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APPROVED ENG PLN BLD-Permit Drawings (REVISED) 08.28.20------------------------------------------------------------------------------------- EXISTING INVENTORY PARKIN OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT E?IST1f1G bRIVEwAYOW RESPONSIBLEER/CONTRACTOR IS FOR EROSION ONTROLAND DRAINAGE ENTER ( Frade at )34) PL• 240r+/- Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES G EXISTING 1UILDING BAGS SURE B-D}� sH1�H SIDING) APPROVED PLANS MUST BE 43,1_62 _. 1:9 ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR -00DE-00MPt1A1t10E- + 1 M. mt'm. J0. 28. 2& 27. r M 2& - 23. 22 ................................................ Install per manufacturers specifications. Have all,VEI!TORY c,T;j�4GE manufacturer )W documentation on site. FIRE TRUCK ACCESS TO PL• 140r+/- ADJACENT ------------------ =------------------- BRaP-EST--Y. 21,1 2& 1 18, 1 1& 1 17. ,IN N 77,r,2, NEW VAZDA SALES BUILDING F.F. 357 LOWER LEVEL F. F. 347 EXIST. GRADE 348 ,a 1` DARNING rBACK - RESUB '7 t�% Sep 01 2020 CITY OF EDMONDS 3' DEVELOPMENT SERVICE \ DEPARTMENT APPROVED BY PLANNING \ VII Sep 15 2020 s/rffSAe".4"1r PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 FAX: (425) 917-2109 GC LICENSE: INSIGSR819L8 ELEC LICENSE: INSIGSR813QA NOf Ed m n cPs a s` Building Department a-i-tmcmress --------------------- SIGN 22130 HIGHWAY 19 wner ; DOUGS HYUND ---------- Approved Date' 9�962 20 Building Official : CUSTOMER: YOUR m mviAG E. OUR PRIORITY. a_ F 12 Permit Number BLD202C 029 22130 Hvu� ENGINEERING DIVISION APPROVED AS NOTED 09/18/2020 ***SIGN TO BE LOCATED ON PRIVATE PROPERTY AND TO MEET SIGHT DISTANCES PER STANDARD DETAIL TR-590.*** Ll1 99 98020 DATE: 08/27/20 PARCEL#:27044900305700 27042900305800 27042900306000 ISI JOB#: 19-9130 ZONE: CG SIGN LEGEND I]]= HYUNDAI PYLON SIGN: M—HYUNDAI WALL SIGN: This is an original design and drawing created for — the exclusive use of the customer. Until transfer by sale, all rights are reserved and it is only to be used PLA "REFER TO PAGES 2 - 5 * * "REFER TO PAGES 7 & 9 - 10 * * by customer in connection with this project. It is not 111�11TEto be reproduced in any manner without the express N®— DIRECTIONAL SIGN: IZI —SERVICE WALL SIGN: written approval of Insignia Sign & Re -Imaging. Construction or permitting conditions may cause a 3"REFER TO PAGES 6 - 7* * "REFER TO PAGES 7 & 11 - 12 * * change in dimensions or specifications. 9 = HYUNDAI PYLON SIGN: 0 4 RIGHT SIDE VIEW 1 7'-9 3/16" 7-5 13/16" 7-5 3/16" KICK PLATE 3 FRONT ELEVATION ' 21 sq ft 7'-9 3/16" 7-513/16" 7'-5 3/16" to to CO N FREESTANDING SIGN TO HAVE LANDSCAPED AREA TWICE THE SIZE OF THE SIGN AREA AT BASE OF THE SIGN. � MATERIAL SEAM LANDSCAPING CLEAR ACRYLIC (5YM130L MARK 509) & (LOGOTYPE L07) W/ 2ND SURFACE CHROMED FIN15H BACKED W/ TRANSLUCENT WHITE ACRYLIC 4MM ACM 'HYUNDAI BRONZE' REVEAL COPY 15 ROUTED & PUSH THRU 3/4" CLEAR ACRYLIC -COPY STYLE 15 MODERN H BOLD -SACKER 15 'WHITE' 2447 ACRYLIC FABRICATED 4MM PRE -FINISHED 'HYUNDAI BRONZE' ACM CABINET GRADE 1111161, 7-5 3/4" 1111161, N 1 PLAN VIEW 1 RESUB Sep 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT zMi 0, ff 4 & MGN/11 rA PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 FAX: (425) 917-2109 GC LICENSE: INSIGSR8191.8 ELEC LICENSE: INSIGSR813QA CUSTOMER: r/tYOUR .mviAGEN OUR PRIORITY. PAGE: 2 OF 12 PROJECT ADDRESS: 22130 Hwy 99 Edmonds, WA 98020 DATE: 08/27/20 PARCEL#: 27042900305700 47042900305800 27042900306000 ISI JOB#: 19-9130 ZONE: CG This is an original design and drawing created for the exclusive use of the customer. Until transfer by sale, all rights are reserved and it is only to be used by customer in connection with this project. It is not to be reproduced in any manner without the express written approval of Insignia Sign & Re -Imaging. Construction or permitting conditions may cause a change in dimensions or specifications. = HYUNDAI PYLON SIGN: WEATHERPROOFJ-BOX PROVIDED 8'-0" FROM THE 51GN BY DEALER OR DEALER G.C. DEDICATED CIRCUIT TO J-BOX BY THE DEALER OR DEALER G.C. 8'-0" 14 GA LONG FLE) LIQUID TITE CON-1 T-0" 1 ELECTRICAL DETAIL 15 .063" BRAKEFORMED ALUM. PANEL MECHANICALY FA5TENED TO 5TEEL TUBE W/ #10 5.5.H.H. 5CREW5 (116)AGILIGHT PRO115 6500K'WHITE' LED MODULES MOUNTED TO ALUM. PANEL CV T-0" 6'-8" 2' (2)ALLIM. PANEL DETAIL \1115 (42)AGILIGHT PP0115 6500K'WHITE' LED MODULE5 MOUNTED TO ALUM. PANEL .063" BRAKEFORMED ALUM. PANEL MECHANICALY FASTENED TO 5TEEL TUBE W/ #10 5.5.H.H. 5CREW5 3/8" 12 GA FLEX CONDUIT zMjrff & MGN/*F4rA PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 FAX: (425) 917-2109 GC LICENSE: INSIGSR8191.8 ELEC LICENSE: INSIGSR813QA CUSTOMER: r/tIYOUR mmv,AGEN a-Ift-1G­hll -OUR PRIORITY. PAGE: 3 OF 12 PROJECT ADDRESS: 22130 Hwy 99 Edmonds, WA 98020 DATE: 08/27/20 DISCONNECT 5WITCH W/ J-BOX PARCEL#: 27042900305700 (3)AGILIGHT POWER SUPPLY 27042900305800 27042900306000 ISI JOB#: 19-9130 ZONE: CG RESUB Sep2 2 p This is an original design and drawing created for the exclusive use of the customer. Until transfer by CITY OF EDMONDS sale, all rights are reserved and it is only to be used DEVELOPMENT SERVICES DEPARTMENT by customer in connection with this project. It is not to be reproduced in any manner without the express written approval of Insignia Sign & Re -Imaging. Construction or permitting conditions may cause a change in dimensions or specifications. NOTE: CABINET DESIGN BY A—] OTHERS -- ] ELECTRICAL DESIGN 7'-9 3/16" I BY OTHERS 2.32 CU. YDS. OF CONCRETE REQ'D 14'--0"— ELEVATION TUROVER N %LL EXPOSED STEEL BELOW GRADE (INCLUDING EXPOSED ANCHOF BOLTS) SHALL BE COATED WITH CARBOLINE BITUMASTIC 50 COAL TAR OR EQUAL AFTER INSTALLATION AND PRIOR TO LANDSCAPING. 1'--10" 2"x4"x3/ 16" STEEL TUBE CROSS MEMBERS SEE CONNECTION DETAIL A 1 1/2" BASE PLATE PLATE DETAIL 14"x 14 "x 1 1 /4" STEEL PLATE 1 /4" DIA. HOLE DOUG'S LYNNWOOD HYUNDAI 22130 HIGHWAY 99 EDMONDS, WA 98026 CLIENT: 1�< TYP 811x811x3/16" STEEL TUBE 3" DIA. ELECTRICAL HOLE PARTICULAR CARE SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT OF THE THICKER ELEMENT FOR THE SOUNDNESS OF THE WELD. OTHERWISE, USE 5/16" MIN. WELD. ANCHOR BOLT PROJECTION DETAIL REBAR SCHEDULE DO NOT WELD REBAR SPREAD FOUNDATION PLACEMENT SIZE SPACING QUANTITY LONG BOTTOM STEEL #4 13" 4 LONG TOP STEEL #4 13" 4 BOTTOM CROSS STEEL #4 13" 5 TOP CROSS STEEL #4 13" 5 8"x8"x3/16" STEEL TUBE 1 "DIA.x3O" LONG THREADED ROD 4"x14"x1 1/4" ;TEEL PLATE GH-STRENGTH, ON -SHRINK GROUT RESUB Sep 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT = HYUNDAI PYLON SIGN: INTERNATIONAL PARKWAY P.O. BOX 9175 VIRGINIA BEACH, VA 23450 DATE DESCRIPTION ® -/-/-------------- ® -/-/-------------- Q -/-/-------------- ® -/-/-------------- ® /-/-------------- e -/-/-------------- !V d.O" od t&" Fdmld m %1. &.kw m a..W for th. rood pmld " a. tM We praprty d uw 6glne.Snq,VI-It, d thre e a for my porpone vuw tt . thhee htmded apgs=ft dot ha prop .MhuA the widen caa.mt d IlK p++h4 LLC Dkde d my d 1M WIM U on wdo.d .tthh dDbul euwnt d tlw a.nw. Y a "i'U. d W kchd p vp" and " nat be Nwated TEAL SIGNATURE: J.. .%,� oF � a Ssy%n � o c z g P a07C8 �sS�ONAI.�NG EPIRES 04 / 16 / 2021 E/i/G//l/EEf7/NG LINK Engineering, L.L.C. 133 SwM DavW Um w Krm A* T� 37BU Ph— (OW) SW-4001 . ­Mk-g- 19-0891R2 I B1633271 1 1 3 1 8/24/20 1 GHK DOUG'S LYNNWOOD HYUNDAI 22130 HIGHWAY 99 EDMONDS, WA 98026 General Notes: 1. Design is based on a 110 mph, 3 second gust wind design per IBC 2015 Category II, Exposure C. Seismic Design CLIENT: IR3OJECTN 19-0891FO 01 DOUG'SLYNNWOODHYUNOAI BOTTOM STEEL APEAREADPER FrOFWIDTH 0,143 Category D. August 24, 2020 22130 HIGHWAY 99 TOP STEEL A REA REO'D PER FT OF WIDTH 0.063 DRA,ANNG0 BvIMi 71 EDMONDS.WA98M 2. Spread foundation is based on a presumptive safe vertical WAND LOAD 17.37 ESE LONG BOTTONi$TFE- REBAAR SIZE 4.000 ' soil pressure minimum of 1500 psf. Vertical Slab foundation WIND SPEED 110 MPH CLIENT: ARCNRECTURAL GRA PHCS. ND WEIGHT PER FT O.fifiB • a COLUMNS 1 � BC 2015 2655 NTERNATIONAL iTClN1'_ SPACING 13.000 n is based on a presumptive safe lateral soil bearing pressure DESIGNER GHK VIRGNABEACH. VA AREA PER BAR ()Zoo minimum of 100 psf per foot of depth. Isolated lateral AG BOTTOM STEEL AREA REOD PER FT OF WIDTH 0, 143 bearing footings Subject to short-term lateral loads and not • WIsHA PE ' CBNTROiD TOTAL BABE ADJUSTED AREA PER FT 0200,• adversely affected by a 1/2" motion at grade are permitted INTERNATIONAL PARKWAY ITEM HEIGHT WIDTH ' FACTOR HEIGHT AR:A ' FORCE MOMENT MOMENT CENTROID MOMENT EST NO,REU'D 3,692 to be designed using twice the tabulated value of the =_ - -- _-_- --- = -= ____ NUAEERREii 400a 9 9 P.O. BOX 9175 SIGN 7.093 7766 1mo 3.096 55.007 0.955 3.722 �v ��� LENGTH 51 fit corresponding soil class. VIRGINIA BEACH, VA 23450 COL I CLAD 5.182 7766 100D 2.850 40244 1654 10666 10.147 6.133 11.152 WEIGHT 15.364 3. A soil report was not provided. Foundation analysis assumes SUBGRADE 0.875 0.438 D.GGD 1654 12609 EDGE 4.500 ' Soil Classification 5. Allowable bearing pressure should be 01 1z266 LONG 70PSTEEL RESAR SIZE 4_000 verified prior to placement of concrete. In the event that DATE DESCRIPTION COLUMN CALCULATIONS (CODES P}RPEC=oTHe3r=TUBE) S� I;PER FT � ;, the stated requirements are not met and conditions appear DESIGN AVA ILA BILE AREA PER BAR G.200 in' deleterious, cease and secure excavation and immediately --------_-`- COLUMN ' COLUMN ' COLUMN ' Im ' MOIXDLUS• REQUIRED FLEXURAL TOP STEEL AREA RED'D PER FT OFW 07H 0.063 contact ARCHITECTURAL GRAPHICS, INC. ® ------------- frEiM1 WIDTH DEPTH wALL COLUMN COLUMN MOMENT STRENGTH UNITY AREA PER Fr 0.200 ' 4. Foundation shall not be placed at the top of, or on the -` =�_ _ -= _= - === �== ====== EST NO. FWD 3.692 _ ___ _ ---- _-0.394 side of a slope exceeding 3:1, or adjacent to a fill slope ® /-/-------------- T SUBGROOL�CLAD 8,000 8.000 0.174 49.3 12.33 11.10E 29.31 CA45 Slender NUaLENGTHBER �D 5750 unless re-evaluated b a competent Professional Engineer. T SUBGRAOE B,U70 8.000 0.174 49.3 12.33 12609 2631 0445 Slender LENGTH 5750 ft o PQ _/_/_ _____________ �,� ,5.�,, Do not place foundation in fill. BOLT CALCULATIONS EDGE 4500 5. Concrete shall be mixed to attain a minimum 28 day 8 _/_/_ _____________ CROSS STEE_ RIIA.R SIZE 4.000 ' compressive strength of 3000 psi. BOLT BOLTSI TENSIOW BOLT ALLOW, ' ALLOWABLE WEIGHT PER FT 0.664 6. Steel reinforcing bars shall conform to ASTM A615, Grade ------------- ITEM MOMENT SPACING RATE BOLT DV+M STABS TENSION SPACING 15.00 n =_ = =- _ = 60 with deformations in accordance with ASTM A305. __ = = --_ -- =_- _= =- _ == LENGTH 3.500 It BASFFL 12609 11.0M 4OW 6878 1.000 19. 100 15001 EST NO. REO'D 5.000 Welding of reinforcing bars is prohibited. NuM1BERREO'D 5.000 7. All voids between column base late and foundation surface kid.'d.'"�b°"�q o.°I.d 1"°dr�'� FLATEGALCULATIONS E❑GE 7.500 n P Inl.d pr°Js<t ud a. III vi papsty of LW D*"ft LLC. U.. d shall be completely filled with high -strength, non -shrink BLe ded71T 9T qa. for mr pxp III bm 1N1. btwW d ¢pllwft WEIGHT 23,380 to TIN A b. nItt. _t & LI.X Fi1¢. s LLC ••»••••»•..•.N. grout. Diiii d Tr e4 1, Y76nno kn indm d NtNA edits wort 4! N rorA vNE Hr 54,108 8, Anchor bolts shall meet ASTM F1554 Grade 36. Exposed °'a"' ° ° "dafei a k`4WW IIII l7 en°'"d M10t W biwri rTE,A THusIOW h10Mf3NT MOMENT RATE PLATE FLATS MWWRIM p SEAL h SIGNATURE: BOLT ARM RATE WIDTH DEPTH THICK THICK FOUNDATIDNWIDTH 4,000 ft Surfaces shall be galvanized or coated to prevent corrosion. BASEPL 6878 2.261 15.690 E531 14 UU0 1250 0731 FOUNDATION LENGTH 6.250 ft 9. All support members shall be free from defects. Steel tube ANCHORBOLTPROJECTION ANCHOR 13.68 l3A27NT ANCHORB20. IWN't.INGTH MOMENT .At SLAB shall meet ASTM A500 Grade B with a minimum yield 6.000 13.693 20.000 M1OM5NT 12.fi09 FT -KIP USE 30"A.S. FORGE 1654 KP strength of 46000 psi. Steel angle, channel and plate shall ' REFERENCE 111807,3.26 TA BLE 1505.2 meet ASTM A36. sPREA❑FOUNI]ATION ASSUMESOILCLASS 45OL�MIL, MFIBCH 10, Steel welds shall be made with E70xx low hydrogen MOMENTAT GRADE 12609 LATERAL BEARING PRESSURI PSF(FT OF DEPTH too 0 IFEI electrodes by persons qualified in accordance with AWS Kit TOTAL FORCE 1.654 kP 51 350.0 standards within the past two years. WAS `1 S B DEPTH 5250 Fr PEDESTAL V,5GHT 0.WE�GHT OF SIGN80Do MP SLAB WIDTH 5.0°0 ' Fr. 11. All structural bolts shall conform to ASTM A325, and be Shay SLAB wIDTH 4.001) ' ft SLAB THICKNESS 2500 FT, zinc coated unless noted otherwise. When used with SLAB LENGTH 6250 ` 11 AVIPRA GE HEIGHT (n) 7621 Fr. structural bolts, heavy hex nuts shall conform to ASTM 0 SLAB DEPTH 2,500 ' f1 A= 234'FORCEl(51'b) 1979,A563, and washers shall conform to ASTM F436. Pretension coSEA x TOTAL FIGHT 024 kip MINIMUM CALCULATED THICKNESS 5.56 Fr. all high strength bolts using the Turn--Of-Nut method TOTAL OVERTURNING 16746 kip MIRTUW1HMDW6SW178.1 RFEAR-WrTH) 11'662 " unless noted otherwise. OVEiTURNNG MOMENT 1fi_746 SORT(M12'G'1.7•.75'(.178•tz•1Mf0THJ) � FAC70ROF SA FETY 1.912 ' ' ACRJA L THICJ06ESG 31 IN orMrwr 1634 CONCRETE 2.431 Cu YD. 12. The scope of this engineer does not include onsite PO R 407D8 Q �w U2-e 1.491 EXCAVATION 2.431 Cu, YD P g (1�f'IST0, r\� SOIL PRESSURE2•WTI(3-(LR-e)•WrtDTH) 1148 observations. �L�ulON A1-��v I CONCRETE 2.315 yd' 13. Link Engineering will not be responsible for the safety on �ZCI EXCAVATION 2.315 yd, this job site before, during or after installation of this !!!! MIN.. THCKNESS WIO REBAR 13.039 In structure. It is the responsibility of the owners, contractors EXPIRES 04 / 16 / 2021 SOR71MT12.6.1.7•.75+(.178.12•WNDTH) and installers to ensure that the installation and erection of ACTUA L THICKNESS 30.0W in this structure is performed using methods that are in full compliance with OSHA regulations. 14. Any deviation from this design or from any part of this drawing, including the General Notes, without prior written consent from Link Engineering voids this drawing in its L entirety. 15. The structure designed on this drawing is intended to be installed at the address shown and should not be used at LINK Engineering L.L.C. any other location. RE S U B ,35 INS l5N-40n°xWle, Mku W. 37Y22 Sep 01 2020 ProjeM Number. Drawing Number. HYUNDAI PYLON SIGN: 19-0891R2 81633271 CITY OF EDMONDS DEVELOPMENT SERVICES BHT. 10F DATE: BY: DEPARTMENT 3 3 8/24/20 GHK m= DIRECTIONAL SIGN: 2'-5 318" 2'-3 718" T-3 1116" 3 11116" 3 118" 314" Left Elevation Right Elevation GDSI-DIR-36 7.34 SF. RESUB Sep 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT zMrff & M401N/mrA PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 FAX: (425) 917-2109 GC LICENSE: INSIGSR8191.8 ELEC LICENSE: INSIGSR813QA CUSTOMER: III YOUR m mv,AG E. a OUR PRIORITY. PAGE: 6 OF 12 PROJECT ADDRESS: 22130 Hwy 99 Edmonds, WA 98020 DATE: 08/27/20 PARCEL#: 27042900305700 27042900305800 27042900306000 ISI JOB#: 19-9130 ZONE: CG This is an original design and drawing created for the exclusive use of the customer. Until transfer by sale, all rights are reserved and it is only to be used by customer in connection with this project. It is not to be reproduced in any manner without the express written approval of Insignia Sign & Re -Imaging. Construction or permitting conditions may cause a change in dimensions or specifications. m= 9 DIRECTIONAL SIGN: 041 n M w z w < w z z U O STEEL COLUMN 2500 P51 CONCRETE FOUNDATION MATERIAL 5PECIFICATION5: (UNLE55 OTHERWI5E NOTED) CONCRETE - 2500 P51 CA155ON FOUNDATION(0.1 CUBIC YARDS) 1 FOUNDATION DETAIL 5 2'-5 3/8" 2'-25/4" 2'-01/4" 21/8" FRONT SECTION \11,3 sig�r 4r Re-/A7,WA rg PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 (1) PIECE 4MM BRAKE FORMED ACM TOP SECTION FAX: (425) 917-2109 2" X 2" X 1/8" X 2" WIDE ALUM. ANGLE GC LICENSE: INSIGSR8191.8 TO INSIDE OF AGI ALUM. FRAME ELEC LICENSE: INSIGSR813QA 2 ALUM. FRAME 4 CUSTOMER: BRAKE FORMED ALUM. CHANNEL WE I I YOUR . mAG E ■ WELDED TO AGI ALUM. CHANNEL V FRAME OUR PRIORITY. 213/16" AGI ALUM. CHANNEL FRAME 4MM BRAKE FORMED ACM CABINET 1/8" BRAKE FORMED ALUM. ANGLE WELDED TO AGI + . ALUM. CHANNEL FRAME 4MM BRAKE FORMED ACM KICKER PANEL 1/4"-20 X 3" LONG 5.5.H.H. BOLT 1 PLAN VIEW RESUB 1 Sep 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PAGE: 7 OF 12 PROJECT ADDRESS: 22130 Hwy 99 Edmonds, WA 98020 DATE: 08/27/20 PARCEL#: 27042900305700 27042900305800 27042900306000 ISI JOB#: 19-9130 ZONE: CG This is an original design and drawing created for the exclusive use of the customer. Until transfer by sale, all rights are reserved and it is only to be used by customer in connection with this project. It is not to be reproduced in any manner without the express written approval of Insignia Sign & Re -Imaging. Construction or permitting conditions may cause a change in dimensions or specifications. ICL- CL 26F 3r by E CL I E m I , m PROPOSED EAST ELEVATION VIEW (FRONT 8'-99/16" 18' Gateway Entry Element 7'-0" 1'-2 3/4 1z = HYUNDAI WALL SIGN: 25'-11 5/16" 17'-8 9/16 HCS-43F HCL-30F 93,59 sq. ft, PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 FAX: (425) 917-2109 GC LICENSE: INSIGSR8191.8 ELEC LICENSE: INSIGSR813QA CUSTOMER: /rt1IYOUR IMAGE. ah,e�"MOUR PRIORITY. PAGE: 8 OF 12 PROJECT ADDRESS: 22130 Hwy 99 Edmonds, WA 98020 DATE: 08/27/20 PARCEL#: 27042900305700 27042900305800 27042900306000 ISI JOB#: 19-9130 N ZONE: CG RE S U B This is an original design and drawing created for the exclusive use of the customer. Until transfer by Sep 01 2020 sale, all rights are reserved and it is only to be used H W S - 3 3 F S W-2 4 F CITY OF EDMONDS by customer in connection with this project. It is not - DEVELOPMENT SERVICES to be reproduced in any manner without the express SERVICE WALL SIGN: • DEPARTMENT written approval of Insignia Sign & Re -Imaging. 17.67 SF Construction or permitting conditions may cause a change in dimensions or specifications. 1z = HYUNDAI WALL SIGN: 7-0" 1'-2 3/4" LO l� FABRICATED ALUM. CHANNEL LOGO - CLIENT TO SPECIFY COLOR OF RETURN5 26-11 5/16" 17-8 9/16" U�oI ncnivincl,% D ACRYLIC FACES BY WESTIFORM HCS-43F HCL-30F 93.59 sq. ft. FRONT ELEVATION (V FABRICATED ALUM. CHANNEL LETTER5 - CLIENT TO SPECIFY COLOR OF RETURN5 4------------------------------------------------------------- POWER SUPPLY #1 (QTY:114) POWER SUPPLY #2 (QTY: 95) POWER SUPPLY #3 (QTY:113) POWER SUPPLY #4 (QTY: 68) POWER SUPPLY #5 (QTY: 89) L — — — — — — — — — — — — I — — — -------------------------- — -----— — — — — — — — — J ®®®®®®®®® ® 114 GENERALNOTE5: (5) POWER 5UPPLIE5 @ 60w EACH TOTAL AMPS (4.5) (1) DEDICATED CIRCUIT REQ'D ®®® ®/® III IIIL III I 1 9 56 39 56 57 68 67 22 LED LAYOUT 4 RESUB Sep 01 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A1040-IM17N/hF4rA PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 FAX: (425) 917-2109 GC LICENSE: INSIGSR8191.8 ELEC LICENSE: INSIGSR813QA CUSTOMER: r/tYOUR .mviAGEN OUR PRIORITY. PAGE: 9 OF 12 PROJECT ADDRESS: 22130 Hwy 99 Edmonds, WA 98020 DATE: 08/27/20 PARCEL#: 27042900305700 27042900305800 27042900306000 ISI JOB#: 19-9130 ZONE: CG This is an original design and drawing created for the exclusive use of the customer. Until transfer by sale, all rights are reserved and it is only to be used by customer in connection with this project. It is not to be reproduced in any manner without the express written approval of Insignia Sign & Re -Imaging. Construction or permitting conditions may cause a change in dimensions or specifications. [Z= HYUNDAI WALL SIGN: 1/5" NEOPRENE GASKET MOUNTED ARO CABINET PERIME I .063' ALUM. RETURNS WEL L — TO ALUM. BACKER PA ------------- #10-16 X 1 1/2" 5.5.H.H. TEK SCREWS TO 5EC LETTERS TO EXISTING ACM N — — — — — — — — — — — - ------------ AGILIGHT 6500K PR0115 2G3 LED MODL MOUNTED TO LETTER 13AC L— — — — — — — — — — - LED LEAD V THERMOFORMED ACRYLIC FA BY WESTIF( �090" ALUM. BACKER PA 1/4"0 WEEP HOLES W/ LIGHT 5H A5 RI I #8 STEEL U-STYLE CLIP ON (McMASTER #94810AC 3/4" X 3/4" X 1/8" X 1" LONG POLYCARNONATE CHEMICALLY BONDED TO BACK OF FA i -USE A URETHANE BASED ADHE I #8 X 3/4" 5.5.P.H. SHEET METAL SCRI TO SECURE FACE TO RETU L------ @—�C.(MAX.SPACI - 5" 2" X 3/16" SPACER Wl 1/4"0 HARDWARE A5 REQ'D TRANSFORMER BOX TO HOUSE POWER SUPPLIES D15CONNECT SWITCH 1/2" X 6- 0" LONG FLEXIBLE LIQUID TIGHT CONDUIT WHIP TO OWNER PROVIDED POWER SUPPLY 1/2" LIQUID TIGHT FLEXIBLE CONDUIT PIGTAILS EXISTING ACM WALL MN/hF4rA PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 FAX: (425) 917-2109 GC LICENSE: INSIGSR8191.8 ELEC LICENSE: INSIGSR813QA CUSTOMER: r/tYOUR .mviAGEN OUR PRIORITY. PAGE: 10 OF 12 PROJECT ADDRESS: 22130 Hwy 99 Edmonds, WA 98020 DATE: 08/27/20 PARCEL#: 27042900305700 27042900305800 27042900306000 ISI JOB#: 19-9130 ZONE: CG R E S U B This is an original design and drawing created for the exclusive use of the customer. Until transfer by S2�2� Sep p sale, all rights are reserved and it is only to be used by customer in connection with this project. It is not CITY OF EDMONDS to be reproduced in any manner without the express DEVELOPMENT SERVICES written approval of Insignia Sign & Re -Imaging. DEPARTMENT Construction or permitting conditions may cause a change in dimensions or specifications. = SERVICE WALL SIGN: 0 (V 5W-24F 12 NOTES: 74 feet LS-PR0115-65K-2L1 - 148 Modules 2 - PS12-60WSL-100-277V 8'-99/16" HWS-33F SW-24F 17.67 SF a VI I I 12 6 9 5 8 Pwr # 1 LED LAYOUT 3 FABRICATED ALUM. CHANNEL LETTERS W/ PRE-FINI5HED'WHITE' RETURNS TRANSLUCENT WHITE #2447 ACRYLIC FACES W/ WHITE TRIM CAPS 12 2, _ 0„ M4A7N/AJFgA PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 FAX: (425) 917-2109 GC LICENSE: INSIGSR819L8 ELEC LICENSE: INSIGSR813QA CUSTOMER: II/t YOUR IMAGE. a OUR PRIORITY. PAGE: 11 OF 12 PROJECT ADDRESS: 22130 Hwy 99 Edmonds, WA 98020 DATE: 08/27/20 PARCEL#: 27042900305700 27042900305800 27042900306000 BSI JOB#: 19-9130 ZONE: CG RE S U B This is an original design and drawing created for the exclusive use of the customer. Until transfer by Sep 01 2020 sale, all rights are reserved and it is only to be used by customer in connection with this project. It is not CITY OF EDMONDS to be reproduced in any manner without the express DEVELOPMENT SERVICES DEPARTMENT written approval of Insignia Sign & Re -Imaging. Construction or permitting conditions may cause a change in dimensions or specifications. = SERVICE WALL SIGN: 2" RIGID FOAM INSULATION SHOP MOUNTED TO INSIDE PANELS BY A.I. ACM CLADDING FINISH 1" WHITE JEWELITE TRIM FASTENED W/ #6 X 1/2" LONG S.S.P. H. SHEET METAL SCREWS @ 16" O.C. - MIN PER LETTER .040" CHANNEL LUME ALUM RETURN PREFIN15HED WHITE STAPLED TO BACK #10 X 1 1/2" LONG 5.5.H.H. SCREW 9/16" PAIGE ELECTRIC WALL BUSTER 2447'WHITE' ACRYLIC SEE CHART FOR THICKNE55 3MM'WHITE' ACM BACKER AGILIGHT ULTRA 450 65K WHITE LED MODULES CARLING TYPE EXTERNAL D15CONNECT SWITCH 2" X 3/16" SPACER W/ 1/4"0 HARDWARE AS REQ 1/4"0 WEEP HOLES W/ LIGHT SHIELD (AS REQ'D) TRANSFORMER BOX TO HOUSE POWER SUPPLIES zAM ijrff & MGN/�A PHYSICAL & MAILING ADDRESS: 325 Burnett Ave N Renton, WA 98057 OFFICE: (425) 917-2109 FAX: (425) 917-2109 GC LICENSE: INSIGSR8191.8 ELEC LICENSE: INSIGSR813QA CUSTOMER: ry�G-I I YO U R .mv,AGE0 a-Ift-1��ohl IOUR PRIORITY. PAGE: 12 OF 12 PROJECT ADDRESS: 22130 Hwy 99 Edmonds, WA 98020 DATE: 08/27/20 PARCEL#:27044900305700 27042900305800 9N VIEW 47042900306000 ISI JOB#: 19-9130 ZONE: CG R E S U B This is an original design and drawing created for the exclusive use of the customer. Until transfer by S22�20 sale, all rights are reserved and it is only to be used i� by customer in connection with this project. It is not CITY OF EDMONDS to be reproduced in any manner without the express DEVELOPMENT SERVICES written approval of Insignia Sign & Re -Imaging. DEPARTMENT Construction or permitting conditions may cause a change in dimensions or specifications.