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Plans VALIDITY OF PER"'_ THE ISSUANCE OF A PERMIT R EC FJ BASED ON CONSTRUCTION JUL 1 2020 DOCUMENTS AND OTHER • DATA SHALL NOT PREVENT ,...- - I .ARD THE COOP OFFIrIAI PPrI F'.l 1C3 DIYI:SioN - REQUIRING THE CORRECTION ...- *--- EXTERIOR SIGN LEGEND-ALLOWED OF ERRORS. OSSC 105.4 �g Efoe'R° 4 . r. ElevaAnn Sign Nc. Slots Type Description Sq Ft 9W saT',�— t West E.1 LIF-WBO 24 24"White Channel Letters and Logo 36.9 North E2 LIF-WB0 24 24"White Channel Letters and Logo 36.9 sL-r llT_ E.12 HB-U Headache Bar ;� East E.15 LIF-R-WBO-30 30°White Channel Letters and Logo 54.5 E 1-I rHAse iE.15 Total Proposed Sq Ft 128.3 — _.+ < c5i nteeh •I. -� 1 ' Total Allowable Sq Ft 93 Y ` : Difference 35.3 r®9 , I 4444 Federal Blvd.San Diego CA S2102 OFFICECOPY. x —'t ? Phone:j6191527.6100!Fax j510527-6111 COf i . 1 t signtech.com p °CITY OF TIGARD. ip�.t .., $$VIER CODE,COMPLIANCE 4 JP Morgan Chase Bank Approved: I f #38200P356814 OTC: I I - Greenaway Town Center Parrott#: Aran an _ f O 1 I 12100 SW Scholls Ferry Rd LO Tigard,OR 97223 • Address: j I enema S -k c' I) ¶ wo try -- "` Initial Data: 04/07/20 ,t` Salesperson, r SU1te!t: : .ea Coordinato BanArthurtli ZeiglerNavar o : 1, Dater : — lb 4 .-3- 4 Designer. TThomsen = Scale: Az noted _ g� - itp ; , I.• I :1ii: I';7 CUSTOMER APPROVAL ® CHASE(. � . ,- II , ._ - , Customer Signature Date 't( I - rd' GOP5 COLORS S.SIZES w A , , ` ':� - - I Signteeh does NOT provide primary 1� ". electrical to sign loca0an- '- ram• �, i RESPONSIBILITY OF OTHERS! - X.a * " • ..., � 'r ,, CuemmerSignature Date 't i .'`l • 5 4 '1II in"stla at enentducenmPerl falapart y '.p �- . •j j I end cWnnm be rePpito aOle appr or In Pen .. " .r � Itnoutine�Pnor wrMen w+ixovel 12Y ! - _ L „yr,,, eo- # i Dressing Number. 20-00536 t - • aLI!.. _ -- - ,../ tL ' I Project CY CHASE 38200P356614 1 r TT L � . Revision.n / t-zt3.2o . . . .�..i�r 13ira, S Sign LegendSite Plan SITE PLAN SCALE 1"=75'-0" AERIAL SITE NOT TO SCALE . Page: 2 Permit 2 _ RECEIVED JUL 14 2020 C:1TY. . - , -GARD • bUl.-• i cr VERIFY CLEARANCE HEIGHT PRIOR TO PRODUCTION. ' CLEARANCE HEIGHT SHOWN SHOULD BE 1"LOWER THAN ACTUAL HEIGHT TO BOTTOM OF CANOPY DECK. NI TOP VIEW @ HEADACHE BAR(HB-U) l J Scale:3/4"=1'-0" 60-1/4"OA WIDTH 60-1/4'OA WIDTH 5" 4-7/1 " 55-1/2"CAUTION STRIPES 6" 54-1/4" 1"4" EO CLEARANCE COPY(VARIES) ED T I e 1 1 oigntech_. Clearance#'-##" N"' tO io Clearanep' # 4444 Federal Blvd,San Diego CA 92102 „srffArirffffifirifffs"...... , gar/II/if/AV/AI/if/ArilPhone:1619J 527-dlWlFax:191915278111 signtech.com 4 PM t.-.tSs• JP Morgan Chase Bank #38200P356814 W E Greenwav Town Center s 12100 SW Sehalls Ferry Rd c Tigard,OR 97223 W CC I ¢ oc Qo 2'Qo Initial Date: 04/07/20 U G fL e'� W c cD cv O z Salesperson:Arthur Navarro 2 _1 Coordinator: Randi Zeigler ENLARGED DETAIL @VINYL z of ¢ z w 4Designer' TThgmsen O ' w w ' Scale:1"=1'.O" es I— o es "' scale: A5 noted == ace * = o W - d `', w ¢ n CUSTOMER APPROVAL O O U U O C6 O y '- a '- N W ,..1- a TYP Customer Signature Data E.12 SIGNE HB-U e— COPY,COLORS&SIZES gm MANUFACTURE AND INSTALL ONE(71 NON-ILLUMINATED DRIVE-UP CLEARANCE BAR W = BASE PLATE:13"x 13"x 3/4"STEEL PLATE WITH 1"DIA.MOUNTING HOLES.SEE DETAIL Signtech does NOT preside primary 1- FOR WELDING AND ANCHORS. electrical to sign location- c VERTICAL SUPPORT:4"x 6"x 6014"x 1/4"STEEL RECTANGLE TUBE MITER-CUT CORNER. RESPONSIBILITY OF OTHERS! cs HORIZONTAL BAR:4"x 6"x VARIES x 1/4'STEEL RECTANGLE TUBE MITER-CUT CORNER AND 1/8"END CAR. z - RUBBER: 1/2"x 5"x 54-1/4'RUBBER SAFETY BUMPER ATTACHED TO BOTTOM EDGE OF HORIZONTAL BAR. c VINYL: SCOTCHLITE WHITE 680-10 WHITE VINYL,APPLIED FIRST-SURFACE TO FRONT FACE OF HORIZ.BAR. Customer Signature Date = `? PAINT: CHASE"METALLIC BLUE"MATTHEWS MP-49353,GLOSS FINISH OVER ALL SURFACES,HARDWARE. mieeeegn lane o ownea apmperry orsgmaoh z end cwnnot be reprooucealn whole or in pert. O g IMoullydlr prior written approval. Z `ta a Drawing Number: 20-00536 v 7 ., = - Project ID: CHABE_38200P356814_1 _, ., .. x�a.-. -A Revision: R12-6.25.20 4. FRONT VIEW @ HEADACHE BAR(HB-U) ® LEFT SIDE VIEW Scale:3,!4"=1'-0" Scale:3/4"=1'-0" Page: 18 DRC Page 18 5" _ 13"PLATE � 4" 1-112" 5"C2C 5"C2C 1-1/2° 2" / 2" 1" i C (TVP.OF 6) HORIZONTAL 4"x 6" 1/4" N F�{, RECTANGULAR TUBE:MITERED N ` . @HORIZONTAL TUB CONNECTION. - M • AND NUTS RTND HEAD BOLT Sic)nt¢'ch Et 4444 Fetlaral Blvd.San Dkgo CA 92192 -1 23 Phone:(619)5274100I Fax:(619)52T4111 - 1/2"x 5"x 54"RUBBER BUMPER ), signtech.com McMASTER-CARR#8794K213 OV1 w W VERTICAL 4"x 6"x 1/4" RECTANGULAR TUBE MITERED JP Morgan Chase Bank c @HORIZONTAL TUBE CONNECTION. - 0 #38200P356814 s ie Greenway Town Center U co z CC ^ 12100 SW Scholia Ferry Rd aiL cc LL \ J TOP VIEW DETAIL @ BASE PLATE Tigard,OR 97223 c o \ f aaa o_ Scale:3"=1'-0" 0 1/8" Intel Date: 04/07/20 o i PLATE go- prof) Salesperson:Arthur Navarro CS 0r- Coordinator. Rand:Zeigler o a o Designer' TThomsen 2 o PC WN 0scale As noted CI ,- a w cc CUSTOMER APPROVAL ac 4 c . _ pntomer elgnNre Date COPY COLORS&SIZES C Signtenh does NOT provide primary electrical to Sign location- la i'23"C2C(TYPICAL) 23"C2C(TYPICAL) 2" ) RESPONSIBILITY OF 077•ICRSI w 54'TO VERTICAL 4'x 6' • PLATE I3"x13"z3/4" /'4'\ FRONT VIEW DETAIL @ END CAP Customer Signature Date WELDED TO VERTICAL ` f Tnisdeagnls the enausiveoprope of signtech Scale:3"=1'-0" and cannot bereprcduca In emin pad 4"x 6'x 1/4"RECTANGULAR vAthoul Malr prior vnlaen approval. 3/16" \ TUBE AS SHOWN. Drawing Number: 20-00536 ® Project ID: CHASE_38200P356814_1 —-II ,. Revision: R12-6.25.20 al VERTICAL SECTION DETAIL • Scale:3"=1'-0" Page: 19 DRC Page 19, t r 3"x5"x3/B"GUSSETS(4 TOTAL) 1 �_-.- -- \ r.. 34O HEADED ANCHOR _ "�. 6 or . �, // WITH 4OTA EMBED MIN. i 3ia" \ / INTO CONC.FOOTING ‘11 WI 6"x4"x Yi z RECT.HSS ©`) ©111 U o 2 Z I. Yin; 5ignt¢ch m Lli O - I 44M Federal Blvd.San Die CA 92102 .. W O i 11.1 Phone:I619)527-6100 IFax:(619)527.6111 Ow - ,� 4 / signtech.com 0 U \ v © 4 © \ MY1 ,ar. Z —..._... ...._"_. ^ won.,www= Z UO / 5' * 5" / — - 4' • i • JP Morgan Chase Bank F4.r /—'� 13"x13"x 3/i PLATE #38200P356814 ll GROUT PAD (7) DETAIL PILE FOOTING OPTION Greenway Town Center ( ) 12100 SW Scholia Ferry Rd Q Tigard,OR 97223 Lis. I Initial Date: 04/07/20 Salesperson:Arthur Navarro 4 e Coordinator: RandiZeigler ,. 8-#4 VERT.BARS -�- N4@4"TIES TOP 24' Designer TThomsen REMAINDER @ 12" Scale: As poled —e-- CUSTOMER APPROVAL * 2-0'0 ELEVATION(PSI FOOTING OPTION) Customer Signature Data COPY,COLORS S SIZES GENERAL NOTES slg I. DESIGN CODE:I8C 2015 nlecn does NOT provide primary electrical to sign location- 2. DESIGN LOADS:ASCE 7-10 RESPONSIBILITY OF OTHERS! • 3. WIND VELOCITY 115 MPH EXPOSURE C 4. CONCRETE 2500 PSI MIN. 5. RECT.HSS STEEL ASTM A500 GIB,Fy=46 KS1 MN. Customer Signature Date 6. PLATE STEEL ASTM A36.F,=36 KSI MN. Tnia aaaign la the exclusive mwertrtyy m Slgmecn antl cannotneree pnor etlm Felr orin pan. 7. STEEL REINFORCING BAR(REBAR)N CONCRETE ASTM A615 GR 60 wino"heir Paer warren approval. 8. WELDING STRENGTH,Eexxrl0 KSI Drawing Number: 20-00536 9. HEADED ANCHOR BOLT STEEL ASTM F1554 GR.36 Project ID: CHASE 38200P356814 1 10. PROVIDE PROTECTION AGAINST DISSIMILAR METALS USING MITI-CORROSIVE PAINT OR NEOPRENE GASKETS Revision: R12-6.25.20 I I. PROVIDE MIN,3"CLEAR COVER ON REBAR '2. LATERAL SOIL BEARING PER IBC CLASS 4(150 PSFIFT) Page: 20 DRC Page 28