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Plans an WALL SIGN DESIGN RE IV 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. ►AN 27 2020 Input Data: 16'-10 t/2" ASCE 7-16-Components and Cladding "� �.p[ Wind Speed,V= 98.00 mph ' el , w � eIO �� Risk Category= II 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: °O -' GCp Zone 4 Pos.= 0.90 F--. GCp Zone 5 Pos.= 0.90 GCp Zone 4 Neg._ -0.99 GCp Zone 5 Neg._ -1.26 ' O —_- No gap between sign and but ing .•n +GCpi Coef.(PIP)= 0 a= 7.00 zg= 1200 Kh= 0.85 qh= 10.66 psf =0.00256*0.85*1*0.85*98^2*(0.6,allowable) Wall Pressure for Anchor Design: F= -13.43 psf =(-1.26)*10.66psf L2x2x1/4 angle, Sign Dead Load= 4.00 psf(max) typical in each Appx.Weight= 520 lb =4psf*130.1 yp Fastener Capacities: corner of sign Tc= 1210 lb Vc= 1090 lb OFFICE COPY zo in • in Max trib.area= 66.62 ft2 =1/(((13.43psf+4psf*3.5"/48")/12101b+4psf/10901b) Sign Geometry: Height= 7.71 ft(max) (2) 3/8"diameter rods % = 100/d= 16.88ft(max) embedded through siding solid0%o Area= 130.1 ft2 =7.71*16.88*100% with 3" minimum into existing Depth= 7.00 in concrete wall with Dewalt add'lecentricity= 0.00 in AC100+ gold epoxy, typ. CLIP DETAIL Vert.Mount Couple=, 48.00 in Space anchors around perimeter of sign #of fasteners= 2 required(min.) Approved plans Fastener spacing= N/A _ shall be on job site. Provide Rod with Dewalt AC100+gold epoxy for every 66.62 sqft.of sign area CITY OPTIGARD REVIEWED FORODE COMPLIANCE Approved: [✓] • ,`��ED t PROF�Cs�/ N4G OTC: E� O � � 7252 PE "P Permit#: Qom. Z,O — OOD I Address: `7(pO0 A}' avgio--Sk N o Suite #: Date: i �lFs J v o a P`�0 By: — OSEPH EXPIRES: 12-31-2020 9570 SW Barbur Blvd Project Name Extra Space Storage Signage Project# 200077 Suite One Hundred at Portland,OR 97219 illa Location 7600 SW Atlanta Street, Tigard, Oregon Client Tube Art Displays Inc MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJM L PS- 1/24/20 1 of 4 www.miller-se.com BY Ck'd Date Page ENGINEERS 'WALL SIGN ANCHORAGE CAPACITY TABLES:Scope of work is for the anchorage of the raceway to the supporting structure only. LOADING CRITERIA:(ASCE 7-10) _.____ 3-second gust Speed 98 mph(max) Exposure B (max) xi Risk Category II (max) GCp= -1.40 qh= 8.8 psf _ F= -12.3 psf Sign Dead Load= 4.00 psf(max) .. ..___ _.. ......__._.__. ........o-_._.....__._ _.._.. ...._�..._ .. ............... ......... ........... - -.j x d= 8 in(min) z3 Horiz.offset,x1= 7 in(max) ...._. Vertical offset,x2= 4 in(max) ____, The area used in the'area per anchor'column of the table is the actual solid area of the sign(including the raceway). Take the total solid sign area and divide by the'Area per anchor listed in the tables to determine required number of anchors. Anchor Capacities: DIRECTLY AGAINST Brick STRUCTURE Fastener Options: ----- 1)Dewalt AC100+Gold Epoxy,3 1/2"minimum embed into brick 2)_Hilti HIT-HY 70 Epoxy,3 1/8"minimum embed into brick x1 Anchor Size Brick Area per 2" Tensionr3i Shear(3) anchor,ft' �_ .....�.... MAX 0.25 200 200 16.8 0.375 200 200 16.8 x 0.5 200 200 16.8 [............... Notes:1)Anchors to be spaced the lesser of a minimum of two bricks or 8"from other anchors or edges. '� ------ ----2)Anchors to be installed in sound,undamaged brick with sound,undamaged mortar joints. 3)Fastener capacities in brick are limited to the assumed capacity of the material. _"......... THROUGH NON-STRUCTURAL FINISH - Solid area of sign(including raceway): 70.00 ft2 Allowable area per anchor: 16.8 ft1 per anchor minimum#of anchors: 5 anchors(min.) Use 16 anchors (2) 1/4" diameter rods embedded 3" minimum into existing brick veneer with Dewalt AC100+ gold epoxy at 4' o.c. Typical at approximate locations shown. '- 28' 0" -1 i C- Oo � , ' o C � D a � .. 8 d Q liiil �r a� ,*.0 PROFFs G ) N F� /0 � 7252 PE •P ..---- General Notes: 1)Unless there is an anchorage option for non-structural finishes,there is to be no gap between the structural support and the sign framing. 03 2)Tables are for the anchorage of the sign to the building only.The design of existing structure and sign framing is not a part of the scope of these tables. N O 3)Waterproofing of the sign and the connection is to be designed by others, y G Q 4)When using a manufactured fastener,follow all requirements and recommendations listed by the manufacturer. n y 0$ , Q` 5)Materials exposed to the weather or in contact with aluminum to be adequately protected to prevent corrosion. A �``\\ 6)Tables assume sign is located in a building corner zone and that the center of the signage is located above the center of the raceway. JOSEPH MP Qv 7)If the sign is located outside'0.1'building width'from the corner,multiply the square footage values in the table times 1.25. 8)The anchors are to be equally distributed along the top and bottom of the raceway. 9)A minimum of two fasteners are required at the top and bottom of the raceway and the hoizontal anchor spacing is not to exceed 6'o.c. EXPIRES: 12-31-2020 9570 SW Barbur Blvd Project Name Extra Space Storage Signage Project# 200077 Suite One Hundred Portland,OR 97219 IlkLocation 7600 SW Atlanta Street, Tigard, Oregon Client Tube Art Displays Inc __ MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJM �.P� 1/24/20 2of4 www.miller-se.com By Ck d 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 WELDS OR 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 2019 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. PROFFss/ t4. NF� <' 7252 PE 'P N o \ OSEP2 2L ti° N \\1*a EXPIRES: 12-31-2020 9570 SW Barbur Blvd Project Name Extra Space Storage Signage Project# 200077 Suite One Hundred Portland,OR 97219 Location 7600 SW Atlanta Street, Tigard, Oregon MILLER Client Tube Art Displays Inc Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJ M , 1/24/20 3 of 4 www.miller-se.com By Ck d 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) 98 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. .\qv PROF GIN �N F O 7252 PE - N Fs✓ OSEPH EXPIRES: 12-31-2020 9570 SW Barbur Blvd Project Name Extra Space Storage Signage Project# 200077 Suite One Hundred ES Portland,OR 97219 Location 7600 SW Atlanta Street, Tigard, Oregon Client Tube Art Displays Inc MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 CJ M L P� 1/24/20 4 of 4 www.miller-se.com By Ck d Date Page ENGINEERS e3 ai"Zo-o0o A.9 South/Sign #1 7c.0o S(t/ .4Tl.4.c/TA Sr #2500-106 Brilliant Vinyl OFFICE COPY AG Dove Grey TUBE ART GROUP • Trim Cap �\ #' �• A - , ,,,ss-� Portland Office 4243-A SE International Way Gloss Manufacture and Install One Set of Illuminated Channel Letters on a Raceway JAN 2 7 �0� Milwaukie,OR 97222 503.653.1133 Letters-3/16"white acrylic faces with first surface translucent vinyl,#2500-106 Brilliant Green"Extra Space". ,.�� ; I' 800.562.2854 �.���_ �` �Via-:�� �., Raceway Storage is white acrylic. 1"trimcaps painted Dove Grey. , �+ Fax 503.659.9191 5"deep.040 pre-coated black aluminum returns, .063 pre-coated black aluminum backs. ix�iC1311�, 1� Pantone Cool Gray 11C Paint interior of letters with light enhancing paint.1/4"weep holes,two(2)per letter.Letter supports of.090 This original artwork is protected under Federal Copyright Laws. aluminum, painted to match raceways. Raceway-4 1/2"x 7".090 fabricated aluminum,painted Pantone Cool Gray 11 C.Rawer supply mounted in raceway. VA�{DITY OF PERMIT Make no reproduction of this Illumination design concept without permission US LED SV3-3-12-W 12 W or equivalent. THE ISSUANCE OF A PERMIT from Tube Art Group. BASED ON CONSTRUCTION . DOCUMENTS AND OTHER 18771 DATA SHALL NOT PREVENT Customer Number THE CODE OFFICIAL FROM 136254 REQUIRING THE CORRECTIONt+1� Quote Number �5"� 28' 0 i OF ERRORS.OSSC 105.4 136254ES Extra Storage r8 File Name 4 f/2n` n ® 1 Allan Conant LI I' Salesperson i —F- 7 a O a !IA- 7:-.- 1 ®� Deb Tolke � \ Drawn By 2 Side View EEllevationView-Wall Sign 71.98 SQ.FT. Registered mark-.090 aluminum,painted Satin White. *'*`'`ked By C� Scale: 1//4"=1' 0" Scale: 1/4"=1' 0" Stud mount to wall. November 5,2019 Date .090 aluminum December 23,2019 letter support January 14,2020 r8 N/ lii ( 1 Raceway I lApproved 1, [ IApprovedWithChangesNoted '� I\ oil �� c J customer SienrrtOre —. Date 1 Landlord Signature 1 J Date Exterior © Bracing Signs NTS Extra Space Storage -4. ill 3 1 i 7600 SW Atlanta A Tigard,OR 1) This drawing Is intended to provide a reasonable representation of the final r? ?/ manufactured article.Fasteners and seams in materials may not be represented \\\b exactly as they will be fabricated. Colors on prints may not accurately depict specific colors. 1 o f 8 exterior North, East&Vest/Sign #2, 3 &4 Digital print to match AG #2500-106 Brilliant Vinyl TUBE ART GROUP • Manufacture and Install Three (3) S/F Illuminated Flex Face Wall Signs Portland Office White Cabinet:C4 x 2 x.150 aluminum c-channel frame perimeter,1.5x1.5x1/8 aluminum backbracing, .125 aluminum skin,L2x2x1/4 aluminum cabinet joints,Sign Comp 2104 Single Face Bleed Retro 4243-A SE International Way Milwatikie,OR 97222 - Frame Body and.125 aluminum fabricated retainer. .040 pre-coated white aluminum back (mount inside of cabinet,frame exposed on backside).Paint retainer and returns SW7067 City Scape. 503.653.1133 Black Faces:White flex face material with first surface direct print graphics.Clips into frame. 800.562.2854 Fax 503.659.9191 - Illumination:GE Tetra Max 6500 White LEDs.Locate power supplies near internal bottom of cabinet. Installation:Attach flush to wall with welded on angle clips painted SW7067 City Scape and studs.SW 7067 This original artwork is protected under Federal Copyright laws. Cityscape Make no reproduction of this 16'-10 1/2" _ - design concept without permission from Tube Art Group. 7' CI : '''' 18771 _ Customer Number :4-- 4 18771 �.. � : � '. Quote Number N ii t ,,. ra ace ... X ,. 136254ES Extra Storage r8 00 ti File Nanie _ °► Allan Conant 'S tora 1_,.. : ,' s Salesperson � �� 6 �i"P DebTolke r Drawn By Checked By 0 November 5,2019 December 23,2019 O2 Side View Elevation View-Wall Sign 130.07 Scale:1/4"=1'-0" O Scale:1/4"=1'-0" itaisionb [ ]Approved 7. [ ]Approved With Changes Noted 4' 4 .125 aluminum skin- • .125 aluminum retainer all welds to be ground and sanded costumer Signature 3 3/4" .�' smooth to create seamless look r Sign Comp 2104,weld to frame (except at cabinet joints) Date Landlord Signature cV Dale T N _= G Exterior s .040 pre-coated white aluminum back Signs face M White LEDs Extra Space Storage [ 7600 SW Atlanta Tigard,OR Thireas n a le is intended to provide a „.7111416 0 71141 reasonable representation of the final -- ina"ater ared aytnot eaxepre e aed seams in mttearts may not ee rbpcesedted exactly as they will be fabricated. Section View Logo )\ri- r° Colors cocolorsprints may riot accurately depict specifi . 3 O Scale:1/2"=1" �I 2 of 8 exterior center over windows 120'-0" 120'-0" 120'-0" AG ■ �• ` Storage TUBE ART GROUP y } Portland Office I, 4243-A SE International Way _ "' - (4.9 Milwaukie,OR 97222 . i I 503.653.1133 f 1 i I I(( it 800.562.2854 I tO Fax 503.659.9191 - z a. This original artwork is protected - I f f (. under Federal Copyright laws. l [ rn —I '4t- Make no reproduction of this a design concept without permission CO from Tube Art Group. I 18771 111 .- REFERENCE DATUM °Stonier Number ...._.." ERENC — 136254 - t �^ p tr iiou•Number 136254ES Extra Storage r8 . LOWEST GRADE -- Allan Conant .dr-,-ir=ccu DebTolke SOUTH BUILDING ELEVATION Deb olk SCALE: 1/16"=1-0" ,t.. Checked By November 5,2019 t?rttc 182'-0" December23,2019 a r r t. -';,'''''1::''''':ri:i.,,,,,,4.,w,,,,li''':!: ._../ig o E�xtrra Space Storage1 ji [ ]Approved [ ]Approved With Changes Noted l., ,- Customer Signature Si n. ,�� cn a Date Lc) writ ' all ft IF CO t p Landlord Signature • h f - 6 >[ .._.- .-.,'.M- .�............ : Date 4 Exterior Signs Iu. Extra Space Storage -,: 7600 SW Atlanta WEST BUILDING ELEVATION Tigard,OR n— f n81 This drawing is intended to provide a SCALE: 1/16 —1 -0 reasonable representation of the final manufactured article.Fasteners and seams edge of building in materials may not be represented Ilk ILII‘A, exactly as they will be fabricated. i C1C / olors on prints may not accurately depict O vecifie colors. (A1 6of8 \\ exterior 151'-0° 38'-7' _..._____. ev AG ;; ,�', TUBE ART GROUP ExtraSpace Portland Office Storage, 4243-A SE International Way Milwaukie,OR 97222 1 503.653.1133 3 800.562.2854 Fax 503.659.9191 b N a. This original artwork is protected o under Federal Copyright Laws. m Make no reproduction of this design concept without permission from Tube Art Group. t, 18771 Customer Number 136254 iuvh,Number NORTH BUILDING ELEVATION 136254ES Extra Storage r8 SCALE: 1/16"=1'-0" Name File Allan Conant Sale:pfi r,cn Deb Tolke Drawn By r. Checked By November 5,2019 December 23,2019 182'-0" _. 1111 I - it�raSpace � OrageR [ ]Approved [ ]Approved With Changes Noted a y. Customer Signature a n w, c5 Date it f I7a"' - f. £ P Landlord Signature = M Date f . , . t 3 I Exterior Signs V 1 , ^� Extra Space Storage 7600 SW Atlanta 1 Tigard,OR - - - - - -_"-- -- Thi drawing is intended to provide s EAST BUILDING ELEVATION reasonable representation of the final SCALE: 1116"=1'-0" 14141) This dr<.Iared article.Fasteners and seams in ins lyrists may he represented 461h4elia 0 F;t scaly as they will be fabricated. �c Colors on prints stay not accurately depict 2specific C°I°r5. ..\\\R)I7of8 . . exterior AG TUBE ART GROUP / Portland Office ✓l', t v f� ,�'`f 4293-A SE International Way (r F` 4 ?` °`) Milwaukie,OR 97222 503.653.1133 L LULb `�I k 800.562.2854 Fax 503.659.9191 f r' I- CC F. r II This original artwork is protected CO) Zry �..✓`xJ under Federal Copyright laws. W ,�' i Make no reproduction of this f`. design concept without permission CO t1'+ V f... from Tube Art Group. _ C r_; CC �. { r, _ 18771 `=' Customer Number f.,. al 136254 PFAFFLE p .r'' Quote Number [�C"'A`1! LSTREET ,F'- {C{� 136254ES Extra Storage r8 r^-I Fur Name II �I +' lil _ F Allan Conant r f ,-_ry, DebTolke r L rasvn By \\:\ ,..."' 7 ,\I ". Checked By _: Neeember5,2019 \ \ "' CP ...7 !'fr ' PROJECT SITE December23,2019 . � dr III i Obi '�✓1 f-``f 2,+, '" ,ram, -,,lki5 \ s �'+ Revisions �` `fJ 4.i1j5�' $ ti [ ]Approved .,.'� lJ [ ]Approved With Changes Noted �.- TOYS , \,..P....A.4 — Customer Signature C/ g c.\,, f ATL- YT � ,1 . Date Landlord Signature Date BABIES COSTCO GAS 'R US Exterior Signs IExtra Space Storage i 7600 SW Atlanta ' N Tigard,OR 1 il EDThis drawing is intended to provide a reasonable rcprcentation of the final manufactured article.Fasteners and seams in materials maq not be repre,ented exactly as thay ,will be fabricated. ((''�� �/' Colors on priors may not accurately depict II ( C) �\\C")\7 specific r.olors. \��//{{ 8 of 8 exterior