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Plansr z 1.4 18 '• OFFICE C� ns til m D O z 71 70 3 33 (� o F. 71 O (j) —< N EN p GI rn � z r D 0 z OFFICE COPY 1 CITY OF TIGARD. o f IEvWE FOR CODE COMPLIANCE ._ !\ roved: C. I l t .rmit#: f t#pam.Z-cc 11+S-11 'dress: 1 ! A co Sy r�Ci ;�Lii�.� • 'te# : •'}': M■ Date: r (J D -< c xi ye n —r: m ro VALIDITY OF PERMIT I THE ISSUANCE OFA PERMIT T.BASED ON CONSTRUCTION ' °: C� r- DOCUMENTS AND OTHER DATA SHALL NOT PREVENT 1 THE CODE OFFICIAL FROM REQUIRING THE CORRECTION V - OF ERRORS. OSSC 105.4 WEST.ELEVATION /SECONDARY ELEVATION SIGN 4 SIGN 5 --- Pre Owned Service wq 00 r 6„ ,_, ® I ,... _,._ 1 _ �.. ....: ' -4111 240' ► • SIGN 1 SIGN 3 M MITSUBISHI \MOTORS Roger Kehdi 12' 6- x.- , 39.6SF SIGN WEIGHT 85 L55 SIGN WEIGHT 75 LBS 3/4"plywood fascia 3/4"plywood fascia Single faced aluminum cabinet Single faced aluminum cabinet 2"x 4"studs /2"x 4"studs / / 3/8"-4"Lag screw 3/8"-4'Lag screw r (6 typ) ) Ilir �6 typ) J-Box with 120V NMI J-Box with 120V Primary Primary Electrical pass thru Electrical pass thru SIGN 4 SIGN 5 5'-0" 7'-9 7/8" — ]\--\ ) rr 1 7_ \ ( /I 1 3 ( _/ _ 7.82 5.00 Square Footage Square Footage EACH LETTER WEIGHS LESS THAN 5 L135 5" WALL 15 CONCRETE 1/4"X 3" PIN ANCHOR (4 TYP PER LETTER) WEATHER 11GHT - WALL BUSIER Roger Kehdi Mitsubishi 11880 SW Pacific Highway Tigard, OR 97223 RBA Job No. 22 4585 CALCULATIONS FOR: MIT-TGR-CAB-CM Designed in accordance with: 2018 International Building Code ASCE 7-16 115 mph wind velocity . O PROP( ff.leop-0,,.. jr 5'7•� �+6/01/2022 W OREGON J . BAN EXPIRES:06/30/24 FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER RBA Structural Engineering, LLC 1 Vantage Way, Suite B-400 Nashville, Tennessee 37228 Project Roger Kehdi Mitsubishi Sheet No. 1 Model Channel Letters-Mitsubishi aa�emccx�Enwc na�o�ue lob No. 224585 By BSS . •- ._.."F`.'_.". Date 5/13/22 CHANNEL LETTERS♦LOGO 2018 International Building Code Wind Provisions of ASCE 7-16 MITSUBISHI MOTORS rYF� `�G3PC?P`.WO, N..'MNJ r NSW NI aFI iIG'T P�. JO?Well 111r N'Y .2E'EENCE SF W'r.A'ING un.136.iCC0 Dead Load: Face: wE= 1.30 psf (.090"Aluminum Panel) Returns: w,= 1.30 psf (.090"Aluminum Returns) Backer: we= 1.30 psf (.090"Aluminum Backer) Misc: w,, 2.00 psf Wind Load: Service: pw,sso= 26.47 psf (See Sheet 2) Ultimate: pw,uLT= 44.12 psf Project Roger Kehdl Mitsubish' ROSS BRYAN ASSOCIATES,INC. Sheet No. 2 Model Sign CONSULTING ENGINEERS Job No. 224585 By BSS NASHVILLE,TN Date 5/]3/2022 CODE$: Wind Loads per provisions of ASCE 7-16,Chapter 29 SIGN DIMENSIONS: Length,B= 12.42 ft. Height,s= 3.25 ft. OAH Above Grade,h= 30 ft. Depth,t= 0.47 ft. A,;s„= 40.4 ft' Ground Elevation,zs= 0 ft. WIND LOADS: Natural Frequency= 1 RIGID STRUCTURE Exposure Category= C Risk Category= II 9,=0.00256*K,*K„*Kd*KQ*V2 Velocity Pressure,ASCE 7-16,Section 26.10.2 K,= 0.98 Velocity Pressure Exposure Coefficient,ASCE 7-16,Table 26.10.1 = 1.0 Topographic Factor,ASCE 7-16,Section 26.8.2 Kd= 0.85 Wind Directionality Factor,ASCE 7-16,Table 26.6-1 Ke= 1.00 Ground Elevation Factor,ASCE 7-16,Table 26.9-1 V= 115 Basic Wind Speed,mph,ASCE 7-16,Figure 26.5-18 qn= 28.27 Ib/ft5 F/A=qh•G*Cr Design Wind Loads,ASCE 7-16,Section 29.3.1 G= 0.85 Gust Effect Factor,ASCE 7-16,Section 26.11 8/s= 3.82 Length of Sign/Depth of Sign s/h= 0.11 Depth of Sign/Overall Height Cf 1.84 Force Coefficient,ASCE 7-16,Figure 29.3-1 CASE A:resultant acts normal to sign face through the geometric center /A= 44.12 lb/ft' CASE B:resultant acts normal to sign face at a distance from the geometric center toward the windward edge equal to 2.03' CASE C loading applies LRFD Loading: Use wind pressure= 44.12 Ib/fe for 1.0*W from ASCE 7-16,Section 2.3.1 ASD Loading: Use wind pressure= 26.47 Ib/ftz for 0.6*W from ASCE 7-16,Section 2.4.1 Project Roger Kehdi Mitsubishi dos Sheet No. 3 Model Channel Letters-Mitsubishi 113 peA"MUMMY. cur lob No. 224585 By BSS I •..r ro^° y-•° Date 5/13/22 Lino Properties: Total Length: 2.42 ft (Length of Entire Letterset) Total Height: 2.09 ft (Height of Entire Letterset) Return Depth: 2.4 in (Face-to-Backer Depth) Distance from Return: 2.9 in (Stroke Width of Largest Letters) Distance to Connection: 0 in (Approx.Connection Distance from Backer to Anchorage) Logo Size: (Area/perimeter determined by computer analysis) Area Per. Total Dead Total Wind #of Vert.Anchor Shear per Tension per Logo: (in): (in): Load(lb): Load(lb): Anchors: Spacing: Anchor(lb): Anchor(lb): Logo 79 38 3.3 14.5 4 22.0 0.8 3.9 Backer: Construction: 3mm ACM M,„„= PL = 11.2 lb-in P=Max Anchor Tension= 3.9 lb L=Distance from Return= 2.9 in Mr„ = 0.025 in < 0.083 in O.K.. f.'b (Apparent Thickness) fy= 22000 psi b= 5.0 in (Based on 30"angle to returns) Returns: Construction: .040"3003 Aluminum(Onwelded) b/t=A= 59.38 Mma,= wLz = 1.6 lb-ft b=Return Depth= 2.4 in 8 t= Return Thickness= 0.040 in w=Half Face Wind Load= 3.20 plf L=Max Vert.Anchor Dist.= 2.00 ft Fp/D= 16.3—0.067.A= 12.32 ksi 5= bh2 = 0.038 in3 6 M„/R= Fa S = 0.46 k-in= 38.6 lb-ft > 1.6 lb-ft O.K.K. Project Roger Kehdi Mitsubishi Sheet No. 4 Model Channel Letters-Mitsubishi Job No. 224515 1613 NBA Bn&RRIMAL INSIMESRINIC L/C By BSS Date 5/13/22 2018 International Building Code Letter Properties: Total Length: 5.00 ft (Length of Entire Letterset) Total Height: 1.54 ft (Height of Entire Letterset) Return Depth: 2.4 in (Face-to-Backer Depth) Typical Letter Stroke: 2.9 in (Stroke Width of Largest Letters) Distance to Connection: 0 in (Approx.Connection Distance from Backer to Anchorage) Letter Sizes: (Areas/perimeters determined by computer analysis) Area Per, Total Dead Total Wind it of Vert.Anchor Shear per Tension per Letter: (ins): (In): Load PO: Load(16): Anchors: Spacing: Anchor(lb): Anchor OM: M 43 51 2.4 7.8 3 15.6 0.8 2.8 I 14 19 0.8 2.5 2 15.6 0.4 1.3 T 21 28 1.2 3.8 2 15.6 0.6 2.0 5 28 35 1.6 5.1 2 15.6 0.8 2.7 U 30 38 1.8 5.6 2 15.6 0.9 3.0 B 37 12 1.4 6.8 2 15.6 0.7 3.5 H 32 41 1.9 5.9 2 15.6 0,9 3.1 0 34 11 1.3 6.2 2 15.6 0.7 3.2 R 34 25 1.6 6.3 2 15.6 0.8 3.3 Backer: Construction: 3mm ACM Mma„= Pt = 2.5 lb-in 4 P=Max Anchor Tension= 3.5 lb L=Typical Letter Stroke= 2.9 in t,n,,= J6'M„r°-t = 0.012 in < 0.083 in O.K. fy•b (Apparent Thickness) fy= 22000 psi b= 5.0 in (Based on 30°angle to returns) Returns: Construction: .040"3003 Aluminum(Unwelded) b/t=1= 59.00 Mm== wLa = 0.9 lb-ft b=Return Depth= 2.4 in 8 t= Return Thickness= 0.040 in w=Half Face Wind Load= 3.19 plf L=Max Vert.Anchor Dist.• 1.54 ft Fb/0= 16.3-0.067•2= 12.35 ksi S= 662 = 0.037 in3 6 M„/0= Fh 5 = 0.46 k-in= 38.2 lb-ft > 0.9 lb-ft O.K. 0 p SHEET NO. 5 - SUBJECT /.�1� KP,�1a.-t M/+I yU 1�1 C � r ��.� FOR �g! BY 697 (16 JOB NC7. 1y RBA STRUCTURAL ENGINEERING,LLC DATE J, ZQ/Z7r p f ht,E,k (m 4;a rvj Its i ;jt- 4 Ct n.tdpi s Vefh&A-1 ►Akmbri" j( $. We, Alum 73106 (M ) forot6 = a IT - ci( = /11500 C 6ve4c'er. 27 rn� Mau = I4"12r; — 22591b fit (OK- O.q ' (ak � Uo411Z.00 ft( µ¢ ter 3/3x 14 -A hvvh Tv Inc. CM j ,v, — 28'0 )14- 0 • 7qoO pa; ( *4cdcd sc; { '27 1,1 !vim{ = "7300i9sr 1,E3 - 11(3 it,-f{ ce c.) 61-rc k 5/g„ 141 <uY�a �,j 1 .4? Ifa ;trh T , (7 — 16125 r2 U,►1�, r 37 lb (. r;drrl .00 lax err (Noec ) W oovu A ( Ace 4 3 -j,6 0`0.7 Gletv,Q$ -NV in . 7 91 'de 6" frmMkFiol% (hi) = 4. OP - 6," 2416 lb (OR-) 2 � f31' Li Lb � X1(919 61.411' rL827t12' ) M23A4 ( 6'4) Project Roger Kehdi Mit ' ROSS BRYAN ASSOCIATES,INC. Sheet No. 7 Model CONSULTING ENGINEERS Job No. 224585 By BSS NASHVILLE,TN Date 5/20/22 WOOD DOWELS- BEARING STRENGTH(ASD) LOADING Load I I to Grain: 4.3 lb Load to Grain: 37 lb Total Load: 37.2 lb Load Duration Factor: 1.6 MATERIALS Fell, Main Member: 5488 psi Fe , Main Member: 3066 psi Fee, Main Member: 3084 psi Side Member Type: Other Fell,Side Member: 14500 psi Fe , Side Member: 14500 psi Fee, Side Member: 14500 psi t, Main Member: 2.00 in t, Side Member: 0.19 in D, Bolt 0.63 in Fy, Bolt 45000 psi YIELD LIMIT Yield Mode Im 783 lb 1.6 1252 lb Is 345 lb 1.0 345 lb II 340 lb 1.6 544 lb 111 648 lb 1.6 1037 lb Ills 2889 lb 1.0 2889 lb IV 866 lb 1.6 1385 lb (Z*Co)min 345 lb Co 0.403 Zdes 131.4 lb >= 37.2 lb OK Job No Sheet No Rev 22 4585 84121 i) Software licensed to Ross Bryan Associates.Inc Par CONNECTED User:Jacob Holloway Job Title Roger Kehdi Mitsubishi Ref BY BS Date19-May-22 Chd JRH Chant AGI File Sign frame.STD DatefTitne A 0 e Whole Structure STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 1 ot 2 . Job No Sheet No Rev 22 4585 9 0 111. Software licensed to Ross Bryan Associates.Inc. Part CONNECTED User:Jacob Holloway Job Tine Roger Kehdi Mitsubishi Ref By as Date19-May-22 chd JRH Cheat AGI F'In Sign frame.STD OateTTime Utilization Ratio (HORIZONTAL MEMBERS) Beam Analysis Design Actual Allowablrl Ratio Clause L/C Ax lx ly lx Property Property Ratio Ratio (Act./Allow.) (in) (in4) (in4) (in4) 1 3SQX.1875V 3SQX.1875V 0.042 1.000 0.042 2.110 2.790 2.790 4.170 2 3SQX.1875V 3SQX.18754 0.039 1.000 0.039 2.110 2.790 2.790 4.170 3 3SQX.1875V 3SQX.1875V 0.014 1.000 0.014 2.11D 2.790 2.790 4.170 4 3SQX.18751.0 3SQX.1875V 0.034 1.000 0.034 2.110 2.790 2.790 4.170 5 3SQX.1875V 3SQX.1875V 0.034 1.000 0.034 2.110 2.790 2.790 4.170 20 3SQX.18751.0 3SQX.1875V 0.040 1.000 0.040 2.110 2.790 2.790 4.170 21 3SQX.1875V 3SQX.1875V 0.071 1.000 0.071 2.110 2.790 2.790 4.170 22 3SQX.1875V 3SQX.18751/ 0.149 1.000 0.149 2.110 2.790 2.790 4.170 23 3SQX.1875V 3SQX.1875V 0.149 1.000 0.149 2.110 2.790 2.790 4.10 24 3SQX.1875V 3SQX.1875V 0.050 1.000 0.050 2.110 2.790 2.790 4.170 Failed Members There is no data of this type. (NO FAILED MEMBERS) Beam Maximum Forces by Section Property Axial Shear Torsion Bending Section Max Fx Max Fy Max Fz Max Mx Max My Max Mz (Ib) (Ib) (Ib) (Ib-fl) (Ib-ft) (Ib-fl) 3SQX.1875WALL Max+ve 9.096 22.434 121.295 1.014 280.268 22.914 Max-ve -27.027 -22.649 -128.624 -271.253 -42.134 -9.799 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 2 of 2 • Job No Sheet No J Rev 11117111111111:-. 22 4585 � 10 N Software licensed to Ross Bryan Associates,Inc. Part CONNECTED User:Jacob Holloway Job Title Roger Kehdi Mitsubishi Ref By BS Date19-May-22 Chd JRH client AGI File Sign frame.STD Date/Time Utilization Ratio (VERTICAL MEMBERS) Beam Analysis Design Actual Allowabli Ratio Clause LJC Ax lz Iy lx Property Property Ratio Ratio (Act/Allow.) (in2) (in4) (in4) (in4) 6 3SQX.1875V 3SQX.1875V 0.007 1.000 0.007 2.110 2.790 2.790 4.170 7 3SQX.1875V 3SQX.1875V 0.039 1.000 0.039 2.110 2.790 2.790 4.170 8 3SQX.1875V 3SQX.1875V 0.041 1.000 0.041 2.110 2.790 2,790 4.170 9 3SQX.1875V 3SQX.1875V 12281 1.000 0,012281 2.110 2.790 2.790 4.170 10 3SQX.1875V 3SQX.1875V 0.131 1.000 0.131 2.110 2.790 2.790 4.170 11 3SQX.18751, 3SQX.1875V 0.133 1.000 0.133 2.110 2.790 2.790 4.170 12 3SQX.1875V 3SQX.1875V 0.133 1.000 0.133 2.110 2.790 2.790 4.170 13 3SQX.1875V 3SQX.1875V 0.328 1.000 0.328 2.110 2.790 2.790 4.170 14 3SQX.18751/ 3SQX.1875V 0.330 1.000 0.330 2.110 2.790 2.790 4.170 15 3SQX.1875V 3SQX.18751/ 0.057 1.000 0.057 2.110 2.790 2.790 4.170 16 3SQX.1875V 3SQX.1875V 0.058 1.000 0.058 2.110 2.790 2.790 4.170 17 3SQX.1875V 3SQX.1875V 0.101 1.000 0.101 2.110 2.790 2.790 4.170 18 3SQX.18751.0 3SQX.18751/ 0.105 1.000 0.105 2.110 2.790 2.790 4.170 19 3SQX.18751.0 3SQX.1875V 0.000 1.000 0.000 2.110 2.790 2.790 4.170 Failed Members There is no data of this type. (NO FAILED MEMBERS) Beam Maximum Forces by Section Property Axial Shear Torsion Bending Section Max Fx Max Fy Max Fz Max Mx Max My Max Mz (Ib) (Ib) (Ib) (Ib it) (lb ft) (Ih ft) 3SQX.1875WALL Max+ve 41.492 27.027 1.88E+3 0 616.987 8.331 Max-ve -47.706 -18.338 -249.919 -0.000 -249.194 -4.109 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 1 of 1 4 3 I 2 I 1 1 e ` RBA Sttuetuvel EngineMng,LLC REVISIONS Englnee.e ZONE REV.ECR NUMBER REV CHANGE REV DATE REV DRAFTER t .,m..... A..I..seen....noon nri n::e DESIGNED IN ACCORDANCE A 50725 INITIALRELEASE 11)I b/2021 MHM WITH 2018 INTERNATIONAL B 52498 PRODUCTION LEVEL DRAWING 03/08/2022 AA BUILDING CODE ASCE746 I.I.m W., """""'^" EXISTING WOOD BEAM B 1____aiiiiiifiiimmimiiiiimimum-41;6... _1MITT N SCALE 1:30 11'-6%s" 10Xt'• 8�' 074" 7'.I0,- 2% r. -7%;a 27a'� r- I 4 - MITSUBISHI - GPR°` e 5 7 6/01/2022 i MOTORS , OREGON, gLAN its EXPIRES:06/30/24 A A ALUM CABINET PAINTED CORPORATE MARK MITSUBISHI'WHITE'LIGHT BAND MITSUBISHI'RED'LIGHT BAND --RETURNS PAINTED TO MATCH'7LX'BLACK REFERENCE SF DRAWING MIT-H36-LOGO TO MATCH"BLX"ELACI{ tm0.am/Cu.bme. MITSUBISHI MOTORS m..n..Len.ik.EXTERIOR ebRryv.: BUILDMATT G ELEMENTS w G' Eovn...: SMITHMA7T H wmmve • nbmx..x.n: ILLUMINATED MITSUBISHI WALL CABINET vewg.: SCALE:1:16 ""'," ......—"__._MIT-TOR-CABCM C\AGI?LM\.',,ISSIOf.\MI.3unLA1..NR SPECIM_\l<gn..l.OP\MI'-Tin CAP-CM I 3 2 I SHEET 1 OF S 4 I 3 I 2 I 1 i 1 REVISIONS %i 1 II:i i IN 1 i i 1 N......,,,,,, , ,,1 lillic I 8 A M...."...."E..1'..".'"..L" ZONE REV.ECR NUMBER REV CHANGE REV DATE REV 0/749ER y_ Engineers ............................“„... o DESIGNED IN ACCORDANCE A 50775 INMA L RELEASE 11/16/2021 MHM WITH VAS INTERNATIONAL B 52498 PRODUCTION LEVEL DRAWING 03/0B/2022 AA BUILDING CODE ASCE 7-16 ......,...„..„.......,...„...... 0 15 B 14 B1 •• 13 r . 1 PROpp. ..... ...... Via . .5,7./ira, .6/01/2022-0 1:0,0, OREGON k 421 1ir . C , 0 ' N.,,.., . %N....N..I - EXPIRES:06/30/24 _G. 41111401411 Irk ..---1- .., 'IIIIIIIIIII _ITEM LIT NUM: 2 MIT-TGR-GAB-CLD2 4 MIT-TGR-CAB-15PN 5 MIT-H36-LOGO 6 MIT-TGR-CAB-EL 7 MIT-TGPRA- L- 1--....,,i . 9 MCM#90420A450 5,-) 10 MCM#90048A197 M TABLE:MINOR-CAR-CM .0 DESCRIPTION 90"ALUM ACK PANEL a HORIZONTAL LOGO MITSUBISHI'RED'LIGHT BAND 5/8"DIA.LAG SC REVV #10X3/4"H.H.SS.5/D SCREW it8X3/41 C/S.S.M.SCREW_.... ------ 1 1 1 1 8 5._ 21 14 1‘01 01 ,44 11 1 _13 :1811.r TT GG RR,-cC AA BE i OF RL Dm 1 __Ds_EHEAP LiGoAwB I No EAT BCINLAETDFLAIg I Orr,* A ALUM.FRAME 1 i 11% GO 4% 11 I 17 1 MITSUBLSHI'WHITE'LIGHT BAND 1 , -' 11 MCMII .90670A033 1/2-13 ALUMINUM HEX NUT 2 A ' 12 MCMII 90670A031 3/8-16 ALUMINUM HEX NUT 2 , ' ..._ A to 6 d/Ii 13 MCM#30141954 3/8-16X3/4 STEEL EYEBOLT 14 MCM#93190A716 — — 1/2-13X1 1/2 ODE FT BOLT-SS 2 15 M1T-TGR-CAB-LIFT 2 2"X 2''X I/4"STEEL LIFTING ANGLE 2 9 MITSUBISHI MOTORS 4161.1 ro•Roow4lor'EXTERIOR .166 rypor BUILDING ELEMENTS 6.614... MATT SMPH AG I il , WOpeo* . ....,,, mirror.. ILLUMINATED MITSUBISHI WALL CABINET r, S 164E6v. SCALE 1:IC ''''''' MIT-TGR-CAB-CM 1. I 3 4101 2 I 1 SHEET 2 OF 5 4 3 2 I R NOTES: Rew structural En6lnen.ing.ue REVISIONS I. ADDITIONAL NEEDED DATA SHALL BE OBTAINED FROM CAD MODEL Engineers ZONE REV.ECR NUMBER REV CHANGE __ REV DATE ;_REV DRAFTER A mass as.Pan.Pwnw«+wm arm —_____._..._._._.____ _ ._....__._ _— 2. SEE SHEET 2 FOR BILL OF MATERIAL REFERENCED ON THIS SHEET. DESIGNED IN ACCORDANCE A 50725 INITIAL RELEASE 11/162021I MHM WITH 2018 INTERNATIONAL B 52498 PRODUC LION LEVEL DRAWING 03/08/2022 AA 13 / 19 BUILDING CODE ASCE 7-16 �-....._,, 4 .. 3x3x0016 TUBES O ` B • 0 B 17 . II. f D / I l I i l I LI1LJ liLLFLI I 0 Q R• i SECTION A-A % 5 s SCALE I:16 --'5/6'DIA.LAG SCREW 9 w/6'MIN.PENETRATION (TYP.) f C 9 6 4 4 DETAIL C h. r2" - R `w B 0 fr E. 11 l � _ �+17'/e _II y LL I -If I r 41 .n_.n _, PRF", I 5:7 I. , y f r Iw-y L_ " O�O OREG GN 1n1. I 7 I k 414N Vt A I 2 [4 291/" A I' I. SCALE 1:24 B EXPIRES:06/30/24 1 i /-� i' ',.:11 /� rmsunvcww,mn. ,� 411) F L MITSUBISHI MOTORS we Eaeao !EXTERIOR sp Type t G ELEMENTS AGJ—i iii. t sutras MATT SMITH EOF---�_ I am ILLUMINATED MITSUBISHI WALL CABINET _ SECTION B-B vows. SCALE:1:4 ------...._.Mir-rcR-CAR-CM L C,ACI VG/A,Coston,1Y',MPfon..1,SIIE.\PEC-..Ih:\TGnr:I,CRC,Tar,,,,,AP'CM 3 2 I 1 SHEET 3 OF 5 4 I 3 2 I 1 , REVISIONS ZONE REV.ECR NUMBER REV CT ANGE REV DATE 'E2 DRAPER 3 A 08725 INITIAL RELEASE 11/16/2021 64415T B 5298 PRODHC RON LEVEL DRAWING 03/08/2022 AA . .44 149" - 0 1 1 64 6 41A" 4. OF PLATE . T 43:45' - . 1...‘,.... 0 B 1 B _—---- ------- \ 1110 -0 ____------ 10-:' -13. ...-%,.... 42' -4-----21" N.. \ SCALE 1:24 . T":.. . I n f * ----- , •-,-,:!: ;..L Q).__---1 .. ----EXISTING WOOD BEAM , - \ 4 , \ RBA Structural Engineering,1.1.0 \\_45*,('HOLE Enginama I,,,.,,,,,,.,,,,„,„.saes„,,„,,.„„„, FOR 5/8''LAG BOLT,TSP. DESIGNED IN ACCORDANCE WITH 2018 INTERNATIONAL , , i • 4— BUILDING CODE .../XL -I 44" I - 21' I 5,,,___ ASCE 7.16 10"--1— 34343/16 ALUM.TUBE hadgES.AHRM WELDMENT CUT LIST A ALUM,FRAME ITEM'OTY. DESCRIPTION LENGTH 1 MATERIAL ANGIE I ANGI 62 A 148.0661bs) 1 ; 1 A-XAN 606345 3 X 3 X 0.188 149" 1 . 6063-75 45° 45' , T PROP if 2 1 AXAN 6063-T5 3 ROE 0.188 1 36" 6063-T5 45°, 451 44#004P*44170t,..4 3 1 AXAN 6063-T5 3 X 3 X 0.188, 36" 6063-T5 45°, 451 4,,,,m,4„.,, .4, 4 1 AXAN 6363-15 3 X 3 X 0.188 ,' 149" 1 6063-T5 451 4544 3-4410 6/01/2022 I 5 1 A XAN 606345 2 X 2 X 0.125: 117 7/8" 6063-T5 45° 30" MITSUBISHI MOTORS n-;T. )REGOr 6 1 BRAN 606345 2 X 2 X 0.125 35 I3/16'' 6063-T5 45°, 45° 444,44,44,414,,EXTERIOR es • 'Z 7 1 A XA N 6063-T5 2 X 2 X 0.125 137 3/8" 6063-T5 30° 45° son 444.. BUILDING ELEMENTS AGI P 4 IQ.. 8 1 AXAN 6063-T5 3 X 3 X 0.188 35 3/4' 6063-T5 ' T__643444. MATT SMITH ."1.44N Ir.' 9 2 AXAN 6063-T5 3 X 3 X 0.188 35 3/4" 6063-T5 - - _ 4 wir,464,444e 4, 10 I AXAN 6063-T5 3 X 3 X 0.188 35 3/4'' 6063-75 - - 4 4444,44,444 EXPIRES:06/30f 74 11 1 AXAN 606345 3 X 3 X 0.188 35 3/4" 6063-75 - - ILLUMINATED MITSUBISHIWX LL CABINET 12 2 PLATE.I/4"x 2 5/164 3" 6063-75 vow., SCALE:1:16 MIT-TOR-CAB-GM T C 440IPCW,C.15,rwrs,41,11V4WITE,pecimcolo.71.OIEVAII-IGR,CAP,I=A1 3 2 I 1 SHEET 4 OF 5 41 3 2 1 1 • • C . REVISIONS , ZONE REV,ECR NUMBER REV CHANGE REV DATE REV DRAFTER fib` A 50725 INITIAL RELEASE I1/16/2021 MHM R 52493 PRODUCTION LEVEL DRAWING 03/06/2022 AA B ° I B +—32%"—+ .090" I'Al MIT•TGR-CAB-CLD2 { SHALLOW CABINET FACE (6.9091bs) FLAT PATTERN DETAIL D SCALE 1:2 WELDMENT CUT LIST / DESCRIPTION __ MATERIAL / SHEEP,.090"X 32 1/4"%36" POOP ALLOY r ,3." �/// 20" 11 Sb s HOLE 1 D%" ____.___ �I FOR ELECTRICAL MIT-TGR-CAB-CLDI A DEEP CABINET CLADDING (48.1791bs) WELDMENT CUT LIST A DESCRIPTION MATERIAL MIT-TGR-CAB-BPN SHEET,.090"X 41 3/511 X 1435/8' 3003.ALLO" .090"ALUM BACK PANEL vleor.:.Vc.lan,.r: (47.0B5Ibs) MITSUBISHI MOTORS wwm,i Pxww:EXTERIOR 11 E. --- MBATT NG ELEMENTS w IL101 t uyn..r. MATT SMITH H WELDMENT CUT LIST wmmo..ck DESCRIPTION MATERIAL Iwmm,iw,,: ILLUMINATED MITSUBISHI WALL CABINET v SHEET,.090"X 36"X 149" 3003 ALLOY r� v....- SCALE:1:32 ...�., MIT-TOR-CAB-CM? -.,AGI PGM'0.51,1MR\MPa,�[PY,\ellt.IAOfK\rgo�d.OR\MR-IOR-CAP.CM3 G I 1 SHEET SOFS Roger Kehdi Mitsubishi 11880 SW Pacific Highway Tigard, OR 97223 RBA Job No. 22 4585 CALCULATIONS FOR: MIT-TGR-CAB-DN Designed in accordance with: 2018 International Building Code ASCE 7-16 115 mph wind velocity 0 PROF£ der 5'7; 11 6/01/2022 *p OREGON 2 4 4 A N 1�QR EXPIRES:06/30/24 FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER RBA Structural Engineering, LLC 1 Vantage Way, Suite B-400 Nashville, Tennessee 37228 Project Roger Kehdi Mitsubishi Sheet No. 1 Model Channel Letters-Roger Kehdi MIAur: Job No. 224585 By BSS �'`"'"'^"""'`.'""-`^""" Date 5/13/22 CHANNEL LETTERS♦LOGO 2018 International Building Cade Wind Provisions of ASCE 7-16 17-5' __.......__ r Roger Kehdi m...'fA1N'1Q DEALER NA ME LE^FEES ,uii.!PIiH'w NLine3i.µ� ID MAICN'EI X'11 eft ¢EGEr_sICE CFANO:CI vr-C:41::••EP X:H]FI$ Dead Load: Face: wl= 1.30 psf (.090"Aluminum Panel) Returns: w,= 1.30 psf (.090"Aluminum Returns) Backer: we= 1,30 psf (.090"Aluminum Backer) Misc: wm 2.00 psf Wind Load: Service: Napo= 26.47 psf (See Sheet 2) Ultimate: pW,ulr= 44.12 psf • Project Roger Kehdi ROSS BRYAN ASSOCIATES,INC. Sheet No. 2 Model Sign CONSULTING ENGINEERS Job No. 224585 By BSS NASHVILLE,TN Date 5/13/2022 SDDES: Wind Loads per provisions of ASCE 7-16,Chapter 29 SIGN DJMENSIONS: Length,8= 12.42 ft. Height,s= 3.25 ft. OAH Above Grade,h= 30 ft. Depth,t= 0.47 ft. A,;c„= 40.4 ftz Ground Elevation,zg= 0 ft. WIND LOADS: Natural Frequency= 1 RIGID STRUCTURE Exposure Category= C Risk Category= II Oh=0.00256*K,*K„*K,,*Ka*V' Velocity Pressure,ASCE 7-16,Section 26.10.2 K,= 0.98 Velocity Pressure Exposure Coefficient,ASCE 7-16,Table 26.10-1 K,,= 1.0 Topographic Factor,ASCE 7-16,Section 26.8.2 Ka= 0.85 Wind Directionality Factor,ASCE 7-16,Table 26.6-1 = 1.00 Ground Elevation Factor,ASCE 7-16,Table 26.9-1 V= 115 Basic Wind Speed,mph,ASCE 7-16,Figure 26.5-1B qh= 28.27 lb/ft' F/A=qh a G*Cf Design Wind Loads,ASCE 7-16,Section 29.3.1 G= 0.85 Gust Effect Factor,ASCE 7-16,Section 26.11 B/s= 3.82 Length of Sign/Depth of Sign s/h= 0.11 Depth of Sign/Overall Height CF= 1.84 Force Coefficient,ASCE 7-16,Figure 29.3-1 CASE A:resultant acts normal to sign face through the geometric center F/A= 44.12 lb/ft' CASE B:resultant acts normal to sign face at a distance from the geometric center toward the windward edge equal to 2.03' CASE C loading applies Use wind pressure= 44.12 lb/ft' for 1.0*W from ASCE 7-16,Section 2.3.1 ASD Loading; Use wind pressure= 26.47 lb/ft' for 0.6*W from ASCE 7-16,Section 2.4.1 st , Project Roger Kehdi Mitsubishi Sheet No. 3 Model Channeimters-Roger Kends Job No. 224515 By BSS grip 'a'°'• Date 5/13/22 2018 International Building Code letter Properties: Total Length: 8.47 ft (Length of Entire Letterset) Total Height: 1.00 ft (Height of Entire Letterset) Return Depth: 2.6 in (Face-to-Backer Depth) Typical Letter Stroke: 2.9 in (Stroke Width of Largest Letters) Distance to Connection: 0 in (Approx.Connection Distance from Backer to Anchorage) Letter Sizes: (Areas/perimeters determined by computer analysis) Area Per. Total Dead Total Wind 4 of Vert.Anchor Shear per Tension per Letter: (in'): (in): Load(lb): Load(lb): Anchors: Spacing: Anchor(lb): Anchor(lb): R 50 93 3.7 9.2 3 9.1 1.2 3.7 o 31 63 2.4 5.7 2 9.1 1.2 3.3 g 51 97 3.9 9.4 2 9.1 1.9 5.3 e 42 59 2.7 7.7 2 9.1 1.4 4.3 r 32 35 1.8 5.9 2 9.1 0.9 3.3 K 64 76 3.8 11.8 2 9.1 1.9 6.5 h 56 70 3.4 10.3 2 9.1 1.7 5.7 d 43 77 3.2 7,9 2 9.1 1.6 4.5 i 24 26 1.4 4.4 2 9.1 0.7 2.4 !dot 11 7 0.5 2.0 2 9.1 0.3 1.1 Backer: Construction: 3mm ACM M,,,,,= PL = 4.7 lb-in 4 P=Max Anchor Tension= 6.5 lb L=Typical Letter Stroke= 2.9 in r-- te,;,,= J6'MiM1ee = 0.016 in < 0.083 in O.K.. fy-b (Apparent Thickness) fy= 22000 psi b= 5.0 in (Based on 30°angle to returns) Returns: Construction: .040"3003 Aluminum(Unwelded) b/t=).= 64.00 Mr,„= wLZ = 0.4 lb-ft b=Return Depth= 2.6 in 8 t= Return Thickness 0.040 in w=Half Face Wind Load= 3.19 plf • L=Max Vert.Anchor Dist.: 1.00 ft F5/O= 16.3-0.067•2= 12.01 ksi 5= bh` = 0.044 ina 6 M„/4= Fb 3 = 0.52 k-in= 43.7 lb-ft > 0.4 lb-ft O.K. 31 + Project Roger Kehdi ROSS BRYAN ASSOCIATES,INC. Sheet No. 5 Model CONSULTING ENGINEERS Job No. 224585 By BSS NASHVILLE,TN Date 5/20/22 WOOD DOWELS-BEARING STRENGTH(ASD) LOADING Load II to Grain: 4.3 lb Load to Grain: 37 lb Total Load: 37.2 lb Load Duration Factor: 1.6 MATERIALS Fel , Main Member: 5488 psi Fe , Main Member: 3066 psi Fee, Main Member: 3084 psi Side Member Type: Other Fell, Side Member: 14500 psi Fe , Side Member: 14500 psi Fee, Side Member: 14500 psi t, Main Member: 2.00 in t, Side Member: 0.19 in D, Bolt 0.63 in Fy, Bolt 45000 psi YIELD LIMIT Yield Mode Z C_La Z*C, Im 783 lb 1.6 1252 lb Is 345 lb 1.0 345 lb II 340 lb 1.6 544 lb III, 648 lb 1.6 1037 lb Ills 2889 lb 1.0 2889 lb IV 866 lb 1.6 1385 lb (Z*CD)m.n 345 lb Co 0.403 Zdes 131.4 lb >= 37.2 lb OK SUBJECT /..? ( lnh�v I�i' o SHEET NO. 6 �1 RBA STRUCTURAL ENGINEERING,LLC JOB ND. 924 r FOR �� I BY j DATE �jI/20/ 21- 4(0W1 Foote Fool fkt/GIv1 t.I OM gi S Ueihri-1 Vi,mbrir V 3 X yr& At loft (M ev--/ _ 6 ( I Virwi �u = /t 5U0 rsi 6 47ive(cle ) v J f , M411 = I(150Or; A. I. 87 22594b-fF . )I� , M d f - 0.qg ` ( oK � Uo-v mf*'( J inter 3/3 .716 ivm Tube_ CM ) ^ = 2g0ikJ.ff . V = /29 �6 7WOpa; ( *4d A. -- 1 ,27 C 1 m! ~ -7309(i; ^01 g 3 1113 Ib-f 1 (OK) Gkak 6/e pry (Al (J/ feAg RR PI Tem,6 Irv) ( It) = 1'r23rb V = 37 ./b 62141 dvr'4,7 1:001 ovi Pr (N r ) Wlfhd+",'1a ( C W', H31/ 4/in Cp 41 Lj 3 L -f,g.,.-o.- 1 iiF0,01) rl'/in & de G ' ivuG AN°1'. ( - )41 = 484- 021t 6." s 2q1(, lb (04) 151 . L1 46 Y4.I6919 (31.k 2827 'b' > P, 23A" ( 644) b ? W 2 ,g' � �n �7 Z�11 Cr95 �7�B fi 13 I '1 +C 5 Job No Sheet No (Rev 22 4585 7 1 0 Software licensed to Ross Bryan Associates,Inc. Fart CONNECTED User Jacob Holloway Job Title Roger Kehdi Mitsubishi Ref By BS Detr19-May-22 Chd JRH Ctient AGI Ale Sign frame.STD Date/Trne A 0 c p F Leai Whole Structure STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 1 of 2 Job Nc Sheet No i Rev 22 4585 8 JIII 0 MP Software licensed to Ross Bryan Associates,Inc. Part - CONNECTED User Jacob Holloway Job Title Roger Kehdi Mitsubishi Ref By BS Date19-May-22 Chd JRH Client AGI File Sign frame.STD Date/Time r Utilization Ratio (HORIZONTAL MEMBERS) - Beam Analysis Design Actual Allowable! Ratio Clause L/C Ax lz ly lx Property Property Ratio Ratio (Act./Allow.) (in2) (in4) (in') (in') 1 3SQX.1875V 3SQX.1875V 0.042 1.000 0.042 2.110 2.790 2.790 4.170 2 3SQX.1875V 3SQX.1875V 0.039 1.000 0.039 2.110 2.790 2.790 4.170 3 3SQX.1875V 3SQX.1875V 0.014 1.000 0.014 2.110 2.790 2.790 4.170 4 3SQX.1875V 3SQX.187510 0.034 1.000 0.034 2.110 2.790 2.790 4.170 5 3SQX.1875V 3SQX.1875V 0.034 1.000 0.034 2.110 2.790 2.790 4.170 20 3SQX.1875V 3SQX.1875V 0.040 1.000 0.040 2.110 2.790 2.790 4.170 21 3SQX.1875V 3SQX.1875V 0.071 1.000 0.071 2.110 2.790 2.790 4.170 22 3SQX.1875V 3SQX.18751.0 0.149 1.000 0.149 2.110 2.790 2.790 4.170 23 3SQX.1875V 3SQX.1875V 0.149 1.000 0.149 2.110 2.790 2.790 4.170 24 3SQX.1875V 3SQX.1875V 0.050 1.000 0.050 2.110 2.790 2.790 4.170 Failed Members There is no data of this type. (NO FAILED MEMBERS) Beam Maximum Forces by Section Property Axial Shear Torsion Bending Section Max Fx Max Fy Max Fz Max Mx Max My Max Mz (Ib) (Ib) (Ib) (Ib'ft) (Ib'ft) (Ib"tt) 3SQX.1875WALL Max+ve 9.096 22.434 121.295 1.014 280.268 22.914 Max-ve -27.027 -22.649 -128.624 -271.253 -42.134 -9.799 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 2 of2 1 Job No Sheet No (Rev 22 4585 9 1 Software licensed to Ross Bryan Associates,Inc. Part 0 CONNECTED User:Jacob Holloway Job Title Roger Kehdi Mitsubishi Ref By BS Date19-May-22 Chd JRH Client AGI File Sign frame.STD Dale/Time Utilization Ratio (VERTICAL MEMBERS) Beam Analysis Design Actual Allowable Ratio Clause UC Az lz ly lx Property Property Ratio Ratio (Act./Allow.) (in) (in4) (in°) (in/ 6 3SQX.1875V 3SQX.1875V 0.007 1.000 0.007 2.110 2.790 2.790 4.170 7 3SQX.1875V 3SQX.1875V 0.039 1.000 0.039 2.110 2.790 2.790 4.170 8 3SQX.1875V 3SQX.1875V 0.041 1.000 0.041 2.110 2.790 2.790 4.170 9 3SQX.1875V 3SQX.1875V 12281 1.000 0.012281 2.110 2.790 2.790 4.170 10 3SQX.1875V 3SQX.1875V 0.131 1.000 0.131 2.110 2.790 2.790 4.170 11 3SQX.1875V 3SQX.1875V 0.133 1.000 0.133 2.110 2.790 2.790 4.170 12 3SQX.1875V 3SQX.1875V 0.133 1.000 0.133 2.110 2.790 2.790 4.170 13 3SQX.1875V 3SQX.1875V 0.328 1.000 0.328 2.110 2.790 2.790 4.170 14 3S0X.18751J 3SQX.1875V 0.330 1.000 0.330 2.110 2.790 2.790 4.170 15 3SQX.1875V 3SQX.1875V 0.057 1.000 0.057 2.110 2.790 2.790 4.170 16 3SQX.1875V 3SQX.1875V 0.058 1.000 0.058 2.110 2.790 2.790 4.170 17 3SQX.1875V 3SQX.1875V 0.101 1.000 0.101 2.110 2.790 2.790 4.170 18 3SQX.18751/ 3SQX.1875V 0.105 1.000 0.105 2.110 2.790 2.790 4.170 19 3SQX.1875V 3SQX.1875V 0.000 1.000 0.000 2.110 2.790 2.790 4.170 Failed Members There is no data of this type. (NO FAILED MEMBERS) Beam Maximum Forces by Section Property Axial Shear Torsion Bending Section Max Fx Max Fy Max Fz Max Mx Max My Max Mz (Ib) (Ib) (Ib) (Ib-ft) (Ibft) (Ibft) 3SQX.1875WALL Max+ve 41.492 27.027 1.68E+3 0 616.987 8.331 Max-ve -47.706 -18.336 -249.919 -0.000 -249.194 -4.109 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 1 of 1 • 4 I 3 2 1 I r f RBA Structural Engineering,LLC REVISIONS Engineers LONE REV.ECR NUMBER REV CHANGE REV DATE REV DRAFTER e 1v.m.R.w.r,was awa x..nauI.TN ma A 52498 INITIAL RREASF 03/08/2022 AA DESIGNED IN ACCORDANCE WITH - 201BINTERNATIONAL BUILDING CODE ASCE 7-16 i1N mi .I to"p--I --EXISTING WOOD BEAM B -.- 433"_._ —___ 64" 4IX" B i tr Roger Ke Ill di SCALE 1:30 4 1'-1II46 ---"' 8'"5'�n'.—... I'I1�" - 2%,"—r r • : '4'_ 0 PROP£ -i4a 2 4 ✓ m } Ro e r Ke h d f :s610112022w OGONk. 7 ` EXPIRES:06/30/24 A \ A ALUM CABINET PAINTED ,`DEALER NAME LETTERS MITSUBISHI'WHITE'LIGHT BAND "'""TORE MATCHURNS "RUED JO MATCH"BM BLACK REFERENCE DRAWING MIT-CL-ROGER KEHDI-12 TO MATCH"RUC BLACK wowuMCuelomerr. MITSUBISHI MOTORS �� I m .,l.ri • o:EXTERIOR aide tro. BUILDING ELEMENTS A ■��B F: Ern..,- MATT SMITH _ I�1 ■ I g vol.:R .a / ���BB wmwmlon ILLUMINATED MITSUBISHI WALL CABINET t veRw.: SCALE:1:16 MIT-TGR CAB DN C\0.GI PLM\CustomeIi,MibubNJ\SREPECIFIC\Id'xd.rR\DEALRNAM"c WALL SIGN`. I 3 I I SHEET 1 OF MR-HGRCM-Dr1 4 3 2 i 1 r i of REVISIONS I ZONE REV.ECR NUMBER REV CHANGE REV DATE REV DRAFTER A 52498 INITIAL RELEASE 03/08/2022 AA RBA Structural Engineering,LLG • Engineers • I V....W.T.Salta M00/*WM.,TN NM .c, DESIGNED IN ACCORDANCE WITH © 2018 INTERNATIONAL ® BUILDING CODE ASCE 7-1C0 B 2 „.,...'mire-«s ue»• B 1J Y PADp ,v - s'7la 16/01/2022 OREGON 9 2t ra q4AN SNP , 4 , , .,..„,, ''......N." EXPIRES:D6/30/24 \ R-TGR-CAB-ON BOM TABLE:MITEM PART NUMBER 1 MR-TGR-CAB-DN- CA DESCRIPTION CLADDING QTY. 1 2 MR•TGR•CA B-DN-FRM CRIPTION FRM ALUM.FRAME 1 3 MIT•TGR-CAB-DN-BPN .090"ALUM BACK PANEL 1 4 MIT-CL-ROGER KEHDI-12 CUSTOM DEALER CL 12" 1 5 MIT-TOR-LIE MRSUBISHI'WHITE'LIGHT BAND 1 6 MCMR 91 478A 638 5/8"DIA.LAG SCREW B 7 MCM#90420A450 #10%3/4"H.H.S.S.S/D SCREW 21 4 0 8 MCM#90048A197 #8%3/4"C/S.S.M.SCREW 16 9 MCM#90670A033 1/2-13 ALUMINUM HEX NUT 2 A \. 10 MCM#90670A031 3/8-16 ALUMINUM HEX NUT 2 A 11 MC_M#30147954 3/B-I 6X3/4 STEEL EYEBOLT 2 5 12 MCM#93190A716 1/2-13X11/2GD5 FT BOLT-SS 2 1 13 MIT-TOR-CAB-LIFT 2"X2"XI/4"STEEL LIFTING ANGLE 2 rrop,um/C,.wm.,. MITSUBISHI MOTORS 1 im.m„eavA, EXTERIOR atm rpur BUILDING ELEMENTS r e,g amR..,: MATT SMITH .... L1 G I s _ A Wp ,..e, �\ 144m146 v,. ILLUMINATED MITSUBISHI WALL CABINET !vow. I SCALE:1:16 MIT-TGR-CAB-UN P ( 3 2 1 SHEET 20F5 p 4 I 3 I 2 I 1 . r 1 r NOTES: RBA Structural Engineering,LLC REVISIONS I. ADDITIONAL NEEDED DATA SHALL BE OBTAINED FROM CAD MODEL. Engineers ZONE REV.ECR NUMBER REV CHANGE REV DATE REV DRAFTER 2. SEE SHEET 2 FOR BILL OF MATERIAL REFERENCED ON THIS SHEET. 1`°..a...r s..SO°n"""tli rid "ve A 52498 3. CHANNEL LETTERS POP-RIVETED TO CABINET FACE DESIGNED IN ACCORDANCE INITIAL RELEASE 03/08/2022 AA WITH 2018 INTERNATIONAL 13 BUILDING CODE ASCE 7.16 - O. "3x3x0.016 ALUM.TUBES J B Cr-' �j • \ B s l II W I I l L_Li W 11 t_[_I_l I I I Li r D 0 Cli SECTION A-A 0 C�� SCALE 1 ,16 OX I' 5/B"DIA LAG SCREW vd 6'MIN.PENETRATION NNE'I f° D g....1 D IL r P f t A A CO......„.....„.....„., ❑ I ._.... i-D2CCDCO, -':;)IT Ecc-4hcbn .II t ------- SCALE 1:24 B�I A A © . t PRp E ilk .roereen/C•earn. / I I�� '� S'7i� "^.6J01/2022 MITSUBISHI MOTORS i m OREGON } 1l', \ �i�,-1 10n42,!v 1ej O Im.�ro uNdv.:EXTERIOR ' 4 l`J 4 r ',ry sic"ryo. BUILDING ELEMENTS (. . _ tqN jFt" YrgN.a: MATT SMITH AG I i CYEXPIRES:06/30/24 "'"mpi° c SECTION B-B Ymmin.Xen. ILLUMINATED MITSUBBHI WALL CABINET_---- voY.c.: SCALE:IA MIT-TGR-CAB-DN°: C N+G11.? norrsrr.Mli:omesnexfrrvic\neaa O¢':DU LER Rom C..e WALLSN\ I 3 I 2 1 SHEET3 OF 5 MR.Vifti:Pl)N i 4 I 3 • 2 I 1 1 a r REVISIONS ZONE REV,ECR NUMBER REV CHANGE REV DATE REV DRAFTER A 52498 INITIAL RELEASE 03/08/2022 AA RBA Stmctural Engineering,LLC • 10 Engineers I Venty.TIry,BUN.MIN IYMVYM TN sins 149'' 5 DESIGNED IN ACCORDANCE WITH O 2018 INTERNATIONAL 64 � d3Z _- -�___-�- _ CL OF PLATE 2:! 41F __�—�----�-� 3 B t BUILDING CODE B ; : .0 1 , �,, m.� .L _ ��. 11 2 --EXISTING WOOD BEAM 3 _ _—_ --._,I� SCALE 1:24 '-'��A �19" 21" 21" 42.' -_ a�T -42' _ Xl` - i ° ;—° 5��"HOLE / _ FOR 5/8"LAG 801T,TYP. '., ' 1 PROpt © - Jam!` ,�tf� 5.7J .6/01/2022 N OREGON I I ( '4L4N T F�18/" �I- 21" - 21" - A4" 42" �2�_— 3x3x3/I6 ALUM.TUBE EXPIRES:06/30/24 A WELDMENT CUT LIST A MIT-TG CAB-DN FRM ALUM.FRAME ITEM QTY. DESGRIP"ION LENGTH MATERIAL ANaEl ANGLE; (51.710Ibs 1 1 I AXAN 6063 T5 3 X 3 X 0.188 1 149" 6063-T5 45° 45° 2 I AXAN 5063 TS 3%3%0.188} 149" 6063-T5 45° 45° ,....„,,U,bn.r 4 2 AXAN 6063-T5 2 X 2 X 0.118 36 6063-T5 45° 45° -- --MITSUBISHI MOTORS 4 1 AXAN 6063-T52X 2XO125 25 14813/16 6063-T5 45° 45 5 2 AXAN 6063-T5 2 X 2 X 0125 35 13/16 6063-T5 45° 45 inn ie.Nnb, EXTERIOR 6 I AXAN 6063-T5 3 X 3 X 0.188 35 3 4' 6063-T5 t,e ryp. BUILDING ELEMENTSAG I '' 7 1 AXAN 6063-153 X3 XO1B8 353/4' 6063-T5 - r„y,°, MATT SMITH ` 8 2 AXAN 6063-T5 3 X 3 X 0.188 35 3/4 6063-T5 - - W'.Map„a 9 I AXAN 6063-T5 3 X 3 X 0.188 35 3/4" 6063-T5 iwmm°nn. ILLUMINATED MITSUBISHI WAL CABINET 10 1 AXAN 6063-T5 2 X 2 X 0.125 148 13/16" 6063-T5 45° 45° -- --- ...__.._..._.,._...._...._...._ T_.._.. __ ._ v°F.s.r. SCALE 1:16 I. 11 2 PLATE,I/4"x 25/16"x 3" 1 6063-T5 M1T-TGR-CAB-DN ` gAeiI'EM�r�iornars.mu:uo°�rss,EaFlCViawe.NO,IVOLFP NAME WAScrn 3 2 I 1 SHEEl4 OFS WY,EESR-CA&l:�! 4 3 1 • , REVISIONS ZONE REV.ECR NUMBER REV CHANGE REV LATE REV DRAFTER . A 52498 INITIAL RELEASE 03/08/2022 AA 154 " B B fi FLAT PATTERN 149' 149" 6''4'HOLE FOR ELECTRICAL MIT•TGR-CAB-DN-BPN MIT-TGR-CAB-DN-CLDT .090"ALUM BACK FANEL A (47.085Iht) CABINET CLADDING (55 581165) WELDMENT CUT LIST A DESCRIPTION MATERIAL Sheet,.090"X 41 3/8"X 154 3/8" 3003 ALLOY NapaMCubmw: MITSUBISHI MOTORS 4 MNb/&lenaa EXTERIOR r SW EV . BUILDING ELEMENTS AG Erom..f: MALT$MRH WELDMENT CUT LIST Cwimlwec ...._..._ __ DESCRIPTION MATERIAL I iwmmww„I ILLUMINATED MfTSUBISHI WALL CABINET SHEET..090"X 36'X 149" 3003 ALLOY 2 Volvo*. SCALE:1:32 MIT-TGR-CAB-DN 3 C'\AGIV{:M'.f-L'SIDRnt'M�If�YN\:IIE i"EII1C\IFB CF\DGtEQ NAME WALL ' SHEETS OFS Mi':Ri AB[Ifl — mow— • Roger Kehdi Mitsubishi 11880 SW Pacific Highway Tigard, OR 97223 RBA Job No. 22 4585 CALCULATIONS FOR: MIT-CL-PRE-OWNED-12 Designed in accordance with: 2018 International Building Code ASCE 7-16 115 mph wind velocity . p PROFF A.pip.leo 5 7 *6/01/2022 OREG0 fa,O 2 c``�fo 0, t,,O 4At4z EXPIRES:06/30/24 FABRICATOR Architectural Graphics, Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER RBA Structural Engineering, LLC 1 Vantage Way, Suite B-400 Nashville, Tennessee 37228 , , Project Roger Kehdi Sheet No. 1 of 4 Model Channel Letters-Pre-Owned loo neA ur Job No. 224585 By BWP <u ..o_ ., . .��. , ,. Date 5/9/22 CHANNEL LETTERS 2018 International Building Code Wind Provisions of ASCE 7-16 .10"t ri 60mm '1 3mm Ma O . 40:0 I 0 IM IIIi)d NI c Iv /I\ w O0I"DRAIN HOLE WITH ANGLE CO A.R. Dead Load: Face: wf= 1.42 psf (.25"Acrylic) Returns: wr- 0.58 psf (.040"Aluminum Returns) Backer: wb= 0.96 psf (3mm ACM Backer) Misc: wm= 2.00 psf Wind Load: Service: p,„,,Asp= 23.74 psf Ultimate: (See Sheet 2) PW,uLr= 39.57 psf Project Roger Kehdi ( Sheet No. 2 of 4 Model Channel Letters-Pre-Owned Job No. 224585 RBA STRUCTURAL ENOY16ERIN0,LLC By BWP . Date 5/9/2022 CODES: Wind Loads per provisions of ASCE 7-16,Chapter 30 SIGN DIMENSIONS: OAH of Sign, z= 30 ft. Length, B= 5.02 ft. Height, s= 1.00 ft. OAH of Building, h = 30 ft. Depth = 0.21 ft. As;g„= 3.3 ft2 Ground Elevation,zd= 0 ft. WIND LOADS: (For Effective Wind Area <_ 10 ft2) Exposure Category= C Risk Category= II qn= 0.00256 * K,* K,t* Kd*V2 Velocity Pressure,ASCE 7-16,Section 26.10.2 K,= 0.98 Velocity Pressure Exposure Coefficient @ z,ASCE 7-16,Table 26.10-1 Kh= 0.98 Velocity Pressure Exposure Coefficient @ h,ASCE 7-16,Table 26.10-1 Ka= 1.0 Topographic Factor,ASCE 7-16,Section 26.8.2 Kd= 0.85 Wind Directionality Factor,ASCE 7-16,Table 26.6-1 K,= 1.00 Ground Elevation Factor,ASCE 7-16,Table 26.9-1 V= 115 Basic Wind Speed, mph,ASCE 7-16, Figure 26.5-1B q,= 28.27 lb/ft2 qh= 28.27 lb/ft2 p= qh * [(GCp)- (GCpi)] Design Wind Loads,ASCE 7-16,Section 30.3.2 GCP = 1.00 Positive External Pressure Coefficient, ASCE 7-16, Figure 30.3-1 GCP_= -1.40 Negative External Pressure Coefficient,ASCE 7-16, Figure 30.3-1 GCp,= 0.0 Internal Pressure Coefficient,ASCE 7-16,Section 29.3.2 p+= 28.27 lb/ft2 p-= -39.57 lb/ft' hmax= 39.57 lb/ft2 LRFD Loading: Use wind pressure= 39.57 lb/ft2 for 1.0*W from ASCE 7-16,Section 2.3.1 ASD Loading: Use wind pressure= 23.74 lb/ft2 for 0.6*W from ASCE 7-16,Section 2.4.1 , . Project Roger Kehdi Sheet No. 3 of 4 Model Channel Letters-Pre-Owned �� Job No. 224585 RSA STRUCTURAL EMOINEERIN13,LLC By BWP ...in..., n.^^a,....,,.,"'''.'',.. .,,, Date 5/9/21 Letter Properties: Total Length: 5.02 ft (Length of Entire Letterset) Total Height: i.0 ft (Height of Entire Letterset) Return Depth: 2.4 in (Face-to-Backer Depth) Typical Letter Stroke: 2.9 in (Stroke Width of Largest Letters) Distance to Connection: 0 in (Approx.Connection Distance from Backer to Anchorage) Letter Sizes: (Areas/perimeters determined by computer analysis) Area Total Dead Total Wind #of Vert.Anchor Shear per Tension per Letter: a Per.(in): (in ): Load(Ib): Load(Ib): Anchors: Spacing: Anchor(Ib): Anchor(Ib): P 75 40 2.7 12.4 2 9.1 1.3 6.7 r 35 32 1.4 5.8 2 6.6 0.7 3.2 e 60 42 2.2 9.9 2 6.6 1.1 5.5 Dash 18 19 0.7 3.0 2 6.6 0.4 1.7 0 85 38 2.9 14.0 2 6.6 1.5 7.8 w 86 73 3.3 14.2 2 6.6 1.7 7.1 n 61 50 2.3 10.1 2 6.6 1.2 5.6 d 77 43 2.8 12.7 2 6.6 1.4 7.1 Backer: Construction: 3mm ACM Mmaz= PL = 5.7 lb-in 4 P=Max Anchor Tension= 7.8 lb L=Typical Letter Stroke= 2.9 in tmin= I6 . Mmax = 0.018 in < 0.083 in O.K. ,JIf fy .b (Apparent Thickness) fy= 22000 psi b= 5.0 in (Based on 30°angle to returns) Returns: Construction: .040"3003 Aluminum(Unwelded) b/t=A.= 59.38 Mma%= wL2 = 0.4 lb-ft b=Return Depth= 2.4 in 8 t= Return Thickness= 0.040 in w=Half Face Wind Load= 2.87 plf L=Max Vert.Anchor Dist.= 1.00 ft Fb/0= 16.3-0.067-A = 12.32 ksi S= bh2 = 0.038 in3 6 M /f)= Fb = 0.46 k-in= 38.6 lb-ft > 0.4 lb-ft O.K. S Project Roger Kehdi Sheet No. 4 of 4 Model Channel Letters-Pre-Owned Job No. 224585 ASA STRUCTURAL ENS LLC By BWP CHECK LETTER ANCHORS: Anchor Loads: Tn,,x- Max Anchor Tension= 7.8 lb Vr = Max Anchor Shear= 1.5 lb 1/4" Hex Bolts and Rivet Nuts into ACM Tai =Allowable Tension= 163 lb > 7.8 lb O.K.. V,ii=Allowable Shear= 131 lb > 1.5 lb O.K.. 4 3 • r I 2I 1 RBA avae.o..I E.eb.•nas.PACREVISIONS • eM•een ZONE REV. EGR NUMBER REV CHANGE I DATE DRAFTER DESIGNED IN A 36300 INITIAL RELEASE 05/2912019 BLR • ACCORDANCE WITH _ 2018 INTERNATIONAL BUILDING CODE60mm---------- 3mm ASCE 746 al 1 II B s B FONT IS°MMC" III. -0 ___ _____— —9474 — __ -- I I j' / �•, ---, Th. c,--..) 0 ,rl , ry i.,4 D (CT) i ..____J r 1 .i, &7328 WHITE(LETTERS) I111\ 11 O OW'DRAINHOLE1j 1 WITH ANGLE A A.R. EOM TABLE:MIT-CL-PRE-OWNED-12 REM PART NUMBER DESCRIPTION I SEE FACE DRAWING FACE 2 60mm-BLACK ADAMS TECH RETURN 3 3mm ACM-WHITE BACKER 4 3mm ACM-WHITE SPACER SIZE/LOCATION-A.R. 5 .25'THK ACRYLIC-SEE COPY FOR COLOR A 6 SB-500-6 HEYCO_SNAP BUSHING --. -____- -- 91 --------- A I pROrt 7 94020A343 1/420 RIVET NUT �`1\� 1�1J� 8 92865A542 1/4-20 HEX BOLT-1"LO /L''� , 9 92364A146 46 PAN HEAD SCREW-3/8'1G �.t.• 5 e 7 �16/Ol/2022 F.aw.mrcww�..e. — _. - 16 MITSUBISHI MOTORS m OREGON ii; /If 1 ,,..n� ALAN TPV +. ,..,Typ CHANNELTTSMILETTERS AG esin.., MATT SMITH EXPIRES:06/30/24 vompesee mmwmbm I•ILLLMINATED 12'TRE-OWNED CHANNEL LETTERS vonoye IMI, I SCALE:1:12 MIT CL PREOWNED 12 C=\POI PCM\C'Owner,Mil.I.FLIIA5O]FMM:LlSCHAn2EL LfTIEi3\MR LL PRE OWNED I. I 3 2 1 SHEET 1 OF 2 4 I 3 I 2 I REVISIONS . ZONE RFV. ECR NUMBER REV CHANGE DATE DRAFTER • A 36300 INIIIAL RELEASE 05/29/2019 BLR • 1)UNLESS OTHERWISE SEEMED,NI layouts ere tor a single face sign or a single set of letters and the depth of the application considered for the*out SE Schee. 2)LED module placement is approximete.Asilighta recomonanda the ash ranracecrer wetly One LED slammed and quantity to wawa even itheninelinn and brightness experations are achieved. a)Eellmatone are based off the scanty of at work end Intainatich provided by the caraurar,thie Includes:font awls.letter wont depth,NW ratoriaL and NW Heusi Insinsolions Misen2 inferresthw may cause delays In the delivery of estimates,as wee as effect plaided seesaw accurate seesaw,end Ealshrses. 4)For innalletoninOVOL(1118 of ApitIont0 LED waters paw naer to ww*AgaighLocm under the TOOLS&DOWNLOADS seam a contact an AgeS2110 Staid.Sales Repreeentalive at+1.888482.0202 B B ...• . . . .... •-1 „./ . . . \---71 I- ' ] -I • I — 6 4 6 2 7 9 6 6 7 Illotes: Layout based off a 60rnm depth from face. Modules spaced on latimm centers. 27 feet LS-U450-65K-B150-A-53 Modules 1-P512-60W5L-100-277V A 12"Pre-owned ..1 AGILIGHT A i LED LAYOUT Face Lit 1074 Arlan Cinall Bait,110,Elan Antonio,TX 78218 1.0../c.f.... bioiA, June 13,2019 I DV PH:+1(88E8 482-0202-Fax:el(210)380-1484 MITSUBISHI MOTORS varwsllell/phLadin ..„.....„,,,,,,,„ Nes New CHANNEL LETTERS wow.. MATT SMITH Wind:weed ....,..,... tem..: ILLUMINATED 12 RRE-o\,,,NED'CHANNEL LETTERS ----- .- wages 120V SCALE:1:12 MIT-CL-PRE-OWNED-12 I C'NAG]PCNI.,::ollon.,M1Irl.hilhASION,A1.111,,,CNA,et LETTERSWIT.C1.-PRe.OWNE(1-.12 I 3 1 2 1 SHEET 2 OF 2 I • V Roger Kehdi Mitsubishi 11880 SW Pacific Highway Tigard, OR 97223 RBA Job No. 22 4585 CALCULATIONS FOR: MIT-CL-SERVICE-12 Designed in accordance with: 2018 International Building Code ASCE 7-16 115 mph wind velocity PROFF er 5'7 +6/01/2022 OREGON "Pl•',o7. 0 ���a� EXPIRES:06/30/24 FABRICATOR Architectural Graphics. Inc. 2655 International Parkway Virginia Beach, Virginia 23452 DESIGN ENGINEER RBA Structural Engineering, LLC 1 Vantage Way, Suite B-400 Nashville, Tennessee 37228 ,, Project Roger Kehdi Sheet No. 1 of 4 Model Channel Letters-Service RBA STRUCTURAL C Job No. 224585 By BWP �" "" ' e" ' " "m' "'u" Date 5/9/22 CHANNEL LETTERS 2018 International Building Code Wind Provisions of ASCE 7-16 0.10' 23A, r X6 I r p o 0 IiIo ° I 11. o \fill 111101 I INI ".. --lh ik oil - 0%"DRAINHOLE O w/ANGLE Dead Load: Face: wf= 1.42 psf (.25"Acrylic) Returns: wr= 0.58 psf (.040"Aluminum Returns) Backer: wb= 0.96 psf (3mm ACM Backer) Misc: w,„= 2.00 psf Wind Load: Service: pw,ASD= 23.74 psf (See Sheet 2) Ultimate: pw,uLT= 39.57 psf , ,. Project Roger Kehdi Sheet No. 2 of 4 Model Channel Letters-Service Job No. 224585 ir-L, RBA STRUCTURAL ENOINEERINO,LLC By BWP d AAA Date 5/9/2022 CODES: Wind Loads per provisions of ASCE 7-16,Chapter 30 SIGN DIMENSIONS: OAH of Sign,z= 30 ft. Length, B= 5.02 ft. Height,s= 1.00 ft. OAH of Building,h= 30 ft. Depth = 0.21 ft. A,,an= 2.4 ft2 Ground Elevation,zg= 0 ft. WIND LOADS: (For Effective Wind Area<_10 ftz) Exposure Category= C Risk Category= II qn= 0.00256 * K,* K, * Kd*V2 Velocity Pressure,ASCE 7-16,Section 26.10.2 K,= 0.98 Velocity Pressure Exposure Coefficient @ z,ASCE 7-16,Table 26.10-1 Kh= 0.98 Velocity Pressure Exposure Coefficient @ h,ASCE 7-16,Table 26.10-1 Kit= 1.0 Topographic Factor,ASCE 7-16,Section 26.8.2 Kd= 0.85 Wind Directionality Factor,ASCE 7-16,Table 26.6-1 Ke= 1.00 Ground Elevation Factor,ASCE 7-16,Table 26.9-1 V= 115 Basic Wind Speed, mph,ASCE 7-16, Figure 26.5-1B q,= 28.27 lb/ft2 qn= 28.27 lb/ft2 p= qh * [(GCp)-(GCpi)] Design Wind Loads,ASCE 7-16,Section 30.3.2 GCp,= 1.00 Positive External Pressure Coefficient,ASCE 7-16, Figure 30.3-1 GCp.= -1.40 Negative External Pressure Coefficient,ASCE 7-16, Figure 30.3-1 GCe,= 0.0 Internal Pressure Coefficient,ASCE 7-16,Section 29.3.2 p+= 28.27 lb/ft2 p-= -39.57 lb/ft2 Pmax= 39.57 lb/ft2 LRFD Loading: Use wind pressure= 39.57 Ib/ftz for 1.0*W from ASCE 7-16,Section 2.3.1 ASD Loading: Use wind pressure= 23.74 lb/ft2 for 0.6*W from ASCE 7-16, Section 2.4.1 ,/ Project Roger Kehdi Sheet No. 3 of 4 Model Channel Letters-Service �3 RBA STRUCTURAL la,uur Job No. 224585 ByBWP A'..°m°...,,,.,."°"°m'°°° °_' °°°.',.,. Date 5/9/21 Letter Properties: Total Length: 5.02 ft (Length of Entire Letterset) Total Height: 1.00 ft (Height of Entire Letterset) Return Depth: 2.4 in (Face-to-Backer Depth) Typical Letter Stroke: 2.9 in (Stroke Width of Largest Letters) Distance to Connection: 0 in (Approx.Connection Distance from Backer to Anchorage) Letter Sizes: (Areas/perimeters determined by computer analysis) Area Per. Total Dead Total Wind #of Vert.Anchor Shear per Tension per Letter: (in2): (in): Load(Ib): Load(lb): Anchors: Spacing: Anchor(Ib): Anchor(lb): 5 68 56 2.6 11.2 2 9.1 1.3 6.1 e 60 50 2.3 9.9 2 6.6 1.2 5.5 r 34 32 1.3 5.6 2 6.6 0.7 3.1 v 49 42 1.9 8.1 2 6.6 0.9 4.5 i 26 24 1.0 4.3 2 6.6 0.5 2.4 i dot 7 11 0.3 1.2 2 N/A 0.2 0.6 c 46 39 1.8 7.6 2 6.6 0.9 4.3 Backer: Construction: 3mm ACM Mmax= PL = 4.4 lb-in 4 P=Max Anchor Tension= 6.1 lb L=Typical Letter Stroke= 2.9 in train= I6 'Mmax = 0.015 in < 0.083 in O.K. �ji fY •b (Apparent Thickness) fy= 22000 psi b= 5.0 in (Based on 30°angle to returns) Returns: Construction: .040"3003 Aluminum(Unwelded) b/t=A= 59.38 Mn., ,,= wL2 = 0.4 lb-ft b=Return Depth= 2.4 in 8 t= Return Thickness= 0.040 in w= Half Face Wind Load = 2.87 plf L=Max Vert.Anchor Dist.= 1.00 ft Fb/O= 16.3 -0.067• R = 12.32 ksi S= NI' = 0.038 in3 6 Mn/O= Fb S = 0.46 k-in= 38.6 lb-ft > 0.4 lb-ft O.K. •J? Project Roger Kehdi Sheet No. 4 of 4 Model Channel Letters-Service 66nee ars�cnaw u� Job No. 224585 By BWP .. _. Date 05/09/21 CHECK LETTER ANCHORS: Anchor Loads: T,,,a„= Max Anchor Tension= 6.1 lb Vma„=Max Anchor Shear- 1.3 lb 1/4" Hex Bolts and Rivet Nuts into ACM Tani=Allowable Tension= 163 lb > 6.1 lb O.K.. Vail=Allowable Shear- 131 lb > 1.3 lb O.K. 4 3 I I BR , 2 1 RBA Structural Engineering,LLC REVISIONS NOTES: Engineers ZONE ECR NUMBER REV CHANGE REV DATE REV DRAFTER DESIGNED IN ACCORDANCE __ear whe BO '♦ 1. FONT IS"MMC-BOLD" W NeM I6 TM fPJA 36124 POSITIONED BACKER PLATE IN CORRECT POSITION 0)14/2019 BR • DES 2. ACRYUC-WHITE 117328 WITH C 49491 UP • DATED FORMAT 8/23/2021 PE 3. R1/16"ON ALL CORNERS 2018 INTERNATIONAL BUILDING CODE ASCE 7.16Mile „• N. 1 . .':7.1MEI.,, 4 'B CS (2 (i ) 0 B I. ..0, 7 Ili---,,---- , hP wI''III, , (7, ______ is 0.11 0Y4"DRAINHOLE w/ANGLE 9 BOM TABLE:MIT-CL-SERVICE-12 ITEM PART NUMBER DESCRIPTION I SEE FACE DRAWING FACE 2 60mm-BLACK ADAMS TECH RETURN 3 3mm ACM-WHITE BACKER ____ 4 .1875 ALUM.PLATE SPACER SIZE/LOCATION-A.R. S .25"THK ACRYLIC-SEE COPY FOR COLOR A 6 SB-500-6 HEYCO SNAP BUSHING A 7 94020A343 1/4-20 RIVET NUT t PROF-; B 92865A542 1/4-20 HEX BOLT-I"LG 1 .ri,J, 9 92364A146 #6 PAN HEAD SCREW-3/81G r ,+,J-�A,, r,.va./C.mm . 11;41 5'71, .6/01/2022 MITSUBISHI MOTORS 6111 ea OREGON 1.....1- Jq C spnry,.: CHANNEL LETTERS AG -4(q N TNOP Er..me.,. MAR SMITH wham,!.._ EXPIRES:06/30/24 m.mmmgn: ILLUMINATED 12 SERVICE CHANNEL LETTERS ven,o.: 120V SCALE:1:6 MIT-CL-SERVICE-12 C'.\AG FDM\Cu[bmws\IA,,u II5FASIGN mmiN,CHANNfi f LITLNS\Mr.G,Sf:IRNCE-14 3 2 1 SHEET 1 OE 4 3 2 1 . ' L . _.. ... REVISIONS • ZONE REV.ECR NUMBER REV CHANGE REV DATE REV DRA°TER r B 36124 POSITIONED BACKER PLATE IN CORRECT POSRION 10/14/2019 BR . `'�,,,_ C 49491 UPDATED KORMAi 6/23/2021 PE —_ \V/ _.`/ --WEATHER-PROOF J-BOX . B 111111 --1 1 , O 1 B C 0., ( 1/2"LIOUIDTITE CONDUIT C_ 2"x 3/16"SPACER 1 yr/1/4"HARDWARE AS REO'D MOUNTED TO INTERIOR WALL�-EL,,R 6 j --- U.L.LISTED DISCONNECT SWITCH C O 1 ��= POWER SUPPLY ENCLOSURE CI O C"----........--7 'F'K MOUNTED TO VERTICAL WALL. :.-s:- ...N. I,:C i 12"ABOVE ROOF �k L:,, _ —POWER IN 0 0 l ° -- 0Nts .. ,,NAL I i 1 A ' A ` / n.etom/Cwwmer 16 MITSUBISHI MOTORS POWER SUPPLY/DISCONNECT Ioo.AmieNerIop.w,: sgnryR.. 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Modules spaced on 106rnm centers 18 feet LS-L1450-65K-8150-A-35 Modules .. ...._ _ 1-P512-60WSL-100-277V A 12"Service A G I L I G H T' A Face Lit 1074 Arlon Clyde Suit 116,San Ankoo,TX 76216 rmmam/Ceennr.. June 13,2019 IDV 666J PH:.1( 482-0 N 203-FOX t2101760.1154 MITSUBISHI MOTORS aura.1 COW)aan Immweae.mn aaet,. CHANNELATTLETTERS /� f LED LAYOUT lone..= SMITHMAT /(��� WNd,p.d: Iwmemron. ILLUMINATED 12 SERVICE CHANNEL LETTERS Role.: 120V SCALE:1:8 MIT-CL-SERVICE-12 cuoi roanay,e,m.,AM;iarr,m,SIGN'AErC1,u«eI.LElreRS\MB-C.SERVICE-12 3 2 1 SHEET 3 OF 3