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Plans ,/`"' 4. 4 r `"4 Dr iv Pow E2 s ToccLE aocr- • 02 '/y" DrR. s'IltiPcor,1 SOS 84.1,71eP, T C ' I I `-1. x— — — — _ _ t— - — - : : : ii 5 — —J. Y - O 4/- y o. c. Th. SIGN ELEVATION — ) NOTES: crr OF TIGARD 1. SCOPE OF WORK IS FOR THE REVIEWED FOR CODE COMPLIANCE CONNECTION OF THE RACEWAY TO THE EXISTING Approved: t STRUCTURE. OTCs 2. SEE FOLLOWING PAGES FOR Permit#: 7/'26 1`, — STRUCTURAL NOTES. . Address: 729' Suite#: � p PRDFF B3: 17_61 Dates , t I- _ _GIN R 725,-:! .� OFFICE COPY c, 4, •'+ ' ' c IG R "Fa' a ,sE?N 1 EXPIRES:12-31-201{7 I S S. _ Western Bike Works Wall Sign 141079 o ect Name Project # i Ma c'• ;-,c�: '72-3'1'4'2 7295 SW Dartmouth Street Tigard. Oregon Location MILLER Security Signs C'ient CONS r,',-' (543)245-1250 ENGtNEE:s Fax 245-1395 By CAI Ck'd LPS Date 12/11/14 Page 5 I of3 r 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. CONTRACTOR, TO VERIFY ALL CONDITIONS_PRIOR,TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR—ME PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. - ft BUILDING CODE ALL PHASES OF THE WORK SHAD CONFQRM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE. BASED ON THE 2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS. UNLESS NOTE tT"O €2'i�1T T E.' .,„ :. ._,....� .:, ,.,...- - .,_ .. ..%, c. PRpFF Ili cc /25 -E •;.c N ,` ti�lFS �05.?°;JQ� 'SEPH 0 • EXPIRES: 12-31-2016 I 4 a� SW _a' = Western Bike Works Wall Sign Project Name Project # 141079 A S 'e e 3 y 1° 972'2-54'2 Location 7295 SW Dartmouth Street. Tigard. Oregon MILLER C'ient Security Signs co,.s:;:.rve (503)246-1250 V •Nc=-es Fax: 246-1395 By CJM Ck'd '-I Date 12/11/14 Page S Z of 3 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] [5356] 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. is,.c� v N EF'P SAO ei /-72 'A SPE , y 1 9"re: q CS,�� �A� 'JOSE P H 0%�' EXPiRES: 12-31-201b1 s,,; 23.2,. Western Bike Works Wall Sign 0 `y d e, Protect Name P,o:ect 141079 °''''''':' ,�� s7z Q. c 2 7295 SW Dartmouth Street. Tigard. Oregon Locat o MILLER Security Signs C'e coNsuLT,NG (503)246-1250 e ti G E E S a B CJM 12/11/14 j.z...> of 3 Fax: 246-13„5 y Cr'd Date Page WIND LOADING ANALYSIS-Wall Components and Cladding Scope of work is for the deisgn of the connection of the wall sign to the existing structure only. Input Data: ASCE 7-10 Wind Speed,V= 120.00 mph Bldg.Classification= II (Table 1-1 Occupancy Category) Exposure Category= B B Ridge Height.hr= 23.00 ft.(hr>=he) Eave Height,he= 23.00 ft.(he<=hr) Building Width= 50.00 ft.(Normal to Building Ridge) Building Length= 50.00 ft.(Parallel to Building Ridge) L Roof Type= Monoslope (Gable or Monoslope) Topo.Factor,Kzt= 1.00 Plan Direct.Factor.Kd= 0.85 Enclosed?(Y/N) Y Hurricane Region? N l? Length= 25.00 ft hr T Height=i 1.60 ft Effective Area.Ae=1 40.1 ft2 (Area Trbutary to C&C) —'- Resuttina Parameters and Coefficients: L Elevation Roof Angle,9= 0.00 deg. ���ti0 PRCrFs � G 1 E�c s/a Mean Roof Ht.,h= 23.00 ft.(h=he,for roof angle<=10 deg.) w Wall External Pressure Coefficients.GCp: a 25 GCp Zone 4 Pos.= 0.80 GCp Zone 5 Pos.= 0.80 GCp Zone 4 Neg._ -0.89 n O• e N . GCp Zone 5 Neg.= -1.07 y 1 q•✓a II" E'•If z<=15 then: Kz=2.01'{15/zg {2/a}, If z>15 then: Kz=1.01'(zhg)"(2/a) IO$EP;{E•••— a= 7.00 (Note:z not<30'for Exp.B.Case 1) Kh= 0.70 (Kh=Kz evaluated at z=h) EXPI FcES: 12-31-201 Velocity Pressure: qh= 13.17 psf qh=0.00256'Kh•KZYKd'V"2x0.6 (qz evaluated at z=h) Wall Pressure for Anchor Design (allowable) Design Net External Wind Pressures: F= -11.78 psf Sign Dead Load= 4.00 Jpsf(max) Fastener Capacities: Tc= 70 lb Vc= 120 lb offset= in o.d.of spacer= in Max trib.area= 4.96 ft2 =1/(((-11.78'-1)/7olb+4/1201b) . 04- aH " u,,,,Prow S i S s wS Provide 0.25"dia.Powers Toggle Bolt for every 4.96 sqft.of trib. S 7 fy c.E L f r pC Ta P ear.: J. 9570 SW 8a•.:. = fid Western Bike Works Wall Sign 141079 Art SLi ,e One a - p Project Name Project # crt!and, .P 972'9-5412 Location 7295 SW Dartmouth Street.Tigard, Oregon MILLER Security Signs Client ONC:::T N3 (503)246-1250 CJM 12/11/14 of ` E N s .E_-R s Fax: 246-1395 By Ck c LIS- Date Page q(et - 25'-0" RECEIVED 0 5.. 5.. QjOlt e'er Logo and Channel Letter DisplaylAN 1 5 2015 SECURITY Face lit on raceway. SIGNS _� _ CITY OF TIGARD Quality5ince 1925 ;;;;:::i:e::i:::::1 ::i wall _iNG DIVISIOt lic, with applied 3M 230-44 Orange vinylto logo and 'BIKE'. HA'R Wa INTFRNIITIONa Trim Cap: 1" White and Orange Jewelite acN.Nwaalw� End CITY CODE 15%of the wall Returns: Aluminum, 5" Deep,White and Orange. "rr� O View WALL DISPLAY —50.00 S Ft. I ALLOWANCE Backs: .040 Aluminum, re coat White PoR aw�wo�ai Sq. 103.50 S•. Ft. pre-coat Scale: 3/8" = 1'-0" Illumination: White LED's. PROJECT MANAGER Colors Kathryn Caine Raceway DESIGNER White Lighting Acrylic Material: Aluminum, 5" deep, paint to match fascia. A. Rossi i ■ 3M 230-44 Orange W E S T E R N B I K l.. WORKS WaII Type: PROJECT NAME White Jewelite/White Returns Wall Type:Wood. Mounting: Lags or appropriate hardware. ., L fh ■ Orange Jewelite/Orange Returns Power Supplies: Raceway mounted. p E. (ti Night View ■ PTM Fascia Primary:One dedicated 120v/20amp circuit required. 1 se r ce z p0 .4 60'-0" .- N to 3 0- I- 30'-0" crj PAGE DESCRIPTION T- Wall Display o t . W ESTER N BI I( WORKS , REVISIONS 011/6/14 cr m - Layout revision. Remove/Dispose - - } I O t;') .1: 1 N 1 ' L C Copyight 7011 Security es' , In igro Inc.J E F F k E� ALLEN � UNlRg zed use, redu and/or HOhE a GARDEN : F All tend er the infinyg er liable for up to 5150,000 in Statutory Damages, plus attorneys fees and costs,f,each "' k- ii 111 Act In1g7 U 5 C.41&504) U.S.Copyright Ths sgn s nterWed to be nstallad i ano/or oche, de Nat wnn the+egtrl Code o'ATCa 600 l • 1{ r applcablet local Eodeac Ths�nc modes pmpe• t , < I l ` 1( 9'oundngaM bmd'ng tithe sgn ';a APPROVALS a ;e .r .1 r: _ __... Client Signature 411 9 t y + a t �,}r ''....'7 ,� ; Landlord Signature t f f F ;,.. 1 r I ,r t + „�`�--- DATE: 11/6/14 Existing Proposed PAGE#: 1 of 3 QELEVATION—30 x 23 = 690 x 15% = 103.50 DRAWING #: Scale:None 14-ar500r1 a SECURITY SIGNS Quality Since 1925 - I 7p - - - 24245E Holgate Boulevard A Portland,Oregon 97202 ~, 503-2324172 fax503-230-1861 'If - _ - • " �''` i- www.securitysigns.com — _, ,� r � • i '__ OR CCBN 122809 WA SECUR51020CF '::: ;w werNIM Ei6r COUNCIL O 4 �' -° PROJECT MA AGER� e C w t �• y Kathryn Caine . 'T . iip A Rossi r'" :sew+ PROJECT NAME 4 1;91 e °F I 33 ... if IV -s' ►- s Y S M 4 dill I w � - 1p. ",1, _ 4, ,,,,,.....„:„....._ 4 ,,,,.. .„,,,,,,,i,,, , ,,. „.L. 3 ;I:• �. . w a.. - ••• •'-••e, i ,°- - ik. .• � , AZ i PAGE DESCRIPTION e. Site Plan R REVI 10/17/14 1 -... _ Lr A NA 3 sa >. > t a7f.. � ...• � a . .i I tt . he„tow _.... At:____ z: '" •.+ ., `• ) OCo Copyright Security Signs,Inc All�-" - `4 l �' - Unauthorized reproduction.and/or ► "; +- � display shall render the Infringer liable ,' , . .. `-. f up to 5150,000 in Statutory Damages �.v . .." .- for ea ,, •z - - p o pl�attorneys fees and costs, ch ' ^ - ;•- St,z -t '7, ngement,under the U.S.Copyn9ht .+ .. ( t �E. _ Act(17 U.S.C.412&504) -)lay . y,. rn: . ntend� m n:t>iea c ♦ __ d wrt Eec[u,cm o&o a h00 r,. xror n or of er ;♦ . „, - "" m - „,. o ca Nat loran co�x Thti�nclutln proper •- ' �r1y, y> P x,acrd borsH oftM ngn 1 S APPROVALS Client Signature © Landlord Signature SITE PLAN DATE: 11/6/14 Scale:None PAGE#: 3 Of 3 DRAWING#: 14-ar500r1