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12-101750 (2) I Sign City of Federal W Permit #: 12-101750-00-SG Pb:(253)835-2607 Fax(253)835-2609 j Inspection Request Line: (253)835-3050 Project Name: MCDONALDS Project Address: 2302 S 320TH ST Parcel Number. 092104 9272 Project Description: Remove and replace(3)existing internally illuminated wall signs.To attach to existing J boxes **Includes footing for menuboard sign** Owner Alnt Contractor WILLIAM CHO CHAD KUNTZ E M PRECISION LLC 33236 139TH TERRACE SE FREIHEIT&HO ARCHITECTS 1NC PS EMPREL*981L0(7/22/14) AUBURN WA 98092-9260 5209 LAKE WASHINGTON BLVD NE SUITE 2i PO BOX 2266 KIRKLAND WA 98033 SUMNER WA 98390 .. 4 Ad '/ of Comprehensive Plan Designation. City Center Core Zoning Designation. CC-C CONDITIONS: ***FOOTING INSPECTION REQUIRED FOR MENU BOARD*** PERMIT EXPIRES Sunday, March 10, 2013 Permit Issued on Tuesday, September 11,2012 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent J2c'21) Date: THIS CARD IS TO REMAIN ON-SITE sp «�►� Construction Inection Record Federal Way INSPECTION REQUESTS: (253)835-3050 PERMIT#: 12-101750-00-SG Address: 2302 S 320TH ST Project: WILLIAM CHO FEDERAL WAY, WA 98003-5418 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. El Footings/Setback(4110) ❑ Final-Electrical(4055) ElFinal-Sign(4085) Approved to place concrete Approved Approved By Date By Date By Date 0 Attachment(4010) Approved By Date • CI Rough Electrical Final ElectricalCI Right of Way Approved Approved Approved By Date By Date By Date • RECEIVED N. APR 192012 J - / D / 75a54 CITY OF IgN-PERMIT- TQ -- Fe-derai Weer of of cos APPLICATION 5 i /42 > /� ■1 PROPERTY INFORMATION SITE ADDRESS 2 3 6 2 S. 3 2O t % ST. SUITE/UNIT I ----- ASSESSOR'S TAX/PARCEL M 0 q 2 1 O ! - 12 1 Z. ZONING DESIGNATION t C--G- ■ PROJECT INFORMATION TYPE OF PROJECT(Check all that apply): a NEW ti)ALTERATION ❑REFACE ❑EXEMPT ❑ELECTRICAL(To attach to existing J-box-include on this permit) ELECTRICAL(New/altered circuit&J-box added-separate permit is required)NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: 3 Freestanding: 2- TOTAL ESTIMATED PROJECT COST:$ 7r / 6 3 DETAILED PROJECT DESCRIPTION: JPIIMM i 411 Sint afe OA 5te/,4 via E s4 a I ewi tz,A.S• sic Iror lc ;Ac lvcl9c rpm c x;S/+'ni ,'Qi u 6 oRrd ovue (.4.D . a 1I re,/nc/Ay wad v►PtV (e*crpe at new looCaf.ons,/lntivd;n9 _Pre-set/ hoard 4nI 4ia/elvey, _ - BUSINESS NAME ON SIGN: AlC Il 0/lQ I'Q S • PEOPLE INFORMATION SIGN OWNER: ► M •M' ,'11�) PRIMARY PHONE MAU'grAD,CRESS(STREETSOUR" CITY.SC 1)0 A:l d's USA L[C (FAX NUMBER 12f) 2Y2 -2'120 12131 II3+1 Ave. NE, Sre. 103, k(irk/a,J,wtr 'So3ti ('/iS)2'12 - Cr1Y OF FEDERAL WAY BUSINESS LICENSE NUMBER E-MAIL ADDRESS i4A.Ma44t01610JOIGI.614 CONTRACTOR: COMPANY NAME APPLICANT'NAME OFFICE PHONE T.e•ti• -- ( ) - MAILING ADDRESS(STREET ADDRESS:COY.STATE,ZIP): CELL PHONE ....--- ( ) CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER �.----- ( ) _ CONTRACTORS REGISTRATION NUMBER EXPIRATION DATE: E-MAIL ADDRESS APPLICANT COMPANY NAME APPLICANT PRIMARY PHONE Trh;Aef iNoArai;kcfs,Inc.P s. ak CvN4t (I/2c) Z27 -2/06 MAILING ADDRESS CITY STATE, P FAX NUMBER S 2o1 `Ilft w�sJ i•L Blvd. NE s,ikLzoo 'rIcl.d, t ggs33 (�f2S )d2f -4779 RELATIONSHIP TO PROJECT � A Atext-- E-MAIL ADDRESS ❑ Contractor 0 Tenant .1X:ther ' L _ e Kim t )O Phodtcit.COM PROJECT _ AA ''// // PRIMARY PHONE E-MAIL ADDRESS: CONTACT Ci o/ k'.niiI F7iii64 ;I(o tiatikcs Nil ) 8Z1 - 6KuA1.44FAoarcl1•co/ 1 • SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am uthorized by the owner of the' A above premises to perform the work for which the permit application is made • SIGNATURE IrL;Ae;f f go 4 -t ech ech"AC/ ( S. DATE: LIP 3//Z COMMUNITY DEVELOPMENT SERVICES•33325 8TM AVENUE SOUTH•FEDERAL WAY,WA 98003-6325.253-835-2607•FAX:253-835-2609 1 ■ TYPE OF SIGN(S) (Indicate number of each) PERMANENT FREE STANDING: MONUMENT PEDESTAL POLE - TENANT DIRECTORY OTHER L OTHER(Describe) Q PF Menu Q a i- t ( etteMp}) PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) see 44-tarke il ■ DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(FT) WIDTH •x HEIGHT x#OF FACES NO/INT/EXT YES/NO (FT) I A ! %/fir Os Erei pf). 'Aeni aMid 2o.a' x S3,q' :_ ' :,3I215 tlT 1`�0 S ' 2/x STREET FRONTAGE(LINEAR FEET): I N7. 7 BUILDING MOUNTED SIGNS SIGN TYPE SIGN,AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.) A "M N 4' K'-o" x 21YIP =y1.2Sff l HT g;y :n%L"Top.ii.t'/i 8qs Sr B otk ^m w;f Y t" x �Z x = 13.41 sf IN T. B•f io'4"Tp:I4e-I` S 17 SF "M•' tf. Ina" x till x I = 13.'/CP E�sr— , o t l V/ Sf Mom; (N 7. �:1y-t A •R-o x x E", x x - LARGEST EXPOSED BUILDING FACE(SQUARE FEET): ill e// Sf FOrt OFFICE USE OI!(L '!'* . .....,v.'., _ ZONING DESIGNATION: CC,- PROFILE: 0 HIGH DIUM ❑ LOW 0 FREEWAY BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: AREA PROPOSED: AREA PROPOSED: LARGEST BUILDING FACADE: STREET FRONTAGE: NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: Bulletin#102-January 1,2011 Page 2 of 4 k:/Handouts/Sign Permit Application SIGN PERMIT-APPLICATION CHE ST- - ■ MINIMUM SUBMITTAL REQUIREMENTS APPLICATIONS WILL NOTBE ACCEPTED AT THE COUNTER UNLESS ALL REQUIRED INFORMATION IS PROVIDED ❑ COMPLETED PERMIT APPLICATION ❑ APPLICATION FEES ❑ Two(2)COMPLETE SETS OF PLANS(ASSEMBLED AND STAPLED INTO SETS) ❑ MINIMUM PLAN SIZE—11"X 17" o PLANS DRAWN TO SCALE AND SCALE PROVIDED ❑ SITE PLAN: o Scale(1"= 20') o Location of ALL proposed signs, including refaces ❑ North arrow o Each sign alpha labeled consistent with application o Property lines and building footprint o Location of all existing signs to remain o Location of suite,if multi-tenant o Location of all existing signs to be removed ■ BUILDING MOUNTED SIGNS ❑ ELEVATION DRAWINGS ❑ DETAILS ❑ Scale(eh"= 1') ❑ Scale ❑ Location and size of all signage induding: ❑ Sign materials,color and illumination type o Existing signs to be removed ❑ Actual weight of sign or individual letters o Existing signs to remain on each facade o Cross-section showing scaled width of sign: o Proposed signs if canopy or awning, show entire building o Dimensions of each building face or suite facade induding awning/canopy and color scheme o Calculated total building face area o Method of attachment,size/type of o Calculated total sign face area OR connector AND Calculated total area of individual signage ❑ Site-specific installation details(what sign is components(letters, numbers,logos,etc.) attached to in field),placement and o Each proposed sign alpha labeled consistent construction with application o Each proposed sign alpha labeled consistent with application ■ FREE STANDING SIGNS ❑ SITE/LANDSCAPING PLAN ❑ ELEVATION DRAWINGS (IN ADDITION TO OVERALL SITE PLAN) ❑ Scale ❑ Minimum scale 1" = 20' o Sign materials,color&illumination type o Footprint and dimensions of sign o Sign face/panel/base dimensions o Setbacks from property line(s) o Calculated total sign/panel area ❑ Show point of measurement for location of o Base materials&how harmonious w/building property line(s) using fog-line,sidewalk, ❑ Foundation type and/or edge of pavement o Alpha labeling consistent with application o Show location of driveway and street o Footprint and dimensions of landscape area ❑ CROSS-SECTION o Type&location of landscape vegetation ❑ Scale ❑ Calculated landscape area o Edge of landscaping area (minus footprint of sign) o Existing &finished grades surrounding sign ❑ DETAILS ❑ Total sign height from average grade a Foundation/footing information o Wind load calculations(for signs 6'&over) Bulletin#102—January 1,2011 Page 3 of 4 k:/Handouts/Sign Permit Application • • A .411114%,...‘ CITY OF Federal Way SIGN PERMIT INFORMATION ✓ A sign permit is required to install,erect, modify,relocate,or replace a sign within the City of Federal Way. ✓ Signs must comply with the requirements of the Federal Way Revised Code(FWRC)and International Building Codes(IBC,etc.). ✓ Questions concerning code or submittal requirements can be answered by staff at the Community Development Services Permit Counter at(253)835-2607. ✓ Sign Permit Application Process: - Permit applications must be submitted in person - Plan review and application fees must be paid at submittal -> Incomplete applications will not be accepted -) Electrical connection to existing J-box will be included on the sign permit;new wiring requires a separate electrical permit ✓ Fees: -4 Sign Permit fees are calculated using the table below based on a bid or estimate that includes the fair market value of all aspects of the project. Permit fees are collected at permit issuance -4 Plan Review fees are calculated at 65%of the Permit Fees; Plan Review fees are in addition to Permit Fees and are collected at submittal -4 Automation fees: $6.00 per permit,collected at submittal - Planning Surcharge: $42.50 for ls`sign, $17.00 for each additional sign on the same application,collected at permit issuance - Electrical Fees: $60.50 for 1st sign,$28.50 for each additional sign on the same application, collected at permit issuance FEE CALCULATION TABLE TOTAL PROJECT VALUATION INCREMENTAL FEE FACTOR $1.00 to$500.00 $36.00 $501.00 to$2,000.00 $38.00 for the first$500.00 plus$4.50 for each additional$100.00 or fraction thereof $2,001.00 to$25,000.00 $103.50 for the first$2,000.00 plus$21.50for each additional$1,000.00 or fraction thereof $25,001.00 to$50,000.00 $598.50 for the first$25.000.00 plus$10.50 for each additional$1,000.00 or fraction thereof S gig.6 C Bulletin#102—January 1,2011 Page 4 of 4 k:/Handouts/Sign Permit Application o c >, E ▪ -> '7 CD 3 p Rio O ci U U ▪iiim A` iz i CD 'i `W _ate ct _0 p c� e) i co •::•ii •.�• . 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L. anuand a!zpaN 44noS 0010 t ' ' y Q 1 d ii,;.�...:,,,s;, _ ", Table of Contents Introduction 3 Getting Familiar with Terms 3 Product Dimensions&Weights 4 Safety Warning 4 Wiring Access Points 5 Tools Required 5 Site Preparation 6 Step 1—Wire Routing: 6 Step 2—Foundation(s): 7 Product Identification 8 Installation-Mechanical 8 Step 1—Pedestals: 8 Step 2—Column Mount(s) 9 Step 3 Top Tie Beam(s) 10 Step 4—Rain Guard(s) 10 Step 5—Final Steps 10 Installation—Electrical 10 Power—"On Demand"(outdoor) 10 Step 1—Validate Power Wire 10 Step 2—Menu Board(s) 11 Step 3—PreSell Board(if applicable) 11 Step 4—Validation 11 Wiring Schematics 12 Power 12 OPF Outdoor Menu Board Parts Policy&Procedures 13 Sign Installation Warranty 14 Installation Close Out Form 15 Page 2 of 15 P/N:A740151961, REV:A 08/10/2011 Introduction The OPF Drive Thru System is a triple dayparting menu board system that is used to display custom POP selections for your products.The system can be either a manual system or a motorized system. The systems consists of menu boards and presell boards. Since this product is energy efficient and powered by LED lighting, these boards must have 24 hour power(service). Getting Familiar with Terms OPF-4 4 Column,Motorized,Menu Board OPF-1 1 Column,Motorized Presell Board Each system comes broken down into a pedestal assembly,triangular columns,top tie beam&rain caps and hardware kits. Optional items available are skirts,toppers and sides. Identification of the columns for the boards is critical to operation&service. Please note below the labels associated with each column. The Labeling is"Lane 1,Column 1=LMC1". :141414141411%4SittiNsci t L2C1 I { L1C2 1 ' L2C2 L1C3 L1C5 L2C3 e. L1C4 I L2C4 Inside Lane Outside Lane Page 3 of 15 P/N:A740151961, REV:A 08/10/2011 • Product Dimensions & Weights Product Code Product Description Dims WI Box Weight Weieht Boxed • A740454 OPF Hardware Kit(4 Column) 20x6x6 12 LBS A740154 OPF Hardware Kit(1 Column) 20x6x6 6 LBS A740151 OPF Triangle 72x27x25 135 LBS 145 LBS l%.r ., ���ii�✓%/�,✓%,, ,.. G/�%�/� /� ✓,,.,,, •✓��i ,� rr_�' .� ., „�%"'°r' ��//.ao,:%O/�//O/��/��yG/ice , .�.. /�/ A740452 OPF Base(4 Column) 85X19X15 230 LBS 242 LBS A740456 OPF Tie-Beam(4 Column) 85x18x9 50 LBS 60 LBS A740453 OPF Rain Guard(4 Column) 105x26x4 18 LBS 25 LBS ✓. ,//N ,...1 ��� �i�r / // � �j ip �. ✓ i:, i// / // ,may Sri A740152 OPF Base(1 Column) 19x19x19 49 LBS 52 LBS A740156 OPF Tie-Beam(1 Column) 18x9x9 6 LBS 8 LBS A740153 OPF Rain Guard(1 Column) 25x29x5 4 LBS 6 LBS Safety Warning ALL INSTALLATION, SERVICE, AND MAINTENANCE MUST BE PERFORMED BY A QUALIFIED ELECTRICIAN o This dayparting menu board is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes grounding and bonding of the menu board. o Perform all installation,service,and maintenance in compliance with OSHA and local safety codes. ci Turn off all power before installation or servicing this menu board system. Notify Florida Plastics(Customer Service @ 800-499-0400)immediately with any problems. Installation of this drive thru system has both mechanical and electrical work. Each discipline should work independently to complete their tasks. Steps will be noted if something is required from the other discipline prior to continuing. Electric access to the main menu board is not only through the center of the foundation base plate,but there are multiple other locations. Page 4 of 15 P/N:A740151961, REV:A 08/10/2011 • Wiring Access Points 4S13,021•6/9^LG.GROUNDING STUD .. _. ._ .. 2....t 2!i I2Lf .._....._. �.. I> t 1':i }Zf t -•--_._. l...1 2.i F2F.6:. ......._._......_; t E; f Z.GOG 'iY3' / 7 3 3GC f:Lr :_ -I I_.. -s i •L ski __. 163/5t.GO�J '. 1:......... .: .. t _.....r — ....._. 1 ..} lit 1 I ' I I ! 35.588 • ALLOWABLE CONDUIT t c. OCATION AREA.. } ra Tools Required ladder 10' level 3' screw drivers(flat& Philips), magnetic bit holder small tip/flat blade screw driver(jewelers) wire striper wire tape (pulling) permanent marking pen 3/8" nut driver adjustable wrench box end wrenches— %"',9/16", 15/16" circuit tester seal tite whips conduit 14 AWG wire Page 5 of 15 P/N:A740151961, REV:A 08/10/2011 Site Preparation Step 1 —Wire Routing: NOTE: Validate the site is ready. Most sites will be equipped with conduit runs for a motorized version. i 33 gQ j ih !: W ,,,gR hiI rr • 0 3z m g< II=Ng Hd 'IS k' a .-. Ini E UNZH C zJ r a UOZ 1j—O Ola— yy i4ii f!f! 3$ E QZ S '1 411E .'E Jo -,o ~ O a 1ayZ��ee o nN^ n U Zzrz O €hi U ct W t O a oo . &acM ,, GN o c o_ g • , n i awo / . f= - i i ` Cf i�NI.O `wV \ J 020 w ''g1.p KO o. fOw • t �uwwiu��i/ . .a roa ' °aa i N' E 3 • a v ¢oti I wwI ti; u)en ! j• i 8 Up aw '� . i v, aW .1"rr'_ i lii il Q 4 i g • C Jo\. E I �5 E< ,• o g6 2 fU R U „ 0 ill vLN \ tOz ' 2 0 oa0 O U p=q F 2 Z E�,58 K 2 O a 3o w dZ ay w a" a cc a3 \Q U N2 in w \N' A 0 ..n a .-.Q N 3 K Q ti7 >..m FE O� Z NU ,.0 0 x 0 :0 N0 d 0 U oa Page 6 of 15 P/N:A740151961, REV:A 08/10/2011 Step 2 — Foundation(s): Validate anchor bolts/conduit are as shown below. 5/8" Anchoring bolts are to be used;variable pin placements dependent upon curb and site conditions gG 9 .. W i tig ;_q 45§5 tid IN,I 'a Avt a3e "Y p,, � I Md39 O W§1 p i2 re . e: s�5 — a E iE 11 : M 1 Mild v • .4 in 3® gJ i N NW3oy—{ Q , i il9 p toad s 7 l' / � tt lI e ��i laji s I 3WE $ o�� �i = , � �.c 1Y1L fir_ III;, $�� Iiiii 51! a a5 11 1 a- i i g ... ill it if 9 i Q 8..,,,:,-AL F 11 a 4 mot 4jjv gig 6 °404: I■II :._ I s W � 4., A IN iii° ::glji 9 a L yq 39w Au e 0 I1a ` HaW39 t tt 2 k 1 3903 1Pga nd Page 7 of 15 P/N:A740151961, REV:A 08/10/2011 Wiring Schematics Power f � \ III 8-"2l e 1 — \ 1 l 6i 1 I 'Vti n I � r HI Fii = ^II�1 \ � ia ii_L. __ __ _. 1 I 1 jj . 1 r= G yaee \ f i itE� -- r t 8 ilill \ 1llit 1 F� l J \of 41 I _ \ 11111 \ ME IT ' â\ P1 \ l il Al 11111 1.11 lk_, \ L i NAG \ Fes' L , `\ _. - �'-'HIS�(—y! r l \ i i^�' , il ;Yp4zp, �--' : � i / 156 \ gig PI L J� I WN 6ya wi \ ca j Wi ii I 1/ h I- .q17'----S lk" I I Page 12 of 15 P/N:A740151961, REV:A 08/10/2011 m fD V 0 el j F 3 N if • r — p.) r n T� K i 01 cu Po d• -t o c r op v o ' n- cm co co N - — i A 0 C - 1 CD w C31 co N oo O000 01111 oi --1 O to Co m = 00 m ci c oo m _ ea �l fir 3 W O 1 rp N r o m m D 0 CO K 3 Si) -0 -a I m co : .. o :':• :'t: O N \V r+ W m a CD O � -6 ver 11= br NoviikW . •o ii a VP • a • LED WORDMARK INSTALLATION AND SERVICE MANUAL "9avyy F i Everbrite,LLC. 315 Marion Avenue South Milwaukee,WI 53172 Tel:888-857-4078 Fax:877-430-7363 IN449401S REV-D Everbroe _ -3:1••••#:: • LED Wordmark Installation and Service Manual Table of Contents • Documentation and Closeout Requirements 3 • General Installation Notes and Guidelines 3 - 4 • Components Supplied 4 • Install Process 4 - 23 - Wall Mount 5 - 9 - 35' Pole Mount 10 - 16 - 46' Pole Mount 17 - 23 • Sign Service 24 - 25 WORDMARK INSTALLATION MANUAL 2 • • . Bleb•' �ja• s.. Documentation and Closeout Requirements 1. Prior to unloading any sign components from the delivery truck the installer MUST inspect all cartons for any damage that may have occurred during shipment and document with digital photos. If said damages are present, Everbrite must be contacted immediately and the photos e-mailed to the appropriate Account Manager before any work is started. 2. Digital Photo Documentation of the completed install is required;however photos of the install process are recommended,but not mandatory. 3. All photos must be e-mailed to Everbrite Regional Account Manager upon completion of install. 4. Site must be leaned up prior to sign off of work completed. 5. Obtain customer sign off of work completed prior to leaving the site location; Director of Operations or store owner must sign customer sign off. Note: Installer to coordinate with the assistance of the Regional Account Manager to notify Director of Operations and/or Store Owner to be on site the day of install. General Installation Notes and Guidelines 1) The sign must be lifted per the installation type.(See specific mounting instructions found in the table on contents) 2) All existing poles with the intention of being used for a product only sign supplied by Everbrite must be inspected and approved as to its design and integrity by a local engineer. 3) Use only hardware supplied by Everbrite to mount signage. No hardware is to be altered,added,or substituted without written permission from Everbrite. 4) Any replacement parts or components that require using a lock washer, requires the use of a new lock washer in replace of the existing one. 5) All mounting holes provided in sign's mounting brackets must be utilized per installation type when mounting sign structure. 6) The sign,as it is provided,must not be altered in any way without written permission and/or instruction from Everbrite, LLC.This includes: a) Wordmark plastic cabinet structure. b) All plastic faces and their plastic retainers. c) Steel back support mounting brackets. d) Steel splice/mounting bracket. e) Steel universal mounting bracket. f) All electrical components,including all wiring within sign. g) Any coatings and finishes. 7) For product only applications:The sign must be mounted in the same orientation as the previous sign. 8) For new applications:The sign must be mounted as indicated on the installation documents and instructions. WORDMARK INSTALLATION MANUAL 3 .4,47.41.0 &WWI* 9) Electrical lighting must be tested prior to field installation. In the event any components are found to be non- functional, Everbrite should be contacted immediately. 10) All final wiring terminations to be done in accordance with state and local codes. 11) This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electric Code and/or other applicable local codes. This includes the proper grounding of the sign. (Primary electrical power supply and final hook-up to be provided by a locally licensed electrical contractor) Components Supplied 1. (1) "McDo"Wordmark letter section 2. (1) "nald's"Wordmark letter section 3. (1) 85" Center splice/mounting bracket 4. (2) 6" Universal mounting brackets 5. (2) Formed end caps 6. (1) Class 2 Wire Cover 7. (85) One watt white LEDs (all are factory pre-installed) 8. (2) Amperor ANP90-30 power supplies (both are factory pre-installed) 9. (1) Hanging material kit which contains the following... - (2) 3/8" eye bolts - (12) 3/8" lag shields - (12) 3/8" dia. x 1 '/z" long lag bolts - (28) 3/8"dia. x 1"long screws - (28) 3/8" dia. lock washers - (32) 3/8"flat washers - (4)#8 self drilling sheet metal screws Install Process: Equipment (by others): - Crane with a lift capacity of at least one ton - Man-lift of sufficient reach - Two 5'lift straps/chains with hooks - Wire of sufficient length,from the primary electrical source to the sign with extra added for slack - Chalk line for marking and aligning hole locations - Drill with a 5/8"masonry drill bit WORDMARK INSTALLATION MANUAL 4 . .::::11040:414,..... Everbnlea :'!.. 0 Wall Mount Assembly and Install: 1. Remove both halves of the Wordmark from the carton. 2. Electrically test the two cabinets making sure to make the connection between the"o"and"n"prior to testing. WARNING—hooking up one of the two halves without this connection prior to testing will damage the LED's and/or the power supplies. 3. Using a chalk line and a 5/8"masonry drill bit,mark and drill the 5/8"dia.x 2'I?deep holes according to the diagram below. 241/9. 1061/2" Cr 701/4" 941/4' 11.us' 1421/4' ♦Iss/2" . • . . . I Ir- NOTE:"0"on the vertical dimension is equal to dimension from grade to the bottom of where the Wordmark is to be hung. 4. Once all of the holes are drilled and cleaned out,drop the(12)lag shields into the drilled holes. 5. Mount the center splice/mounting bracket and the two universal mounting brackets into place using (12)3/8"dia.x 21/2"lag bolts and (12)3/8"flat washers. (See diagrams below for proper orientation) Universal mounting bracket Center splice/mounting I bracket `— Universal mounting 3/8"x 2 1"long lag bolt ��:� • bracket 3/8"flat washer Universal mounting }/8"x 21/2"long lag bolt Center splice/mounting Universal mountin bracket / with 3/8"flat washer bracket bracket "e o� r! a a - • p e P 4 O 0 e do a a n 0 : : " 0 n 0 a WORDMARK INSTALLATION MANUAL 5 • ..: ive 6. Take one of the (2) supplied end caps and using (2)#8 self-drilling screws, secure the end cap to the "McDo"back bracket. "McDo"Wordmark half w/ #8 self-drilling Back Bracket �,,i!+. screw 4444. ,.... ...., k, '''... 1 1114461 g ,,./ r-Aii. 8, 4kiiii\ -NS NAILI _ A „I. V I Ili e I. " • .�rq 4 . ;� ;8 self-drilling 14 ` ,� 1 screw "McDo"Wordmark half w/ lii► • 1 �.Ak ` Back Bradket -=� •s ii► #8 self-drillin ' ` I Wordmark End Itillikbil _ screw 4 Cap 41 7. Once the mounting brackets are securely mounted to the wall and the end cap is attached,lift the "Mcdo"half of the Wordmark into place. Universal mounting bracket V4;410°.. .._ 3/8"x 1"bolt ;� ii, 400 } / /8"lock washer II � 1 `�,~ 3/8"fiat washer ,.. 44.444144‘ kill � .� � Center spGce/mounting . 4 �`�'�.. bracket <404....j \,_444,„ -.14*-414%,,,41,41/41 -44464%._ "McDo"Wordmark half w/ Back Bradket . . titil WORDMARK INSTALLATION MANUAL 6 • .:::lio. _ ...I.-. ir.,:.. berbme • . : . 8. Using (10)3/8"x 1"bolts, (10) 3/8"lock washers, and (10) 3/8"flat washers,mount the"McDo" Wordmark section into place with 25-30 ft/lb of torque per bolt. f. 'i itz.... titk\ riii\ 4.• -4•;481), f Center splice/mounting "McDo"Wordmark half w/ bracket Back Bracket • 44 Universal mounting. bracket 9. Take one of the(2)supplied end caps and using (2)#8 self-drilling screws,secure the end cap to the "nald's"back bracket. "nald's"Wordmark half #8 self-drillin: Back Bracket , ,,,, screw '� 40. • sigt,....... ‘21‘ fps Wordmark teilliiP o� '`�"''Ill�� '�ff `" . End Cap i ; e .�14:0 �f +„ e 1 s 00 i/ _ f r►- , .�/! f o ep s /j' Aligi.l'ealll' .01 NIIIIP 8 self-drilling screw Wordmark End Cap WORDMARK INSTALLATION MANUAL 7 obrilte '•. " � 10. Lift the"nald's"half of the Wordmark into place butting both of the Wordmark back plates together. It\)1\ tR_ /8"x 1"bolt i 11111 /8"lock washer N'44%%46) a. 3/8"flat washer .40140) '`tiN.,k„ Center splice/mounting ...,1) bracket rtiois ;/J Universal mounting .racket , ,...zz.;:„.. $114111'°' s icy al; 111 th.) i 11. Using (10)3/8"x 1"bolts, (10)3/8"lock washers,and (10)3/8"flat washers,mount the"nald's" Wordmark section into place with 25-30 ft/lb of torque per bolt. WORDMARK INSTALLATION MANUAL 8 •i !�~ Erb 12. Preparations for the wiring must be made prior to lifting the sign.This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electric Code and/or other applicable local codes.This includes the proper grounding of the sign. 13. Using (2)water proof wire nuts supplied with E00940S,connect the two 30 volt black and red wires that connect the two sign halves. Tuck finished connections down behind the Wordmark out of sight. 14. Slide wire cover over wire connections in between the mask halves so it sits on the back splice plate. Bracket is held in place by a compression fit. ) oh. , r ,,, ,,z..1,...„.,...:'......e.......„...... i p fik o f r / ,1 sw . �v l .. . ..,....„..,...„, _ ii. .,,./1\ 1,,,-N\ .,..., ,,\ __________.„ li ---4 ...."11) ,, I .4.- ....., a ,,, .,..., .....__ "McDo"'Wordmark half w/ - r A I til Back Bracket { I "nald's"Wordmark half w/ .--el Back Bracket 15. Finish wiring the 120 volt primaries into the switch box located between the"D"and the"o"at the bottom of the Wordmark. (Primary electrical power supply and final hook-up to be provided by a locally licensed electrical contractor) 16. 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W/ INTERNAL LED ILLUMINATION 8.89 cm \ __ -- _ _ __DIMENSIONS: 41.7" H X 48" W - === ip- •>%,,, \ 4.,,, 441-1" (V.I.F) .04 / 1 SOUTH ELEVATION (FRONT) BUILDING FACADE: 898 5.F. MAX. SIGNAGE ALLOWED: 1% = 62.86 S.F.42" 106.68 cm PROPOSED SIGNAGE: 55.15 S.F. \ i • , _ : .Nc • 3 I 121.92 cm I— ----- is NEW "WELCOME" CANOPY SIGN \\ 2.18 SO. FT. NON-ILLUMINATEDmm.................................._._. \ DIMENSIONS: S 3/8" H X 44 3/4" IN 8-3/8" t� ~Y1 d /1111111. 21.27 cm i C ° I 411'-I" (V.I.F.) / NORTH ELEVATION (REAR) BUILDING FACADE: 898 S.F. 4 44-3/4" MAX. SIGNAGE ALLOWED: 1% = 62.86 S.F. 113.66 cm PROPOSED SIGNAGE: NONE EXTERIOR ELEVATIONS - SHEET t� c... ....'s..a ...a.�,.v >,,:-b..„,� :x.:.,. �..,:_. . .:.. .e,e`a .,>:c: .v..... . .•. .::.. .. ..�...�..*�� ., »,�.s'�^.�+��s. ..,.a .» �. a 4" .,4,42'1:.....:a R iheit Ho SIGN PERMIT APPLICATION 1 architects MCDONALD'S REMODEL www.FHOARCH.COM TEL 425 327 213C #04119FEDERAL A A A ~ CANOPY SIGN 12,-0" 42" ARCH LOGO (WELCOME LETTERS)), , ,_1..-; y L I ,L. .. ( _..:. ..==.„.....„._ _.....____ , ....... _ wiRf _ _ r....... ' 1_.1.; . ._..._,.. 7-7 w . ... . l.. i.... i... i I 1 _....... 1 m —_ \ _ • • x.' ... xII 7 -"x , , a aas.a aa ,5T: axx'' l.,:. f.31. L-x x"x ... ----a.^., a,: . / d,"cs. j%s% x .. `; x. .x"x sY:Y.xxa„f%,. ..;.x"-� .C._.:Yx' x Lr` -._•- x_•x• ;� .r"r•xG r"a: . T - r,.. . .. ..,,, zr.' � - _: " . „1 ) J. „.,. .4 . ; .x�:. � : „� 1.4'. : ': r s,-r,:' • / � -:. `- .'` e,:'? r .•r.4 xY.a„':x"a.;.x"rs.. : ._„�:Y„..x"."."x„- .1.�a - :s,.; 7 ""--.rX. ._•.r �...x. .. .„:.x. 016'-6" (V.I.F.) 4' / EAST ELEVATION BUILDING FACADE: 1,741 S.F. MAX. SIGNAGE ALLOWED: 7% = 121.87 S.F. PROPOSED SIGNAGE: 16.68 S.F. y CANOPY SIGN (WELCOME LETTERS) — ___ 1— . „.„. 0 .,,L, u . ..... ......- , ...._ s.. . , _, . , .,..., . 1 ,, . ,...„,..._ . . , . , . . ._ . , .. . . . . .. .. ... .. . . • • . , . .. , , . . ,....„ 7/ .. .. , ., . ., . ....,....... ,. . .,.. . . , .. . .,,.. ,/, = , _ .__. „„„vv. .. • . . • . .. • • •. . . , . • .. ..... , ...........„_. ,...,_ . . .. . ....„ ,..,...„ „... .T.r...,.....,. ,... cr, 4..,z............ •.. .Yx- . . . . . .' �f.,'"x'.%"=- %_.v. •. .. - .L '.3.b_.:.,'.x"�".�,�S��x .x.: .:...Y.S "CL E.:.",.:: � '..„Y, .[..`O .�,�, � -n 3........84. � tNMx� XJt .;tMIKMYMIMN:M ���r .• "r y .•..%x ..`�.•�- s x _ � r r Y y c Y x Y .,Y Y Y Y s Y Y- ";% Y Y . . .. .. ;x. �x=„1 _...„.aa,xs,-P.=,„ra.,_xx.,- ,:'E r Ex.:,.e+^-e..{..: T.:'L.3 .Y.{..�zs.a..Y xA"s,Q.S.I�C t.."a.v S..-.. .r"asw. .aY J ax.-_. ^ �x^.a-�_-.�Y�^. r..'."'a'1.Y.Y l Y...., .. ..w.K^e"^J. Y...x-" .5>Y."X - =s.e7Ced:v.+rma C"":.^ " :. F 1� �g �RSP �^ .�SS.�w7..7. r L ti '. _^x^e - 1 q6'-6" (V.I.F.) il' WEST ELEVATION (DRIVE—THRU SIDE) BUILDING FACADE: 1,728 S.F. MAX. SIGNAGE ALLOWED: 7% = 120.16 S.F. PROPOSED SIGNAGE: 2.78 S.F. • . ,, _ a. :. .f.,. ... � v. ... . � s ` \c � � .�C�R „„,,,,,,,I,. 3Ca�, eSi � -ZY sy " , ••• sN:Y .fi`�"�.i x w a . 3� we \.1.E... � xa3: . � '..C,,,,,,,,,,,,:,,,, ,,-.„,„„.4„,d.a.�a�.. . :' nw..a wa�a��? +4 ... FlalFreiheit & Ho SIGN PERMIT APPLICATION 1 architects MCDONALD'S REMODEL www.FHOARCH.COM TEL 425 8272100 #04119 FEDERAL WAY,WA Sff-6ff ,I(' N V N I I I" CONTROL CONDUIT (2 PL5) 1 1 LOCATED WITHIN QUADRANT I I 1 1 118I7 SO.FT. 1.811 SO.FT. 7.811 SO.FT. 7.811 SQ.H. 41111,� L. ..-. O ` 1 I I I zo I 1 ' in .'N I 1 TOTAL VIEWA3LE AREA I I I i 3.21 SO.FT. /� 1- 1I I /$\ . e 1 I -� z I --,-_ -J I" MIN. NON-SHRINK GROUT �GRADE \ O I I i ELEV. + O'-O" MINN .ICI. .. 'r j = :/ I�i III LATERAL BEAT 200 PSF/FT €I = mm� ez JI 5/S" DIAMETER ASTM-A3O1 ANCHOR BOLTS (4) m W H 5/S DIA. Ca ANCHOR BOLT A EXISTING ALLOWABLE OPF-4 5/8" DIA. NUT, EACH R #3 TIES @ 12" C/C CONDUIT LOCATION IN 1AO LOCK S FLAT (3) IN TOP 5 INCHES CURRENT FP-43 BASE a" �r � WASHER bill AS SHOWN PE ALLOWABLE CONDUIT 5 1/4" DIAMETER LCLING 2_O f LOCATION AREA iv PLATES NUT w ,�' ,�' il O �_/��liM illm `� FOUNDATION MINIMUM DESIGN REQUIREMENTS �1.-p m NOTE; LOCAL CODES AND CONDITIONS MAY 3/4" POWER CONDUIT (AG) CONTROL CONDUIT (DC) (I) PL 2X2XI/4 EXCEED THIS MINIMUM DESIGN (4 PLS). I" DIA. 4 (I) I " DIA. \ - TYPICAL CI OPF-4 MENU BOARD DI SCALE: NOT TO SCALE OFP-4 MENU BOARD 1 ETAIL - SHEET 1 .. � �.....rr: 0.... ... .. ..... ...� \ .. „ 0. ..Y. :...... .:. .,..,... � .. .. \ .... o '. r... 0 0 ,.,... ... {.n... .fix\. x \. ..... ...., .. Y�0 r C , t & SIGN PERMIT APPLICATION - r architects MCDONALD'S REMODEL www,FHOARCH.COM 1EL 425 827 2100 #04119 FEDERAL WAY,WA INSTALLATION NOTES (INSTRUCTIONS PER SIGN MANUFACTURER): I. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G. C. (TOP OF FOUNDATION 15 6" ABOVE PAVEMENT (GRADE) 112.00 ELECTRICAL: / I' CANOPY: 3.64 AMPS, 120VOLTS, 60Hz \ LED GOD: 1.5 AMPS, 120VOLTS, 60Hz 11 it LCD GOD: 2.0 AMPS, 120VOLTS, 60 Hz NOTE: THIS SIGN 15 INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE 0 tr o o ; _� ,. 1 a�� II CANOPY - - —.. _ - REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES THE PROPER GROUNDING OF THE SIGN. - `'c- ,( 14.00 SWING ARM / DESIGN NOTES: / 4 1.00 NUT I. ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A 30.00 MINIMUM COMPRESSIVE STRENGTH OF 3000 P.5.1. 1.�15-� CLADDING 0 1.00 LOCK 2. CONCRETE BASE DESIGNED USING GOOD TO AVERAGE SOILS HAVING AN / 1.25 BASE ASHER -4- `r ALLOWABLE BEARING CAPACITY OF 200 P.S.F./FT. m 3. ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER AND FOREIGN MATTER PLATE I.00 FLAT - r o 0 I VI WASHERS BEFORE PLACING CONCRETE. CZ o C•i 4. IF THESE CONDITIONS DO NOT EXIST, A NEW BASE MUST BE DESIGNED BY A o 1- LICENSED STRUCTURAL ENGINEER. z �O w Ell 5. THIS ASSEMBLY AND FOUNDATION 15 DESIGNED TO WITHSTAND 150 MPH EXPOSURE Q CO o DETAIL A G WIND LOADS. SCALE I : S �� PAVEMENT SURFACE °, \ LANDSCAPE NOTE: _ (GRADE) Area above the base plate is to remain exposed. No shroud or landscape material 11 should be placed on top of the base plate. (4) 0 1.00" x 45" -. GALVANIZED ANCHOR BOLTS (2) 1.5" CONDUIT 4) 22.00" ROUND REBAR (S) #6 VERTICAL REBAR (I) 1/2" CONDUIT SPACED 12" OG EVENLY SPACED O (S)#6 VERTICAL REBARS } V4ITH #3TIES 120/G cy- CONCRETE ill; 4, 30" X 16" (4) ANCHOR BOLTS • PROVIDE I" NON-SHRINK GROUT FIGURE 2 BETWEEN BASE PLATE AND REBAR LAYOUT FOUNDATION AFTER ADJUSTING TO . 0 LEVEL 0 • \ 1, 30.00 5" HOLE IN BASE PLATE FOR: 11.00 ' 4, 1.5" CONDUIT FOR DATA $ETHERNET 4, 1.5" CONDUIT FOR LOOP DETECTOR FIGURE I 4, 1/2" CONDUIT FOR 120V PRIMARY WIRES BOLT PATTERN CD2 (COD) CUSTOMER ORDER DISPLAY DETAIL SCALE: NOT TO SCALE T2 ;17. � . Y . ? >• ...•........ '0., '.. a «.e' C . ra a < n . °LCs �'.TO SCALE . �o .. . , i ,.,,o � . v.nma.; ..e a ..: v. ��. a ,. . . .. _.ez... SIGN PERMIT APPLICATION & . architects MCDONALD'S REMODEL www.FHOARCH.COM rEL,425 627 2160 #04119 FEDERAL WAY,WA • ATTACH SWING ARM WITH: INSTALLATION NOTES (INSTRUGTIONS PER SIGN MANUFACTURER): ATTACH LETTERS WITH: (5) I/2-13x I-1/2" HXHD BOLTS t\ NOTE I: I. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G.G. (3) 1/4-20 x I" HXHD SCREWS (5) 1/2" LOCK WASHERS CLADDING GUT-OUT TO TOP (TOP OF FOUNDATION IS 6" ABOVE PAVEMENT (GRADE) (3) 1/4" LOCK WASHERS (5) 1/2" FLAT WASHERS �1` OF SWING ARM, CLEARANCE .. 1111 TO BE 3/I6 TO 1/4" MINIMUM LANDSCAPE NOTE: / Drdwa T 116/ Area above the base plate is to remain exposed. No shroud or landscape material ; ©Ilocumnog 9 Foo4 should be placed on top of the base plate. ---17 " ''' i 14.00 HINGE SERVICE COVER ATTACH WITH: (ci) YELLOW 10.00 8-18 X 1/2" 5L HXWH SCREWS Q DETAIL G SPRING TENSION 5.00 ,-I.00 CLADDING GAP Z O CUTAWAY VIEW ADJUSTMENT NUTS \ �+ o _ D6HTOEN OVER (4)3/4-10 GALVANIZED 00 o is- G ■■ ; %4 w 40" LONG ANCHOR BOLTS _ - DRIVE THRU + ; p � SWING ARM p . 0 PAVEMENT (8) 3/4"-10 HEX NUTS ' _ r�ll� o \EL o SURFAGE 441 (4) 3/4" LOCK WASHERS 1 �irV4e� Tcv /8" SLOTTED FIGURE I y, T�h`' (8) 3/4" FLAT WASHERS y BOLT HOLE %4' h;,� • �. \ \ Ns DETAIL D ADJUST TO < 4sre LEVEL POLE BANG 0 DESIGN NOTES TUBE N(5) #6 VERTICAL REBARS 1.) ALL GONGRETE EXCEPT GONGRETE USED FOR BACK CHAIN y WITH #3 TIES 12" O/G FILL SHALL DEVELOP A MINIMUM COMPRESSIVE GAP (4) 3/4" x 40" GALVANIZED STRENGTH OF 3000 P.S.I. 1 ANCHOR BOLTS 2.) CONCRETE BASE DESIGNED USING GOOD TO AVERAGE SOILS HAVING AN ALLOWABLE BEARING CAPACITY i/ °5 30 DIA x 72 DEEP CONCRETE OF 200 P.S.F./FT. (8) #b VERTICAL REBAR 30.00 3.) ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER 22.OG" EVENLY SPACED AND FOREIGN MATTER BEFORE PLACING CONCRETE. REBAR 4.) IF THESE GONDITIONS DO NOT EXIST, A NEW BAS01° E (4) ANGOHR BOLTS MUST BE DESIGNED BY A LICENSED STRUCTURAL SPACED 12" ENGINEER. O.G. IIIP 5.) THIS ASSEMBLY AND FOUNDATION 15 DESIGNED TO CONCRETE WITHSTAND 150 MPH EXP C. WIND LOADS. FIGURE 2 30" X 72" REBAR LAYOUT PROVIDE I" NON-SHRINK GROUT BETWEEN BASE PLATE AND FOUNDATION AFTER ADJUSTING TO LEVEL GATEWAY SIGN D3 SCALE: NOT TO SCALE IR: r i . it & SIGN PERIVIIT APPLICATION architects MCDONALD'S REMODEL WWW.FHOARCH.C�M TEL•425 82"7 21CC #04119 FEDERAL WAY,WA DATE::4D T2 ED.vir.':',-2G2_55TPe,:::2,aAah+g ' 4 2'-0" 5 1/2" an / / / / 8 / INSTALLATION NOTES (INSTRUCTIONS PER SIGN MANUFACTURER): I'-II 1/2" 7---3 1/8" I. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS / --/ / 'I WITH G.G. (TOP OF FOUNDATION 15 6" ABOVE PAVEMENT (GRADE) __Ay__AyELECTRICAL: I 1.82 AMPS, 120 VOLTS, 60 Hz 1 � NOTE: THIS SIGN 15 INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE / LIGHT BOX REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE C (2) F60TI2 GW/HO LAMPS AND/OR OTHER APPLICABLE LOCAL GODES. THIS INCLUDES THE PROPER m Zo 1.82 AMPS GROUNDING OF THE SIGN. 12OV 60 Hz - DESIGN NOTES: 3/16" x 3" x 3" x 715" ; m I. ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL STEEL TUBE w/ N ! - DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. WIRING ACCESS 2. CONCRETE BASE DESIGNED USING GOOD TO AVERAGE SOILS HAVING HOLE IN BACK • BEHIND REMOVABLEMOVABLE AN ALLOWABLE BEARING CAPACITY OF 200 P.S.F./FT. 3. ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER AND FOREIGN F • MATTER BEFORE PLACING CONCRETE. f 4. IF THESE CONDITIONS DO NOT EXIST, A NEV' BASE MUST BE DESIGNED ON/OFF TOGGLE BY A LICENSED STRUCTURAL ENGINEER. SWITCH 5. THIS ASSEMBLY AND FOUNDATION ARE DESIGNED TO WITHSTAND 150 MPH EXPOSURE G WIND LOADS. .063 ALUMINUM • ✓ • SHROUD \ .�" - � ��� . LANDSCAPE NOTE: \ Area above the base plate is to remain exposed. No shroud or landscape 10 '- material should be placed on top of the base plate. .� 'n .063 ALUMINUM i N \ \ `P \ RIGHT SIDE RE OVABLE — Iup 5.50 ADJUST TO VIEW m', LEVEL POLE 3/4" x 8.5" x 8.5" O \ .___..% _ STEEL PLATE $ �- 0 3/4" x 40" GALVANIZED - . _ ANCHOR BOLTS MOUNTING HOLES - - _< (6) #6 ANCHOR BOLTS VERTICAL REBAR FOR 3/4" GALVANIZED + ITH #3 TIES @,12" O/C 24" DIAx60" o ®. . I - _ . - DEEP CONCRETE FOUNDATION 4) 16" ROUND REBA- — (6) #6 VERTICAL REBAR -- - - - SPACED 12" OG /, o o ; EVENLY SPACED 1 I -. . , . _ - - _ k ® / (4) ANCHOR BOLTS - . - - CONCRETE \ _ O a _ 4) 24" X 60" 'T 4 _ 77 REBAR LAYOUT N J 2'-O" , I PRE-SELL BOARD D4 SCALE: NOT TO SCALE ti �� : � '^C\�..'.\`1 e.,. �. .� ,� .��Vim•;. \�1Ci \�".R ::y�.1. �$��,�b� � , ,.:, \ ::.�. ..: ..... � , ,�....,:sC.,,.�.. .....S��C..a 2......�......,....::.�.. _..... .: „... .� .... ..._:., ay:�a._sakn�.,�� :.'...`.. ..w.�r,,.�.-=a.......�.�._.� .»: � ., . ...�._ . :�.... aa, ..�moo.,,...., .... eir i iite 1 SIGN PERMIT APPLICATION El architects MCDONALD'S REMODEL ,ww.FHOARCH.COM TCi:42S 827 2100 #04119 FEDERAL WAY,WA J A J 2 j T MENU _� ��,' zrr. €> _ <t r�f>.... , r if B �E GK �. D i - '.e`n,?.,.,'s.j� i`' - - S3 - SPEAKER E3 t t MENU BOARD LENGTH E1GH 5°8 KEYSTONE WALLjOR EQUAL E ?Mll TW 433.50'` �B MAX. HEIG� F �J MENU BOARD 1 P _, 50 SURROUNDING GRADE��r 433.50 i w_ s 'tf F 433`. TOP OF BOARD: 438.45 '} .' [s INSTALL EARTHEN BERM AROUND w ; 434 EXCAVA77DN AS TO NOT ALLOW 3 ADDITIONAL RUNOFF 7'O ;: 0 ENTER;, r y '` INSTALL DRYWELL TO bRAIN: f yt > t PENDING GEOTECHNICAt APPROVAL AND DESIGN - - - arzr I �• - d� �r �N t � .. - 'y\� - �ny y,.�s - g f .�' #..>..>r� - - 1r F> 3 , - s`z =P `b .w,€ at _ �"ty,> _ _ 'a . `�>,b,� _ a� � ` w"�, . ' =r�� Q� �'^,•:,, a"'r Y b POWER OUTLET TO£ BE RELOCA TED Jv 1 sj rs` - - �¢ t � F - 2r`< � Sr `- .R. � - _ r=L �` t •,�� N' `�`�o. � t �' - �> y�,�� F' � � ,k r= �a "R®CKEREXISTING SYSTEM REmw .ha �uw: KEYSTONE W�LL� OR E�,?UAL Y AND � � � �� �`""w� � TO BE MOVED j} ; MIN. TW 43�: Q0z g 12 MAX w 1�70HT t trr 434.00 g, Irl<g Ci �'t` C. "` A'S ��i�`,$£ NC j w wv w0.vp� v i.TS ^ rN L`4' o"h». i, RAIN COVE �S £ $ L - xwxw,.,`^`�.w....vmomxw.aaw.www...>w.. ^•�i.+' .::•,yC.n,.,,vmvvi.,ft,„w:, y,,,.. -_t w. APPROVAL �';} - �'C/ St .O/�A3s�taAD�2 $ _ r o 13; SCRROUNDING GRADE. 434. o0 '\ w aww tF a a s33 •�� t � r J OP OF BOARD: 436.95 t j ,/, INSTALL E A .-AI BERM AROUND Jam' EXCA VA TON" OT ALLOW : $ EL3 < ° � , i EYi - r � ApDIT/ONA ' I OF �11 ENTER; € a, . , < t ON (`IONCa ; > g. F y1^4 TgLL .,•DI�YWEL� TO DRAIN Jf `e'3 ftI CONC. r _, _ € PENDINGOEO C p._ F Mn: _ � :�� ERED :, 41 , J� `AAfa-b iC'1N � F x �' < � - - # .{ - -, - - } :k € `` w,...,u,.,,.. £Mm� - .. G„>.,�-,� _ ..a�«,w,ww`r, •.s',,,- - ff rf r m �� .�• •' j - > - - - � � $ - t S • ,r � - "' � - t g`� _ 2 F - � _ ; E _ �.:�,.'�`..,,..w,a?aw.�w,a,..,....wwsw,w+�i:,,„:„: .,w.t�..n� g At Y5 I ONE WALL OR E UAL <3 f>=r MATS TOP OF WALL TO ? HOSE ,.€ WATER METER afQ .`ark-•ii - - - i r },t 3 tooF ,' CONS' E7F PAD c�3?,»Uv w 1 AX. HEIGHT, rF zrt ffi ,� „w.,.,,,.w,...,,..... i Jr 14 kj 435 _ ; �tri 3' •d` - � - v a i � � `,a x o e��: - w,v�w, ; ��uuwm:.,v....i - � _ .. �. > . - �.•w^�: ..v�.w ,:•off �uu ,v X�.u,�.,,v�,vuu. �yw,vnwgy.uuUu..uv.,,g,wu,.,,,�,,,u,..�ir.,.>:�a�,,..:.v:�., iD9a Ra :T g •` wwo - �Z i _ - .. - 1' 'vim •y ''� _ a2t 4` •�''� t i _' •..W°a - - f L _ '4 `a3 - �? t � � > �: ,' - SwF"" a�`,,, ww�w.. � s �>• j . x >; - i k � i i.+�3w.a3m.<e ,E3 '�' i - _ _ , y; •, A A D�,. , ,..:...:.,,w..:>.0 ���.>. x( � - '' � � _ - - - f W. € ,a>'.3 i ,. BLDG Ij # _ •f ! x f ���,,''' ,:F,e�. F'J3A`�,, -:Ft',••_� P `"3".,. // a: a g/' J. J�.�...J,H,.... _',f ,..,, 3 ,.,..,r -...w�,1 t,. .f/ / f.�J f ,e,.�1,; /J1Av " _ ' j •p°•° Frl. $' ax" ,>,' j/. a'' s' s`" „>'.` �.° Jr '` - J' ' �„> aa'" /a f ``.s.. ,�•`3.. J ,�t f � NOTES 1. MAXIMUM HEIGHT FROM SURROUNDING GRADE TO TOP OF MENU BOARD IS 5 FEET. 2. DRYWELL DRAINAGE SYSTEM IS PROPOSED FOR EXCAVATION AREAS; GE07ECHNICAL CONSULTANT MUST BE CONTACTED FOR SOIL ANALYSIS AND. DESIGN OF DRYWELL. 3. IF SOIL COND1 TIONS DEEMED INADEQUA TE FOR DRYWELL SYSTEM, . A YARD DRAIN MUST BE INSTALLED AT THE BOTTOM OF EACH EXCAVATION, TD BE CONNECTED TO THE EXIS77NG STORM DRAINAGE SYSTEM IN DRIVE : THRU BY GRAVITY OR MECHANICAL MEANS. cai12 Working Days Before You Dig 1-800 424 5555 Unities Underground Location Center ArN MT KIM CR WA) R: \2012\0\12021\3\Drawings\Plots\Engin eering\01-31=G12021.dwg 3/28/2012 10:54:12 AM PDT COPYRIGHT Q 2012, D.R. STRONG CONSULTING ENGINEERS INC. D. R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #101 KIRKLAND, WA 98033 04258273063 F 425.8272423 www.drstrong.com (Q W k 4 M Q 0 -rn[iC/)N J is MAJ DRAFTED BY: DESIGNED BY: MAJ PROJECT ENGINEER: MAJ DA TE: 03-27.12 PROJECT NO.: 12021 SHEET C1 OF %