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Plans a 1. Illuminated Wall Sign 8 ± Sign Cabinet 9. t 8 . Retainer NMI . i IN �j"" -- Fluorescent Lamping `� _~``— Mounting Hardware To Primarylimml �_ (As Required) Junction Box .150" Polycarbonate Face ‘ --0 ''''--''\ ontil ■ tun --......,_ Ballast I1 \ GIS Aluminum Angle NA l✓l• GC 3_ g / 1 CI • Mounting Clip I and Toggle Bolt evI rl ? OA UAW) 1 (As Required) REVIEWED FOR COMPLIANCE Approved: [��J OTC: Sign Cabinet Section Permit#; ,S je;,�T�- _ V■)Q l V\'\" - a 0 ■LS Address. `72 5 4co TIAcp-( E . Suite #: By Date: 47 I. OFFICE CO PY 0 SIGNS . , ... RECEIVED FFB 25 21115 - 12'-10" Wall Display CITY OF TIGARD ©O Manufacture and install one(1)replacement face for existing S/F wall , NNINGIENGINEERING SIGNS Colors Scope of Work:Remove and dispose of existing face. Install new display. 2724SE wJgm Boulevard lerortland,aagongno2 3M 2304 Orange 501232-0172 fax50 3.2361961 Matnlak.150 White Polycarb with applied 3M 230-44 Orange and 3M 230-22 Black vin WESTERN WORKS y pp g y. ■ in a 3M 230-22 Black Etto 1=4 Wall Type:Wood. White Polycarb Mounting:3/8"Lags every 32"on center. Minimum of three(3). ,I... Primary:One dedicated 120v/20amp circuit required. PROJECT MANAGER Kathryn Caine O REPLACEMENT FACE—47.10 Sq.Ft. DESIGNER A.Rossi Sole:3/8"-1'-0" PROJECT NAME City Code:15%of Will 23 x 60-1380 x 15%-207 Sq.Ft. 60'-0" ► I N hI fPf` .e r P F i. l t .. iii a ... ,� v, T r PAGE DESCRIPTION Site Plan W ESTER N B IK E WOR KS REVISIONS ... •2/5/14 no Install option selected Existing—Remove and dispose of face. edg d o.ns.ons O to 'i t" b. )'�� m.sya Ma w i t. LLeww.`tuW�ui Ca ser r.."}{ •a.. ra.rwn y R V. ' J/'�7 APPROVALS i rivr0 3"•:al ,.rs j� r Client Signature Landlord Signature i DATE:2/4/15 PAGE t: 1 of 2 OELEVATION Scale: None NO REMOVAL OR PATCHING REQUIRED DRAWING 8 i 14-ar577r1p ® g • * l7 EZZC6 80'We6i1 OC 5�} 3 ��;a8 I u N 0. 0-_N �§c ',S y.wowY•0 MS S6ZC R !f_ 1 i4¢ m n. Z F g S .- W Z S7MOM3710•031S3M S1 c .1 j a t; °; a e� ,,,, a ' �u Z. o O lIliaaj�: )tl�f N v ;L.! } ZH WNa Asja &z ��° o `_ use az Z{ (E( �lgl�'sp a d ° u � N A A 3 8 i j O¢ a ii 'vi ,. • . 11111i 111 ;$11 Q U J O a O'- 0 miE)• .. s io 8: yr 4 • i. f 1 i 1 i • A ; 7 .iii . o. . :f+ is . • s If a J , '_ ( !t as 5 , wW WIND LOADING ANALYSIS-Wall Components and Cladding Scope of work is for the design of the connection of the wall sign to the existing structure only. Input Data: 1—i-- ASCE 7-10 Wind Speed,V= 120.00 mph Bldg.Classification= II (Table 1-1 Occupancy Category) Exposure Category= B 18 Ridge Height.hr= 23.00 ft.(hr>=he) ;i Eave Height,he= 23.00 R(he<=hr) I Building Width= 50.00 ft.(Normal to Building Ridge) Building Length= 50.00 ft.(Parallel to Building Ridge) L 1 Roof Type= Monosiope (Gable or Monoslope) Topo.Factor.Kzt= 1.00 Plan Direct.Factor.Kd= 0.85 Enclosed?(Y/N) Y • Hurricane Region? N 0. , Length= 25.00 ft hr IIII T Height= 1.60 ft i i h I he Effective Area.Ae= 40.1 ft2 (Area Tributary to C&C) ' . - _L Resultinol Parameters and Coefficients: L glevation Roof Angie,B= 0.00 ,deg. Mean Roof Ht..h= 23.00 ft.(h=he,for roof angle<=10 deg.) Wall External Pressure Coefficients,GCp: GCp Zone 4 Pos.= 0.80 GCp Zone 5 Poe.= 0.80 GCp Zone 4 Neg.= -0.89 GCp Zone 5 Neg.= -1.07 If z<=15 then: Kz=2.01'(15/z2)A(2/a). If z>15 then: Kz=2.01'(z/zg)A(2/a) a= 7.00 (Note:z not<30'for Exp.B.Case 1) zg= 1200 • Kh= 0.70 (Kh=Kz evaluated at z=h) Velocity Pressure: �cn PROFF qh= 13.17 psf qh=0.00256"Kh•Kzt'Kd VA2*0.6 (qz evaluated at z=h) �4\ W 4, Design• Wall Pressure for Anchor Design (allowable) G I N F Design Net External Wind Pressures: �4 4,t F p �y ail F= -11.78 1psf 725 E Sign Dead Load= 4.00 psf(max) S t,y' ' a Fastener Capacities: o° Tc= 70 lb 9�/ Y 0 a ' ti�P� Vc= 120 lb Fs DSEPH �`P�o offset= in _ o.d.of spacer= in EXPIRES:12-31-2016 Max trib.area= 4.96 ft2 =v(((-11.78•-1)/7olb+4/1201b) (Provide 0.25"dia.Powers Toggle Bolt for every 4.96 sgft of trib. rs'-10" X X p, x k x I a1 40+ r n X Y Y X % 95 SW Be•t.• B Western Bike Works Wall Sign - 04 5. e c : "r•va P'&ect Name Project # 150259 lb =-: a-:. D2 972'S 5c•2 LOC8tiOn 7295 SW Dartmouth Street, Tigard. Oregon MILLER Cie Security Signs `3 (503)246-1250 E'.3 N E E,s Fax: 246-1395 By CJM Ck'd '„`) Date 3/18/15 Page of l • IC lZ ' (d` �• . .r )i x K lc vO lc X o M ,6Y"DJ=A . Pot J6AS bcc LE E o cr 1 Tv". 04 Lje-A r=0■1r (TV 12-44C44 L( PLYvJOO ) E1 \ SIGN ELEVATION NOTES: 1. SCOPE OF WORK IS FOR THE CONNECTION OF THE RACEWAY TO THE EXISTING STRUCTURE. 2. SEE FOLLOWING PAGES FOR STRUCTURAL NOTES. <C•Sk9 PRpcFs, N''G 1 N FR .Q 4/ 72525•E lP A o 9r a • 1'# FS 1�OSEPH EXPIRES:12-31-2016 957C SW Barbur Blvd Western Bike Works Wall Sign 150259 Project Name Project Sate One Hundred id% IS =^'•'a^d. OR 971' -5412 Location 7295 SW Dartmouth Street, Tigard, Oregon MILLER Client Security Signs CONSUL-AG (5031246-1250 CJM 3/18/15 C ( of ? E\s \E E=S Fax 246-1395 By Ck d `-'-•� Date Pace GENERAL . I 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. 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. PRare 72525'E A � I o oti 99 ;r oa , II !FS OSEPH MP�Q `� EXPIRES:12-31-2016 • SA s : Western Bike Works Wall Sign 150259 c_.•o P'o'ect Name project # 11111 ,. e 72E '2 LOC2r` 7295 SW Dartmouth Street, Tigard. Oregon :O MILLER C; er't Security Signs cons .- \s (503)246-1250 J • CJM of 3 E_=S Fax: 246-1395 By Ck' 3/18/15 c ' ? Date Page • 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 ANCHORAGE ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTALLATION CRITERIA 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 ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. S\ PRO1cFs I Lc, ‘4 41 A as • ti��� Fs OSEPH �a'� EXPIRES:12-31-2016 57D SW Bert--o rc Western Bike Works Wal! Sign 150259 5..:•, Project Nar'e Project 2 �P 272.9-E 2 7295 SW Dartmouth Street, Tigard. Oregon - Location MILLER Client Security Signs cc%s- 1503!246-'25C CJM 7, I 3/18/15 7` of ',.E E=s Fax 246-'.395 By Ck'd Date Pace