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Plans J RECEIVED AG SEP 17 2019 TUBE ART GROUP CITY OF TIGARD Portland Office 4243-A SE International Way • BUILDING DIVI3ION Milwaukie,OR 97222 VINYL LIGHTING 503.653.1133 800.562.2854 V1 Translucent Public Storage Orange 3M Envision 3730-3109 V5 Reflective White 3M Engineer Grade Reflective Sheeting 3290 L1 GE Tetra MiniMAX 24V,5000K GEMM2450-W1 Fax 503.659.9191 V2 Clear Matte Overlaminate 3M Scotchcal 3660 V6 Opaque White 3M Controltac 180C-10 L2 GE Tetra MAX 24V,5000K GEMX2450-W1 and roFederaleCopyrightwork is protecteds. under Laws. Make no reproduction of this V3 Translucent White 3M Diffuser Film 3635-70 V7 ■ Opaque Dark Gray 3M Scotchcal 7725-41 L3 GE Tetra PowerStrip DS,5000K GEDS50-2 design concept without permission from Tube Art Group. V4 ■ Opaque Black 3M Scotchcal 3660-22 V8 Opaque White 3M Blockout Film 3635-20B L4 GE Tetra MS 24V,5000K GEMS2450-W1 18771 PAINT ADDRESS FONT c"'Ie°'eNumber 136254 P1 Semi Gloss Public Stora a Oran a Factory Applied: Sherwin Williams Genesis LV5—100461 618 PS101 Public Storage Orange. Field Applied:All From 1 Roboto Bold Quote Number g g Supply Endura-Clad Endura-thane WB EC-8-01 PS Orange 2018 136254 Publilc Storage r7 Factory Applied:Sherwin Williams Genesis LV5—100463609 SW 2074 Fencepost White.Field Applied:Sherwin Williams Sher- ABCDEFGHIJKLMNOPQRSTUVWXYZ File Name P2 Semi Gloss Fencepost White Cryl HPA B66W00351 Semi-Gloss Extra White tinted to Fencepost White SW 2074 with Pro-Cryl Universal Primer B66-W310 Allan Conant abcdefghijklmnopqrstuvwxyz Salesperson P3 . Semi Gloss Black Factory Applied:Sherwin Williams Genesis LV5—66800 Racing Black Deb Tolke 0123456789 Drawn By P4 Semi Gloss Casa Blanca Field Applied: Sherwin Williams Sher-Cryl HPA B66W00351 Semi-Gloss Extra White tinted to Casa Blanca SW 2060- .. PS102 with Pro-Cryl Universal Primer B66-W310 OFFi, ,,* Checked By P5 ■ Semi Gloss Gray Factory Applied: Sherwin Williams Genesis LV5—100488995 SW 7665 Wall Street. Field Applied:Sherwin Williams Sher- April 8,2019 Cryl HPA B66T00354 Semi-Gloss Ultradeep Base tinted to Wall Street SW 7665 with Pro-Cryl Universal Primer B66-W310Cj'j"IT OP TIGARD R5 July 29,2019 P6 ■ Semi Gloss White Tiger Drylac 49/10870 REVIEWED FOR CODE COMPLIANCE AppI P7 ■ Semi Gloss TJ Orange TCI 7807-30 OTC.roved: j MATERIALS Permit#: I_ r-r'Address: -7 po �,_, Ail�,,;r c� [ ]Approved Rn-uu;aon, M1 .040"Aluminum Coil Pre painted Black M10 .0625"Aluminum [ ]Approved With Changes Noted Suite#: M2 .050"Aluminum Coil Pre-painted Black M11 1.5"Steel Square Tube By: ) t Date: q _ay - ) cel _I Costumer Signature M3 Jewel-Lite Trim Cap Black M12 Aluminum Date Landlord Signature M4 Jewel-Lite Retainer Clip M13 .5"Acrylic White 7328 Date M5 3mm ACM Panel White M14 .177"Polycarbonate Clear M6 .1875"Acrylic Clear M15 .1875"Acrylic White 7328 ,,,)iTY OF PERMIT Exterior r :SUANCE OFA PERMIT Signs M7 .150"Polycarbonate Clear M16 .150"Polycarbonate White ; S1=-D ON CONSTRUCTION DOCUMENTS AND OTHER Public Storage M8 3M Panagraphics III White M17 Steel DATA SHALL NOT PREVENT 7600 SW Atlanta Tigard,,OORR THE CODE OFFICIAL FROM REQUIRING THE CORRECTION M9 .5"Acrylic Clear M18 .080"Aluminum Pre-painted White OF ERRORS.OSSC 105.4 Thi-dronvino In intonrled to prnulde n ri-aronabie rayon rotation of the Sp it manufactured article.Farteners and seams in materials may r:ot On represented cr.actly at they will be Iabricated. Colors on prints may not accurately depict specific tutors. 1 of 11 exterior P1 Public Storage Orange Paint Sherwin Williams Genesis LV5 Signs 1, 2 & 4 AG 100461618 PS101 - TUBE ART GROUP P3 Black Paint Manufacture and Install Three (3) Sets of Illuminated Channel Letters on Aluminum Panels Portland Office Sherwin Williams Genesis LV5 Letters-3/16"clear acrylic faces with V3 white vinyl diffuser 1st surface and V2 overlaminate. 1"Jewel-Lite black trimcaps. 4243-A SE International Way 66800 Racing Black 3"deep.040 channel coil returns painted to match P3 black. Milwaukie,OR 97222 .063 aluminum backs. 503.653.1133 800.562.2854 V2 3M Scotchcal 3660 Illumination-GE Tetra Max GEMX2450-W1. Fax 503,659.9391 Clear Matte Overlaminate Backer Panel-.125 aluminum panel with 6"radius corners,painted to match P1 Orange. Attach letters flush to backer panel with screws.Screw panel flush to wall with paint matched screws.Paint match all visible fasteners. This original artwork is protected Register mark is white vinyl,first surface. under Federal Copyright Laws. Make no reproduction of this V3 3M Scotchcal 3635 70 design concept without permission Translucent White Vinyl from Tube Art Group. 29'-4" 61- h 26'-2 3/8° 1'-6 1/..4. 3 _...1 ..— Customer Number 13 Quo-to Number I 136254 Publilc Storage r7 T r---- I File Name Uf , y / Allan Conant / Deb Tolke B Drawn y . � l • rn "[ - Checked By April 8,2019 OSide View Elevation View-Wall Sign Date Scale:1/4"=1'-0" O Scale:1/4"=1'-0" R5 July 29,2019 Revisions 3" Letters to be fabricated aluminum channel [ ]Approved - r construction(.040"returns and.063"backs) [ ]Approved With Changes Noted --1- _ 1"trim cap edge r ; �� i Customer Signature 3/16"White acrylic faces Date Power supply enclosure Ij'''„,,,4 White LED modules VHB taped to letter backs Landlord Signature Date Fastener 5 lu- j Exterior Power supply) Conduit bushing Signs Disconnect switch Public Storage 7 1/2"rigid conduit 7600 SW Atlanta Tigard,OR --- .125 aluminum backer panel This drrrvhld Is:mended to provide reasonable erpresenla line of the lural nlarndnc hired article.Eut;teners and so All ill nate ria Is may not be represented 3 Side Section View exactly as they will be fabricated. Scale: 1 1/2" = 1'-0" Colors on prints may not accurately Orbit l. specific colors. 2 of 11 exterior Material Breakdown /� GEMX2450-W1 Modules 24V WS AG -, __ ._4.• P 9 - �-� TUBE ART GROUP ff U 8 )1, it s.1J `�© ...C.,-,,,,:,j t I ! f. 8 10• -' ` . __. . 5 Portland Office CHR -32- �. 8 4243-A SE International Way Milwaukie,OR 97222 S 9 1 503.653.1133 T 6 800.562.2854 0 8 Fax 503.659.9191 R S A 9 This original artwork is protected G 13 under Federal Copyright Laws. E 10 Make no reproduction of this - - - design concept without permission a_ _ _ . . —.___ -------' --- _._-- r _.._...._.__._ _- — r. from Tube Art Droop. _.. .... _-_,.... -... 18771 Customer Number 136254 Quote Number _____. 136254 Publilc Storage r7 -rf File N-sine Ift �J .fi'*w.,; .r fCH'' .,�i (0 ; (0 V III ` . �i 4 -:13 Salesperson C4J `�� R400"4" `-`r'/{)t Deb Tolke ,_ _ �/ .. ., ./. i..ul< Drawn By _ Checked Sy April 8,2019 Dato R5 July 29,2019 Revisions [ ]Approved . ( I Approved With Changes Noted Customer Signature Date Landlord Signature Date Can a,,.lb LEO Loc.From Face illumination Power Su,. Caution Prima Circuit{120 VACI Total Module Watts Total S stem Watts Si'n Area Ener• Us..e 5" N/A FACE L(T REM,OTI. 1.1 Amps 65.52 Val 77.97 watts 35.57 q Ft 3.4?WSR Ft z Sign Information Spedo Instructions SKU Description Quantity ESTIMATE FOR SINGLE FACED SIGN 93053671 GEMX24SO-W1 105 Mod 70 Ft Exterior CH-32-H&CH-32-V;THE SAME ESTIMATION WORKS FOR 71K TETRA MAX ALSOSign s 11 THE GRAPHICS ABOVE ARE FOR REFERENCE ONLY and should not be used tar cornmercial quotation or bid wthout validation The motenti°estimates for!Writ t.ED Systems ori GEPS24-10001 En wed upon our engineering standards arid information provided pertaining la font letter height,con depth.face material.and only special instruaions pnrtdided by the customer. r "•""•`e a Eo Public Storage Missing inforrnotaon will cause delays in delivery of estimates as well as affect product selection,quantities,appl t:ation.and il!ur1inafwn. 760 0 SW Atlanta LED MODULE PLACEMENT AND QUANTITY IS AN APPROXIMATION ONLY.The sign manufacturer mad sit verify module placement and gr@ntity to ensure even illumination. I " Tigard,OR I Final material quantities for estimation purposes and construction are the responsibility of the sign OEM. 191600041 or 192160004 Wire Connector 30 Ea — •1A11 signs should be tested as complete units finckiding correct Tetra4 power supplyl pefar$instal0otloe for acceptable color,illumination,intensity,G IunctionaLty. 9409 10 AWG Supply Wire 85 Ft This dra„i yp 5 intended to o,,lde For detailed information and instructions refer to the applicable Tetrad product found under$tgnoge: i 6tit rpuUs ts.c urrprittlyq,ecorni t 1916 Y41 Wire End Cops 26 E@ re amble rpre' le.Fa 0 ui thr final 11 laclntcd article.Fa ten P.and,darns TECHNICAL SUPPORT: , Drown By: MT Jab Name ReVni,r:r: flay not b;•represented � f � exactly 15 they will le fabricated. 888 694-3533 f 216-2E6-24 Y9 i C U ` Checked By: Ser Public C tC�ra @ i specific colors. � Colors on prii t5 in,y not .r.rn arrlY depict .— • EMAIL: tct.e ti a,ca�.c .owered b GE Date_ 9/12/18 Customer Name: pRuC � Vie" 3 of 11 exterior P1 Public Storage Orange Paint Sherwin Williams Genesis LV5 100461618 PS101 Sign 3 AG ` Manufacture and Install One (1) Set of Illuminated Channel Letters on an Aluminum Panel TUBE ART GROUP P3 Black Paint Letters-3/16"clear acrylic faces with V3 white vinyl diffuser 1st surface and V2 overlaminate. 1"Jewel-Lite black trimcaps. Portland Office Sherwin Williams Genesis LV5 3"deep.040 channel coil returns painted to match P3 black. 4243-A . 66800 Racing Black .063 aluminum backs. Milwaukie,SE International2Way OR 97222 Illumination-GE Tetra Max GEMX2450-W1. 503.653.1133 Backer Panel-.125 aluminum panel with 6"radius corners,painted to match P1 Orange. 800.562.2854 V2 3M Scotchcal 3660 Attach letters flush to backer panel with screws.Screw panel flush to wall with paint matched screws.Paint match all visible fasteners. Fax 503.659.9191 Clear Matte Overlaminate Register mark is white vinyl,first surface. 9 Y This original artwork is protected under Federal Copyright Laws. V3 3M Scotchcal 3635-70 Make no reproduction of this design concept without permission Translucent White Vinyl front Tube Art Group. 36'-81/8" '-0 32'-8112" 1'-11" 311 "' __._._....... Customer Number A ' 18771 a� i 136254 Quote Number Publilc 1116 ' lit ; - ': 136254 ' forage r7 File N tow ' r �... / i �`' Allan Conant M r M I Salesperson - Deb Tolke c✓ — _ — Drawn By i N •a ',,( CVChecked BY J ... ..._��! April 8,2019 Date OSide View Elevation View-Wall Sign R5 July 29,2019 Scale:1/4"=1'-0" O Scale: 1/4"=1'-0" Revisions 311 Letters to be fabricated aluminum channel [ )Approved construction(.040"returns and .063"backs) [ )Approved With Changes Noted _ , 1"trim cap edge r=-i �� Customer Siynaturc 3/16"White acrylic faces Gate ,' a -- I Power supply enclosure I White LED modules VHB taped to letter backs ::° signalnre Fastener Exterior Power supply/ .. Conduit bushing Signs Disconnect switch ii Public Storage I 1/2"rigid conduit 7600 SW Atlanta Tigard,OR y .125 aluminum backer panel This drawing Is Intended to provide it reasonable representation of the final lnannt.rctllred article.Fasteners and canis in ub,tcrlPly may not be reprcSmHcd (3)Side Section View Seale:1 1/2" = 1'-0" ras tiny,:ill be t d",,,rat. Colors en prints may not ac..urttPly OP.'t pacific color,. 4 of 11 exterior Material Break.own AG GEMX2450 W1 Modules 24V RFS i CIS-40-M _ r•)_. o , ` i` �t.l G Ii 12 TUBE ART GROUP 3 , 1 , -. i `. 'L_f` f' -U') `C)�rf 7 1 +4 �(,-r 8 14 1 40-V _ o...a.. L 6 Portland Office • CHRVV-40® ,. I -. . 6 _._ 4243-A SE InternationalWay HC 10 100WP/S Milwaukie,OR 97222 503.653.1133 C Fi RVid• 0-11 T 11 800.562.2854 10____ Fax 503.659.9191 R 6 A 13 This original artwork is protected G • 16 under Federal Copyright Laws. 2 15W P!9 Make no reproduction of this design concept without permission _---- _ - _. from Tube Art Group. 18771 Customer Number 136254 Quote Number 136254 Publilc Storage r7 00,...a.i.,,, krlt File Name y �' �.4 .,r y Allan Conant 1d` -2:,,,,,) t4 ( /^�`� .. Salesperson 1 [ J� , ra-.) ,,44 l / f Deb Tolke I j ItiTTT666a'�...., .0./ '`.._. 94',-*le i' ••,,� .,,,,,—..-ff/ ... _ Drawn 8y Checked 6i April 8,2019 R5 July 29,2019 .._-,_.. _._-._..._ .__. ._.. _ -,.. _._ Revision:; [ ]Approved -- - - - - [ J Approved With Changes Noted - -- - - Customer Signature Date ___-... Landlord Signature Date Can De.th LED Lac.From Face Illumination Power Su..i Location Prima Circuit(120 VAC) , Total Module Watts Total tern Watts Si.n Area Ener. Usa•e 5" 1111111.127.11111111111111.1 FACE LIT REMOTE IIIIIIIIIIIIPMTPAIIIIIIIIMIIIIIIII 83.62 Watts 99..50 Watts 55.513 S• Ft - 1,79 Watts ' Ft Sinn in ormation S. is Instructions SW Descri.tion •uonti ESTIMATE FOR SINGLE FACED SIGN! 93053671 ' GEMx2450-W1 134 Mod 89 Ft Exterior CH-40-H&CN-404;THE SAME ESTIMATION WORKS FOR T1K TETRA MAX ALSO __.�_ _ Signs 11 THE GRAPHICS ABOVE ARE FOR REFERENCE ONLX and should re,be used for commercial quotation or bid without vdrdation. The material estimates for Tetrolli LEO Systems we _ GEPS24-10�DtJ-NA 1 Ea based upon aur engineering Standords and information provided pertaining to font,letter hses:iht con depth,face material,and any special instructions provided by the custorner. GEPS24-25U-NA - 1 z Public Storage Messing information a 1 cause delays in delivery of estimates as well os a`feit product selectsor,gteontities,application,and illtarninahcin 21LED ED MODULEPLACEMENT ANL►QUANTITY MAN APPItO1GIt�ATICNI ONLY. The sign manufacturer awl verify module placement and quantity to ensure even illumination, F 7600 SW At I a n to 31 Final malleriOl quantities for a timgtian purposes and construction ore the responsibility of the sun OEM. 191600041 or 192160004 Wire Connector 34 Ea Tigard,OR 41 Ail signs should be tested as complete units Including correct Ted e power supply)tiebeg Installatiort for acceptable calor.illumination.intensity,&functionality. 9409 ; 18 AWG Supply Wine 105 Ft S1 For detailed information and instructions refer to the c-m litableTetra&.-oductfound tinder S.nose; htt•5/la rOdUCts C,Urfentb 'ae corf tl 191600041 Wire End coa. 26 Ea This drawinu is intended to provide a _._:.. _...... _.. _ -.. reasonable rear:septation tt the fiord TECHNICAL SUPPORT. •,--,,, Drawn By; MT Job Name: a Rev manufactured article.Fastener and Dmig 07 `251 — n mat(rials may not be Hr nteii 888-694-3533 I 216-266-2419 if 6) Checked By: SD Public Storage - 1 ,xoc,IY as they rata be far rated. EMAIL tetradreusirt.a •ecun •owered GE Date: 9/12/18 Customer Name: Ftr i nri Filers on prints may not accurately depict , _ suerific rotors 5of11 exterior l< 120'-0" AG 29'-4" . r TUBE ART GROUP o Public Storage M Portland Office • in 4243-A SE International Way �_ o .4 503 653'1143 97222 / 1 '264"- 800.562.2854 Tom. Fax 503.659.9191 I 9 1 This original artwork is protected li 1 Crunder Federal Copyright Laws. -• +- y4. 1 - Make na reproduction of this J -' design concept without permissin ys:.: .. r :. d i di ! "c3- from Tube Art Group. E18771 _ Customer Number F .�. •EFFER�k s DATUM c�UM 136254 Yt�b^ Qu .r Number} ; \ s 136254 Publilc Storage r7 lz File Name LOWEST GRADE Allan Conant w _sletpeson SOUTH BUILDING ELEVATION 8 1 0 Deb Tolke Drawn Dy SCALE: 1/16"=1'-0" h A t nr!fin Cilecl<ed By April 8,2019 Dat._ 82'-U" 1 R5 July 29,2019 ' a 2g'q" Public Storage [ l Approved �t. ilc: I Approved With Changes Noted r„ t pre Customer Signature = ,, ,.,: _ _ Date a r cc) Landlord Signature Date i 1 311 Exterior �.: Signs i � Public Storage t 7600 SW Atlanta Tigard,OR WEST BUILDING ELEVATION SCALE: 1/16"=V-0" The,r)ra.iny is Intended to provide a ,e:rsorable representation of the final ,ii„n,Pfaclnrrd article.Fa=rmers rid ti-an a materials nay not be represented ..>:a,city as they.ill be fabricated. (`olort On prints icy not oreuca I-ly d.pie ,pechit Colors. 9 of 11 exterior I 151'-0" 38'-7" __.____.__..._..._.._..._._.._..._._...__._........._._...__.._..__._._.__-....._..........._._.__...._........_........---._._............ ........._.___._._......_.__......_......__....._.___.- _..__..__.._____...._....._.._....__..._.......____. ..._,_,__....._.....__._.__.__.._.. ._ < AG c6-8118 } c TUBE ART GROUP Public Stora e I Portland Office r4 4243-A SE International Way Milwaukie,OR 97222 503.653.1133 800.562.2854 3 Fax 503.659.9191 0 V v This original artwork is protected Et, under Federal Copyright Laws. Make no reproduction of this design concept without permission from Tube Art Group. 18771 Cusismer Number 136254 Quote Number NORTH BUILDING ELEVATION 136254 Publilc Storage r7 SCALE: 1116"=1'-0" File Name Allan Conant Salesperson Deb Tolke Oi,i ri By n♦ Checked By April 8,2019 Dal,: ......................................................................................................................................................................................................................................................................................................................................................................................182.-O.. R5Ju1829,2019 � I 7 Public Storage Revisions .., : . [ ]Approved 4 [ ]Approved With Changes Noted A# - Customer Signature o r — .- _. , Date Co i MOO $ 9 Landlord Signature 411111.11 �� ?. - to Date _ �. _....,�...--�_.-._. ti_On 'e—tire�� _ ,F i r R . Exterior .w Signs 9'0" „� 144S 1. i u 6 Public Storage 7600 SW Atlanta Tigard,OR EAST BUILDING ELEVATION This drawing is intended to provide a rr II r,preltntion of it lin:�l CENTER LOADING PANELS SCALE: 1/16°=1'-0° l .Fasts and 8 OVER DOORS u I may not be represented r..rarlly as Oa y will be tubrioclr0. Colors on prick may not accurately do pig.; treclfic color, 10 of 11 exterior AG"a TUBE ART GROUP Portland Office 9243-A SE International Way _nig' Milvuaukie,OR 97222 LU l,, i+ti. 503.653.1133 ' LU > 4,0 800.562.2854 'CC ' Fax 503.659.9191 co in This original artwork is protected 4� under Federal Copyright Laws. Q;} < `�' Make no reproduction of this - l''' --- t- -I design concept without permission 6i. from Tube Art Group. Ctiw 18771 LU _.____,..._.. Customer Number PEAFFLE STREET re 136254 1C ....tk 7-7CPC3 Quote N.:rn Ler 136254 Publilc Storage r7 File Name Allan Conant 9 ,ry 5nle;person , Deb Tolke Drawn By .x III Checked By PROJECT SITE April 8,2019 Daie R5 July 29,2019 3 0 t \\\\\',0 CAR a TOYS C3 4, Revisions A 'Ir; •1 : N„,„,,,, I I Approved [ I Approved With Changes Noted rek/1 - - •7 ZL III AT �L NT� � Customer Signature �- Date Landlord Signature �a /� /� BABIES Date COSICO GAS °R. US Exterior Signs Public Storage .. ... ,. N 7600 SW Atlanta ulgBlx+r *0,144tom a f ,- ill\ Tigard,OR ibis Or),,tiq Is Intended to provide a a MI/ rrallonable.roVesontat,onof thv final 10,10falLtifi d articlr Fattenera and v..,ntt pi Material,.mar not t,e I gie,.. nted i,,ctly as they will be fabr iCatell. . - Color on Orions nlav not accuralcly dr:Mei ,r,ific colors. 11 of 11 exterior WALL SIGN DESIGN Scope of work is for the design of the connection of the wall sign to the existing structure only. See last two pages for structural notes. Input Data: RECEIVED ASCE 7-10-Components and Cladding 1 C C Wind Speed,V= 120.00 mph SEP 17 2019 Risk Category= II Exposure Category= B Sign Height= 60.00 ft(max) CITY OF TIGARD Topo.Factor,Kzt= 1.00 BUILDING DIVISION Direct.Factor,Kd= 0.85 Corner Zone:Yes Resulting Parameters and Coefficients: Wall External Pressure Coefficients,GCp: GCp Zone 4 Pos.= 0.90 ����� FR�FFss GCp Zone 5 Pos.= 0.90 INF GCp Zone 4 Neg.= -0.99 GCp Zone 5 Neg.= -1.26 72 SPE No gap between sign and building +GCpi Coef.(PIP)= 0 , a= 7.00 - 4".G0N o ti Kg = 0.85 �l,= 1200 / RY p 8 rt. qh= 15.98 psf =0.00256*0.85*1*0.85*120^2*(0.6,allowable) JOSEPH MPS Wall Pressure for Anchor Design: EXPIRES: 12-31-2020 F= -20.13 psf =(-1.26)*15.98psf Sign Dead Load= 4.00 psf(max) Appx.Weight= 684 lb =4psf*171.1 Fastener Capacities: Tc= 645 lb Vc= 736 lb in in Max trib.area= 27.07 ft2 =1/(((20.13psf+4psf*3764")/6451b+4psf/7361b) Sign Geometry: Height= 5.83 ft(max) Width= 29.33 ft(max) solid= 100% Area= 171.1 ft2 =5.83*29.33*100% Depth= 6.00 in(max) add'I ecentricity= 0.00 in Vert.Mount Couple= 64.00 in Space anchors around perimeter of sign #of fasteners= 7 required(min.) 3/8" DIA. HILTI KBTZ WITH 3 1/2" Fastener spacing= N/A EMBED INTO CONCRETE WALL, • TYPICAL (16) LOCATIONS AROUND Provide 3/8"dia.Hilti KBTZ for every 27.07 sqft.of sign area PERIMETER OF SIGN. (APPX. 4' O.C.) 29'-4" 0 Public Storage® in 9570 SW Barbar Blvd Project Name Public Storage Wall Signs Project# 191143 Suite One Hundred Portland,OR 97219 7600 SW Atlanta Street, Tigard, Oregon Location 9 g Client Tube Art Group MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJMpJ 9/16/19 1 of 4 www.miller-se.com By Ck'd f Date Page ENGINEERS WALL SIGN DESIGN Scope of work is for the design of the connection of the wall sign to the existing structure only. See last two pages for structural notes. Input Data: ASCE 7-10-Components and Cladding Wind Speed,V= 120.00 mph Risk Category= !! Exposure Category= B Sign Height= 60.00 ft(max) Topo.Factor,Kzt= 1.00 Direct.Factor,Kd= 0.85 Corner Zone:Yes Resulting Parameters and Coefficients: Wall External Pressure Coefficients,GCp: GCp Zone 4 Pos.= 0.90 GCp Zone 5 Pos.= 0.90 c GCp Zone 4 Neg.= -0.99 � PROF GCp Zone 5 Neg.= No gap between sign and building \�` G t N +GCpi Coef.(PIP)= 0 4(, a= 7.00 72 5PE zg= 1200 Kh= 0.85 I qh= 15.98 psf =0.00256*0.85*1*0.85*120^2*(0.6,allowable) Vn - •'"GON Wall Pressure for Anchor Design: 9p1,/�ARY o 8 �Q - F= -20.13 psf =(-1.26)*15.98psf JOSEPH ' Sign Dead Load= 4.00 psf(max) Appx.Weight= 1073 lb =4psf*268.2 EXPIRES: 12-31-2020 Fastener Capacities: Tc= 645 lb Vc= 736 lb in in Max trib.area= 27.12 ft2 =1/(((20.13psf+4psf*3"/81.75")/6451b+4psf/7361b) Sign Geometry: Height= 7.31 ft(max) Width= 36.68 ft(max) %solid= 100% Area= 268.2 ft2 =7.31*36.68"100% Depth= 6.00 in(max) add!ecentricity= 0.00 in Vert.Mount Couple= 81.75 in Space anchors around perimeter of sign #of fasteners= 10 required(min.) _ Fastener spacing= N/A 3/8" DIA. HILTI KBTZ WITH 3 1/2" EMBED INTO CONCRETE WALL, Provide 3/8"dia.Hilti KBTZ for every 27.12 sqft.of sign area TYPICAL (22) LOCATIONS AROUND PERIMETER OF SIGN. (APPX. 4' O.C.) 36'-8 1/8" - Pub ic Storagef�- ‘I. 9570 SW Barbur Blvd Project Name Public Storage Wall Signs Project# 191143 Suite One Hundred Portland,OR 97219 7600 SW Atlanta Street, Tigard, Location 9 � Oregon Client Tube Art Group MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJM9/16/19 9/16/19 2 of 4 www.miller-se.com By Ck'd L P Date Page ENGINEERS • GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL • ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. • THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. IN ACCORDANCE WITH SECTION 1704.2 EXECPTION 1, NO SPECIAL INSPECTIONS ARE REQUIRED FOR POST- INSTALLED ANCHORS AS THE LOADING IS A MINOR FRACTION OF THE CAPACITY OF THESE ELEMENTS. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. PROie <‹- `4' ‹- 72 5PE GON oo .i ✓OSEPH ' ' EXPIRES: 12-31-2020 9570 SW Barbur Blvd Project Name Public Storage Wall Signs Project# 191143 Suite One Hundred A Portland,OR 97219 7600 SW Atlanta Street, Tigard, Oregon Location g g Client Tube Art Group MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJM / p j 9/16/19 3 of 4 www.miller-se.com By Ck'd / f Date Page ENGINEERS DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA RISK CATEGORY II WIND DESIGN DATA BASIC WIND SPEED (3 SEC GUST) 120 MPH EXPOSURE B POST-INSTALLED ANCHORS ANCHORAGE ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT FOR THE ANCHOR. ANCHORS ARE NOT TO CUT THROUGH ANY EXISTING STEEL REINFORCING. ALUMINUM ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM FILLER ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT CORROSION. ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY(AWS) D1.2.WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL BE BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. ALL FASTENERS IN CONTACT WITH ALUMINUM TO BE HOT DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. 3ED PR°Pe G NF�/0 44/ 72 SPE Vc,' - •"GON / ti° O �/f 4Ry oa �Q� JOSEPH MPS' EXPIRES: 12-31-2020 9570 SW Barbur Blvd Project Name Public Storage Wall Signs Project# 191143 Suite One Hundred Portland,OR 97219 7600 SW Atlanta Street, Tigard, Oregon Location g � g Client Tube Art Group MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJ MCk'd L P 3— 9/16/19 4 of 4 www.miller-se.com By Date Page ENGINEERS