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Plans Installation Address: D40004 74..73713336`"° r III Architectural .>,,,.,,„V,:�: /,/C(Vr, Graphics 11665 SW Pacific Hwy Wind�a / Incorporated u404073asmwmtsorse lye mo. Tigard,OR 97223 2'-z 1/4” z'-2 1/4" N+ JOwp.wr®x 45 nn114060 x655 international Parkway 1040,44000140131 O.Box 0175 Virginia Beach,VA 23450 eN.114006 tris 3:414 (757)42740001.1 2"X 2"X1/8"STEEL TUBE w5.c-Ea. . �'`" WELDED TO STEEL UPRIGHT cdm 1 047 Project Title Stow Loads KEY BANK 07444 3000 loaf Ta- 1640 Sn FAAIO,UC'A - - Sign Type 1 , . 40660 Fac,- P-25 QA's Cc.xs--t s.®c a-xn Drawing type • STEEL STRUCTURE it z 3"X 3"X 3/16"STEEL to g TUBE UPRIGHT Date 12.90.11 v AGI EoR JLM Lead Drafter MZC Drawn By DLR Project Mgr.M.MEYER General Sign Specifications ❑Interior •Exterior ❑Single Faced •Double Faced • u5 ❑Nor-Illuminated -----a \�-------= MATCH PLATES ATTACHED = ■Illuminated.120 Volts AmpyH-) N W/1/2"-13 HEX.HEAD BOLTS W/HEX.NUT WELDED TO TOP a\ T. T, ❑277 Volts Ampsle/-) \ MATCH PLATE ❑ Ampsjo/-I •WL Listed ❑Non WL Listed Location Windload 90 MPH IBC 2009 Area_Sig.Ft. WeightLbs. Drawing Revisions Drawn By Date Change A OLIN 09.17.15 HD SHIP STAND A MVD 04.26.16 MARK UPS 4"X4"X1/4"5TEEL A HWBJ 05.18.16 PAINT CHANGE A KKJ 06.03.16 VINYL SPEC TUBE URIGHT 1/4 S AOLM 07.18.16 CLADDING STAND ... A �v�aER PROit A \, \y ..NGINFF4 ...,'0, t m � 92100PE �9< A A i `,I 11/2"X11/2'xvB"XII"LONG f A ...... 3 1 STEEL ANGLE ATTACHED TO TUBE - / UPRIGHT W/1/4"SELF-TAPPING 9s,9OREGON O.�'\ o:mil� "I :"°'�"":' :N°;; submitted UMW a i 5CREW v�R�1'!15 O(`)- nels..M forbidden. dams*MUF1� " " „am.. li. .dU�.EXPIRES: 12/31/18 ;:ra7.eror 10 eft Pere. l I... a„ .”"dew'be \ lam*In other 6 TMIIRDOC i� .... ' Approved By ...... .�........ \ ... 2tWELLIll 017 u Date Approved HJIYELLNJ6TT ier31.70421 Code type , L;- KentatM0 11166 C ..v... .�xxwnnv�.v'. Via.MISAO L PE Job Number m I \ FRONT ELEVATION ( 2 \ SIDE VIEW P3 6V14 P-25.2/ `P-25.2 J PH:1818266 Sheet Number P-25.2 • Installation Address: \SII Architectural 11665 SW Pacific Hwy �i/�(`J., Graphics Ti and OR 97223 1/2"-13 HEX.NUT WELDED Incorporated Tigard, aSF MI 26ss P.C.BOO9175 Parkway N. - TO TOP OF PLATE Virginia Beach, 23450 \l (757)427-1900 / / B. Project Title I" 3" 3" KEY BANK IOF THRU HOLE it OF DRAIN HOLE CE OF THRU HOLE I. Sign Type P-25 c ___ 5/8"3 THRU HOLE TO __ \ � 5/8"H THRU HOLE TO Drawing Type ' -., ACCOMMODATE 1/2"H BOLT •� • ACCOMMODATE i/2"H BOLT PLATE DETAILS ,il" snfi^V ID'"" I Date 12.30.11 0 0 \\\\ p61 EON JLM _ � 1 1/2"H THRU HOLE FOR 1 1/2"H THRU HOLE FOR Lead Draper MZC WATER DRAINAGE ® WATER DRAINAGE !, STEEL TUBE UPRIGHT Prawn BY DLR STEEL TUBE WELDED TO Project Mgr.M.MEYER WELDED TO PLATE PLATE General Sign Specifications o •• •' 1/2"STEEL PLATE I • • 1/2"STEEL PLATE El Interior .Exterior ❑Single Faced .Double Faced ❑Non-Illuminated Cnt MATCH PLATE(TOP) 2 MATCH PLATE(BOTTOM) ■Illuminated P-25.3 J 1/4"=1" l P-25.3 J 114"=1" U 120 Volts amps(./-) ❑277 Volts Amps(./-) ❑ Amps(./-) •WI.Listed ❑Non WI.Listed Location 11 3/4" Windload 90 MPH IBC 2009 / / Area_Sq.Ft. Weight_Lbs. )1/B"Y 4 3/4" Y 4 3/4" i 1/8'/ Drawing Revisions (EDF/HMI HOLE ¢ Drawn By Date Change OF GRAIN HOLE OLM 09.17.15 HD SHIP STAND I MVD 04.26.16 MARK UPS HWBJ 05.16.16 PAINT CHANGE 13/16"H THRU HOLE 10 KKJ 06.03.16 VINYL SPEC -t.'----- • .I. • ACCOMMODATE 518"0 GLM 07.16.16 aADDWG STAND i! THREADED ROE ,1,1r `,yse PROFFS,S �� 0NGINfF9 ipy9 s 1 1/2"3 THRU HOLE FOR 92100PE r' R v® WATER DRAINAGE A STEEL TUBE UPRIGHT 'fr OREGON ,,� WELDED TO PLATE v9�C1115 20`Z' „°"' broa same RF MUROS M▪e : b• .: pramM.docuntwl�. eti \ 9r JP.W.YH12.2..EV.<. 3/4"STEEL PLATE x-s'.sasmx-.s '12/39/78r or to any peroon ir°....`...for i..content.rewaled M any eto waw'e. yGj„� a EXPIRES: I.."..u.. ,. lewse.wlmdsorae 11a mPh MURDOC -«y----- • • 1..54,6.s 93.2.0h NC 'E2IN Mvroyeaey Rht C. t3ia<aea5 taxes? ]HONypI06iNDt Date Approved et'!',mote rap. h 2 HOWELL.N.I 003 by Jtsso'rsre CCode Type C 3 BASE PLATE L.P17o. 0.° Y9)9-70821-- lF. "3O�OYi 11166 I C °� -9 000101PE 0-25.3 1/4"=1" Sm.Loads Job Number G'oweSooeta.5 .e 100.1 .-PELx-e22100PE s+cw Maa.w0.F.u10 0« 21310019 5.110.tn.l 00E e I o by 1PH:1616266 8.nm3z..ner, t?- 1 a Sheet Number 000m.4>" "�"u,...." P-25.3 ` o..;yeee °pCh"'t'Q6'Em'e, SII Architectural Installation Address: ,"...... 3.. /,^(VEE 11665 SW Pacific f wy 5' 9' NOTES: wlaa toads Graphics . , - -- --- --� Incorporated , Tigard,OR 97223 FACE PANEL I.)PAINT INTERIOR waaae°egon•MiSnea3 1°0',a.µ,.. 2655 International Pa'kway 5'-7 1/4" xaava,O N•44Y 441144el e5.2 mm,/F BO.Box 9105 GLOSS WHITE An*Cm Virginia.Box VA 23650 / CHANNEL FRAME / - i3�Yr.aeRLaR '1 (/57)421-1600 • elw,^£eMwaH V-6 1/4" 5 1/2" 5 1/2" 1'-6 1/4" 1'-3" vveamr .o4, Project Title ----- OF STRAPS - -� Snow Loads KEY BANK Gacw.N5..ea'4aa! til Pa ,S,N i9raaaxe Famsr (. 1:0 Sign Type �� gum*Facia, c1= 1J P-25 .090"%3"WIDE BRAKE FORMED saxavmae0.rmerM.000 Rar> Drawing type ALUM.STRAPS WELDED TO ALUM. ALUM.STRUCTURE CHANNEL FRAME Date 12.30.11 AGI EoR JLM N iOUTLINE OF STEEL TUBE UPRIGHT ',, Lead Drafter MZC Drawn By DLR Project Mgr.M.MEYER Q 'w i.,....Lu - 0 General Sign Specifications W U ® ❑Interior Exterior O g u B;I ❑Single Faced Double Faced ❑Hon-Illuminated 4 13/16"ALUM.AGI CHANNEL FRAME Illuminated •120 Volts Ampsl./-) ❑277 Volts AmPsly/-) • • ❑ Ampsla/-) 2"X 2"%1/8"ALUM.ANGLES WELDED •U/L Listed 0 Non U/L Listed TO INSIDE OF ALUM.CHANNEL FRAME Location 1 . (FLUSH W/3"WIDE NOTCH IN FRAME) Windload 90 MPH IBC 2009 &FASTENED TO STEEL TUBE UPRIGHT W/(2)1/4"SELF-TAPPING SCREWS Area_Sq.Ft. Weight_Lbs. tat J " Drawing Revisions Drawn By Date Change GLM 09.17.15 HO SNIP STAND MVD 04.20.16 MARK UPS w.. .......,n,. AHWBJ 0.5.18.16 PAINT CHANGE AKKJ 0003.16 VINYL SPEC i AGLM 07.18.16 CLA00INSSTARS I A # EMI PED PROFt ���NGINFE�'�i0y A F.- ® rr�x 921OOPE �r A 1 T .090"ALUM.BAFFLE 4i OREGON 1'' ='m.A".'.'."r _ __ MU,:1 R pa EX�R9FH($ �15'6%)'15'6%)' nPw..nmo�.i�.xa� _];;] wam...w • a wm rw.,..ww = p^ ww --c.x..a .,w°;° '°"°:'"LL a't L.:e.125"BRAKE FORMED MURD2O/3C1H8ALUM.CLADDING . AP BY BY 2 4'31.1.44590Z0C Date Approved HOWELL NJ01 :. 19I3j-PS.325.'. Code type C I \ FRONT ELEVATION ( 2 1 SIPE VIEW ;- 4 0202014 11166 C J ` / M,SK o, PE . 'Eng..ser Jab Number •-PE Le..fVU102PE ES IUTI'704 PH:1818266 Sheet Number P-25.4 Installation Address: Architectural NOTES: // VII G orporated 11665 SW Pacific Hwy 1.)PAINT INTERIOR GLOSS WHITE Tigardt OR 97223 2.)APPLY CONTINUOUS BEAD OF OPAQUE WHITE 20551mernatienal Parkway P.O.Box 8175 CALK TO ALL INTERIOR WELDS Virginia Beach,VA 23450 (757)427-1900 3.)NEOPRENE STRIP @ ALL CLOSURE SERVICES .090'BRAKE FORMED ALUM. TO PREVENT LIGHT LEAK 11/2"(OPEN)5.5.PIANO HINGE POP-RIVETED Project Title RETURN WELDED TO ALUM. TO HINGED RETURN&MECHANICALLY FASTENED FACE PANEL&MECHANICALLY TO FIXED ALUM.RETURNS W/#10 5.5.P.H. KEY BANK / FASTENED TO CHANNEL FRAME / SHEET METAL SCREW @ G"O.L. • HINGED FACE PANEL I W/#10 C.S.SHEET METAL -3M VHS TAPE APPLIED TO PIANO HINGE Sign type I SCREWS BEFORE FASTENING P-25 I I / •1 ALUM.RETURN li I _ Drawing Type i ^==—^�'<��"° SECTION " "'"'"'®®"."'"""'"'"' _"`""' g ���� 4 13/16 AGI ALUM.CHANNEL g - j I d ^I — gj I FRAME Date 12.30.11 / I '9 I 0ee*Phtlet(iolei 00.Edition __„ € i I Owe*Pe ass(zsfe R / WitW LoadsI 1 p I HORIZONTAL STEEL TUBE AGI EoR JLM WM..a Negri Wiwi Sarni 110 mobICI Lead Drafter MZC Nominal Design Wind Sawa 85.2 mot. l Drawn By DLR , +aeM cat. Ig 3ar vrax aum MPH.) BRAKE FORMED ALUM.STRAPS Project Mgr.M.MEYER What imt>ortaMe Fader k iI WELDED TO ALUM.CHANNEL Wind Examen \ / General Sign Specifications ` 031110 , nsS ❑Interior Exterior snow Lbads ❑Single Faced II Double Faced ' Ground snow Lead vg. I0 ad —__ ❑ wExpoaure Pastor (e- 1.0 /' ` ❑Non-Illuminated .oad'mecrzsnre 1F t t .125"ALUM.FACE PANELIII Illuminated Thermal Factor Ck 1.0 III �dee'�pmo�nanm"L,nu ran Mj fl 120 Volts Ampsls/-) eeekma PmWiwr ne.asci Sao - 1/4"-20 ALUM.STUD SHOT WELDED 277 Volts _Amps(s/-) i ❑ TO ALUM.FACE PANEL ❑ —AmpH./-) �I •U/l.Listed ❑Non U/L Listed .4 I .117'#2447'WHITE'ACRYLIC Location {t\ � BACKER STUD MOUNTED TO Windload 90 MPH IBC 2009 \ .090"ALUM.REINFORCEMENT ALUM/FACE PANEL Area_So.Ft. Weight_Lbs. I PLATES WELDED TO ALUM.FACE I Drawing Revisions PANEL S CORNERS Drawn By Date Change __ ___ nn GLM 09.1 7.15 HD SHIP STAND I 1/2"X 1 1/2"X 1/B"ALUM.PROP GLI MVD 04.26.16 MARK UPS ROD MOUNT WELDED TO ALUM. NWBJ 05.18.16 PAINT CHANGE KKJ 06.03.16 VINYL SPEC CHANNEL FRAME(FLUSH W/TOP GLM 07.18.16 05050160 sTa6p OF ALUM.CHANNEL) AED PROFFS ——— STEEL UPRIGHTA ENGINE SiOy —r �� ALUM.ANGLE WELDED Cd t /.�7�77 y GAP IN ALUM.CHANNEL FRAME A I 92100PE r" .090 BRAKE FORMED ALUM. taN RETURN MECHANICALLY FASTENED m3/4'8 ALUM.ANGLE PROP A TO CHANNEL FRAME n> C 1 I ROD ATTACHED TO MOUNTING C PLATE W/1/4 20 HEX HEAD �i OREGON .�� _ / -NO(CHED TO ACCOMMODATE Q I v�'SCH 1 5 Z9G�, _ STEEL UPRIGHT I BOLT W/WASHER&HEX NUT I :: I e $ «r,pea�""`,..`.",'a...rip. krZ RF �O [ .t �a' wki "°"�." MUS 'Mail ALUM.AGI CHANNEL FRAME „,e not t= 12/31/18 \ w. n. / .., = �__ .. corny contents r.mexcept tor the00c any manner or to env person OE ich it was tendered,per EXPIRES: '-ocean."Ws dee.be Incorporated,features r MURDOC ALUM.RETURN Nr L;,oL .. - . ��1 I Approved By ii 2 HUMMINGBIRD C ` Date Approved HOWELL.NJ 0775 ` y #B H.H.TEK SCREWS I 1977'2x831 #1001 1/2"SHEET METAL SCREW coca Type _ Oc .• erJ6'm1e 1 1 SECTION VIEW (TO SECURE HINGED CABINET) 11166 C 4twtlo=b,PE P-25.5 J 1/8"=1" Enginscr 2 BLOW-UP DETAILS Job Number mN r-PE..02100PE B.12:91:2018 (P-25.5)3/5"=1" PN: 1818266 Sheet Number P-25.5 Installation Address: MI Architectural ' 11665 SW Pacific Hwy �I\I IGraphics Tigard,OR 97223 ALUM,REINFORCEMENT PLATES WELDED 0655International n o,,o6 Irporated 9 f -, -, ,. arintay ., TO ALUM,FACE PANELS pO.er Boa al P 175 Virginia Beach,VA 23450 (/57)42]-1900 Project Title © KEY BANK I _ 1 Sign Type P-25 Drawing]ype ,125"BRAKE FORMED ALUM. CABINET SECTION --- CLADDING Date 12.90.11 ( 1 \ UPPER CABINET SECTION AGI EOR JLM P-25.6 J 1/8"=1" Lead Drafter MZC Drawn By DLR Project Mgr.M.MEYER General Sign Specifications ❑Interior •Exterior -_....._,,...._.___� ��---_,,._.._._\\\\N "�' 11/2"X11/2'NOTCH IN BAFFLE 0 Single Faced Double Faced Sin 1 ❑AIon-Illuminated M i. i .Illuminated a ' \41/4\\\\\\, .090"ALUM.REMOVABLE BAFFLE ❑ E \:':i,\\% \ 7:1 •120 Volta Amps(./-) 0 277 Volts In U/L Listed ❑Non U/L Listed 'k� �J arks,\ 11 ji ® Location O LL i Windlaad 90 MPH IBC 2009 R < - v \\\, ,090"ALUM,FIXED BAFFLE Area_Sq,FL Weight_Lbs- 10 w � ATTACHED TO STEEL ANGLE LL \\ss\\\s\\\ Igg, W/#10 SELF DRILLING SCREWS Drawing Revisions �,� �`� Drown By Date Change \ . ,.. .125"BRAKE FORMED ALUM, Dr GLM Date HD SHIP STAND CLADDING AMVD 04.26.16 MARKUPS A HWBJ 05.18.16 PAINT CHANGE 2 \ PYLON SECTION AKKJ 06.03.18 VINYL SPEC P-25.6 J 3/16"=1" ,k GLM 07.18.16 0u00150 STAND 7/8" itt rt0 PROFF BRAKE FORMED ALUM.FACE ��\���NGIEF9 1,9L / PANEL MECHANICALLY �� \� ALUM.CLADDING 92100PE 7t. l FASTENED 70 ALUM.CHANNEL �� FRAME ta #10 S.S.C.S.SELF-TAPPING ALUM.CHANNEL FRAME +x .,`!. SCREWS ATTACHED TO X99 FEGONa,�'s na:.Nav -gar N'e.i 4° ro..�nn. IREMOVABLE CLADDING(N 14"O.C. Illal �1isa�d�r lx m�z 1n 4di4� moo dU1111111111111111111111111 #8 P.H.SHEET METAL SCREW I .090"ALUM.DOUBLER ATTACHED oee.ed m 12/31/18 InCPMP-� �°w�n'a"'°"' EXPIRES: •• �N - -b«..«w TO FIXED CLADDING W/406 LORD Wind Laads a.«oon.qIn.other.m..0 ADHESIVE W/ACCELERATOR tdr:n3boese dstc3l t'�-d' MURDOC \\ I NdnV»I Dzsim waN 34ea1 A2 loW EN cm.errsx APpr000d By BRAKE FORMED ALUM.FACE \; I 4Stoc 1,vr4da;+h I 3 WJ1H8Xli94RDL'" Date Approved \ PANEL(SERVICEABLE SIDE) '0, \\ wordtrooi. ce Fedor 1- 4 ELi-11.191 / :::;. / Word Feynvrs < 19>a 41.321' Code 'We \ 1 na; sf2N2D16 11166 I C Snow Loads +r4 A11sdodR PE Eagraew Job Number ( 3 J BLOW-UP DETAIL 447414 C 4 \ BLOW—UP DETAIL CoundSn tw.Ne ya- iaml E a4E 414 bbpe P-25.6 l P-28,6/ 3/4"=I" Snow Load y- t- 11 Z PH:181'tf266 Th..4rr. 10 Sheet Number PPneaa•n.114,014 r+x.wawcc.. P.AWM,4...7 to P-25.6 Installation Address: idII Architectural GraphicsW 11665 SPacific Hwy .090"BRAKE FORMED ALUM.ANGLE /�/`(VE� Incorporated Tigard,OR 9722310„ POP-RIVETED TO LIGHT BANK RACEWAY 2655 Intema0onal Parkway Y 7 AND ATTACHED TO UPRIGHT TUBE W P.D.Box 9175 OF LIMPSG. Virginia Bea[A,VA 23450- I/4"B.S.H.H.SELF-TAPPING TEK SCREW (/5II42]-1900 Project Title ����� . _ KEY BANK r \o 'f sign TTPe x. � P-25 T� \ AGI ALUM.LIGHT BANK RACEWAY < Drawing Type C - ELECTRICAL i , s�� "- - _- Date 12.30.11 AGI EoR JLM �$""\ Lead Drafter MZC Drawn By DLR Project MW. MEYER (6)F42TB-LL-DL FLUORESCENT LAMPS General Sign BpeciButione 4 (50,000 HOUR LIFE CYCLE)W/DRIP RINGS ❑Intanor ■ErtaHor 6 BASE TO PROTECT SOCKETS 0 Single Faced ■Double Faced ❑❑Non-Illuminated ■Illuminated -- - ,- :':::� EESB-1048-26L 120-277Y ELECTRONIC ■277 Volts -AmpalH-) BALLAST W/J-BOX ATTACHED 0 277 Volts Ampal./-1 0 AmpSIv/-1 I'i;l; ■OIL Listed ❑Non U/L Listed i` \ 0, D Md - PHOTO CELL SWITCH Location Windload 90 MFH IBC 2009 �O Area_Se.Ft Weight Lbs. 0, U.L.LISTED DISCONNECT Onwirq Revisions £; ' SWITCH Drawn By Date Change \\ ' GLM 09.1].15 HD SHIP STAND ` Oi.. ,MVD 04.26.16 MARKUPS AHWBJ 05.18.16 PAINT CHANCE 0 w U.L.LISTED J-BOX A KKJ 06.03.16 VINYL SPEC p'�, A OLM 07.18.16 CLADDING STAND ggg OSA A p kM1 r, �t4NGINEERsio2 44-'5 4;" !A A t '4' OREGON ,:\ =m,",'„"w AF MURDO recipient m. Int*no OM document Namur. W., mann that m..document min.a. manneror to any mon cont..revealed M atm 1/2"FLEXIBLE LIOUIDTIGHT CONDUIT n.W*e+*., :-•'9ta 12I31M8 °xs° I WHIP TO OWNER PROVIDED WimlLoads EXPIRES: AK.,.,,Aamom........ tl..a a M, POWER SUPPLY te",,'"'Ik' "H'M'I 'meA MURDOCf AA-SA Flt BY li<cctzaR6uxkMPlea1 2NWMMIHG&PAC Date Approvetl W"vd.r.7...Ka irar I. I HOWELL.w OM wM LNaiw§ C ITISjj,1a421: code I rya 551I/tttni '.e5 ! 4" "W"" 11166 I C Mews/EM.FE C 1 ELECTRICAL DETAIL roads 'r1.-Twangs. E Job Number P-25.7 1/B"=1" `Mp:on toad, i9, 14 of .-PE 3T201 100PE Scow Lrnexve sar.. CS= 1.9 E.gP 1291,2018 PH:1818266 tt..miixtm lt- t.T Sheet Number "w.»- P-25.7 Installation Address: ° �`�° SII Architectural 11665 SW Pacific Hwy 5'-s" WinddLoads'�` i/�'Qi Graphics • Tigard,OR 97223 1 1 011000 was ee0 11.eve z65slmwlncorponal rated M:esai Lw W.egni5eea-0 4S.Sm ay P.O.Box9175 weR C. Virginia Beach,VA 23450 • , 13- vaaY¢tRLLANR (757)42)-1900 �t0 , , 1 i c wsstsatta VES Project Title --- ,---, SnpwLoads KEY BANK _— - - GtiW S+avL $ 1"W StirD:ego.Fes- Cg. i.g. Sign Type -,'l P-25 I Throe*am,' a 1 '1" -- wh4w Ne,ego,. Drawing type FOUNDATION Date 12.30.11 -— —' AGI EOR JLM 0 Lead Drafter MZC in S Drawn By DLR Project Mgr.M.MEYER General Sign Specifications ❑Interior •Exterior 1 ❑Single Faced •Double Faced ❑Non-Illuminated . .e...... ..:�........� .. e,...&N N Illuminated ....__ .-... I.120 Vons Ampsjo/-1 ❑277 Vons Amps(9/4 ❑ Amps(./-) s •U/L Listed ❑Non U/L Listed GRADEa 7:k. Location�� W d 90 MPH IBC 2009 �� \ t Area SO.Ft- Weight Lbs. BACKFILL al er \.....:: \:::::::,,,, :: Drawing Revisions p HIGH STRENGTH Drawn By Date Change NON-SHRINK GROUT i GLM 09.17.15 HD SHIP STAND f `t .. "'\\\\ `sems " �S MVD 04.26.16 MARK UPS �W - l Y A HWBJ 05.19.16 I'MNT CHANGE 5/8"0 X 24"LONG STEEL ANCHOR ( ( KKJ 06.03.16 VINYL SPEC ZS/ BOLTS W/18"MIN.EMBEDMENT ..j 3' A WA 07.18.16 CLADDING STAND b P A O Rp ,t F P F S ` IN Si fi 5 f BOTTOM NUT&WASHER '.3 1 I �N FA y DEFORM THREADS TO ':i 9 PREVENT NUT BACKOFF '1 ' 92100PE f A A a A mow- d' #4 HORIZONTAL REBAR ON 6"CENTER [ 4. OREGON GON FOR TOP I2 AND 11"0.C.THEREAFTER -# 99 .(� AND(3)#4 VERTICAL REBAR -DO NOT WELD REBAR 1'' i9 MU �n =aw amu+-_ -3"MIN.CONCRETE COVER I' ° Aa o wVee° 1 12/31/18 ..„, v,�,^ iweava e. EXPIRES: ` MURDOC t 1 3000 051 CONCRETE FOUNDATION c.Aa' \ 23K100400RDO c Date Approved HOWELL NJ Oi Code be. a 3,30.321, , • 02a201111166 C �. 'W '• 'V roe,PE Job Number /// I/I // ! •-PE Le 2i*0PE ( I l VERTICAL FOUNDATION ( 2 1 SIDE VIEW �'IgalIGIS 0-25.8 J 3/4.=f-O" P11-25.8/3/4"o r-D" PN:1818266 Sheet Number P-25.8 a.......,0 :0B5; /!tom=ll Architectural Installation Address: 5._g. _ �/�'� Graphics 11665 SW Pacific Hwy X X `� Tigard,OR 97223 I ,�;n,,,e, ,w;,e TLu�y, Incorporated ,�� L,sSgn Yey 45 2 .�, 2655 International Parkway �- .......:...................................................................................................................................................... P.O.Box 9175 WA Cart it F , ,alz. sna usuHywgm aBeaon.VA 23450See Calcs on P 25.13 and General Notes on P-25.14. v.Fxter a USS inn. (751)427.1000 • w knTm'arta Fn I_ Engineers Note: lrycw r . KEY BAN K ;' -- Snow Loads ,.rnn,dvur tad N. 10 W - • .-". � Siwwfsfssure fact." Cnn 10 Sign Type Stx.taamr,00dxelmonna a 1;= 1.1 1.45 -- --- Siwemal Fame Cl. 14 -_ MAO.Nmsa,wan.0.5C40.10 Drawing Type FOUNDATION oDate 12.30.11 1.2 AGI EoR JLM 1 / / Lead Drafter M2C '- " Drawn ay DLR X --"1 Project Mgr.M.MEYER General Sign Specifications i ❑Interior •Exterior I_____- ----m, .-_ _______ ❑Single Faced Double Faced �? \ El Non-Illuminated / GRADE '? II Illuminated In 120 Volta Ampa1./-) \ �\ \\ •••••• ❑277 Volts Ampsi,./-) III ro N1 \ \\\� BACKFILL ❑ AmPsls/.1 ��\�. HIGH STRENGTH " .U/L Listed ❑Non U/L Listed I � tsa \ `� A NON-SHRINK GROUT Location Windload 90 MPH IBC 2009 !w-. y�.ak.. Area Sq.Ft. Weight_Lbs. 5/8"0 X 24"LONG STEEL ANCHOR `g BOLTS W/18"MIN.EMBEDMENT m\ Drawing Revisions 'mow- Drawn By Date Change o \ / FOUNDATION DETAIL(PLAN SECTION) pGLM 04.26.15 HD SHIP STAND �w-. \ P-25.9/ I"=1'-O" .f25 MVD 01.2&1MARKUPS BOTTOM NUT 6 WASHER fed KKJHIM 06.03.16 VINYL SPEC 05.15.19 PAINT CHANGE .1-'a--°— -DEFORM THREADS TO AGM 07,15.10 w001No STAND PREVENT NUT BACKOFF A ''tw- (6)#4 REBAR ON A 18"PATTERN W/ �F"PNGP EP:s`s/ _ #4 STIRRUPS ON 6"CENTERS FOR 9 2 TOP 12"AND 12"CENTERS THEREAFTER9 A 10 — -DO NOT WELD REBAR 92100PE A A 3"MIN.CONCRETE COVER A : - 'r OREGON :,,\ Wu...use end ut.anntn mine eke unne o �� 3000 PSI CONCRETE FOUNDATION S94, FR .. 4°CH 15''15'G•x F MUROG EXPIRES: 12/31/15 "r«aa lean.n.wl.uli ,„,„d°na0,,,be o 'TN M11U��11��RDOC .e ea b.m mare Approved By m. 2 JePOWNG8IROC Date Approved HOWELL.NJ 0773 <w- \t0,3 CO-321. Coda type 4 , . W20l2Ot$ 11166 I C 2-0 ; , Ntwtlei:M PE -Eny000er Job Number a-PE Lx.0021007E C1 CAI550N FOUNDATION Exp 12:3112018 P-25.9/ PN:1818266 Sheet Number P-25.9 • Installation Address: rill ArchitecturalrapM1c • 11665 SW Pacific Hwy /�/�(V•, Incorporated Tigard,OR 97223 - 0655International Parkway P.O.Box 8175 Virginia Beach,VA 21450 (757)427-1900 Project Title KEY BANK Sign Type P-25 Drawing Type .........................................................._.......__................................._.................................................... SHIPPING STAND \\ Date 12.30.11 AGI E B JLM • Lead Drafter MZC -_ Drawn By DLR Prolept Mgr.M.MEYER General Sign Specifications - - 0 Interior •Exterior ❑Single Faced •Double Faced t ❑Non-Illuminated - ---� - Illuminated 120 Volts Amps(+/-) 0 277 Volts _Amps()/-) .......... ............ ❑ -Amps(./-) UA.Listed ❑Non UA.Listed Loeadon wndloed 90 MPH IBC 2009 Area_Sq.Ft. Weight_Lba. _.. C4 X 5.4 STEEL CHANNEL WELDED TO ADJACENT Drawing Revisions CHANNELS&FASTENED TO STEEL BASE PLATE _I - ---'"•"'""'""" Drawn By Date Change A GLM 09.17.15 HD SHIP STAND 1/2"0 1 3/4"H.H.CAP SCREWS MVD 04.26.16 MARK UPS HWBJ 05.1&16 PAINT CHANGE KKJ 06.03.16 VINYL SPEC GLM 07.1&16 CLADDING STAND ® SHIPPING STAND-FRONT VIEW SHIPPING STAND-SIDE VIEW A A A A this document la lee pate pop*al OrPrIteM reproduction.use and Sale did.repaint,the lama contents revealed in any meaner or to h, ...Pr dor the Kelm.tor whieti It wee h Pei special neater.occulter to Pia incorporated In other orojeep. Approved By Date Approved Code type 11166 I C Job Number Sheet Number P-25.11 ' Installation Address: ` SII Arahitectural 11665 SW Pacific Hwy r-5 1/2" �,/�(Vn Graphics Tigard,OR 97223 7 1/4" 3" 7 1/4" 2655 International naprkted PWBy P.O.Bax 9125 Virginia Beach,VA 23450 . , / (152)422-1900 Y g" \ \\\\\\\\\\ CA X 5.4 STEEL CHANNEL -Protect Title \' \ KEY BANK \\\\\\\\\\\\\\\\\\\\- C4X5.4STEEL CHANNEL �\ ���� i Sign type 000\\O\''''- ;,':',,I. \� I 3"X 3"X1/4"STEEL ANGLE \ \ Drawln9 Age C4 X 5.4 STEEL CHANNEL �: �\' SHIPPING STAND \\ g \\. Date 12.30.11 00 b, w = i0 AGI EoR JLM \\ r\ Lead Drafter MZC ` \ Drawn By DLR ,,A a . ,'k`,\\\\� Project Mgr.M.MEYER ... \\ \ General Sign Specifications \w� \\� ❑Interior El Exterior xterior ❑Single Faced DoubleFaced \� ■Nn9e a ac \, \ on-Illuminated 1 .` Q\ �\�\eppl_....»...._..�.. 1. Illuminated III 120 Volts ArnpMol-) ❑277 Volts AmPsl./-) ❑ Ampslt/-) I ® SHIPPING STAND(TOP) •U/L Listed ❑Non U/L List ea __... L 1/5"=1" Location Windload 90 MPH INC 2009 Area Sq.Ft. Walght_Lbs. 1'-51/2" I 1 Drawing Revisions / 5 1/2" y 6 1/2" 5 1/2" / Drawn By Data Change GLM 09.17.15 HO SHIP STAND MVD 04.2615 MARKUPS HWB 05.18.19 PAINT \ � 'kl C4 X 5.4 STEEL CHANNEL AKKJJJ 07.OS18 VINYL SPEC GE ,*AA*n..A ***A.*\\\ M OT 1618 CLAM.STAND \\ \\ a \:a'''','''' .„ , va V <1ry ; v\\ 3"X 3"%1/4"STEEL ANGLE N e "a 1 t'1 \'% :. m a:e _.. ........ \� \ . a..m..a�.a a whole or in pan, is 1\\ LA \. \\\\ a APProved By \�\\\\\\\\\\\\\\\, ANGEL&SFASTENEDO STEEL BASE PLATE TEEL CHANNEL WELDED TO 3"X 3"X 1/4" \\\\\ ?\\\ Date Approved \._ ..... """�.......... Code I type ® SHIPPING STAND(FRONT)1 \\** - 11166 C ' 3/4"-1'-0" I Job Number ® SHIPPING STAND(PLAN VIEW) 1 Sheet Number P-25.12 • Instajlation Address: M V R_DOC 11665 SW Pacific Hwy ENGINEERIN Tigard,OR 97223 SIGN STRUCTURE PROFESSIONAL GENERAL: AISC SPECIFICATION,SECTION 12,TABLE 12.4 TEMPERATURES.DO NOT POUR CONCRETE DURING OR WHEN FREEZING TEMPERATURES 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE d. BASE PLATES SHALL BE WELDED ON TOP AND BOTTOM WITH CONTINUOUS WELDS ARE ANTICIPATED WITHIN 3 DAYS OF POUR. INTERNATIONAL BUILDING CODE(IBC). OF AT LEAST 1/4"(IF PLATE IS CUT TO FIT TUBE INTO PLATE) 4. REINFORCEMENT IS NOT REQUIRED FOR DIRECT BURIAL TYPE SIGN FOOTINGS FOR SIGNS 2. CONSTRUCTION METHODS AND PROJECT SAFETY:DRAWINGS AND SPECIFICATIONS OF 25 FEET OVERALL HEIGHT OR LESS,DIRECT BURIED STEEL SHALL EXTEND TO 6 INCHES REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS,PROCEDURES,OR ALUMINUM FROM BOTTOM OF FOOTING. SEQUENCE OF CONSTRUCTION.TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND 1. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE ALUMINUM ASSOCIATION 5. FOR ANCHOR BOLT/BASE PLATE-SQUARE FOOTINGS,PROVIDE A MINIMUM OF#5 ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION.THE EOR WILL NOT (AA)2010 ALUMINUM DESIGN MANUAL(ADM)1,THE SPECIFICATIONS FOR ALUMINUM VERTICAL REBAR @ 12"O.C.,4"OFFSET FROM PERIMETER,TOP AND BOTTOM OF ENFORCE SAFETY MEASURES OR REGULATIONS.THE CONTRACTOR SHALL DESIGN, SHEET METAL WORK(ASM35),AND IBC CHAPTER 20. FOOTING.PROVIDE#3 HORIZONTAL TIES @ 12"O.C.. CONSTRUCT,AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR 2. PIPE AND TUBE SHALL BE 6061-T6 PER ASTM B241 OR B429 WITH Ftu=38 KSI MIN,Fty=35 6. FOR ANCHOR BOLT/BASE PLATE-ROUND FOOTINGS,PROVIDE A MINIMUM OF SIX(6) CONFORMING TO ALL LOCAL,STATE,AND FEDERAL SAFETY AND HEALTH STANDARDS, KSI MIN,Ftuw=24 KSI MIN,Ftyw=15 KSI MIN. VERTICAL#5 REBARS,EVENLY SPACED,4"OFFSET FROM FOOTING PERIMETER&#3 LAWS,AND REGULATIONS. 3. STD STRUCTURAL PROFILES SHALL BE 6061-T6 PER B308 WITH Ftu=38 KSI MIN,Fty=35 KSI HORIZONTAL TIES,12"O.C. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND SITE CONDITIONS MIN,Ftuw=24 KSI MIN,Ftyw=15 KSI MIN. 7. ANCHOR BOLTS SHALL BE TIED TO REBAR CAGE AT A MINIMUM OF TWO LOCATIONS PER PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OF 4. SHEET AND PLATE SHALL BE 6061-T6 PER ASTM B209 WITH ANCHOR BOLT ANY DISCREPANCIES OR INCONSISTENCIES THAT ARE FOUND.NOTED DIMENSIONS TAKE Ftu=42 KSI MIN,Fty=35 KSI MIN,Ftuw=24 KSI MIN,Ftyw=15 KSI MIN. 8. FOOTING DESIGN ASSUMES FOOTING SHALL BE EXCAVATED AND POURED IN PRECEDENCE OVER SCALED DIMENSIONS.DO NOT SCALE DRAWINGS. 5. EXTRUSIONS SHALL BE 6061-T6 PER ASTM B241 OR 6429 WITH Ftu=38 KSI MIN,Fty=35 KSI UNDISTURBED NATURAL EARTH,CAPABLE OF WITHSTANDING A MINIMUM 3,000 PSF 4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING MIN,Ftuw=24 KSI MIN,Ftyw=15 KSI MIN. VERTICAL DESIGN BEARING PRESSURE AND 200 LBS/SF/FT OF DEPTH OF LATERAL BEARING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE 6. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIED WELDER PRESSURE BASED ON SOIL DATA OBTAINED FROM THE USGS SOIL SURVEY. ENGINEER AND FIELD INSPECTOR.THE ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO WITH CURRENT STATUS AT TIME OF WELDING 9. IF CLAY,SILTY-CLAY,ORGANIC OR FILL SOIL IS ENCOUNTERED UPON EXCAVATION, PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR OMISSION. 7. UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM SIZE WELD PER ADM.ALL CONTACT MURDOCH ENGINEERING FOR FOOTING DESIGN MODIFICATION PRIOR TO 5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, ALUMINUM WELDED JOINTS SHALL HAVE WELD SIZES OF AT LEAST i INCH CONSTRUCTION. CONSTRUCT IN ACCORDANCE WITH THE STEEL CONSTRUCTION MANUAL,14TH EDITION OR 8. FILLET WELDS SHALL NOT EXCEED THINNEST MEMBER WALL THICKNESS JOINED. 2010 ALUMINUM DESIGN MANUAL. 9. ALUMINUM WELD FILLER SHALL BE 5356 ALLOY EXISTING CONDITIONS: 6. WHEN A DETAIL IS IDENTIFIED AS TYPICAL,THE CONTRACTOR IS TO APPLY THIS DETAIL IN 10.WELDING PROCESS GMAW OR GTAW SHALL BE IN ACCORDANCE WITH AWS D1.2 1. IF EXISTING CONDITIONS ARE NOT AS DETAILED IN THIS DESIGN,THE INSTALLER SHALL ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE 11.ALUMINUM CHANNEL LETTERS SHALL RE CONSTRUCTED OF 0,090"RETURNS AND 0.125" CEASE WORK AND NOTIFY REVERENCE ENGINEERING IMMEDIATELY. REFERENCE IS REPEATED IN EVERY INSTANCE. BACKS MINIMUM,UNLESS A LARGER SIZE IS INDICATED ON DRAWINGS.THIS NOTE SHALL 2. MURDOCH ENGINEERING WILL NOT BE PERFORMING ON-SITE INSPECTIONS OR 7. ANY CHANGE TO THE DESIGN AS SHOWN ON THE DRAWINGS REQUIRES PRIOR WRITTEN SUPERCEDE DRAWING DETAILS. VERIFICATIONS.IT IS THE RESPONSIBILITY OF THE INSTALLER,STRUCTURE OWNER,AND APPROVAL FROM DESIGN ENGINEER OF RECORD BEFORE CONSTRUCTION. 12.PROVIDE NEOPRENE GASKET BETWEEN DISSIMILAR METALS TO PREVENT GALVANIC PROPERTY OWNER TO IDENTIFY EXISTING CONDITIONS AND CONTACT MURDOCH 8. WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE CORROSION ENGINEERING WITH ANY DISCREPANCIES OR CONCERNS. BUILDING CODE REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THE 13.ALUMINUM DIRECTLY EMBEDDED INTO CONCRETE SHALL BE CAPPED AT BOTTOM AND 3. INSTALLER SHALL CONFIRM THE DIAMETER AND THICKNESS OF EXISTING MEMBERS AND CONTRACTOR. COATED WITH BITUMINOUS COATING OR POLYURETHANE WHERE IN CONTACT WITH NOTIFY MURDOCH ENGINEERING OF ANY DISCREPANCIES. 9. VERIFICATION:VERIFY ALL DIMENSIONS,ELEVATIONS,AND SITE CONDITIONS BEFORE CONCRETE. 4. INSTALLER SHALL INSPECT AND CONFIRM THE QUALITY OF EXISTING STRUCTURE AS"IN STARTING WORK.NOTIFY THE EOR IMMEDIATELY OF ANY DISCREPANCIES. 14.FASTENERS BETWEEN DISSIMILAR METALS SHALL BE STAINLESS STEEL 316. GOOD REPAIR".IF THERE ARE ANY INDICATIONS THAT THIS IS NOT THE CASE,INSTALLER SHALL CEASE WORK IMMEDIATELY AND NOTIFY MURDOCH ENGINEERING. STEEL CONCRETE&REINFORCEMENT 5. ANY EXISTING INFORMATION SHOWN HAS BEEN FURNISHED BY THE PERSON(S)OR 1. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING: 1. MINIMUM 28-DAY COMPRESSIVE STRENGTH(fc')SHALL BE 3,000 PSI.THE MAXIMUM COMPANY THIS DOCUMENT WAS PREPARED FOR ROUND HSS ASTM A500,GR B Fy=42 KSI MIN. WATER TO CEMENT RATIO SHALL BE 0.45 BY WEIGHT.A MINIMUM OF 5-3/4 BAGS OF (SEE TITLE BLOCK).MURDOCH ENGINEERING IN NO WAY CERTIFIES THIS INFORMATION AS SQUARE/RECT H55 ASTM AS00,GR B Fy=46 KSI MIN. CEMENT SHALL BE USED PER CUBIC YARD WITH A SLUMP OF 4"+/-1. "AS-BUILT".IF THERE IS ANY REASON TO BELIEVE THE EXISTING CONDITIONS DETAILED THREADED ROD ASTM A36 Fy=46 KSI MIN. 2. REINFORCEMENT TO BE ASTM A615 GR 60,Fy=60 KSI UNO HEREIN ARE NOT ACCURATE,MURDOCH ENGINEERING SHALL BE NOTIFIED IMMEDIATELY. STEEL PLATE ASTM A36 Fy=36 KSI MIN. 3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED STD.PIPE ASTM A53,OR 8 Fy=35 KSI MIN. 4. VIBRATION:ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL SCOPE OF WORK: VIBRATORS. 1. LIMITS OF LIABILITY TO EXTEND ONLY TO THE QUANTITY INDICATED.ATTEMPTS IN PART 2. BOLTS SHALL CONFORM TO ASTM A307 UNO.. OR IN WHOLE TO INSTALL GREATER QUANTITIES THAN THOSE SPECIFIED WITHOUT 5. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-11 3. BOLTS AND THREADED ROD SHALL BE HOT-DIP GALVANIZED PER ASTM F2329 UNO. CONSULTING MURDOCH ENGINEERING SHALL VOID ALL PROFESSION, . D 6. PROVIDE A MINIMUM OF 2-1/2"COVER OF ALL EMBEDDED STEEL REBAR AND A MINIMUM 4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 UNO. <t,Qr 1 IfFFS OF 6 INCHES OF COVER FOR DIRECT BURIED PIPE OR TUBE MEMBERS. COVERAGE. .< rS 5. NUTS SHALL CONFORM TO ASTM A563. ���c�• NAGINFF > 9 6. WASHERS SHALL CONFORM TO ASTM F844. � FOUNDATIONScC 7. STEEL HARDWARE SHALL BE HOT-DIP GALVANIZED PER ASTM A153 UNO 1. CONCRETE POURED INTO CONSTRAINED EARTH EXCAVATIONS MUST CURE UNDER PROPER 92100PE r' 8. WELDING: CONDITIONS FOR A MINIMUM OF 7 DAYS PRIOR TO SIGN BOX INSTALLATION.(EXCEPTION: a. WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D1.1 AND AISC IF THE OVERALL HEIGHT OF THE SIGN IS LESS THAN 20 FEET AND THE SIGN IS ADEQUATELY SPECIFICATION,CHAPTER J.WELDERS SHALL BE CERTIFIED AS REQUIRED BY BRACED AGAINST WIND LOADS FOR A MINIMUM OF 4 DAYS,THE BOX MAY BE INSTALLED ?' OREGON GOVERNING CODE AUTHORITY,WELDING SHALL BE DONE BY ELECTRIC ARCTHE SAME DAY AS THE 9 O, PROCESS USING LOW-HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTH 2. FOOTINGS MUST BE POUREDOI AGAINSNG IS T UUN UNDISTURBED EARTH.SOIL BACKFILL IS .*RED) *•,h. Oy 15 aG� NOT LESS THAN 70 KSI UNLESS NOTED OTHERWISE. UNACCEPTABLE.WHEN A SONOTUBE IS USED AS THE FORM,3/4"BLUESTONE OR F MUR�� b. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIED CONCRETE SHALL BE USED TO BACKFILL THE SPACE BETWEEN THE SONOTUBE AND °'"°"°b"A"roC 1011,RES.1" WELDER WITH ACTIVE STATUS AT TIME OF WELDING ,e;Q.*e.r�ls:-ar,: 12/31/18 UNDISTURBED EARTH,CONTACT NURDOCH ENGINEERING FOR FOOTING DESIGN. EXPIRES: c. UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM SIZE WELDS PER Wind Leads 3. COLD WEATHER PLACEMENT:PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR LE*osa,VOirtv5pexd ne mot, MIIRDOC REDUCED STRENGTH THAT COULD BE CAUSED BY FROST,FREEZING ACTIONS OR LOW w.,.r.eltvap•VIVA e s>.:. ENU p35e:Aea*O.2t).P.3 2rlHOWELL {: M4.da am F4Rw i- HOWWELL. On W1.3 Evo•oe ten f21. C.•••,r,•••- .5 1 ` armza)a a " Wow loads 4i.----,•..„" .-...:..-F'g:mr Cmra.•1 S..,a Ira! rb' �} �92 •-PE Lt. IODGE SacrcE W mnv:11111 10 Ery 12'S12018 n 1.t.,,•••••••• PH:1818266 F - 10 P-25.14 =="7,7Z-7-- ..r