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16-100686February 8, 2016 Joe Giuseffi 3977 Leary Way NW Seattle, WA 98374 0 r t Jim Ferrell, Mayor Jae. iusefflicr brownbear.com RE: File 16-100686-AD; BROWN BEAR CAR WASH SIGN IN UIRY Dear Mr. Giuseffi: City staff has reviewed your February 4, 2016, inquiry asking if the "waving bear' is a sign. The bear as proposed, approximately 70 — 90 feet from the public right-of-way, is not a sign based on the following analysis. The size, scale and location of the proposed approximately five -foot -tall waving bear does not meet the intent and purpose of the Federal Way Revised Code (FWRC) 19.05.190 definition of a sign. Specifically, the proposed five -foot -tall bear is not oriented toward the public right-of-way and is intended to be viewed from patrons already on the premises. In addition, the bear is not providing information or directions to the business. Although the bear may be promoting and identifying the car wash use and business, that promotion and identification would be observed and viewed by persons already patronizing Brown Bear Car Wash. The electronic LED monitor the bear is holding is considered an instructional sign under FWRC 19.05.190 and is an exempt sign not requiring a pen -nit under FWRC 19.140.060(12), up to a maximum size of six square feet. This is an administrative decision on a specific sign code inquiry. If you have any further questions, contact Jim Harris, Planner, at jim.harrisncitvoffederalway.cont. Sincerely, Isaac Conlen Planning Manager c: Jim Harris, Planner Doc I D. 72316 33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 - www.cityoffederalway.com CITY OF .• Federal Way FILE NUMBER ■ & - ! -0— (0 REQUEST FOR ADMINISTRATIVE DECISION DEPARTMENT OF COiMMILINIT), DEVELOPMENT 33325 8'11 Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 .v�.m.cityo ffed-ralway.com E. Date I? — I -- �6 Applicant NAME PRIMARY PHONE 2oCe- BUSINESS/ORGANIZATION ALTERNATE PHONE MAILING ADDRESS E-MAIL 7� C� C=.e,r t�S��; 4 6oWAI CITY STATE ZIP FAX Property Address/Location`�� Description of List/Describe Is Wav � ode Interpretation/Clarification ❑ Critical Areas Letter/Analysis/Peer Review ❑ Request for Extension (Land Use/Plat Approval) ❑ Revisions to Approved Permit ❑ Tree Removal ❑ Zoning Compliance Letter I For Staff Use - No Fee - No Fee (Actual Cost if Applicable) - Check Current Fee Schedule - Check Current Fee Schedule - No Fee - Check Current Fee Schedule q0, Cara Bulletin #079 —January 4, 2016 Page 1 of 1 k:\Handouts\Request for Administrative Decision d fob(08(0 14kI) B 1 C ❑ E F G H I J 6 4 3 K ALL WELDING 81 ' ABO CERTIFIED WELPER WAVING BEAR JOB NO: DW 14-295-02 REVISION: 3 DATE: 04-DEC-2015 PHASE: AS GUILTS dl L. QUIPMENT:SHALL BE I.i.SVE01 �PPROVED By THE -PLE"CTRICA-' DIVISION, ()F T EIF DEP11 OF '?ANNING !6D DEtIlil i' :iP 1-W� tii_ P.iE�'� fCGf��'_I..;I'I't.(W;'ji. CITY OF SEA TTLP 6498398 JEL SIGNS APPROVED Su�je& `r F : and 0MISSIImns By Steve Soi711van NOTE: ALL COMPONENTS OF THE ANIMATRONIC SIGN WILL BE UL LISTED FOR OUTDOOR USE. A THIRD PARTY INSPECTION WILL BE PERFORMED AFTER THE INSTALLATION IS COMPLETE, BUT PRIOR TO FINAL CITY INSPECTION Internally Illuminated signs shall comply with NEC Article 600 and the Seattle Energy Code Section C400 before supplying power to the sign or electrical installation R CEM FEB 0 4 2016 CITY OF FEDERAL WAY CDS NOTE: 24 HOUR NOTICE REQUIRED FOR FOOTD ONSNDATiON INSPE (206) 684-8419 WORKS 11T75 HARBOUR REACH DRIVE 425.493.8309 MUMTED. WA 98275 IF) 425.493.8310 dlllanmrks.com This concept Is the property of Dillon Works. All rights to concept. represented by designs, sketches, comprohenelves, renderings• or other art or graphics presentations created by or for DMon Works, are Itn sde property of Often Works. Any p.rly accepting Wa document dose so In confident. and agrees that It shell not be a�dreeled In Whole or in part MlhoN WIRtun consent of Dillon Works. 6 CLIENT i ' BROWN BEAR CAR WASH ARCHITECT 5 ENGINEER PROJECT WAVING BEAR 4 ELEMENT WAVING BEAR PROJECTMANAGER TB PHASE AS GUILTS DRAWINGTITLE COVER SHEET 3 DRAWN BY: JTGIMLR DATE 12-MAY-2015 REV DESCRIPTION DATE 0 FIRSTSUBMITTAL 06JUN-15 PRODUCTION 07-AUG-15 1 REVISION #1 19-OCT-15 2 REVISION Op11-NOV-15 1 3 AS BUILT 04-DEC-15 2, SHEET 1 ANSI D OF 31 SHEET DW 14-295-02 SM_001 A 7 B C I D F G H I 1 i J Printed by: Mark Rogers 12J4/20151S9 PM E1emsnta114.2952 Wavinp B.erLCAD F11ae1DW 14-2p9A2 Brawr0w_20. MAY49.dWo 0 COPYRIGHT DILLON WORKS 2015. ALL RIGHTS RESERVED 0 r 7 61 51 4 7 2 8 G ❑ E F G H Ji ABBREVIATIONS ABS Plastic (Acrylanitrile Butadiene Styrene) FRP Fiber Reinforced Plastic PC PDlycarbonate AC Alternating Current FT Fact/ Feet POC Point of Connection AFF Above Finished Floor GA Gauge PROJ Projection ALUM Aluminum GALV Galvanized PVC Plastic (Polyvinyl Chloride) ALT Attemate GC General Contractor PWR Power APPROX Approximate GFRC Glass Fiber Reinforced Concrete QTY Quantity ARCH Architectural GYP Gypsum Board RAD Radius BLDG Building HORIZ Horizontal RCP Reflected Ceiling Plan BOH Back of House ID Inside Diameter REF Reference CFOI Contractor Furnished Owner Installed IN Inch I Inches REQ'D Required CLG Calling INT Interior RO Rough Opening CLR Clear J-BOX Electrical Junction Box SEC Section COL Column MAINT Maintenance SQ Square/Squared CONIC Concrete MAX Maximum SS Stainless Steel CONT Continuous MDF Medium Density Fiberboard STD Standard DBL - Double MECH Mechanical STL Steel DC Direct Current MFG Manufacturing / Manufacturer SYM Symmetrical DIET Detail MIN Minimum TOC Top of Concrete DIA Diameter MISC Miscellaneous TOS Top of Steel DIAG Diagonal MM Millimeters TOW Top of Wall DIM Dimension NA Not Applicable / Not Available TYP Typical DWG Drawing NO Number UHMW Ultra High Molecular Weight Polyethylene EA Each NTS Not To Scale UNO Unless Noted Otherwise ELEC EMI OC On Center VERT Vertical ELEV Elevation OD Outside Diameter VIF Verify In Field EQUIP Equipment OR Owner Furnished item V Volts EXT ctvrir • OF01 Owner Furnished Owner Installed VO Visual Opening FLR Floor OFCI Owner Furnished Contractor Installed W/ With FR Fire Resistant OPP Opposite W/0 Without XREF External Reference SYMBOLS VIEW , G SCALE; 1"=1'-0" XX001 VIEW TITLE SECTION CALLOUT 0, ELEVATION CALLOUT 001 001 �1 CALLOUT 1 Ov, DETAIL CALLOUT DESCRIPTION ❑ TYPICAL NOTE HARDWARE CALLOUT A MATERIAL CALLOUT A� FINISH CALLOUT *Orr PLAN ELEVATION DATUM POINT / POC NORTH ARROW NORTH --.vl-- BREAK LINE - —(-- - -- CENTER LINE MATCH LINE HIDDEN LINE 0 V 2' 4' 8' GRAPHIC SCALE WELD SYMBOLS EXAMPLE: TYPICAL - FILLET WELD FRONT ALL SIDES YP �. FILLET WELD BACK FILLET WELD FRONT FILLET WELD FRONT & BACK -H V-GROOVE WELD BACK +s V-GROOVE WELD FRONT +s V-GROOVE WELD FRONT & BACK 45 � 4s FILLET FRONT, V-GROOVE BACK +s V-GROOVE FRONT, FILLET BACK PLUG WELD —�_ VIEW# t SHEET WHERE VIEW DD, - - DIRECTION OF IS LOCATED SECTION VIEW VIEW — , REFERENCE DESCRIPTION FROM # ','VIEW VIEW# 1 ^ SCALE: 1:1 ARCH REF: 00-0N-00 XX O0, REF DATE: 00-JAN-0O VIEW SCALE ARCHITECTURAL REFERENCE DWG REFERENCE FROM SHEET A B j C ) D Pdnted by. Mark Rogers 121020151:6B PM nle:%DW-WJNWrojeebr114r295_PEAR_Waring_BaeMeeMw-ElemendN4-29 - Weving BeerLCAD FlIw1DW_14-29502 BrownBeer 20-MAY-15.dvrg GENERAL NOTES WORKING FILES (TYP) 01) WRITTEN DIMENSIONS TAKE PRECEDENCE 08) - DW 13-01-01_ElemeniNama.dwg OVER SCALED DIMENSIONS AT ALL TIMES W D13-001-01_ElemenlName.psd PDF FILES Entire drawing package 2) -ALL ELECTRI AL COMPONENTS ARE 09) - DW 13-001-01 ElementName.pdf WASHDOWN (IP66 OR BETTER) RATED OR - HOUSED IN NEMA4 RATED ENCLOSURE Range of drawings within a discipline DW 13-001-01 AD ElementName.pdf 03) - 10) - Specific sheets DW 13-001-01 AD_001_ElementName.pdf Range of sheets DW 13 01 0, 100-199 ElementName.pdf - �) CITY OF SEAT1 C4,) GVELOPI:61-E DEPT. OF PLANNING AND H , CUT FILES � CF01 13-001-01 Description.dxf CF01 13-001-01_Dascriplion.pcif 05) - 6 4 9 6 3 9 2) PHASES WIP (Work In Progress) 01-C 1 5 201 Submittal Production Drawings 06) - 13) As Buills SIGNS : APPROVED ct m REVISIONS 1, 2. 3, 4, etc. External Use Only �Sn�ij, and 'U'�.}br.CJ10.0 1.1, 1.2, 1.3, 2.1, eta Internal Use Only 07) B�, � ,4) - Revisions start as soon as a drawing leaves OW si:C P R1f11�7G13 for review by a client, architect. etc. SHEET NUMBERING CONVENTION DW -000 00 rl/_Y 00 DILLONWORKS� YEAR JOB NUMBER ELEMENTNUMBER XVA A _00,1 SHEET NUMBER 001 Cover Sheet 002 Sheet Index, Symbols & Notes 003 Schedules / BOM 004-009 Misc Documentation as Req'd 010-099 Style Sheets & Finishes 100-199 Plans 200-299 Elevations 300-399 Isometrics & Perspectives 4OD499 Sections SOM99 Details BOD-099 MEP 700-799 Cut Files 800-899 Print Files 900-999 Assembly Diagrams DISCIPLINE I AD Area Development i AR Architectural AV CF Audio utFlesVisual CS Control Systems FB Fabric FX Special Effects GR Graphics MS Miscellaneous PR Props RW Rockwork SL Show Lighting SM Show Mechanical SN Signaga / Way Finding SP Scenic Palm SS Show Set ST Structural TL Themed Lighting TS Theatrical Systems (Rigging) SHEETINDEX # DESCRIPTION UPDATED # DESCRIPTION UPDATED 001 COVER PAGE 00-JAN-00 002 GENERAL NOTES, SYMBOLS, INDEX 003 SCHEDULES; PARTS, MATERIALS, FINISHES 100 SAMPLE SHEET 700 SAMPLE CUT FILE SHEET F WOPI(ISIi 7 f>fi F59RBOVR R64ON DRIVE 425.493.8309 MUWLTEO, WA 98275 IFJ 425.493.3310 dglonworks.corn This concept N the property of Dillon Works. All righ to to concepts represented by deslgne, sketches, comprehanelves, renderings, or other art or graphics prnentallons created by or for Dirbn Works, are IAe able property of 091on Works. Any party accepting this document does no In confidence and agrees that It shall not be duplicated In whole or In part without written consent of Dillon Works. _ Cl1ENi BROWN BEAR CAR WASH ARCHITECT 5 ENGINEER PROJECT WAVING BEAR 4 ELEMENT WAVING BEAR PROJECTMANAGER TB PHASE AS BUILTS DRAWING TITLE GENERALNOTES SYMBOLS 3 INDEX I I DRAWN BY JTG/MLR DATE: 12-MAY-2015 REV DESCRIPT10N DATE 0 FIRST SUBMITTAL 08-IUN-15 PRODUCTION 07-AUG-15 1 REVISION#1 19-OCT-15 2 REVISION #2 11-NOV-15 3 AS BUILT 04-DEC-15 2 f SHEET 2 ANSI D OF 31 SHEET DW 14-295-02 1 SM_002 J @COPYRIGHT DRJ_ON WORKS=5 ALLRIGHTSRESERVED 8 C D E F G H J # DESCRIPTION QTY PART# SUPPLIER 01 WASHDOWN GEAR MOTOR -1 PHASE 50 RPM 18mm SHAFT (IP67 RATED) 1 FPW590A2-36U ORIENTALMOTORCOM 02 'SAN! MOTGR 69RE:-RiEHTi4kfitE 4 Pr',=.;1,�� 7 03 LINEAR ACTUATOR. DUFF NORTON MODEL # LT 100 1-50 (IP66 RATED) 1 SFiEO GRAINGER 04 1" BEARING 4 3749T2 MCMASTER-CARR 05 3/4" BEARING 4 3749T1 MCMASTER-CARR 06 1" SS SHAFT COLLARS 2 3329K15 MCMASTER-CARR 07 3/4" SS SHAFTCOLLARS 3 3329K14 MCMASTER-CARR OB T' SS SHAFT COLLAR 2 643SK47 MCMASTER-CARR D9 1" SS KEYED SHAFT 1497K281 MCMASTER-CARR 10 314" SS KEYED SHAFT 1 739SK12 MCMASTER-CARR 11 CAM FOLLOWER -440C SS, 5/8" BORE, 2" OD, 1-1/4" FACE WIDTH, 1-5/16" OAW 1 779SK89 MCMASTER-CARR 12 SHAFT KEYS - FOR 1" SHAFT 2 9253DA136 MCMASTER-CARR 6 13 SHAFT KEYS - FOR 3/4" SHAFT 2 9253DA117 MCMASTER•CARR 14 SHOULDER BOLT -316 SS, 5/8"x 1-1/2", 112"-13THREAD 1 97345A762 MCMASTER-CARR 15 3IS-16 x 1" SS CAP SCREW 17 92185A624 MCMASTER-CARR 16 3/5-16 x 1-1/2" SS CAP SCREW 20 92185A628 MCMASTER-CARR 17 318-16 SS FLAT WASHERS 35 90107AI27 MCI4WSTER-CARR i8 1/4-20 x 3/4" SS SOCKET CAP SCREWS 20 92185A540 MCMASTER-CARR 19 #40 SS ROLLER CHAIN 5 6264K85 MCMASTER-CARR 20 SS MACHINABLE BORE SPROCKET(MOTOR)-#40 CHAIN 18 TOOTH -314" BORE 1 6799K144 MCMASTER-CARR 21 FRICTION TORQUE LIMITER-1" BORE 1 TBD MCMASTER-CARR 22 SS SPROCKET FOR SHAFT-#40 CHAIN 26 TOOTH 1" BORE 1 23451<88 MCMASTER-CARR 5 23 CLEVIS-112"-20 THREAD, 3" LONG, 112" PIN, W16 JAW WIDTH 1 6071K51 MCMASTER-CARR 24 1/2"-20 SS THREADED ROD 1 9325DA027 MCMASTER-CARR 25 1/2"-20 SS NUTS 5 94805A224 MCMASTER-CARR 26 112" CONCRETE ANCHORS 6 97799A306 MCMASTER-CARR 27 WATERPROOF J-BOX 1 T219K29 MCMASTER-CARR 28 NEMA WATERPROOF ENCLOSURE (14" x 12" x6" NEMA 4 RATED) 1 7865K47 MCMASTER-CARR 29 BRIGHT SIGN PLAYER- HD222 1 N82E16815822007 NEWEGG.COM 30 HDMICABLE -5FT 1 N82E16882021128 NEWEGG.COM 31 HARSH ENVIRONMENT HIGH -AMP BUS BAR-4 STUD TERMINAL -#10 2 929OT32 MCMASTER-CARR 32 BUS BAR COVER 2 929DT27 MCMASTER CARR 4 33 112"A 3 OPEN END ACORN NUT 6 94301A160 MCMASTER-CARR 34 1-112" SS SHAFT COLLAR 2 5436K43 MCMASTER-CARR 35 M4-0.7 x 12mm SS PIN -IN HEX BUTTON HEAD SOCKET CAP SCREW 23 TRM04CO10HBSS APEXFASTENERS.COM 36 SS SHIM FOR 0.060" THICK 0.626" ID, 0.875" OD 3 94773A7788 MCMASTER-CARR 37 112"-13 JAM NUT - 316 SS 1 94805A125 MCMASTER-MR 38 1/4"-20 SS THREADED INSERT - 5/16" OD, 5116" H 3 9239BA116 MCMASTER-CARR 39 114" SS FLAT WASHER 3 90107AD29 MCMASTER-CARR 40 19'-20 x 1" SS SOCKET CAP SCREW 3 92185A542 MCMASTER-CARR 41 1/4"-20 x 3/8" SS SOCKET CAP SCREW 12 9218SA535 MCMASTER-CARR 42 MINI OVERLOAD RELAY 1 XTOMP60AC1 EATON 3 43 318" SS MALE ROD END - 3/&24 THREAD 4 5991SK274 MCMASTER-CARR 44 318"-24 SS COUPLING NUT 4 90268A335 MCMASTER-CARR 45 3/8"-24 x 3/4" SS SET SCREW 4 92311AG37 MCMASTER-CARR 46 3/8" ID FLANGED GRAPHITE BRONZE BUSHING -1/4" OAL, 1/16" THICK FLANGE 6 944OT16 MCMASTER-CARR 47 3/8" ID GRAPHITE BRONZE BUSHING -1/2" OD x 1/2" DAL 4 93EBT19 MCMASTER-CARR 48 318" x 1/2" SS SHOULDER BOLT - 5116"A 8 THREADS 6 97345AS19 MCMASTER-CARR 49 318"x1-5/8"SSSHOULDER BOLT -5/IVABTHREADS 1 97345A228 MCMASTER-CARR E GENERAL SCHEDULE NOTES 1 ALL FINISHES PER APPROVED SAMPLES 2 ALI. MATERIALS PER APPROVED SAMPLES 3 ALL VISIBLE HARDWARE PER APPROVED SAMPLES 4 5 6 T e 9 10 # DESCRIPTION QTY PART # SUPPLIER 50 METRIC SS BALL JOINT ROD END M6 X 1 RH FEMALE SHANK 1 298SK321 MCMASTER-CARR 51 314" SS SHAFT COLLARS 2 33291C14 MCMASTER-CARR 52 3/8" ID, 314" 00 x 1-1/4" SS UNTHREADED SPACER 1 92320A192 MCMASTER-CARR 53 3M -24 JAM NUT 4 9400SA217 MCMASTER-CARR 54 STAINLESS STEEL UNTHREADED SPACER -.380" ID, 318" LONG, 314" OD 4 9232DA256 MCMASTER-CARR 55 SMART RELAY- EASY719-DA-RC 1 EASY719-DA-RC EATON 56 EXTENDED -SERVICE SS GAS SPRING 16.07" EXTENDED, 6" STROKE - 70LBS 1 9517T3 MCMASTER-CARR 57 POWER SUPPLY 12VDC, 100 WATT 1 106-PMC-12V100W1AA MOUSER ELECTRONICS 55 1" SS SETSCREW COLLAR 1 6462K25 MCMASTER-CARR 59 LOW SPEED U-JOINT FOR 3/4" SHAFT 1 6445K6 MCMASTER-CARR MATERIAL SCHEDULE # I DESCRIPTION I LINEAR 1 SO FOOTAGE I QTY SUPPLIER A 1/8"304 SS PLATE �y�+ "1'/� Th1710 e SEA1TL,F 8 1/4"304SSPLATE lr C 1/2" 304 SS PLATE �j �±Y a SJ�C S, 01L1 SV�ii 1 fi��) r`J;I,I„`�` D E Z x 2" x 0.25" STEEL SO TUBE 3"x 6" x 0.25" STEEL REC TUBE 6 3 98 F 2" x 0.25" ROUND SS TUBE 01 G 114" FIBERGLASS 4s A� H 1/2"UHMWSHEET -#8752K115 1 3/4" UHMW SHEET S I IS I S J ULTRA WEAR RESISTANT PTFE FILLED DELRIN - 48570K417 APP Q TED K 1-1/4"x6"SCH40SSPIPE NIPPLE - THREADED ONE END and miS&3L1ic`_J L 1-1/4" x 1-1/4" 1/8" LEG SS ANGLE�. p/I cYr 3/8" 304 SS PLATE tEVC .11i3?f.15(,r FINISH SCHEDULE # DESCRIPTION COVERAGE AREA NOTES G1 PRIMER G2 AUTOMOTIVE BLUE -PMS288-PER APPROVED SAMPLE G3 AUTOMOTIVE YELLOW -PMS142-PER APPROVED SAMPLE G4 AUTOMOTIVE CLEAR- PER APPROVED SAMPLE P1 POWOERCOAT-COLOR TBD SCHEDULE LEGEND DO NOT STACK DIMENSIONS:114", NOT A", 9-1/2",NOT9Y2" -SOLIOLUM8ERCALLOUT -CAPITAL LETTERS EXCEPT BETWEEN DIMENSIONS (2" x 4") HEIGHT 11 WIDTH /1 DESCRIPTION 11 GRADE EXAMPLE: METAL 'NICALLOUT' 3/4" x 5 3/4" HARD MAPLE SELECT OR BETTER WIDTH 11 HEIGHT // WALL I/ PROFILE // MATERIAL Il DESCRIPTION EXAMPLES: HARDWARE CALLOUT 2" x Z x .120" SQUARE BRUSHED SS TUBE THREAD ❑ LENGTH 1/ HEAD I/ MATERIALS, FINISH 11 DESCRIPTION 1"x 4" x .090" RECTANGULAR STEEL TUBE EXAMPLES: 2" x A65" ROUND STEEL TUBE 1/2-13 x 2" BUTTON HEAD SOCKET CAP SS MACHINE SCREW #12 x 3" FLAT HEAD ZINC PLATED WOOD SCREW SHEkT kIA'TERIAL CALLLCyT: 3/8-16 STEEL WELD NUT THIGKN '55 /1 DESCRIFI ION // GRADE OR ALLOY rxAMPLES: FINISH CALLOUT 1/8"AI..UMINUMSHEET 6061-T6 COLOR 11 COLOR REF /I SHEEN I/ PROCESS 314" BIRCH PLYWOOD AA EXAMPLE: 112" FIRE RATED MDF SAND YELLOW - RAL 1002 SEMI GLOSS AUTOMOTIVE PAINT 149 P I(S 7 11T75 HARBOUR REACH DRIVE 425.493.8309 MUKILTEO, WA 99275 In 425.493.9310 dlllonworks.com This concept Is the property of Dillon Works. All right. to concepts represented by designs, sketches, comprehenslvss, renderings, or other art or graphics presentations created by or for Dillon Works, are the sole property of Dillon Works Any party accepting this document does so In confidence and agrees that It shall not be duplicated In whole or In part without written consent of Dillon works. CLIENT BROWN BEAR CAR WASH ARCHITECT 5 ENGINEER PROJECT WAVING BEAR 4 ELEMENT WAVING BEAR PROJECTMANAGER TB PHASE AS BUILTS DRAWING TITLE HARDWARE SCHEDULE MATERIAL SCHEDULE 3 FINISH SCHEDULE DRAWN BY: JTG/MLR DATE 12-MAY-2015 DESCRIPTION DATE 9REV 0 FIRST SUBMITTAL 08-JUN-15 PRODUCTION 07-AUG-15 1 REVISION 41 19-OCT--15 2 REVISION#2 � 11-NOV-15 3 AS BUILT 04-DEC-15 2 SHEET 3 OF 31 SHEET DIN 14-295-02 SM_003 It A ` B C D E F G W iI J ®COPYRIGHT DILLON WORKS 2016 ALL RIGHTS RESERVED Prkrtect by. Malk Rogers 1714120151159 PM nle:NOW-MAIN%PIa1.e0.114-295_BEAR_Wavin9-BasrMaNgnW Elamems114.295.2_Wavin9 S*wLCAD FNar1CW 1�29S82-f3rewnBaer�pp�dAY-13.orcq 7 6 5 4 3 1 A B C D E F G H t �I # DESCRIPTION QTY PART# SUPPLIER 01 VOkSHDOWN GEAR MOTOR -1 PHASE 50 RPM 18mm SHAFT (IP67 RATED) 1 FPW&90A2-36U ORIENTALMOTOR.COM 02 -CORD. RIGI K AN GEE 4 rig-i61-13o82 5$NGEARfiO4I 03 LINEAR ACTUATOR - DUFF NORTON MODEL # LT 100-1-50 (IP66 RATED) 1 5FTE0 GRAINGER 04 1" BEARING 4 3749T2 MCMASTER-CARR 05 3/4" BEARING 4 3749T1 MCMASTER-CARR 06 1" SS SHAFT COLLARS 2 3329K15 MCMASTER-CARR 07 314" SS SHAFT COLLARS 3 3329K14 MCMASTER-CARR OB 2" SS SHAFT COLLAR 2 6436K47 MCMASTER-CARR 09 1" SS KEYED SHAFT 1497K261 MCMASTER-CARR 10 3/4" SS KEYED SHAFT 1 7398K12 MCMASTER-CARR 11 CAM FOLLOWER -440C SS, 518" BORE, 2" OD, 1-114" FACE WIDTH, 1-5/16" OAW 1 7796K89 MCMASTER-CARR 12 SHAFT KEYS - FOR 1" SHAFT 2 9253DA136 MCMASTER-CARR 13 SHAFT KEYS - FOR 3/4" SHAFT 2 9253DA117 MCMASTER-CARR 14 SHOULDER BOLT -316 SS, 518"x 1-1/2", 1/2'A3THREAD 1 97345A762 MCMASTER-CARR 15 3/8-16 x 1" SS CAP SCREW 17 92185A624 MCMASTER-CARR 16 318-16 x 1-112" SS CAP SCREW 20 92185A628 MCMASTER-CARR 17 318-16 SS FLAT WASHERS 35 90107A127 MCMASTER-CARR 18 1/4-20 x 3/4" SS SOCKET CAP SCREWS 20 92185AS40 MCMASTER-CARR 19 #40 SS ROLLER CHAIN 5 6264K85 MCMASTER-CARR 20 SS MACHINABLE BORE SPROCKET(MOTOR) -#40 CHAIN 18 TOOTH - 314" BORE 1 5799KI44 MCMASTER-CARR 21 FRICTION TORQUE LIMITER -1" BORE 1 TBD MCMASTER-CARR 22 SS SPROCKET FOR SHAFT -#40 CHAIN 26 TOOTH 1" BORE 1 2345KBB MCMASTER-CARR 23 CLEVIS-1/2"-20 THREAD, 3" LONG, 112" PIN, 9116 JAW WIDTH 1 6071K51 MCMASTER-CARR 24 1/2'-20 SS THREADED ROD 1 93250AC27 MCMASTER-CARR 25 1/2"-20 SS NUTS 5 94805A224 MCMASTER-CARR 26 Ire CONCRETE ANCHORS 6 97799A306 MCMASTER-CARR 27 WATERPROOF J-BOX 1 7219K29 MCMASTER-CARR 28 NEMA WATERPROOF ENCLOSURE (14" x 12" x6" NEMA 4 RATED) 1 7865K47 MCMASTER-CARR 29 BRIGHT SIGN PLAYER -HD222 1 NO2EIG815822007 NEWEGGCOM 30 HDMt CABLE - 5 FT 1 N82EI6882021128 NEWEGG.COM 31 HARSH ENVIRONMENT HIGH -AMP BUS BAR -4STUD TERMINAL-#10 2 9290T32 MCMASTER-CARR 32 BUS BAR COVER 2 929OT27 MCMASTER-CARR 33 1/2"-13 OPEN END ACORN NUT 6 943OIA160 MCMASTER-CARR 34 1-IW' SS SHAFT COLLAR 2 643GK43 MCMASTER-CARR 35 M4-0.7 x 12mm SS PIN -IN HEX BUTTON HEAD SOCKET CAP SCREW 23 TRM04C010HBSS APEXFASTENERS.COM 36 SS SHIM FOR 0.060" THICK, 0.826" ID, 0,875" OD 3 94773A7788 MCMASTER-CARR 37 1I2' 13 JAM NUT-316 SS 1 94805A125 MCMASTER-CARR 38 1IN'-20 SS THREADED INSERT -5/16" OD, 5/16" H 3 9239BA116 MCMASTER-CARR 39 114" SS FLAT WASHER 3 90107AO29 MCMASTER-CARR 40 1/4"-20 x 1" SS SOCKET CAP SCREW 3 9218SA542 MCMASTER-CARR 41 1/4"-20 x 3/8" SS SOCKET CAP SCREW 12 9218SA535 MCMASTER-CARR 42 MINI OVERLOAD RELAY 1 XTOMP60AC1 EATON 43 318" SS MALE ROD END - 318-24 THREAD 4 5991SK274 MCMASTER-CARR 44 3/8"-24 SS COUPLING NUT 4 9026SA335 MCMASTER-CARR 45 3I8"-24 x 3/4" SS SET SCREW 4 92311A637 MCMASTER-CARR 46 318" ID FLANGED GRAPHITE BRONZE BUSHING -1/4" OAL, 1/16" THICK FLANGE 6 944OT16 MCMASTER-CARR 47 31B" ID GRAPHITE BRONZE BUSHING -1/2" OD x 1/2" CAL 4 936BT19 MCMASTER-CARR 48 3/8" x 1/2" SS SHOULDER BOLT- 5116"-18 THREADS 6 97345A619 MCMASTER-CARR 49 3/8" x 1-5/8" SS SHOULDER BOLT- 5/16"-18 THREADS 1 97345A228 MCMASTER-CARR GENERAL SCHEDULE NOTES 1 ALL FINISHES PER APPROVED SAMPLES 2 ALL MATERIALS PER APPROVED SAMPLES 3 ALL VISIBLE HARDWARE PER APPROVED SAMPLES 4 5 6 7 B 9 10 # DESCRIPTION METRIC SS BALL JOINT ROD END M6 X 1 RH FEMALE SHANK QTY 1 PART# 2988=1 SI MCMASTER-CARR 50 51 3W SS SHAFT COLLARS 2 33291C14 MCMASTER-CARR 52 3W ID, 3/4" OD x 1-1/4" SS UNTHREADED SPACER 1 92320A192 MCMASTER-CARR 53 3M,1-24 JAM NUT 4 94805A217 MCMASTER-CARR 54 STAINLESS STEEL UNTHREADED SPACER -.380" ID, 3/8" LONG, 314" OD 4 9232DA256 MCMASTER-CARR 55 SMART RELAY - EASY719-DA-RC 1 EASY719-DA-RC EATON 56 EXTENDED -SERVICE SS GAS SPRING 16.07" EXTENDED, 6" STROKE -70LBS 1 9517T3 MCMASTER-CARR 57 POWER SUPPLY 12VDC, 100 WATT 1 IDB-PMC-12VIGOWlAA MOUSER ELECTR( 58 1" SS SET SCREW COLLAR 1 6462K25 MCMASTER-CARR 59 LOW SPEED U-JOINT FOR 3/4" SHAFT 1 6445K6 MCMASTER-CARR MATERIAL SCHEDULE # DESCRIPTION ' LINEAR / SQ FOOTAGE QTY SUPPLIER -- s I I W Q #? K S 7 11-,75 HARBOUR REACH DRIVE 425.493.5309 MUMLTEO, WA 9S275 (F) 425.493 8310 dlllonworks.com A 1/8" 304 SS PLATE 304 CITY [� {s j I E B C 114" SS PLATE 7f2"30455PLATE ►± �3 DEFT, OF PLA a� jOil NI1+ s7p�yAI II • AND D'VE .t�F".t.,H�,( D Z" x 2" x 0.25" STEEL SO TUBE g 3 9 8 E 3" x 5" x 0.25" STEEL REC TUBE V F 2" x 0.25" ROUND SS TUBE MF 2015 G IW FIBERGLASS H 112" UHMW SHEET -#8752K115 1 3W UHMW SHEET SIGNS J ULTRA WEAR RESISTANT PTFE FILLED DELRIN-98570K417 APPR T D , K 1-114" x 6" SCH 40 SS PIPE NIPPLE -THREADED ONE END and fnlssslvfsz- L 1-1/4" x 1-1/4" 1/B" LEG SS ANGLE V M v^-��o D STIBG K 316" 304 SS PLATE iC*T?Zt: utE FINISH SCHEDULE # DESCRIPTION COVERAGE AREA NOTES G1 PRIMER G2 AUTOMOTIVE BLUE -PMS288- PER APPROVED SAMPLE G3 AUTOMOTIVE YELLOW - PMS142 - PER APPROVED SAMPLE G4 AUTOMOTIVE CLEAR - PER APPROVED SAMPLE P1 POWDERCOAT-COLOR TBD SCHEDULE LEGEND -DO NOT STACK DIMENSIONS: 1/4", NOT Y4", 9-1/2", NOT 9Yi' - CAPITAL LETTERS EXCEPT Bff EEN'DIMENSINS (2" x 4") • METAL TUBING CALLOUT. -,METAL /1 HEIGHT /I WALL I/ PROFILE // MATERIAL /I DESCRIPTION EXAMPLES: 2" x 2" x .120" SQUARE BRUSHED SS TUBE 1"x 4" x .09(r RECTANGULAR STEEL TUBE 2" x .065" ROUND STEEL TUBE SHEET MATERIAL CALLOUT: THICKNESS 8 DESCRIPTION ll GRADE OR ALLOY EXAMPLES: 1/8" ALUMINUM SHEET 6061-T6 314" BIRCH PLYWOOD AA 1/2" FIRE RATED MDF - SOLID LUMBER CALLOU7 HEIGHT N W)DTH 11 DESCRIPTION If GRADE EXAMPLE: 3/4" x 5-3/4" HARD MAPLE SELECT OR BETTER - HARDWARE CALLOUT THREAD I/ LENGTH 11 HEAD 11 MATERIAL & FINISH // DESCRIPTION EXAMPLES: 1/2-13 x 2" BUTTON HEAD SOCKET CAP SS MACHINE SCREW #12 x 3" FLAT HEAD ZINC PLATED WOOD SCREW 3/8-16 STEEL WELD NUT - FINISH CALLOUT COLOR // COLOR REF I/ SHEEN // PROCESS EXAMPLE: SAND YELLOW- RAL 1002 SEMI GLOSS AUTOMOTIVE PAINT This concept Is the Property of Dillon Works. All rights to concepts represented by designs, sketches, comprehensive., renderings, or other art or graphics presentations created by of for Dillon Works, are the A. prapady of Delon work. Any party ecevptinp this do= -eel doe. Se In cvnfid►nee and agrees that it shall not be duplicated in "train or In part without written cement of 0I9on Work - CLIENT BROWN BEAR CAR WASH ARCHITECT 5 ENGINEER PROJECT WAVING BEAR 4 ELEMENT WAVING BEAR PROJECT MANAGER TS PHASE AS BUILTS DRAWING TITLE HARDWARE SCHEDULE MATERIAL SCHEDULE 3 FINISH SCHEDULE DRAWN BY JTG/MLR DATE: 12-MAY-2015 REV DESCRIPTION DATE 0 FIRST SUBMITTAL 08-JUN-15 PRODUCTION 07-AUC-15 1 REVISION#1 19-OCT-15 2 REVISION #2 11-NOV-15 1 3 AS BUILT 04-DEG-15 2 SHEET 3 ANSI D OF 31 v SHEET 1 DW 14-295-02 SM 003 A f B C D Printed by: Mark Rogers 12(411015159 PM foe:110VYJM1N1Prvlecfall4_295_BEP.R_Waving-BeaADeelgM4 Elem.r aN429b2_VV i.g Seari„CAD FOOVIM 14.7D3.¢>LgNrmBau�4MAT.15,tlng E F COPYRIGHT DILLON WORKS 2015 ALL RIGHTS RESERVED A 7 6 5 4 3 2 U BACK OF BEAR TO HAVE ACCESS PANELS FOR SERVICING MECHANICAL WEAR ITEMS AND -DIGITAL MEDIA PLAYER g T C D E �F G H -- CLAY MODEL - SIDE ELEVATION LSCALE: NTS COLORS & FINISH PER APPROVED SAMPLE STYLE REFERENCE SCALE. NTS DETAIL - BLUE PMS 288 BODY - YELLOW PMS142 NOTES: PAINTED FIBERGLASS BEAR TO BE BUILT OVER SS ARMATURE BEAR TO HAVE ANIMATION AS FOLLOWS; 1) WAVING LEFT ARM 2) BLINKING LEFT EYE 3) WIGGLING NOSE - BEAR TO HOLD DIGITAL SIGNAG E MONITOR W/ CONTENT PROVIDED BY OTHERS CITY 4F SEAT T LE DEPT, OF PLANNING AND DEVELOPMENT 6498398 DEC 115 2015 SIGNS a at] 0*_Ssions By . Steve slampsou CLAY MODEL - SIDE ELEVATION SCALE: NTS FINISHED PRODUCT TO BE APPROX 6'-0" TALL _C_LAY MODEL - FRONT ELEVATION ,� SCALE: NTS LEFT EYE TO BLINK NOSE TO WIGGLE CLAY MODEL - 3/4 FRONT RIGHT SCALE: NTS EXTERIOR GRADE LED MONITOR LEFT ARM TO WAVE APPROX 25 DEGREES LOW VOLTAGE CONTROL SIGNAL TO BE RUN THROUGH LEFT LEG 230VAC LINE VOLTAGE TO BE RUN THROUGH RIGHT LEG FIGURE TO HAVE SS BASE PLATE BOLTED TO CONCRETE PLINTH CLAY MODEL - 3/4 FRONT LEFT 3 SCALE: NTS 1111. Ud w'QPKS_ 7 11T75 HARBOUR REACH DRIVE 425.493.11309 MUKILTEO. WA98275 (F) 425.493.8310 dlllonwarks.com This concept Is the property of Dillon Works- All flghte to concepts represented by design., skBtchas, comprehanslvas, renderings, or other re art or graphics presentation created by or for Dgloa Works, are the Bole property of 05on Works Any party accepting this document deft so in confidence and sprees that It shall not he duplicated In whole or In part without written consent of Dillon Works. 6 CLIENT BROWN BEAR CAR WASH ARCHITECT 5, ENGINEER PROJECT WAVING BEAR 4 ELEMENT WAVING BEAR PROJECT MANAGER TB PHASE AS GUILTS DRAWING TITLE STYLE GUIDE 3 DRAWNSY: JTGIMLR DATE: 12-MAY-2015 REV DESCRIPTION DATE 0 FIRST SUBMITTAL 1 08-JUN-15 PRODUCTION 07-AUG-15 1 REVISION #1 19-OCT-15 2 REVISION#2 11-NOV-15 3 AS BUILT 04-DEC-15 2 SHEET 4 OF 31 SHEET DW 14-255-02 SM-010 A B C ❑ E F G H I J COPYRfGFfTDIG.ON WORKS 7015. ALL RIGHTS RESERVED Pdmed by. Mark Rogers 121420161:68 PM Ne:t0WLMAINIP1*CIa114295j9EAR WeWnp_Sear%DedpfiM Elemenh114-295.2_W&Ing Betel -CAD Fle"IDW 14-29502_9mwRB r-20.MAY45.dwg 13 C D E F G H 71 IBM 0 2' 4' 8' 18' SCALE: 1AIIIIIIIIIIIII NOTES: WAVING BEAR TO BE PLACED ON CONCRETE PLINTH BY OTHERS PLINTH TO BE FLUSH WITH TOP EDGE OF CURB PLINTH TO HAVE STUB UPS FOR LINE VOLTAGE AND CONTROL SIGNAL ALIGNED WITH LEGS OF WAVING BEAR NOTE: ALL COMPONENTS OF THE ANIMATRONIC SIGN WILL BE UL LISTED FOR OUTDOOR USE. A THIRD PARTY INSPECTION WILL BE PERFORMED AFTER THE INSTALLATION IS COMPLETE, BUT PRIOR TO FINAL CITY INSPECTION 6496396 saca� -L 1y I.U10 0 v r r 4' SIGNS SCALE: }-=1'-V APPROVED S fjj ct t0 Erron; and Omissions F.y Steve SHsiij3sou, VEHICLE LOW VOLTAGE CONTROL EXIT 4 CONDUIT 6 NETWORK CABLE TO BUILDING (BY OTHERS) [71• oM I SALE / SITE PLAN PROPOSED LOCATION D OF WAVING BEAR 400 CONCRETE PLINTH BY OTHERS TO BE FLUSH WITH TOP EDGE OF CURB I 4110 VAC LINE TO BUILDINGG (BY OTHERS) - 3T - - Fri 94" 110VAC POWER - DISCONNECT rr (BY OTHERS) SITE PLAN - DETAIL SCALE V2" = V-0" EXISTING SIGN J I I WQPK5 11775 HARBOUR REACH DRIVE 425.493.0395 MUKILTEO, WA 98275 (F) 425.493.5316 dlltonwerks.com This concept Is the property of Dillon Works. All J rights to concepts represented by designs, sketches, eomprelmelves, renderings, or other eft or graphics presentations crested by or for Dion Worb, one the ads Property of Dillon Wuft Any party accepling this document does so In confidence and agrees Wal It shell not be duplicated In whale or In pert without written consent of Dillon Warka 8 CLIENT BROWN BEAR CAR WASH ARCHITECT s ENGINEER PROJECT WAVING BEAR 4 ELEMENT WAVING BEAR i PROJECTMANAGER TB PHASE AS BUILTS 13Rr1vdING nT1E SITE PLAN 3 BRAWN BY JTGIMLR DATE: 12-MAY-2015 REV DESCRIPTION DATE i 0 FIRST SUBMITTAL 08-JUN-15 PRODUCTION 07-AUC-15 1 REVISION #1 19-OCT-15 2 REVISION #2 11-NOV-15 3 AS BUILT 04-DEC-15 2 SHEET 5 ANSI D OF 31 SHEET 1 DW 14-295-02 SM 100 Printed by: Mark Rogers 121429151:59 PM nI.;%0W-MA1N1Prgj@-Is14-20 BEAFt_Waving Bsar10ea1gnW-FJsmsmeV4.29S�Wevinp BearLCAD FlIes1DW_14-295-UE�rownBear__711 15.dwg um IBM ©m NI. B C 1 D E F G H PIVOT POINT ARM COUNTER BALANCED WITH 70 LBS GAS SPRING 1 FRONT ELEVATION - ARMATURE SCALE: 1" = ,'-0" A I B C FIBERGLASS ARM & STE FRAME SLIDE OUT OF VERTICAL SLOT IN SHOT AND ATTACH TO PIVOT I EXPOSED SLR IN FULL LOWERED POSITION TO BE BACKED BY CURVED SHIELD TO PREVENT DEBRIS INSIDE SHELL (NOT SHOWN) NO EXPOSED SLIT FOR ARM WHEN IN FULL RAISED POSITION ARM SHOULD NOT CONTACT BOTTOM STOP WHEN DRIVEN BY MOTOR OR DAMAGE TO SYSTEM MAY OCCUR WASHDOWN NEMA ENCLOSURE - SIZE TBD TO GU (FRI ARI #40 STAINLE CHAIN CONNEI J 11T75 HARSOMM6,04 DRIVE 425.493.8305 MUKILTEO• WA 9112T5 (F)42SA93.831( dillonworks.com This concept is the property of Dillon Works. All rights to concepts represented by designs, sketches, camprehenelves, renderings, or other art or graphics presental one created by or for Dillon Worts, we the We properly of D®on War1S Any party accepting this document does so In canlldance and agrees that It shall not be duplicated In whole or In part without written .mnt or DIEcn Works. 6 CLIENT BROWN BEAR CAR WASH ELL TO ;MATURE ARCHITECT DETAILS - VTED IN JCTION 5 ENGINEER PROJECT WAVING BEAR 4 i F1 EMENT { WAVING BEAR NOTE: ALL SHAFTS KEYED AND LOCATED IN BEARINGS WITH SHAFT COLLARS & SET SCREWS AS NEEDED EDED 7 DEPT, Or' PLANNING AND DrVEL0PI1-q4FN'e(- 6498398 EC 15 2015 �?� SI'u I Tti 'Ind 0i fission, REAR ELEVATION - ARMATURE 1 XX-001 E F G H I PROJECT MANAGER TS PHASE AS BUILTS DRAWING TITLE ELEVATIONS -ARMATURE I• ©1 DRAWN BY: JTGlMLR DATE: 12-MAY-2015 REV DESCRIPTION DATE 0 FIRST SUBMITTAL 08-JUN-15 PRODUCTION 07 AUG-15 1 REVISION#1 19-0-T-15 2 REVISION #2 11-NOV-15 3 AS BUILT 04-DEC-15 2 SHEET 6 ANSI D OF 31 SHEET DW 14-295-02 SM_200 S Printed try. Mark Rogme 171420151:59PM r,:p +•rAA1!IWro�vcurle}Yi�FN✓`Warin Bees+MdCe1a-Elament04-2115-2_Waving Beuj_CAD FlIseSOW 14.2g5.0Urown9eer_20-MAY-15,dWg V COPYRIGHT DILLON WORKS 2015. ALL RIGHTS REBER B I C D E F _ G I H_ T I B 4 3 . 11 1 SIDE ELEVATION -ARMATURE SCALE: 1" =1'-0" A B C_ j D Pdnled by Mark Rogers 12J420151:59PM file: W7WMAIN1Pra)etblla_;y5•gFAR Wmur,Z?rarrDesign4l-�mrerdsl1429S2 Waving BsarLCAD FlIss1DW_14-295A2 9rownBaer 20•MAY-15.dwg /ABLE PANEL IN BACK Of r0 ACCESS EQUIPMENT SIZE AND PLACEMENT - CITY OF SE OF PLANNING A 649B; SEC 1 IRE SIGN �PYROAVT D Su i and OMA By V '. FABLE PANEL IN BACK OF O ACCESS EQUIPMENT SIZE AND PLACEMENT - I 7 11TT5 HAAZ0ijR REACH DRIVE 425.493.8399 MUMLTE0,YdA911275 (F) 425.493.3319 dlnonworks.com This concept Y the Property or Dillon Works. All rights to concepts represented by designs, sketches, comprehenehee. renderings. or other ail or graphics presentations created by or for Wan Works. are the aria property of DRcn Work% Any party accepting this document does so In confidence and agrees that It shalt not be duplicated In whole or In part without written consent of Delon Works s CLIENT BROWN BEAR CAR WASH ARCHITECT s ENGINEER NN) tY G PROJECT WAVING BEAR 4 ELEMENT WAVING BEAR 1 SIDE ELEVATION - ARMATURE XX-001 SCALE: 1" =1' 0" XX-001 FI F I G I H I I PROJECTMANAGER TB PHASE AS BUILTS DRAWING TITLE ELEVATIONS -ARMATURE q DRAWN BY. JTG/MLR DATE: 12-MAY-2015 REV DESCRIPTION DATE 0 FIRST SUBMrrTAL 0B-JUN-15 PRODUCTION OT-AUG-15 1 REVISION#1 19-OCT--15 2 REVISION #2 11-NOV-15 3 AS BUILT 04-DEC-15 2 SHEET 7 ANSI D OF 31 SHEET 1 DW 14-295-02 SM_210 J 0COPYRIGHT DIMOPlWORKS 2015 ALL RIGHTS RESERVED A 6 I♦1M 4 Eel 2 1 B C D E F G H FINISH SCHEDULE * DESCRIPTION P1 POWDERCOAT -COLOR T13D t iAI'Tv n!-- 0E-Al ii'F,l 11 6498398 and 0,in NT GNAL FOR RELAYS & DNNECTION TO BE 3H A LEG ISOMETRIC - ARMATURE 1 SCALE: NTS A B C D Panted by: Mmh Rogers 1214)20151:59 PM nie:UDW-MNIPmlacto%I _29$ BEAR—Weving—BeerlDeaignW Elameme114-295- Waving Baui CAD FAMOW_14-29S-OZ Brawn9eer 20-MAY-15.dw9 REMOVABLE POLE FOR MONITOR MOUNT (NOT SHOWN) SHAFT COLLAF WELD ONE HAI LINE VOLTAGE FOR MOTOR TO BE RUN THROUGH A LEG BASE PLATE TO BE ANCHORED TO CONCRETE SLAB IN (61 PLACES WI SECURITY FASTENERS 11111MM WQPKS 7 11775 HARBOUR REACH DRIVE 425A93.e309 MUKILTEO, WA 9WS (F) 425.493.a310 dillonworks.com This Concept la the property of Dillon Work". AD rights to concepts represented by designs, ehelchas, comprahenewas, rendering., or other ert or graphics presantetlona created by or for Dillon World, era the of. properly at Diflon WorfL Any party accepting this document does so In confidence and agrees that It shall not be dupllcaled In whole or In part without written cansant CI Dillon Woda. 6 CLIENT BROWN BEAR CAR WASH ARCHITECT 5 ENGINEER PROJECT WAVING BEAR 4 ELEMENT WAVING BEAR ATHER PROOF NEMA PROJECT MANAGER TB ;LOSURE FOR MEDIA PLAYER ) RELAYS TO BE MOUNTED IN PHASE AS BUILTS S SPACE DRAvhNG TITLE ASSEMBLED ARMATURE 2 ISOMETRIC - ARMATURE 1 XX-001 SCALE: NTS XX-001 c F I G I H I 3 DRAWN BY JTGIMLR DATE: 12-MAY-2015 REV I DESCRIPTION DATE 0 FIRST SUBMITTAL 06-JUN-15 PRODUCTION 07-AUG-15 1 REVISION k1 19-OCT-15 2 REVISION #2 11-NOV-15 3 AS BUILT 04-DEC-15 2 SHEET 8 ANSI D OF 31 SHEET 1 DW 14-295-02 SM_300 I J ©COPYRIGHT DILLON WORKS 2015 ALLRIGHTSRE96RVED. R 14 13 t CONCRETE PLINTH ANCHOR & ELECTRICAL SECTION SCALE: 3" =1'-0" A B 1 C u Printed try: Mark Rogers 1214=151:59 PM lro-L1I3WWAjt"4"c-skiElsmont2%'d-29&2_WNMg B1ar'�.CAO FIrA:w'? 7i 94A�grownBvar}4AUIY-1S.dWg F CITY OF SEM115 DEPT. ,)F, PLANNING AND DEVELOPMENT 649639 JEC 1 552015' SIGNI and O13i IeILO1 5 BSr 1 ,y =----- StQV'@ S: r."fTT> 2 RB EXISTING DRIVE WAY NOTE: BOTH CONDUIT STUBS UP CAN RUN THROUGH ONE LEG - INSTALLERS CHOICE 1-1/2" CONDUIT STUB UP FOR NETWORK & CONTROL WIRING _ RUNNING BACK TO BUILDING J I x, 7 11T7$ KgABOVR REACH DOVE 425. 493. 8309 MiAt{LTED, WA BB275 (F) 425.493.9310 dllloltworks.com This concept is the properly of Dillon Works. All rights to concepts represented by designs, sketch-, eemprehenclves, renderings, or other art w graphics pr-entabons created by or for Dllon Wwks, are the sds property ar DIDen Werl0L Any party -c"Pte this document do- ao in confidence and agrs-s that It shag not be duplicated in Whole or In pert Withaet Written ..I or Cum Worts, — B CLIENT BROWN BEAR CAR WASH ARCHITECT 5 ENGINEER PROJECT WAVING BEAR 4 ELEMENT WAVING BEAR PROJECT MANAGER TB PHASE AS GUILTS DRAVNNGTIT.E SECTIONS 3 DRAWN BY : JTG/MLR DATE 12-MAY-2015 REV DESCRIPTION DATE 0 FIRST SUBMITTAL D8-JUN-15 PRODUCTION 07-AUG-15 1 REVISION #1 19-OCT-15 2 REVISION #2 11-NOV-15 3 AS BUILT D4-DEC-15 2 SHEET ANSI D _ 1-1/2" CONDUff STUB UP OF 31 FOR 120 VAC RUNNING TO -- BUILDING (BY OTHERS) SHEET ry PLAN 1 ' G SCALE: 1-1r2 1'-D" XX IDt DW 14-295-02 SM 400 G H I J ® COPYRIGHT DILLON WORKS 2015 ALL RIGHTS RESERVED SE A T T LEE T I D A L AND S 3 L 0 C K 13 1 15TH AVENUE W. IN o09B'3Y W I >a` aua adu • r'm " ® I 1. DEEPT, OF PLANNIN 6496396 DECA .x &.w F� SIGNS n_FF_kOi�D Sub ect t Errors 412.31• LSP & Lo and OMissions — a— T Steve So m- bsov BP 7L r PC41' wA.er m,,, ESAYme �. m t a1 w—V=—_----- - - - --- r '-----»-------- I R — 'fl mik'no ( a ¢1 _ -- e .-. - ~€- m 8 J a I r i V �u CAR WASH BUILDING IS j� , 17S I 17.4 _ I y I g IL_ ,�� •�� L--=--J two two % nDy u I �� ' / mo � � 4� $� � • � i 6 p � I I cu ma � I � D r ca PENCE I —1_ � z t m m 0- 1- u) t I -� Q m i rr I m I � I I I I ns I I 14TH AVE. 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AND CAIAPELTLY 99DW3 THC LOCARGH OF ALL BLm.MCS ITMUCTURM Artl WPROVEMEInS C4 SA'O DCSCOBEO PROPERTY: THAT ND N IO aR I2WnAT,atlB7 LTe2NOL 1TOT0LT- p1YH,RS A7CA7,YT1RRCHY rE7MDWTQRRR711O S+J. USTle RARHAAEYO0saS3W, HIP— �p� -LCT Y EHYIHB0 'a E0J EOR 14iYPeTw,L�,T oAE EeR0WFO1XUHYC11 'rEpBECI CTN'TE7C•0,l; 1N1592aOE 3 [1eE 5rT EN1RmAcBDOjCCf iiS OP{TW7YAAJO'ARAD7FG11 T5HAA1 C. HD,T Len PASr1PLB 1H5KRNI1AeDL#:NOQPHIt1NxE01L5B0TROW VD7[GlAI�aJG[ 0T BA1OSp6LODpmLT D SAIID PLAT OF %M1_^, VI� I D.CN' • f ' I I 171 8 I C. 1 `V O w l� m I ID In I InI "-- m f „ Li�Lc.i: J. SCALE : C-2a' ♦r ra' 40, SS E=ref' ?AKI r' _ , U_ellkl[ e . = RM&R W/G P Na. 12DO h 22989 } FOUND NPVN47R O SET NAIL W/ WASHER NO. 722M SS - SANITARY SEWER LINE W CATCH BASIN CRMH.• CATCH BASIN MANHOLE W - WATER LINE WV . WATER VALVE WM - WATER METER PH FIRE KYDRANT PP - POOR POLE GA - OUY ANCHOFe G . GAS LINE ICV • IRRIGATION CONTROL VALVE ILO%- Q.V X my UTILITY L'V GAS VALVE G4.. CLEAN OUT WMH WATER MANHHCI.E - SHORTRO �ZI}) MN[[VY m G LEGAL OE5CRIP1 ou PARCEL A, CTT' OF SEATTLE SHORT PLAT NUMBER OIDG17B, RECORDED 4MOV ICCOVONC NUUM R10S140511. SAID SHORT PLAT BEING A PORTION W-. GOVEU404T LOT 2. SECTION 24. TOWNSHIP 25 NORTH. RANGE 3 EASE WI LAMETTE MERIDIAN, N WHO COUNTY. WASHINGTON. TOHEWER WITH THAT PORTION OF ISTH AVENUE WEST VACATED IN CITY OF SEATTLE ORDINANCE NUMBER 116137 AND RECORDED UNDER RECORDING NUMBER SZOMOSTG AS WOULD ATTACH BY OPERATION OF LAW. SHRVEYOR'S NOTES 1. SURVEY BASS) ON CHICAGO TITLE INSURANCE COMPANY REPORT NO. C0010. DATED JANUARY 16. 1006. AT 6:ODALL 2, SQUARE FDOTAGE OF SITE IS 44,30B SO. FT, J. TIME IS CHE PAR HNC STALL pl SHE, A WS.L§lED PERSONS STALL 4. NEW CONCRETE WALK CURS OVER THE NORTHWEST AND SOUTHWEST PRDPEtlY CORNERS AS SHOWN. S UNDERGROUND S'RRnM DOST IN ALL PLANTERS. SF.A i �E,WA IS I►� } I 14TH — AS —BUILT SURVEY A VE. W. FOR CAR WASH ENTERPRISES, INQ. I IN NW 1/4, SW 1/4. SEC. 24, T.25N., R.M. W.M. L_ CITY OF SEATTLE KING COUNTY, WASHINGTON Lovell—Sanerland & Associates, Inc. I LEA=MCTefIPiennmslOB•elaymenl CGDeullBatB I 1MM 3aa Armae !, glue 200- Lpm•Ped. TA mu R (PDD]775-ml • (fwan-7m I I MAGI N.RW. FBC, TD08 dT.T. 2-4-Bff }S 407,P.H0 1•m?D' 94-2813 MY OF SiAlTLE DEFT, OF PLANNR W DEVELOP;: 6496396 n Arl C? Erizy. �tSR . -.•-=" --+rases ^4teve sill.li so" STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERW LSE ON DRAWINGS) ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TOTH' OR\W;NGS- SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE IGC), 2012 EDITION. 5PECIFlG•lT:OH ° r.[10 STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BETHE LATEST EDITION. DESIGN LOADS DEAD LOADS: BROWN BEARSCUU'TI1RE 60D LBS WIND LOAD:110 MPH EXPOSUREC F- qzx Gx[fx Af-345 PSF-203 PSF(ASD) qz= 271 P5P(Kzc 01,A Kzt=LO, Kd=0.85) G= 0.85(R,GIDSTRUCTURE) Cf= 1s RISK CATEGORY I SEISMIC LOAD: SEISMIC DESIGN CATEGORY D, SOILTYPE Sd Fp- �(1+2z/h)Wp=0297 Wp(ASD) ap= 25(SIGNS AND BILLBOARDS) RP= 3.0(SIGNS AND BILLBOARDS) S&- 0.892(Ss -1338&Fa=1.0 BASED ON LAT/LONG) Ip= Lo z/h = 0.0 STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWINGTABLELLR THE CDNTRACR7RSHASUBMA WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICJALAND OWNER PRIORTO COMMENCEMENT OF WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC - SPECIAL INSPECTION FOR THE ABOVE SYSTEMS SHALL BE AS INDICATED IN THE SPECIAL INSPECTION TABLE BELOW. STRUCTURAL OBSERVATION OFTHE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED. SPECIALINSPECTION OPEBAnON I CONT I PERIODIC REMARKS :STILLS FOUNDATION BEARING CAPACITYVERIFICATION I X NOTE: ALL MARKED WITH AN)' SHALL BE INSPECTED IN ACCORDANCE WITH IBA CHAPTER17. SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BYTHE OWNER THE ARCHITER, STRUCTURAL ENGINEER, AND BUILDING OFFICIALSHALL BE FURNISHED WITH COPIES OF ALL RESULTS. ANY INSPECTION FAILING TO MEETTHE PROJECTSPECFICATIONSSHALLBE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM. FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: NOTAVAILABLE ATTIME OF DESIGN ALLOWABLE SOIL PRESSURE. 1500 PSF (ASSUMED; TO BE FIELD VERIFIED DURING CONSTRUCTION) FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12' OF COMPACTED STRUCTU RAL FILL AS REQUIRED AND AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE ANY FOOTING ELEVATIONS SHOWN INTHE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONSARE SUBJECTTOSTTE CONDITIONS AND MUSTTHEREFORE BE ESTABLISHED BYTHE CONTRACOIL FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE IMPORTED STRUCTURAL FILLAND BACKFILL MATERIAL SHOULD CONSISTOF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PAITTICLE DIAMETER OFTHREE INCHES AND NO MORE THAN 10%FINES (PASSING THE If= SIEVE). FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTEDTO A MINIMUM OF SS%OF ITS MAXIMUM DRY DENSITYASDETERMINED BYASfM TEST METHOD O1SS7.00. EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY ASOILS ENGINEER RETAINED BYTHE OWNER IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFYTHE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WTIH SECTION CHAPTER 5 OF AC 31B AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FORSTRUCTURALCONCRETE FOR BUILDINGS (ACI 301). ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE RAVING A UNITWEIGHT OFAPPROXIMATELY150 POUNDS PER CUBIC FOOT. CONCRETE STRENGTHS AT 28 DAYS (Pc) AND MIX CRITERLASHALL BE AS FOLLOWS: IMUM MIN C'FMEM MAXIMUM TYPE OF CONSTRUCTIOqjWA=MlCEMENT Ac CONTENTPERCDBLC HRINKAGESTRAINno YARDFOTINGS Bow POSS 51/2 SACK N/A THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF CONCRETE PEAFORM/W CE MIX 15 SUBMITTED TO THE ENGI NEEA ANDTHE BUILDING DEPARTMENT FORAPPROVALTLNO WEEKS PRIOR TO PLACING ANY CONCRETE THE PERFORMANCE MIX SHALL I NCLU DE THE AMD UNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELLAS THE WATER{EMENT RATIO. SLUMP, CONCRETE YIELD, AND SUBSTANMnNG STRENGTH DATA IN ACCORDANCE WITH CHAPTER S OF ACT 32L ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH ACI318TABLE 42S FOR MODERATE EXPOSURE CONDIION. REINFORONGSTEM REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy = 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL PROPERTY REPORTS INOMATING CONFORMANCE W TTH WELDING PROCEDURES SPECIFIED IN AWS DL4 ARE SUBMITTED. CONCRETE COVER ON REINFORCING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3' CONCRETE EXPOSED TO EARTH AND WEATHER: 96 BARS AND LARGER 2' R5 BARS AND SMALLER 11/2' CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS 3/4" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 11/z' CONCRETE GENERAL NOTES SEE ARCHITECTURAL DRAWINGS FORALL GROOVES, NOTCHES.CHAMFEAS, FEATURESTRIPS, COLOR, TEXTIJREAND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4' CHAMFER ATALL CORNERS EXCEPTAS NOTED. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL. ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERJFYALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHTTO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. CONTRACTDRTO SEE ARCHITECTURAL, CIVIL. ELECTRICALAND MECHANICAL DRAWINGS FORSIZE AND LOCATION OF PIPE, VENT, DUCTAND OTHER OPENINGS AND DETAILS NOTSHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABIU7YAND TEMPORARYSHORING AS NECESSARY UNTIL PERMANENTSUPPORTAND STIFFENINGARE INSTALLED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRI TINGTO THE ARCHITECTAND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGESSHOWN ON SHOP DRAWINGS ONLY WILL NOTSATLSFY THIS REQUIREMENT. DRAWINGS INDICATE GENERALANDTYPICAL DETAILS OFCONSTRUCTION. W HERECONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACFER70 DETAILSSHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECTTO REVIEW AND APPROVAL BYTHE ARCHTTECTAND THESTRUC.TURAL ENGINEER ARCH ORCML SAS APPLICABLE BEAR SCULPTURE & ATE BY OTHERS TE FOOTING W/ CING PER DETAIL2 =LATER OF BASE / CENTER OF IOUNDATION ILAN 5CAM 1' -V4* PROVIDE 3/4" CHAMFER WAVING BEARSCULPRIRE & BASE PLATE BY OTHERS CURB PER ARCH OR CIVIL (6) KW IK BOLTTZM04 DRAWINGS AS APPLICABLE f 1/2'OW/31/4'EMBED FINISHED GRADE OR PAVING PERARCH DRAWINGS CONDURSTUB-UPPER ELECTRICAL DWGS ((1``2 18 L 04 CA ISM WM ml�ln a N- (4) 04 EA WAY TOP & BOT PE0.PIAN :a t ENGINEERING 250 4TH AVE. S., SURE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5535 091zllo DESIGN: PDT DRAWN: JCS CHECK: MTM JOB NO: 15153.001 DATE: 09/23/15 0 z_ F- O O LL- Ld ❑o 0 _z rn Q Do �3: > cl� Q Q L LI = m ~ L.tl zy —( 7 O I— w00W m f V) V LLJ J as zLd J � 0 � z t- a U D z cl:a F--i V) a_ SHEET: sil SECTION SCAV-- i =i:v'