expiration: I WILL HAVE IT IN A COUPLE DAYS CANOPY W^i=L SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11" Street Setback: Area of Wall: 2838.02 Height of Proposed Sign: Sign Length: 8'6" Sign Height: 2'6" Width of Proposed Sign: Total Sign Area: 21.58 Total Sign Print Area: Total Sign Structure Area: First Floor Square Feet ­9383.47 First Floor Square Feet X.025= -234468 Is there other wall signage on the building? No_ Yes %/ If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of 'r �T-w Applicants Signature Date 13 Print Applicants Name FOR STAFF USE ONLY Permit# Acoepte4 Amount Received Receipt# Date Received .y i � :Y: \ t I SIGN PERMIT SIGN 08 APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address: 20600 SMOKEY POINT BLVD Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner: PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City. HOUSTON State: TX zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLI Expiration: I WILL HAVE IT IN A COUPLE DAYS WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11 Street Setback: Area of Wall: 2838.02 Height of Proposed Sign: Sign Length: 10'6" Sign Height: 4'0" Width of Proposed Sign: Total Sign Area: 42.0 Total Sign Print Area: Total Sign Structure Area: 'ZJ First Floor Square Feet =938-3.7 First Floor Square Feet X.025= • l Is there other wall signage on the building? No_ Yes v/ If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- escribe roperty will be in accordance with the laws, rules and regulations of the State of W h* ton. Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY �/A�M --le - Permit# Accf0ed By Amount Received Receipt# Date Received ���. � �s �+ ,.,� iJ-�I SIGN PERMIT SIGN 09 APPLICATION . ' Department of Community&Economic Development City of Arlington• 18204 59th Ave NE-Arlington,WA 98223- Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) 20600 SMOKEY POINT BLVD Project Address: Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLT Expiration: I WILL HAVE IT IN A COUPLE DAYS WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11" Street Setback: Area of Wall: 2838.02 Height of Proposed Sign: Sign Length: 8'6" Sign Height: 12" Width of Proposed Sign: Total Sign Area: 8.5 Total Sign Print Area: Total Sign Structure Area: First Floor Square Feet First Floor Square Feet X .025 = 2-34.58 ✓ 0 , Is there other wall signage on the building? No_ Yes If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of '77Z-/,-i Applicants Signature Date lAlr/�iQ¢I /3 �rGff` Print Applicants Name FOR STAFF USE ONLY q�(r'b\�g'DIm Permit# Accepted43# Amount Received Receipt# Date Received SIGN PERMIT SIGN 10 APPLICATION _ Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) 20600 SMOKEY POINT BLVD Project Address: Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-55415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLT Expiration: I WILL HAVE IT IN A COUPLE DAYS WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11" Street Setback: Area of Wall: 2838.02 Height of Proposed Sign: Sign Length: 167 Sign Height: 12" Width of Proposed Sign: Total Sign Area: 16.0 Total Sign Print Area: Total Sign Structure Area: QSV,�� Q First Floor Square Feet A33$3.47 First Floor Square Feet X.025 = �'rJ8 �� Is there other wall signage on the building? No_ Yes \/ If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the abov -described property will be in accordance with the laws, rules and regulations of the State of Was ' gt '--2 -& e4 t��� ff Applicants Signature Date W�t4a G( 3 Print Applicants Name FOR STAFF USE ONLY 4 D Permit# Accepted Amount Received Receipt# Date Received t r � _�_�_ �1 ���� ��-��� M' � la's+s�.� � 1 s ������� 1 SIGN PERMIT SIGN 11 APPLICATION Department of Community$Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223- Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) 20600 SMOKEY POINT BLVD Project Address: Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLI Expiration: I WILL HAVE IT IN A COUPLE DAYS WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11" Street Setback: Area of Wall: 2838.02 Height of Proposed Sign: Sign Length: 7'1" Sign Height: 65" Width of Proposed Sign: Total Sign Area: 45.45 Total Sign Print Area: Total Sign Structure Area: 2Q � First Floor Square Feet — �� First Floor Square Feet X.025= 2T4:58 JU, Is there other wall signage on the building? No_ Yes V If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of t 7771Wm�w' lo- 3—t a / Applicants Signature Date 19 eGGI l A17 �Wit W— Print Applicants Name FOR STAFF USE ONLY --bW b Permit# Accept y Amount Received Receipt# Date Received 1 I f SIGN PERMIT SIGN 12 APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING d PROPOSED) 20600 SMOKEY POINT BLVD Project Address: Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor. TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLT Expiration: I WILL HAVE IT IN A COUPLE DAYS WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11" Street Setback: Area of Wall: 2838.02 Height of Proposed Sign: Sign Length: 4'0" Sign Height: 4'5" Width of Proposed Sign: Total Sign Area: 16.66 Total Sign Print Area: Total Sign Structure Area: a�First Floor Square Feet First Floor Square Feet X.025_— -234:58 zIs Is there other wall signage on the building? No_ YesV If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of 754�exlzls 4�— to- 3 -Ig Applican Signature Date ���� I/ Print Applicants Name a FOR STAFF USE ONLY - I Pem►ft# AGcefVd By Amount Received Receipt# Date Received ' SIGN PERMIT SIGN 13 APPLICATION Department of Community&Economic Development City of Arlington- 18204 59th Ave NE-Arlington,WA 98223- Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE (EXISTING&PROPOSED) Project Address: 20600 SMOKEY POINT BLVD Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractors License Number: WAITING ON LICENSE FROM DOLT Expiration: I WILL HAVE IT IN A COUPLE DAYS WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11" Street Setback: Area of Wall: 2838-02 Height of Proposed Sign: Sign Length: 8'5" Sign Height: 3'1" Width of Proposed Sign: Total Sign Area: 25.95 Total Sign Print Area: Total Sign Structure Area: S� �- First Floor Square Feet 3 7 First Floor Square Feet X.025 2��J8 2-3 6 t Is there other wall signage on the building? No_ Yes V If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Applicants Signature Date Print Applicants Name Ia FOR STAFF USE ONLY Lit1 I Permit# Acceptfiff By Amount Received Receipt# Date Received NXII SIGN PERMIT SIGN 27 APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223- Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS.ON SITE. (EXISTING&PROPOSED) Project Address: 20600 SMOKEY POINT BLVD Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number. WAITING ON LICENSE FROM DOLT Expiration: I WILL HAVE IT IN A COUPLE DAYS WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11 Street Setback: Area of Wall: 2838•02 Height of Proposed Sign: Sign Length: 97' Sign Height: 3'0" Width of Proposed Sign: Total Sign Area: 27.5 Total Sign Print Area: Total Sign Structure Area: First Floor Square Feet - 938341 First Floor Square Feet X.025= 2 Is there other wall signage on the building? No_ YesV If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-d::d property will be in accordance with the laws, rules and regulations of the State of a ,. za- - I ()-3- 18 - r ' Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY 4 Permit# AcceptedAW Amount Received Receipt# Date Received �` f SIGN PERMIT SIGN 28 F APPLICATION Department of Community&Economic Development City of Arlington- 18204 59th Ave NE-Arlington,WA 98223- Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING d PROPOSED) Project Address: 20600 SMOKEY POINT BLVD Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner: PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLT Expiration: I WILL HAVE IT IN A COUPLE DAYS WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 11911 Street Setback: Area of Wall: 2838•02 Height of Proposed Sign: Sign Length: 8'0" Sign Height: 2'10" Width of Proposed Sign: Total Sign Area: 22.66 Total Sign Print Area: Total Sign Structure Area: 4kFirst Floor Square Feet First Floor Square Feet X.025= 234.58 Is there other wall signage on the building? No_ Yes V If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-desc 'bed property will be in accordance with the laws, rules and regulations of the State of Washingt Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY -T?U b Permit# Accepted By Amount Received Receipt# Date Received . R DIRECTIONAL SIGN PERMIT SIGNS O4,05,22 23 APPLICATION 24,25,26 Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address: 20600 SMOKEY POINT BLVD Parcel ID#: Lot#: Subdivision: Valuation: $162,230.00 Owner. PILOT TRAVEL CENTERS Phone Number: Address: 5508 LONAS DR City: KNOXVILLE State: TN Zip Code: 37909 Contractor: TEXAS REPUBLIC SIGNS, LLC Phone Number: 832-727-5415 Cell Phone: 832-865-4662 E-mail: BRAD@TEXASREPUBLICSIGNS.COM Address: 2211 PECH RD City: HOUSTON State: TX Zip Code: 77055 Contractor's License Number: WAITING ON LICENSE FROM DOLT Expiration: I WILL HAVE IT IN A COUPLE DAYS SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall Height: 23'8" Wall Length: 119'11 Street Setback: Area of Wall: 2838.02 Height of Proposed Sign: Sign Length: 5'0" Sign Height: 37' Width of Proposed Sign: Total Sign Area: 15.83 Total Sign Print Area: Total Sign Structure Area: First Floor Square Feet 9383.47 First Floor Square Feet X .025= 234.58 Is there other wall signage on the building? No_ Yes %/ If yes, provide location and size of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Was n l 0-3-f1? Applicants Signature Date Print Applicants Name a FOR STAFF USE ONLY - 1 Permit# Acoeptddl Sy Amount Received Receipt# Date Received .-._ � �� � tc - ��� £� �..�A�J� p 4. c a. in c c {�-� Ln Ln -4 m m m OU 3 C.Dw N Ln N C) LD N LO {-i O V V O u LC Ln Ln O .� � ^ N CAI( ' I� Ln Ln W LM Lf1 M -it.T ri It 'd, N N N N .1 o Ln O Ln Ln uL O r4r-I " Lfl O N LD O C J� 3 Q L Lri Li A ac� ° s ° x �, m E %� +, ` ° E U , { M CU ' Ln Ln V SPa - 4- 7 q x ° tw a O Ln {-+ {i o {i ^ o o O 0 0 = c o 4, a - .1 c x E E s c U {° c ° to N O O ++ Ln N N N M N M ai ai +' M M M N Ln Lq C 0 p W W LO °p �LJ s Ln bD {--1 e-I ai ai N N {--I I CO 1 co 1 m c 4- (14 fV 00 Ln M 011 00 .1 Ln r O I� O ui O {i N M Ln N 00LD Ln ai N Lf1 N M Ln N Ln N M 01 N N {"1 n N r-1 Ln Ln O Ln O Ln 01 N O O Lo N { I N O co I- W Ln �1 00 N inLn Ln 01 p e-I a--I n Ln Ln 00 Ln d' Ln I� !t M r4 n lG N N r-1 O 0) Ln {1 LG +s+ Oi r1 Ln N "a " Ln M j ei Ln G1 N ++ n Ln Ln Ln M H M OO Ln m � C s M 01 c-tt-L E M ++ 00 M LO Q 3 N H Oi cn m ) n ai ai CD ° {-i O LA Oo ;;i 2Q a u I SIGN PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) 2430 SR 530 NE Arlington WA 98223 Project Address: Parcel ID#: Lot#: Subdivision: Valuation: $250,000.00 Owner: Pilot Travel Centers LLC Phone Number: 865-474-3469 Address: 5508 Lonas Road city: Knoxville State: TN Zip code: 37909 Contractor: TBD Phone Number: Cell Phone E-mail: Address City: State: Zip Code: Contractor's License Number: Expiration: WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Approximately on Avg. 22 ft-4 in Wall Height: Wall Length: 120 ft- 8 in Street Setback: loft Area of Wall: 2,695 s.f. Height of Proposed Sign: 15ft Sign Length: Sign Height: Width of Proposed Sign 17 ft- 9 1/2 in Total Sign Area: Total Sign Print Area: 188 sf See Sign package drawings for all signs, 267 s.f locations and square footage Total Sign Structure Area: First Floor Square Feet 9,526 First Floor Square Feet X .025= 238.2 Is there other wall signage on the building? No_ Yes X If yes, provide location and size of each sign. See Sign Package drawings for all signs, locations and square footage I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Washington. E. ,�Vo,,ry! 4-19-18 Applicants Signature Date Ross E. Shaver Print Applicants Name ( q FOR STAFF USE ONLY eCGIVG APR 2 4 2018 Permi Accepted 1W Amount Received Receipt# Date Received n Gl D K cn r m �* 00 o c rn 3 m u+ O 00 W to N 04 O 10 C D Ol W W rr W W 00 F+ 3 M 4�-- In W S 00 W Ln U9 In V 00 W W C N G fD W � �D O_ G1 Fi l!1 N W 0 V S N N � V Ln A In 00 Ln Ln V F-+ N Lo Ln Ln ko N 00 In Ql V W Ol U'1 N In 4:h IN O 00 00 In N m w Ln N O V ;_ ? ON N l Ln .0 W N U'1 N U'1 W N In V V V En 00 N ~' Cl) F' W W N l0 V ~' O O V V Un In F O 00 W W U'1 00 N N LA h N 03 00 � 7 d Ott O w V 00 W 00 N N N V1 00 - N z N N '+ S O O '+ (D 00 O W 00 of O O In (n 0 0) W Q W W W N W V V J�- fD Ln ''* O O N _ ar p '= O O O - ? K N of a Fi x N O0 0 6 oa 0 0 o cVi, F� o f F+ In h o oLn a of Da x Cr En wc oa ai �+ o N Q~1 00 lO 00 00 O O1 C1 ? � N � N v O 3 x o T. Ln U'i CL U9 00 O m N O In m U1 N O y 6 n w Ln w rn Ul Ln -4 N V ~' F+ O In In in O N n W W W I--' 00 V Ol 00 O V N In 01 In (n V G1 N V V V O d4 � 4:2- O' D a o Cr a `c �+ o cn v ago N rF O rF O1 Permit Information Date 4/30/2018 Permit Number 1940 Project Name Pilot Travel Center#1103 Applicant Name Pilot Travel Center Applicant Address 5508 Lonas Road City,State,Zip Knoxville,TX 37909 Contact Ross Shaver Phone 865-474-3469 Email ross.shaver@pilottravelcenters.com Permit Type Sign Site Address 2430 State Route 530 Valuation 250000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Signage Assigned To Launa Peterson Property Parcel Address Subdivision Lot Owner 31050800300300 12430 STATE ROUTE 530 1 PILOT TRAVEL CENTERS LLC Review Date Type Description Tar et Date Completed Date Assigned To Status 1/30/2018 i n 5/21/2018 Aarc Hayes lin Review 1/30/2018 JSiqn /21/2018 Pluilding lin Review Fees Fee Description Notes Amount Process in /Tech nology Feel 341.43.00.021 $25.00 Sign Permit Feel 322.10.00.001 $2 651.43 Total $2 676.43 Uploaded Files Upload File Date File Uploaded B 4/30/2018 2:50:41 PM Pilot Sign site layout.pdf Peterson,Launa 4/30/2018 2:50:41 PM Pilot Sign IBC115 2017 Calcs.pdf Peterson,Launa Launa Peterson From: Ross Shaver <Ross.Shaver@pilottravelcenters.com> Sent: Monday, July 23, 2018 12:41 PM To: Launa Peterson Cc: Kristin Foster,John Irons; Marc Hayes Subject: [External] - RE: Signage for Pilot#1103 Attachments: 096-2_SF1_rev#2_180717.pdf;096-1_SFO_rev#2_180717.pdf Launa, The high rise is shown on SFO and SF1 and I have attached for ease of use. There is really no need to review at this time as we are waiting on the city's variance determination of height and area. We will provide the other foundations when we redesign the high rise sign. thanks Ross Shaver Project Manager, Construction pil,316 ross.shaver@pilottravelcenters.com office. (865) 474-3469 efaFLY/NG- � 550 (865) 29 5508 Lonas Driveive / Knoxville, TN 37909 CONFIDENTIAL This e-mail message and all corresponding e-mail messages, including all attachments, are intended solely for the individual(s) named above. They contain confidential and/or proprietary information. Do not forward, copy, distribute or otherwise relay the messages or their content to any individual without first contacting the PTC LLC Law Department. If you have received this e-mail message in error, do not read, forward, copy or distribute it or any of its content to anyone. In addition, please notify the sender that you have received this message immediately by return e-mail and delete it. From: Launa Peterson<Ipeterson@arlingtonwa.gov> Sent: Monday,July 23, 2018 2:58 PM To: Ross Shaver<Ross.Shaver@pilottravelcenters.com> Cc: Kristin Foster<kfoster@arlingtonwa.gov>;John Irons<John.Irons@pilottravelcenters.com> Subject:Signage for Pilot#1103 Ross, Footing size and details are missing for the following signs: 1. Monument sign—SS3 2. Directional signs—SS3 3. Freestanding signs—SS3 4. Directional signs—SS4 Please revise the plans to provide the required information. i Thank you, Launa Peterson Permit Techncian City of Arlington 18204 591h Avenue NE Arlington,WA 98223 360-403-3551 2 Pilot Permit#1940 7/23/18 Footing size and details not shown for the following signs. 1. Monument Sign Sheet:SS3 2. Directional Signs Sheet:SS3 3. Cat Scale Signs Sheet:SS3 4. Free Standing Signs Sheet:SS3 5. Directional Signs Sheet:SS4 i Kristin Foster From: Kristin Foster Sent: Thursday, November 8, 2018 3:51 PM To: 'Brad Everett' Cc: Launa Peterson; Raelynn Jones Subject: RE: [External] - Pilot signage 20600 Smoky Point Blvd Brad, In order to continue with review on the submittal we need the following information • On page 8 of the plans indicate/dimension the size of the footing • On page 24 of the plans indicate/dimension the size of the footing for item#15 and#19. You may email the revised pages for review. Let me know should you have any questions. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster@arlingtonwa.gov From: Brad Everett<Brad@texasrepublicsigns.com> Sent:Wednesday, November 7, 2018 6:49 AM To: Kristin Foster<kfoster@arlingtonwa.gov> Cc: Launa Peterson<Ipeterson@arlingtonwa.gov>; Raelynn Jones<rjones@arlingtonwa.gov> Subject: RE: [External] - Pilot signage 20600 Smoky Point Blvd Can I get an update on the signage permits for the Pilot travel centers? Thank You, Brad Everett Texas Republic Signs 2211 Pech Rd. Houston TX 77055 Office#832-727-5415 Mobile#832-865-4662 1 From: Kristin Foster<kfoster@arlingtonwa.gov> Sent: Friday, October 26, 2018 5:30 PM To: Brad Everett<Brad@texasrepublicsiens.com> Cc: Launa Peterson<Ipeterson@arliRgtonwa.gov>; Raelynn Jones<rjones@arlingtonwa.gov> Subject: RE: [External] - Pilot signage 20600 Smoky Point Blvd Brad, Unfortunately there isn't a way to expedite the review as the plans examiner is out of the office until Monday.As soon as the submittal has been reviewed and approved we will be in contact.The site work is currently under construction and will need to be completed prior to opening the site for business. I don't foresee the site work being completed next week. I'll check with the plans examiner when he returns on Monday and give you an update of an expected time. Fhank you, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster@arlingtonwa.gov From: Brad Everett<Brad@texasrepublicsigns.com> Sent:Thursday, October 25, 2018 5:06 AM To: Kristin Foster<kfoster@arlingtonwa.gov> Cc: Launa Peterson<Ipeterson@arlinQtonwa.gov> Subject: RE: [External] - Pilot signage 20600 Smoky Point Blvd Kristin, Thank you for the update. Is there a way to expedite these permits? I am in a huge time crunch and need to start the installation of signage. The store opens next week and I cant be the hold up of them not opening. I would really appreciate any help I can get these issued. If I can pay extra to expedite the process I am willing to do so. Please help! Thank You Thank You, Brad Everett Texas Republic Signs 2211 Pech Rd. Houston TX 77055 Office#832-727-5415 Mobile#832-865-4662 2 ♦ y •1_ S, From: Kristin Foster<kfoster@arlinptonwa.gov> Sent:Wednesday,October 24, 2018 6:29 PM To: Brad Everett<Brad@texasrepublicsi ng s.com> Cc: Launa Peterson<Ipeterson@arlingtonwa.go_v> Subject: RE: [External] - Pilot signage 20600 Smoky Point Blvd Hopefully we will have it ready to issue next week. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE 360-403-3549 kfoster@arlingtonwa.gov From: Brad Everett<Brad @texasrepublicsigns.com> Sent:Tuesday, October 23, 2018 5:09 AM To: CED Main Line<ced@arlingtonwa.aoy> Cc: Launa Peterson<Ipeterson@arlingtonwa.gov> Subject: [External]-Pilot signage 20600 Smoky Point Blvd Do you have an update on the permits for this location? We would like to start the install later this week. Thank You, Brad Everett Texas Republic Signs 2211 Pech Rd. Houston TX 77055 Office#832-727-5415 Mobile#832-865-4662 3 I Comm No.: 180567.008 Project: Pilot Travel Center Kno N.e,TN 3791 Road LJC Knoxville,TN 379144013 kocation:.,Arlington,WA Ph(865)584-0999 Code: 2015 IBC/ASCE 7-10 Fax(.sig-engin e www.sign-engi neeccom Designer: JRB Date: 4/20/2018 louis j.cortina,p.e. structural engineering OFFICE COPY CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DATt�,_,._,,.�..._,�Y NO CHANGE!!AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR STRUCTURAL CALCULATIONS FOR: Pilot Travel Center Arlington, WA CALCULATION PACKET Received APR 2 4 2018 -�dLb l q Lp) STRUCTURAL vO WAS N JOB INFORMATION Received �, a Comm.No.: 180567.008 z Project: Pilot Travel Center 0 r T n 3 2018 City: Arlington 9228 State: WA Building Code: 2015 IBC1 I Loads Based On: ASCE 7-10 Designer: JRB Date: 4/20/2018 Doing Business As: LJC LOUIS J.CORTINA,PE LIC.NO.39228 S:\Engineering\Signs\Projects\2018\180567\180567-008\180567-008.xlsm 4 �'S6 JS..,��w: :�f3 AA?Y 1l tJ � 1.,i Y.� \) Comm No.: 180567.008 Project: Pilot Travel Center Knoxville, N,e,TN 37919Road LJC KnoxvillWeis arber Road 013 Location: Arlington,WA Ph.(865)584-0999 Code: 2015 1 BC/ASCE 7-10 Fax(865)-engin e www.sign-enginee r.co m Designer: JRB Date: 4/20/2018 louis j.cortina,p.e. structural engineering WIND DATA DEFLECTION ANALY51S Building Code 2015 IBC Importance Factor,I 1,0 Damping Ratio,(i 0 005 Deflection Limit H/60 Wind Load Criteria ASCE 7-10 Directionality Factor,Ka 12) 0.85 Natural Frequency,n, 0.44 Hz Deflection at 0.7"W 16.03 in Wind Speed,V 110 mph Topography Factor,Kt 1.0 Gust Effect Factor,G 0.87 Deflection Ratio 1-1/82 Exposure Category C Base Pressure.y(q/K 15.8 psf ASD Wind Load Factor. 131 0.6 Wind Pressure Override per 0 psf Notes: (1) Loading values in chart below are based upon average K,values for each segment. Actual values are lurisdictton Requirement calculated on hidden sheet using derived V-M equations. Chart is provided for information purposes only. (2) Wind directionality(Kd)factor is 0.95 for Single Pole(Round)segments instead of 0.85. The C f value GEOMETRY INPUT Ill Monument: No from Fig.6-21 has been increased by 0.9510.85 to account for this variation. Na.nl Poles 1 No.of Footin s 1 (3) Wind pressures listed below have already been multiolred by the ASD Wind Load Factor, Y. Height Width Horiz. Area Top Cemroid Wind Support Pole Loads Footing Loads Section Location Type Offset Elev. K, Ct Press. Trib. Shear iMoment Trib. Shear iMoment s s Factor ki s k- Factork- 1 Base Single Pole ikounai 1900, 4,00 116.0 29.0 14.5 0.98 u.iis 10.5 1.0 i.2 17.7 1.0 1.Z 1)i 2 Single Pole(Round) 33.75 350 118.1 62.8 45,9 1.15 0.78 12.4 1.0 1.5 67.2 1.0 1.5 67.2 3 Single Pole(Round) 13.00 2.50 32.5 75.8 69.3 1.19 0.78 72.9 1.0 0-4 2.9.1 1.0 0-4 29.1 4 Single Pole w/Cabinet 7.83 26.33 206.3 83.6 79.7 1.22 1.85 31.1 1.0 6.4 511.0 1.0 6.4 511.0 5 Single Pole(Round) 1.00 2.50 2.5 84.6 84.1 1.22 0.78 13.2 1.0 0.0 2.8 1.0 0.0 2.8 6 Single Pole w/Cabinet 9.17 24.00 220.0 93.8 89.2 1.25 1.84 31.7 1.0 7.0 622.5 1.0 7.0 622.5 7 Single Pole IRound) 1.25 1.50 1-9 95.0 94,4 1.25 0,78 13.5 1.0 0.0 2.4 1.0 0.0 2.4 8 single Pole w/Cabinet 15.00 10.17 152 6 1 110.0 102.5 1 29 1.83 32.6 1.0 5-0 509.8 1.0 5.0 509.8 9 None 0 0 110.0 110.0 1.29 1.46 26.1 0.0 0.0 0.0 0.0 0.0 0.0 In Ton None 0O 1110.0 1 110.0 1 1.29 1.46 76A 0-0 0.o I Do 0.0 I o.n n.0 Overall Height! 110.00 ft Summation based upon averages above: 21.5 1762.5 21.5 1762.5 Actual base reactions based upon V-M equations: 21.2 1747.3 21.2 1747.3 SUPPORT POLE DESIGN SUMMARY MATERIAL= STEEL case Elev Required Strength Values(ASD) Allowable Strength Values(ASD) Unity Ratios Interaction Ratios Section Axis V, I M. I T, I P, I V, M- Tr Po'. V,/V, M,/M� Tr/T. P,/P, P-M P-M-V-T Status ki s k! -ft ki - kips kips kl - kl - ki s OJ)0 48 0 x 0.625 Wall strop, 2i.2 1141.3 19.0 25.8 121.3 2498.8 2581.6 306.1 29% 69.9% 3.1% 8.4% 78.4% 0.0% he 29.00 42 tD x 0.5 Wall Strong 20.2 115.1.9 78A 17.4 509.7 1515.7 1436.8 395.6 4.0% 76.2% 5.4% 4.4% 80.6% 0.0% 62.75 30mx0.375Wall Strong 18.8 49&6 77A 10.3 272A 583,0 52.12 50-16 6%, 8-1.2% 14.7,, 2.03111 86.2% 0'W" 93.75 18 m x 0.375 Wall Strong 5.1 44.5 10.2 27 135.4 1898 178.9 386.5 3 7% 23.4% 5.7% 0.7% 24.1% 0.0% 0.00 None Strong 21.2 1747.3 79.0 25.8 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00 None Strong 2.1.2 17,17.3 79.0 25.8 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00 None Strong 21.2 1747.3 79.0 25,8 0,0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% J 0.00 None Strong 21.2 1747.3 79.0 25.8 0-0 0-0 0.0 0.0 0.0% 0.0% 0.0?0 4.067 0.0% 0.0l, ey 0.00 None Strong 21.2 1747.3 79.0 25.8 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0 o o n% 0.0% ®/ 0.00 None Stron 21.2. 1 1747.3 79.0 25.8 1 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% ELEMENT DESIGN LOCATIONS,LOADS AND DISPLACEMENTS Element Elev. Type V, M, T, P, 07•8 0.7.6 Element Elev. Type V, M. T, P, 0.7"0 0.7.6 kl s ki -t kia-t kips J no in ft kips kip- kip-kip-ft I Rips radians in 1 u.0u I Base Plate 21 2 1/47.3 79.0 25,8 00 0 0 3 0.00 Match'Plate 2 21.2 1147.3 19.0 25.8 0.000 1 O.UII 2 94.33 1 Match Plate 1 5.0 41.7 10.2 2.6 0.0 I2.0 4 0.00 Torsion Tube 21,2 1747 3 79,0 25 8 0,000 0,00 PLATE DESIGN SUMMARY Plate Dimensions Bolts Weld Type N B D t d6 Nedee geaze Circle Embed in Caisson Embed Size Status Number Diamete Material /Vertical Slab In Gussets in in in rn in in in in in on in J Rectangular Base Plate LJ Circular Base Plate U Match Plate 1(Lower) 24 24 1.25 4 125 2 2 A325 0.313 No OK J Match Plate 1(Upper) Lj Match Plate 2(Lower) J Match Plate 2(Upper) FOUNDATION DESIGN SUMMARY rDlamete Width rhicknos Length Depth Volume Allowable Soil Type R fr Reinforcing Status Pressure Caisson LJ Vertical Slab ✓j Spread 14.00 2300 6.00 7156 q8 at 6 in o.c.E.W.T&B OK 3000 psf S:\Engineering\Signs\P roj ects\2018\180567\180567-008\180567-008.xlsm .: I Comm No.: 180567.008 Project: Pil?t Travel Center ko Ville, i e,TN 37919arber Road LJC Lrocation: Arlington,WA Ph.(865)584-9994013 Fax(865)584-5213 Code: 2015 IBC/ASCE 7-10 wwwsign-engineer.com Designer: 1RB Date: 4/20/2018 louis j.cortina,p.e. si-turai engineering FOUNDATION DESIGN IBC Table 1806.2-Allowable Foundation and Lateral Pressure Allowable Bearing Footing Loads Pressures Axial,Pa 25.8 k Class of Materials Vertical Lateral Moment,Ma 1747.3 k-ft Psf psf/ft Shear,V. 21.2 k 1 Crystalline bedrock 12000 1200 Base Column to Footing Connection Type Direct Embed 2 Sedimentary and foliated rock 4000 400 3 Sandy gravel and/or gravel(GW and GP) 3000 200 Footing and Soils Data Sand,silty sand,clayey sand,silty gravel and Concrete Strength,V, 2500 psi 4 clayey gravel(SW,SP,SM,SC,GM and GC) 2000 150 Materials Class Geotech Clay,sandy clay,silty clay,clayey silt,silt and Sign or Flagpole Yes 5 sandy silt(CL,ML,MH and CH) 1500 100 Allowable Vertical Bearing Pressure 3000 psf Geotech JGeotechnical study is applicable 3000 200 Allowable Lateral Bearing Pressure 200 psf/ft Note: If structure is a sign or flagpole,the lateral bearing pressure value from above has been doubled at left per IBC 1806.3.4(only for Class of Materials 1-5) Spread Footing Length/Width Ratio 2:1 Manual Design Yes Manual Design Width,B 14 ft Manual Design Length,L 23 ft Manual Design Depth,D 6 ft Selected Bar Size #8 Footing Design Status OK Load Case D+0.6W 0.6D+0.6W Footing Weight 289.8 k 289.8 k Sign Weight 25.8 k 15.5 k Vertical Resisting Moment 3629.4 k-ft 3510.7 k-ft Horizontal Resisting Moment 175.0 k-ft 175.0 k-ft Total Resisting Moment 3804.4 k-ft 3685.7 k-ft Overturning Moment 1874.8 k-ft 1874.8 k-ft Eccentricity,a 5.9 ft 6.1 ft Max.Soil Pressure,q(ksf) y/ 2.70 ksf 2.71 ksf Minimum Overturning Factor of Safety 1.5 1.0 Factor of Safety Against Overturning(Volume) Ile 2.0 %e 2.0 Factor of Safety Against Overturning(Shallow) ke 1.9 1.9 Concrete Strength,Vc 2500 psi Minimum Thickness for Structural Plain Concrete Use 7.78 ft Required Reinforcing Type Flexural Note: If"Depth,D"exceeds"Minimum Thickness for Structural Plain Concrete Minimum Reinforcing Ratio Each Face 0.18% Use"value,AC1318 does not require any reinforcement in footing since an Minimum Reinforcing,As-min 1.56 sq in/ft unreinforced section is sufficient to resist the flexural loads applied to the Required Flexural Reinforcing,A, 0.01 sq in/ft footing. However,office standard practice is to provide at minimum 0.18%in a spread footing with one-half distributed to the top and bottom faces of the Controlling Reinforcing,As-req a 1.56 sq in/ft footing. #4 Bars @ 0 in O.C. #5 Bars @ 2 in O.C. 1.86 sq in/ft #6 Bars @ 2 in O.C. 2.64 sq in/ft #7 Bars @ 4in O.C. 1.80 sgin/ft #8 Bars @ 6 in O.C. 1.58 sq in/ft Spread Footing Design Summary Footing Width,B 14.00 ft Footing Length,L 23.00 ft Footing Depth,D 6.00 ft Estimated Volume 71.6 yd3 Selected Bar Size #8 Required Spacing 6 in o.c. S:\Engineering\Signs\Projects\2018\180567\180567-008\180567-008.xlsm Comm No.: 180567.008 Project: Pilot Travel Center 299N.e,TN37919Road LJ C K99N.lWeis arbor oad 013 to Cation: Arlington,WA Ph.18651584-0999 Code: 2015 1BC/ASCE 7-10 Fax(8651584-5213 wwwsign-e ngi neer.co m Designer: JRB Date: 4/20/2018 louis j.Cortina,p.e. structural engineering MATCH PLATE 1 DESIGN-LOWER COLUMN Nodgx. d Input Parameters Elevation 94.3 ft gFrlgr, Column Size 18 m x 0.375 Wall • • n Column Type HSS Round - - - Axis Strong Wi d 1), bf I I Depth or Diameter,d 18.0 in Width,bt 18.0 in o • n 1. 1 Plate Length,N 24.00 in rn d' m Plate Width,B 24.00 in Plate Thickness,t 1.25 in OK N Edge Distance,Nedee 2.00 in OK Edge Distance,Bedge 2.00 in OK Match Plate Dimensions Diagram Bolt Configuration Flange #per Flange Side 2 Diameter,db 1.25 in OK Bolt Material A325 Fillet Weld Size at Column Base 0.31 in OK Gussets(If yes,reduce req'd plate thickness by 20% No Weld Group Section Modulus With Gussets Custom Bolt Configuration Entry Coordinates from Column Center Bolt Number X Y 1 2 3 0 0 0 4 5 6 Wind 7 8 Bolt Configuration LayOU[ Joint Loads Bolt Design Axial,Pa 2.6 k #of Bolts in Tension 2 Moment,Ma 41.7 k-ft #of Bolts in Shear 4 Shear,Va 5.0 k Tension,T. 11.7 k Shear,V. 1.3 k Match Plate Dimensions Area,Ab 1.23 sq in Effective Plate Length,m 3.5 in Ultimate Stress,F. 120.0 ksi Effective Plate Width,n 4.8 in Nominal Shear Stress,Fn 48.0 ksi Effective Column Depth,d' 12.7 in Nominal Tensile Stress,Fnt 90.0 ksi Effective Column Width,b' 12.7 in Nominal Effective Tensile Stress,F'nt 90.0 ksi Tensile Group from Centerline,A' 10.0 in Shear/Tension Safety Factor,r)v/t 2 Tensile Group from Plate Edge,N' 22.0 in Allowable Shear Stress,F 24.0 ksi Tensile Group to Center of Bearing,N'-0.5m 20.3 in Allowable Tensile Stress,Ft 45.0 ksi Actual Shear Stress,f 1.0 ksi OK Required Match Plate Thickness Actual Tensile Stress,ft 9.5 ksi OK Compression on Bearing Face,Ctotal 26.0 k Tension on Bolt Group,Ttotal 23.4 k Column Base Weld to Match Plate Steel Yield Stress,Fv 36.0 ksi Allowable Weld Stress,Fw/Q 14.8 ksi Bearing Moment,Ma-ol-bearing 1.9 k-in/in Section Modulus of Weld w/out Gussets 254.47 in2 Tension Moment,Ma-pl-tension 5.8 k-in/in Weld Stress Without Gussets,fw 6.4 ksi OK Controlling Moment,Ma-pi-max 5.8 k-in/in Custom Section Modulus With Gussets 0.00 in2 Required Plate Thickness,tpl-re4d(Unreduced) 1.04 in Weld Stress With Gussets,fw-gussets 0.0 ksi OK S:\E ngi neering\Signs\P rojects\2018\180567\180567-008\180567-008.xlsm :. 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L ALL OESI NB,DETAILING FABRICATION AND CONSTRUCTION SHALL &dldkV 01edat AIOIWdv/BFagfeNY/lbo._ OOISOIMTO, W Z DrIOn Pr M.I ldIn R.vwf- Chrq: VA" OPIA"IMan@* 201580 U 115WHMO SPEED,EXP.C 0 Q Q N•pN am 'w Z_ J d erwnw.dBlww+k.v.rw+Pep.wbr M�MERIrw WELDING SOCIETY ; } Z LOUIS J.W A,RTN PE OONCAE7E BBIIDW CODES S ORDINANCES21100 PS!11120 DAYS LLJ Typ.dv iflww STD.STEEL PPE SECTIO1:AffFM ASS GRADE B ri.M IBS U.N.O. 0 1.1. OSI1SHe STEEL PPESEOTIONcs2RBxABTMA252 GRADE 3fV-2NBIMNJU.NA. LL cU' Dre HGS ROUND SECTION:MrM A6w MADE 9(ry.42 HBO U.N.O. � G Z w xa NEE 80UAIEAECTMUBA.MR SECTION:ASTM Ae000RADE B Qjr./e K116 J M CI=BOLTS ASTM PI56N GRADE 3e U.NA.(ALTENATE9 GRADE 666105) OItfY.Aaotfwr� S OONTEOIION SOLT&ASTM A3Z0 TREADED RODS:ASTM Al03 GRADE 07 O (gyp Q STEELANKM CHANNELS,STRUCTURAL SHAPES 6 PLATES ABTM A30 J N BIpIw.. OM. - IENTORCM:GRADE 00 ASTM MI6 Cd/OTEIE CON3THUC710N P110"A MN W AUM OFTREE pE90FCONCRETE COVER OVER EMBEDDED STEM. 161SM Tabr 1706a I M5321 TIE OONTRACTOR ANSTALLE)IS RESPONSIBLE FOR THE MEANS L T.w ENNA METHODS OF CONSTRUCTION INREONOB TO JOBBITE SAFETY. .n Yw/ND 1.R. brMVll ffK&X" Fwbm V.flry prbrb ewfwar/fr Fbw l.pL NO FIELD HEATING FOR SENDING OR CUTTING OF STEEL SHALL BE pr.akWp W Wdw f.kdofdrq r a bP..p.d. AIIDNED WIRIOUTTHE ENGINEERS APPROVAL wfW 0-:dwl.1.kw of d,do wW WELDING ELECTRODES:E7W -t 1M 1 W bo.rd f.d.D.o.d ALLOWABLE SOLIEARING PRESSURE 30M PSF V*p.y MI w p ISOLATED LATERAL BEARING RXNOARONS FOR SIGNS NOT AOJE3EELY AFFECTED Y. P4a.d ban.cdl.tnt rOlwpFw• A IR MOTION AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS g g w.pp...rWpN..r.nVa�b.CwD SIMLLBEPEMMEDMWDEBBNEUBMTM7*AMTMTABUATDOODE t S 15 tut r mdwwo.l oow.drrw.n VALUES. i kmWW pw des nw wbaffww ALL FOOTINGS SWILL BEM ON FIRM U MOISnr w I'ESIOUAL SOIL MNQOn hwafArw ondrr evalfrrn.Wm ENGINEERED EARTH. FILL COMPACTED TO W%OF ITS MAXMUM DRY DOWN AD PER RANI D 01-70 2 Adlbr.bMInawwM. FYtrlodc YOM prW b p•oq awLlw ww ww FWd kwp.Tdan (IFFANDNOPROCTCRUNESBNOTEDOTIERWISE AVBUALFELDNBPECIIONBYA No In ands hm proper al10edwrA QUALM TERM COMPANY SHOULD OCCUR AFTER EXCAVATION TO ENSURE NO �rD ..scum arW adw Andes. UNIlUITASE MATERIAL PRESENT OEM FOUNDATION. 3.R'e.1Mrl w.d r.p- do..r MO.= In.psd w pooarwraw wrdwrwbwrr Frld V.; WAVAT10N SHALL BE Riff OF LOOSE SOL BEFORE POUPM CONCRETE S S Q No w requkW by des applbvr ICC-ES nw/w arid- WELDERS SHALL BE C RTNREC FOR THE TYPE OF WEU XNG. C$ YS 5 fepwL -paddy rrInn ADEOUATELYWADE POLEIII)UNTL CONCRETE HAS SET LIP FOR 14 DAYS a. IlN d f.gww nen dwlpi Pwaab V.fty tut r aN.N w.0 owrlyY Ines Swn.wl GROUT UNDER SAE PLATES WITH 50M PSI NON41NEA(GROUT. Ines eppraoed fAlrlWrdndf1011rwl.. Is l^elll THEE ENGINEER O THERS.WARRANT THE ACCURACY OF 00.ENBIONB RNEOOM D NOT A Oorl W.W.wNomw.,an Cwrnuww Nvwwwderrm k=ffrpwb Flab kupw ALL EVOSE7 STEEL SHALL BE PANTED WITH M ENAMEL PANTTO INTENT O Y. Wrpwwbw w W THIS DESIGN B FOR THE INDICATED ADDRESS ONLY,AND SHOULD NOT E USEDAT OTHER 6. Canw.l.6 wOklW p.Pwrwn CarilnuDiw V.flry p�op•.ppwwdw rd..W..N Fwq In.Prtvon "iOFOLOCAIIONB WRROUTMiR A13VIS NOT&IUISSION FTNE BNGN®L .wd du'h0 DDncnw mney.no..M OfSO!6 CETAN5 NW 6TNL'C'IAR.L:NhlA9ER5 r:oT&10MJ,U/OTrE3l. s yqa(Ldsy' Yr co er r 6 <A Wgp Q popes,aawaldlad. ASw i6FI0:TwbM i•1Q T.uo-11 - NUM NOTES 5 Taw li f B.rwo. MERE ALUMINUM ALLOY PARTS ARE N CONTACT 1.)SE MANUFACTURERS DRAWINGS FOR ' • n Y. 7. W.Iw d.wwa Ob..r.. WITH HIffLOA OTS3T DS1BMnAR1 METALS,THE ADDITIONAL DETAIL AND OLBJ010N8. [v®rl 2. 6trwlMlaraM brywfdwrbt PwiDnn SR•P.Dora STEEL BURFACEBTO E PLACED IN CONTACT WITH V. Yo waNn THE UNCOATED ALRaal SHALL E PANTED WITH 23610 OABIIE'TAN000HSNECTION GOOD OINUTYNDN LEAD CONTAINING ABdNO SY PS.OT SIGN CONTRACTOR 3. Y✓wd.nwef YMUal wbaeprnw Ferlbrrnf vwly wwac prwwnbn,war�b.Mnwal empmtira Z ill Li RAM,BIICHMLD MOLYISMTF,Al1LYD7YPE Y. wbdw Dw .W- Aden,www ATwa.eed.,wwl0 rwD•dDn _ poBw,vf.r ELM,udwdA ad... RIMER N ACCORDANCE WITH FEDERAL SPECgO/� 3j FOUNDATION DESIGNED PER SOL RUM p g�p,�v TIONTT416M FOLLOWED BYTWOOOATB OF BYGEOIESTOATED0WI6/IL � EMI 19 S 1 R Owe•�":�i^�'w PMITOOEBBTM OF 2 LS OF ALU.NAN PASTE RIP s �,., ROABNT(ASTM SPECIFICATION D26241,TYPE 2, CLASS M PER GALLON OF VAIMSH METING FEDERAL SPECIFICATION 7441,TYPE I,OR EOUVALErr. {� n SHEET: v.-,v z SFO NOTES 14 SM M"FACTIMIERS1 DRAWIN38 FOR DIMEIMONS. A"OrTIONALD"TAK-AND 7 2.)SIGNOMANETANDOONNEOTION NY PLOT SIGN OONTRACM 7 1rGX.37IrWALL 3.)FOUNDATION DESIGNED PER SOL REPORT STEEL PIPE BYGEOTEST DATED 09fillfill EB 32-SIX? (MOBSPLAYBARBIS"LONG, is r STEELCAPPIATE PER MAT,TYP. 17V W 0 X 27r WALL unsELPSPE 1412 lif UPPER MATCH PLATE 0 X.5W WALL BY PLOT GION CONTRACTOR BASIS.PIPE LL SIGN CABINET AND CONNECTION So 3-0 ELECTRICAL HOLE BY PLOT 811014 CONTRACTOR Ia 2 MATE OF 08 REBAR 10FOXMIPWALL REOD 0 12-OC.TOP Ek STEEL PIPE IrOXJYVWALL SAO A BOTTOM STEEL PIPE SIGN CABINET STEEL IS SIX"_.Xo,PS 3.B Sr PEM SKIN 3(FOXXVWALL TOPCAPPLATE • (BEEDETAIL11 FORCABSNET STEEL PIPE CONNECTION N DETALI_ _ WOX37WWALL STEELCAPPLATEPIANVEYf 08PREAD FOUNDATIONOPRON VrEELPIPE SIGN CABINET BY PLOT SIGN CONTRACTOR noTc pmomui FoRcAaw mANLIFACTLERm TO CONFIRM MATCH OCNINISCRON OETAL) PLATE OLIENSIONS PRIOR TO MANUFACrURING1 MATCH PLATE. SPLICE CONNECTION 24r Vir 9111011F Bella' fww 32wm im 214 (WIDETAILST-110) MATCH PLATE O 0 0 0 IrOX.37WWALL STEEL PIPE STEM PI (cRADE OPADE HOLE 2MATB OF FEW RSQlDTOP&BarroM UJ aR WALL > 3'0— -j cn lIffOLOLHOLE FORVDIA. SPLICE CONNECTION A225 BOLT ui ISEE OETAIUS7-10) 0 2 MATS OF RMAR 1"..I.I.EEP Few Top&BOTTOM 0 TERM J Oa 126OX"X4,V p z r 51 "EvEmoircia, DEEP FOUNDATION LOWERMATCHPLANE KEY 41FOX"WALL P f8RESAR@1?Qa o STEEL PPE .1, NORO M OVOA �, li[ Iva 4 as Z GRADE 17.7 08 REEVA IF OC. FRONT ELEVATION 0 HOH4VSE SIGN 0 CID 04 pffm mHoAno MAP-9 SPREAD FOUNDATION OPTION 1.THE SPLICE CONNECTION 0 A CRITICAL 05 BAR VERF.ABRECID70 (I #B&W.T+B OOVPOHENT OF THE STRUCTURE-CARE SHOULD HOLD FEW MATS NY PLACE IS TAKEN IN RT LIP.WELDING,AM IHSTALLAnON 4 2.WED.OOLUIVH WALL T40KNESS(UX0J GUSSET TO PIPE 7 SEAL WELD,70P (IG)fBLW.T+e UP40ALOA YAW SIZE IS OUPEh[X:Nl L"`NTK GUSSET TO PLATE OF CAP PLATE ONLY. OF GUSSET POLYURETHANE CAULK i ORR THICKNESSOFTHETHINNERPAIT17.FORTHIS allaftM PTION,PARTICULAR CAM WALL BE (SEE SUM TAKENTO PRORADE SUFFICIENTPREHEATFOR DETAL TABLE) EM YW(>MR OF THE TWO PARTS JX*D,EXCEPT NOWELDONTOP &W 1A FOLLOW NRH ONE PAIR THATTHE WELD BOX NEED NOT EXCEED THE 4- SOUNDNESS OFTHE WORKMWELD,EL WELDING DMK ANSHN'PROCEDURE AND TECHNIQUE SHALLOONFORM TO ALL GUBWDMEUTAL AFPLrAELEPROVOMOF7MAKIBWAN b v-Mw. unM,AWS CIA.WELDERS SHALL BE QUALIFIED • MR THE PROCESS USED.I YPE AM SIDE OF WELD OUTEFIPOLE SIEALWELD.TOP lAk7UEV4ST �ASSk<?NNOP4THEDFAM� I I Ma BOTTOM ONLY OFCAPPLATEONLY. CAP RATE OCINTIACTORM11.1111*61UPPLY WHENFEQUESTED FOR INN LIDWWITHOMEPART (BEETARA CIEFRIFICATIONOFIRROCEDLIFIE,01ANDATION OFWEUDERANODDOUMENTOFWELDINGQa FMPMPLAM POLYUAETHANE CALUX PMVMDErAlL UPPER STEEL POLE SECTION TO PROOEDURE.BOTH SHOP&FELD WELDERS TANA TO 940P WELDS SMAW OR GMAW MICEPT 121�111 - EACH RIND ME 6FLICE DETAIL TABW IMES MUST THERINETIAL.&DATEONCAP OUSEIETB SOT,CITY. PLATEPFLONRUG)ROTION. 4.ALL 11325 BOLT ELECTRODES OF 70,0001 FBI TENSILE N/l W/WASHERS&DOUSUE RATED AND APPROPRIATE WIFE --- NUTORCFlMPTHPEAO6 DIAMETER SHALL BE USED F09 WELDING IN ALL 12F IA'0A32fiBOLT (4 FLCS PER SADW 00NNOVIONI PO9TIO\a ALL FIELD VAL13M SMALL BE"A' SEESLOT WELD emm WIWASHERB&DOLIRLE I f WI&DED USING ELECTRODES Wim.ow DUAL NUITORORMPTHREADS &r STEfL POI TEMBLE STRENGTH RATED FOR WELDING IN INNER. L?aMAC STEEL ANGLE (4 ROB.PER SADDLE • ALL P09TKM AWB ALI OR ASUI ETM&W OR BOTTOM ONLY LOWER STEEL POLE CONNECTION) 'I I-t APPROM EQUAL BEE CHART FOR T Ill SPLICIECIETAL SECTION CABINETFRAME L ODUM SURFAOE WAR WELDING AREA SHOULD WELDSIZE H L TABLE CABINETIRRAME BEOLEANADRY HE WILD11a SCRATCHN iR RYPILCTINIMOONTRAOTOF4 (BY PLOT SIGN OONTRACTOFQ THE STEELSECTION NOT ALLOWABLEWON HE COLUMN SPLICE MAL PLM%AEW 1.51 STEEL SECTION L2%rXIWSTEEl.ANGUE SPILIONDUALTAINUS sm OF MN. NO.OF NO.OF BLOT SLOT vom UPPERMEL MAX.WALL CAP RINKIPLATE SIM OF L PLATE TO STEEL. THIONNESS -.��TCP L BOTTOM 0)NACH CANNOT FOR HnH4M SECTION THICKNESS THICKNESS SPACING OUGIM QUESETS WILDS/FELT 7 a. H L <10' w 3w aw lir 4 w 4 im 54 5w 13W Ir-IS 1,7 aw 1. 27- a Be a YIP " 7w 2- aBDnGN w-aw 11T is T, w a IV 5 Am ill-ta TAF 2 ur OAWVOOM)EMMCUAL S R 2Ir-3(P aw 1. 1 lAr Ar a Im a 3AIr 11-12 ---------12 W-47 aw 1,117 11 8 sw 2 Stir 11-12 3 41r-ff aw liff 11w If 10 aw 10 Be 11-12 1. 3 1r 61TEELSECTION E:o2Wn2584 NM ------ „BEEMONAL ALAD DPAS48 FOR ADDITIONAL DEfALANDDMBi6pN6 ff mmemr mr a,Ri tp lO'�BULU OIOTB440REW 24 SON OABFETAND CONNECTION J 1 (Mi BY PLCYT BON CONTRACTM 1 1N 1ROF,M.q Q I ( MT126M STE1.1TRACK a)R'1UNMY ON C®OTD PER WL REPORT P-f C 7C(Mi BEE DETAU BYDBDRw DATED OMMIL 1 i OONTIAKM IM07*SCREW ]i --- -{ N RDDD PER SADDLE A,CUNO t 11 B EL'ATB,O 7w. FaM [s •M�i� pp N�N1TT `---- j ----- -- 2TFOB78,-W HDROMAL g ffm BRA FRAMND i 2BDT,28-01 gnat 7RApf BI�BT,A,,VP. 2fi081SF6/VF3RIOAL fl B"MBT, " MNR RAl16COTIDN A10NIIAB(fBIDN 9 RAtt VEW OCLIIMI MFltC110N C .1B.B1R(OVBMLL) L "(vw" MNOAMOMAMOMSOMM -w 260T12E3A h B,PLOT MM 0ONfA4CTDR TRACA UW4 BTOFE VLNBB,6 ATTAdIMBif -2EDB13734 ATt8 BY07HOB C BRAFPLVAPO � FRAMM TO BE C ATFAMM707USESUBNO 1ff BTF]04C "4 p -HSSft h0 d R RECO) U.111 ALL FRAMM TO BE SECUIID USND nD TEK4KWEW(TVPi mowrwuom b ,1 , 2EBT1MWALONO d BABE OF CAMNE, g W� BF',1f,D roUIOATgH -j N � �� n r�,•a,a7.en W � � 2 I6 M VEFFr.AS FEODTO U 1T-01RCIC HOLD MAR MATE N RACE O a p,l�es.w.r♦B � � W O 211p (I)FB LW.T+. 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MM IYNOIL7MCI-NMVA Am 8T--.0 Ikall 59NIMVLO U33NIDN3 S31VOdn IN 3112 ST-VE-SO S31Y0dn.m3TTO•T-ex-so N 38n1 os wnNlwmv b ,,znx..j7x,&tF N80ML2MVM'u018uIIM EW#101!dVQ1ueO IBAv1101"seor OIOZGd - :41ed apd ® • X I� V/N • :# 'O'M • STOZ-ST-801 ® • X� ® XZ w :pa;eaj3 ale(]MOVA N uO 6ISa0 ® • X� ® • X NOIJNIRIV d0 ALIO :uo1431psijn£;o A;iO � X� ® XZ £ZZ86 VM'NOIJNridw (A191NIOd ADIOWS 0090Z 0-15 1 8 301S b�MIS 8 301S b�3aIS Y siLnoAv1 3OV:J MOMS s1nOAVI 30V=1 aisnoo b31N30 l3A"110lId :.aawo;sn0 K00*9Nf)1SOr1gadmSVxH 1 3MHM ❑ 9T69-LU-928 9OLL ML NOLIS11011 Cra MHd 1199 M0113A a3MOldNns SZ-OE9E#WE 03H EE-OE9E#WE 'N01103NN00 31V-1d HO1` V4 HAM Sil� grQd ���� laVHD a0103 SMNOO 38n1 'oS WnNIWn�d'S1nOA` i 1N3�133314 HlIM IANIA W£ H11M S30d� 011SV-1d `SNOIS IdN011032i10 3/S 332JH1(£) aMd SNOIS WN011031ti1a =I/0 XIS(9)TlVISNI aNV M:jn10v3nNVW - -MHOM d0 3dOaS Permit#: 1940 Permit Date: 04/30/18 Permit Type: SIGN INSTALLATION Project Name: Pilot Travel Center#1103 Applicant Name: Pilot Travel Center Applicant Address: 5508 Lonas Road Applicant, City, State, Zip: Knoxville, TX 37909 Contact: Ross Shaver Phone: 865-474-3469 Email: ross.shaver@pilottravelcenters.com Scope of Work: Signage Valuation: 162230.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31050800300300 2430 STATE ROUTE 530 PILOT TRAVEL 910 Undeveloped CENTERS LLC (Vacant)Land Contractors Contractor Primary Contact Phone Address Contractor Type License License# Texas Republic Signs, 2211 Pech Road CONSTRUCTION Labor&Industries TEXASRS82508 LLC CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 04/30/2018 SIGN INSTALLATION Marc Hayes 04/30/2018 SIGN INSTALLATION BUILDING Fees Fee Description Notes Amount Processing/Technology $25.00 Signs Valuation Permit Fee Only $1,948.47 Total $1,973.47 Attached Letters Date Letter Description 11/09/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/09/2018 MATTHEW HALTOM 72560458 cc $1,973.47 Outstanding Balance $0.00 Notes Date Note Created By: 08/20/2019 Permit not issued. Launa Black 11/09/2018 Received revised plans for page 8 and 24 calling out dimensions for footings. Kristin Foster 11/09/2018 Emailed permit for signature to Brad Everett with Texas Republic Signs,LLC Kristin Foster Uploaded Files Date File Name 11/09/2018 4183681-1940 11-9-2018 Revised Plans.pdf 10/16/2018 4050794-1940 Anplications.pdf 10/16/2018 4050738-Pilot-Arlington,WA-Updated 9-6-2018 BE(1).pdf 10/16/2018 4050739-180567-008R7 Signed Set.pdf 1/6 SIGN CALCULATIONS ( 115 MPH IBC 2015 and ASCE 7-10 ) Revised July 2017 LOCATION Pilot Travel Center 2430 State Route 530 NE Arlington, WA 98223 DATE 4/5/18 T NU wa• , syry' 2� 37307 ;:ti �.t�'•:FGISTEP��: NAL•� Created with PTC Mathcad Express. See www.mathcad.com for more information. SIGN CALCULATIONS 2 20'-0' 1 s•-0" .... TYPICAL SADDLE LOCATIONS 3 U3%' T :.............................'........'..... SO.HSS ..... ............................................... ... ... ............................................ . ... '-'•€" A a 0 N 8x8XYa" SO.HSS B ELEVATION Design Wind: 115 MPH Exposure C DL:=1300 # FYTUBE:=46 ksi FYPraTE:=3 6 ks i fc:=4000 psi fweld:=70000 psi BOLTS A307B Created with PTC Mathcad Express. See www.mathcad.com for more information. ULTIMATE WIND PER IBC 2015 AND ASCE 7-10 AT 115 MPH ***************************************************************************************************** Exposure C ASCE-7 26.7 3 Category II ASCE-7 Table 1.5-1 Kzcolumns:=.85 ASCE-7 29.3.1, Use height of>15' Kzsign:=.885 ASCE-7 29.3.1, Use height of 18.5' Kzt:=1.0 ASCE-7 Section 26.8 assumes flat terrain Kd:=0.85 ASCE-7 Table 26.6-1 V:=115 3 sec gust in MPH ASCE-7 Figure 26.5-1A qzcolumns:=0.00256•Kzcolumns•Kzt•Kd•VZ ASCE-7 Eq. 29.3-1 qzsign:=0.00256•Kzsign•Kzt•Kd• V2 ASCE-7 Eq. 29.3-1 gzcolumns=24.46 (lb/ft^2) gzsign=25.47 (lb/ft^2) ASCE-7 29.3-1 G:=0.85 ASCE-7 29.5-1 Cfcolumn:=2.0 B/S=3.64 s/h=.26 ASCE-7 29.4-1 Cfsign:=1.8 Pcolumns:=gzcolumns•G•Cfcolumn Pcolumns=41.584 Psign:=gzsign•G•Cfsign Psign=38.966 Afsign:=5.333.20 2 pole factor= .75 Fig 29.4-1 asce 7 Afcolumn:=0.667.16.2 Fsign:=Afsign•Psign•.75 Fsign=3117.11 Fcolumn:=Afcolumn•Pcolumns•.75 Fcolumn=665.671 Ftotal:=Fsign+Fcolumn Ftotal=3782.781 To convert to allowable stress; multiply by .6 IBC 1605.3 ASD:=.6 Created with PTC Mathcad Express. See www.mathcad.com for more information. 4 FB:=ASD•Ftotal FB=2269.668 ft-# MA:=ASD•Fsign• 5.75 MA=5377 ft-# 2 MB:=ASD•(MA+(Fcolumn)• 16+(Fsign)•161 MB=36346 ft-# 2 J FOR 3"x3"x 5/16"TUBE FOR 8"x8"xl/4"TUBE ***************************** ***************************** A3:=3.11 in^2 A8:=7.59 inA2 53:=2.39 inA3 58:=18.8 inA3 I3:=3.58 inA4 I8:=75.1 inA4 r3:=1.07 in r8:=3.15 in CHECK 3x3 TUBE ***************************************************************************************************** MA•12 �� S 3 fb=26998 psi DL fa:= 2 A3 fa=209 psi + fa =0.986 < 1.33 OK 0.6.46000 0.6.46000 CHECK 8x8 TUBE ***************************************************************************************************** MB•12 �� S 8 fb=23199 psi DL +16.26 fa:— 2 A8 fa=140 psi fb + fa =0.846 < 1.33 OK 0.6.46000 0.6.46000 Created with PTC Mathcad Express. See www.mathcad.com for more information. CHECK COLUMN BASEPLATE 5 ***************************************************************************************************** P:= DL +16.26 P=1066 # 2 MB=36346 ft-# TRY: (8) 1 1/8" DIA. BOLTS MB'12 DL PBOLT'= 18.3 — 8 PBOLT=7914 # PALLOW:=1.33.0.6.36000•.994 PALLOW=28556 # RALLOW > P.BOLT OK 3'PBOLT'(9—4)•6 1.252 •18 fb=25326 psi Fb:=1.3•.66.36000 Fb=30888 psi Fb > fb OK 3"TUBE WELD (CHECK 1/4" FILLET WELD ALL AROUND) ***************************************************************************************************** S:=3.31252 + 3.31252 3 S=14.63 MA•12 Wb:_ S Wb=4410 #/in ft:_ Wb fv=24952 psi .25•.707 Fv:=0.3. 1.33.60000 Fv=23940 psi Fv > fv OK FOR E7018 8"TUBE WELD (CHECK 1/4" FILLET WELD ALL AROUND) ***************************************************************************************************** S:=82 + 82 3 S=85.333 Created with PTC Mathcad Express. See www.mathcad.com for more information. MB•12 6 S Wb=5111 #/in fv:— Wb fv=28917 psi .25•.707 Fv:=0.3.1.33.60000 Fv=23940 psi Fv > fv OK FOR E7018 CHECK 3/4" BOLTS AT A ***************************************************************************************************** MA•12 PBOLr�= 4.2.75 PBOLT=5866 # PALLow:=1.33•.6•.4412.36000 PALLow=12675 # RALLOW > P.BOLT OK SIGN FOUNDATION ***************************************************************************************************** THE FOUNDATION FOR THE SIGN IS THE SCALE PIT. THE PIER TO WHICH THE SIGN COLUMN BASE PLATE IS ATTACHED IS POURED MONOLITHICALLY ON THE EXTERIOR OF THE LONGITUDINAL PIT WALL AT THE EXIT END OF THE SCALES. THE BEARING AREAAND SECTION MODULUS OF THE WALL FOOTING IS 332 SQUARE FEET AND 4704 CUBIC FEET RESPECTIVELY. THE LOADS IMPOSED BY THE SIGN ARE VERY SMALL COMPARED TO THE SCALE LOADING. SIGN FOUNDATION OK BY INSPECTION AND COMPARISON WITH THE SCALE FOUNDATION. Created with PTC Mathcad Express. See www.mathcad.com for more information. EDEN NGINEERI G,LEd p Civil Engineering.Planning.Project M nagement I 1 01 PILOT TRAVEL CENTER BUILDING (SEE ARCHITECTURAL DRAWINGS), INSTALLED BY a ---1 I CONTRACTOR. 2636 Nubgaard Rd,Ferndale,VVA 982481 a pn > 7 (360)3:info@3 enengi8-ring com I 02 25'-0" x 108'-9" AUTO CANOPY, FURNISHED AND INSTALLED BY CANOPY SUPPLIER. :- emaiCinfo@wedenengin ering.com � I� CANOPY FOUNDATIONS INSTALLED BY CONTRACTOR, 01/03/2018 PROPERTY - - 'i LINE I o--o----o— 'I ! l 03 28'-0" x 1 12'-0" 6" REINFORCED CONCRETE PAD FOR AUTO CANOPY, INSTALLED II , BY CONTRACTOR. EASEMENT i LINE _ _ — 00 — I, 04 CONCRETE ISLAND WITH A GAS/AUTO DIESEL (3+1) DISPENSER AND CONTAINMENT BOX TYPICAL AT (6) PLACES, INSTALLED BY CONTRACTOR. W I _ F Lu� 25'-0" x 73'-9" TRUCK CANOPY, FURNISHED AND INSTALLED BY CANOPY SUPPLIER, d o � CANOPY FOUNDATIONS INSTALLED BY CONTRACTOR. _ O "i� TY � i��� 3 I j II� _ p_-- 06 38'-0" x 77'-9" x 8" REINFORCED CONCRETE PAD FOR TRUCK CANOPY, INSTALLED � �o` BP HIGH PRESSURE V __o PIREUNEs O 18 5 BY CONTRACTOR. 19 16" PIPELINE / 0 PROPERTY 20" PIPELINE / C: . ,r \ �I I' CONCRETE ISLAND WITH A DIESEL DISPENSER AND CONTAINMENT BOX TYP CAL AT (8) 'V PLACES, INSTALLED BY CONTRACTOR. � LINE I �, 9 cam, 19 �` J a' i 09 PROPERT ® ��J 08 LINE PREFABRICATED TRUCK ISLAND CATCH BASIN (TYP (8) PLACES). SUPPLIED BY OWNER INSTALLED BY CONTRACTOR i P EN PROPOSED DD TSCALEA SIGN r. .� O9 12" WIDE PAINTED (SAFETY YELLOW) PULL FORWARD LINE INSTALLED BY ---- ---- G O y 5 a 3 CONTRACTOR. i o FIFF ---- I 03 ° O TAN PRODUCT 2 000 GALLON 0' 0"� 37' 8 LONG �< � I � I 10 K #1, T #1. 0, 1 - X - 3/4„ "� �� � 57 � 02 I II DOUBLE WALL FIBERGLASS UNDERGROUND REGULAR UNLEADED GASOLINE ANK. i FURNISHED BY OWNER, INSTALLED BY CONTRACTOR (TYP (1) PLACE). SEE PP I 1 DRAWINGS FOR MORE INFORMATION. 29tt ' TANK #2 & #3. 20,000 GALLON, 10'-0"0 X 37'-10" LONG (2) CHAMBERW �� U; I 4 PROPERTY 11 y � I II UNDERGROUND DOUBLE WALL FIBERGLASS TANK, TANK #2, PRODUCT #2 8,000 � � Z LINE / u GALLON SUPER UNLEADED GASOLINE, TANK #3, PRODUCT #5 - 12,000 E EF. Z W O N Lu 9 a �I FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. (SEE PP DRAWINGS FOR MORE Z � 00 1` -� 0 INFORMATION). w Z � I � I) I W w � I z> fl t 0 17 Q 15 , } 9 li �I 12 TANK #4 & #5, PRODUCT #3. NEW 30,000 GALLON, 10'-0"0 X 55'-9 3 4" LONG, J OTC 1 , 14 r� _ DOUBLE-WALL FIBERGLASS UNDERGROUND DIESEL TANK. FURNISHED BY OWNER, a a J EJECT TBM I If+j 'tlo; e e 5 INSTALLED BY CONTRACTOR. SEE PP DRAWINGS FOR MORE INFORMATION. TYP (2) w� Lu w O 435,490.43 9 PLACES). H Q V,307,988.10 �: I) �(G V Q H 0 2 s 6 uJ N Z I)f' 19 13 2 11 A 1 3 TANK #6, PRODUCT #4. NEW 30,000 GALLON, 1 0'-0"� X 55'-9 3/4" LONG, J I)f; = 100 O _ _ _ DOUBLE-WALL FIBERGLASS UNDERGROUND B99 TANK. FURNISHED BY OWNER, O O w INSTALLED BY CONTRACTOR. (SEE PP DRAWINGS FOR MORE INFORMATION) a � Q Iff j N 1 II W O 19 4,000 GALLON, 6'-0"0 x 21'-11" LONG, SINGLE-WALL FIBERGLASS UNDERGROUND a I,f x—x—z—x— 14 OIL/ WATER SEPARATOR, FURNISHED BY OWNER, INSTALLED BY CONTRAC OR. w a I i X�x I))I ' — % 15 CLEAN OUT FOR OIL/WATER SEPARATOR FURNISHED AND INSTALLED BY CONTRACTOR. f; 1 9 If ►: 1 ' a y u I)f 16 9100 INJECTION SHED WITH SUMP. SUPPLIED BY OWNER. (SEE PRODUCT PIPING PROPERTY I / DRAWINGS FOR MORE INFORMATION. LINE I)))i ff71 I 19 r° 17 8" REINFORCED CONCRETE SLAB AT TANK FARM, INSTALLED BY CONTRACTOR. NEW TANK VENT RISER CLUSTER, INSTALLED BY CONTRACTOR. L I 1 I I�ff)4 I PROPERTY i� i I ` II I� 18 CONTRACTOR TO INSTALL PROPANE TANKS & PIPING 9 f) x -PROJECT TBM SITE LIGHT, TYP FURNISHED BY OWNER, INSTALLED BY CONTRACTOR SEE SHEET FOUND REBAR I 19 ES2) I fl if) �� 19 / N 436,287.66 19 III E 1,308,289.68 ELEV 46.069 Ill 20 TRASH ENCLOSURE (SEE DE1). \ TRASH CONTAINER, FURNISHED AND INSTALLED BY TRASH COMPACTOR o SUPPLI ER,CARDBOARD BAILER OR RECYCLE DUMPSTER, FURNISHED AND INSTALLED BY DUMPSTER SUPPLIER. o -V PROPERTY V LINE ^ 22 GREASE CONTAINER, PROVIDED BY OWNER. o 19 e AUTO PARKING 66-PROPOSED PARKING STALLS �� I V 23 4" STEEL PIPE BOLLARD FURNISHED, INSTALLED BY CONTRACTOR (SEE CI IL DWGS NI 3-PROPOSED HANDICAP STALLS 69-PROPOSEDPARKING STALLS FOR SPECS.). TYPICALLY SHOWN 0 SO' 100' oHE _ DHE nHE - TRUCK PARKING I� \ F. - W ---- _1, 77-PROPOSED PARKING STALLS SCALE: 1"=50' I �� �� F" CTFFI PIPE Pni I AF?n Fi F?NiiCHFfI INCT�I Ffl RY rnNITPArT(1R (OFF .. ...