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18-104764City of Federal Wry Community Development Dept. 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 8352607 Fax (253) 835.2609 Sign Permit #:18 -104764 -00 -SG Inspection Request Line: (253) 835-3050 Project Name: BURGER KING Project Address: 34819 PACIFIC HWY S Parcel Number: 202104 9042 Project Description: Installation of (3) internally illuminated wall signs with electrical connection to existing J - boxes, Includes footings and electrical connection for order point canopy, clearance bar and menu board. Owner Applicant Contractor FOR NORTHWEST/BURGER KING SHARI HELBERGPHOENIX SIGN PHOENIX SIGN COMPANY INC 3023 80TH AVE SE COMPANY (ELECTRICAL 04) MERCER ISLAND WA 98040 16 N HORIZON LN PHOENSC923CG (2/7/20) 6.00 ABERDEEN WA 98520 PO BOX 497 N/A Cabinet ABERDEEN WA 98520 Wall Sign Information Reg. # Sign Type Illuminated # Sign Sign Face Sign Face Building Faces Width (Ft) Height (Ft) Elevation Sign A N/A Channel Letters Yes 1 21.00 2.00 North Sign B North Cabinet Yes 1 6.00 6.00 North Sign C N/A Cabinet Yes 1 6.00 6.00 East Additional Permit Information Comprehensive Plan Designation..... ....... Commercial Enterprise Zoning Designation ................................................. CE PERMIT EXPIRES Sunday, 21 April, 2019 Permit Issued on Tuesday, October 23, 2018 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: Date: crrr Cw Federal Way THIS CARD IS TO REMAIN ON-SITE ` Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 18104764 00 Address: 34819 PACIFIC HWY S Project: FOR NORTHWESTBURGER IONNG FEDERAL WAY WA 98003 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. Footings/Setback (4110)El Rough Electrical Final - Electrical (4055) Fil Final - Sip (4085) Approved to place ccecrete Approved Approved Sy Date %%—f7 —) By Date _, •. f7-1 Byo Date ® Attachment (4010) Approved By Date Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date s h �RECEIVE , d ,i CITY DF SIGN PERMIT Federal Way OCT..F 10 2018 APPLICATION �M�EDERA(, WAY PERMIT NUMBER_�'j - / O 7� TARGET DATE // 1 SITE ADDRESS J H ? I 'R L M S BUSINESS NAME ON SIGN buqtjc WA n ASSESSOR'S TAX PARCEL # 10 1-L V-A- - qO k -i ZONING DESIGNATION . (n ELECTRICAL MCLUDED (Attaching to existing J -box) Ye /Nor PROJECT VALUE $8M DETAILED PROJECT DESCRIPTION M ' 'y rm • � t OI J - 'E'R L2 s; � I rd_I Y Muj�i E -MAI ADDRESS • TATE CONTRACTOR'S LICENSE: SIGN OWNER: CONTRACTOR: APPLICANT PROJECT CONTACT D ,Q,S� • PRIMARY PHONE t 4%) S - O N'1 AILING ADDRESSA • (`, FAX NUMBER - T Z4-(-6 mtx-ax I�Iwd � E-MAIL ADDRESS MO NAj\ 1 PH FFCE PHONE (� 0)!552- n ) I NG RESS CELL PHONE HILI 3 - � 'E'R T FJ��Oj}ji� E -MAI ADDRESS A TATE CONTRACTOR'S LICENSE: EXPI TIJ DATE: (FEDER4 WAY BUSINES LICE E: NAME (� ' PH `JADDT'yESSoaw�- P�oMARY HILI V 'E'R _Q _ D E-MAIL ADDRESS NAP& PRIMARY PHONE - I E-MAIL ADDRESS: c I certtfy 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 authorised bLtner e above premises to perform the work for which the permit application is made. SIGMA DATE: PRINT S PERMIT CENTER + 33325 8m AVENUE SOUTH + FEDERAL WAY, WA 98003-6325 + 253-835-2607 + FAX: 253-835-2609 + pennitcentern cm-ollederal ay.com V" cow, PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN FREE STANDING SIGNS SIGNS SIGN TYPE (Monument, Pedestal Pole SIGN AREA ILLUMINATED? LANDSCAPING ; (square feet TOTAL HEIGHT BASE HEIGHT A )AXq l f ino ; ' 1%�1V�� B 1 NCv E-4 T I D E-5 SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY (LINEAR F ET : 4 25 u L%J}'. BUILDING MOUNTED SIGNS SIGN TYPE Directional Instructional tenant panel, etc. SIGN TYPE (Cabinet, Channel Letter, Awning, etc. SIGN AREA ILLUMINATED? BUILDING ELEVATION N S W EXPOSED BUILDING FACE A -Vim .ass f4 Lys E-2 4 E-3 NCv r , 10 S E-4 T I D E-5 E 'I LARGEST EXPOSED BUILDING FACE (SQUARE FEET): 4A EXEMPT SIGNS SIGN TYPE Directional Instructional tenant panel, etc. SIGN AREA SIGN HEIGHT NUMBER OF SIGNS E-2 E-3 E-4 E-5 Bulletin # 102 -May 3, 2016 Page 2 of 3 k:/Handouts/Sign Permit Application . ,, • � A SIGN PERMIT SUBMITTAL CHECKLIST APPLICATIONS WILL NOT BE ACCEPTED AT THE COUNTER UNLESS ALL REQUIRED INFORMATION IS PROVIDED SUBMITTAL REQUIREMENTS FOR ALL SIGN PERMITS ❑ COMPLETED PERMIT APPLICATION ❑ APPLICATION FEES ❑ TWO (2) COMPLETE SETS OF PLANS (ASSEMBLED AND STAPLED INTO SETS) ❑ MINIMUM PLAN SIZE — 11 " X 17" VLANS DRAWN TO SCALE AND SCALE PROVIDED TE PLAN: ❑ Scale (1" = 20') ❑ Location of ALL proposed signs, including refaces ❑ North arrow ❑ Each sign alpha labeled consistent with application ❑ Property lines and building footprint ❑ Location of all existing signs to remain ❑ Location of suite, if multi -tenant ❑ Location of all existing signs to be removed ADDITIONAL REQUIREMENTS FOR WALL MOUNTED SIG�,.NS� VELEVATION DRAWINGS ❑ ELEVATION DRAWINGS LTJ' DETAILS Ycale (Ma" = V) ❑ Scale Location and size of all signage including: ❑ Sign materials, color and illumination type ❑ Existing signs to be removed ❑ Actual weight of sign or individual letters ❑ Existing signs to remain on each fagade ❑ Cross-section showing scaled width of sign: ❑ Proposed signs if canopy or awning, show entire building ❑ Dimensions of each building face or suite fagade including awning/canopy and color scheme culated total building face area ❑ Method of attachment, size/type of ❑ --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 ❑ tklakh proposed sign alpha labeled consistent construction with application ❑ Each proposed sign alpha labeled consistent Show location of drivewa and street(s) with application ADDITIONAL REQUIREMENTS FOR FREE-STANDING SIGNS ❑ LANDSCAPING PLAN (IN ADDITION TO OVERALL SITE PLAN) ❑ ELEVATION DRAWINGS ❑ Minimum scale 1" = 20' ❑ Scale ❑ Footprint and dimensions of sign ❑ Sign materials, color & illu on type ❑ Setbacks from property line(s) ❑ Sign face/panel/base ' ensions ❑ Show point of measurement for location o ❑ Calculated total ' n/panel area property line(s) using fog -line, side ❑ Base mate ' s & how harmonious w/building and/or edge of pavement ❑ Foun on type ❑ Show location of drivewa and street(s) ❑ a labeling consistent with application ❑ Dimensions of lands a area CROSS-SECTION ❑ Type & location andscape vegetation ❑ Scale ❑ Calculated a a of landscaping (minus footprint of sig ❑ Edge of landscaping area ❑ DETAILS ❑ Existing & finished grades surrounding sign ❑ Foundation/footing information ❑ Total sign height from average grade ❑ Wind load calculations (for signs 6'& over) AL1 4`I -' yV t 25.00' FH I I. SIGN TYPEO-- NEW DRIVE—THRU ORDER 5TATIONI & MENU 50ARDB NEW 4 " TH I GK ---- GONG. ---GONG. 5I DENALK SIGN NEW 4" THICK— GONG. HIGK-- GONG. 5IDEWALK p LF EXIST. MONUMENT 5I6N TO REMAIN 11 LL- ----- ------- - t 5, N 86 ° :750.00, , k`v' `s ulacturhp Facill as:FEDERALOdeMUn-Euless, TX - la�sonvllle, TX HEATH DNaOffi3ON-Racine W1 Off i,' LDradons: r4Oceanside, CA - Las Vegas, NV - Laughlin, AZ Idaho Falls, ID -EuEuless, T% - JackspiIle. Tx - San Antoni U, T% VISUAL COMMUNICATIONS "D.=•Tx-Corp. Christi, Tx-IndianapoiM IN Loulswle, KY - Kr Ille, TN - Grafton, WI - Delaware, oil Colors Depicted In This Rendering May Not Match Actual Finished Materials. Refer To Product Samples For Exact Color Match. www.FederalHeath.com W11—trook,IL.Tuhka,MS- Atlanta, GA ClientApproval/Date: 12704 DuPont Circle Tampa, FL 33626 Tampa, FL - Day[onaBeam FL- odamo,Fi (8131855-4415 (8001284-3284 Fax (8131 854-3037 1 Building Quality Signage Since 19011 Landlord Approval/Date N 82°51'01" W 46.76' ~ , ! ± M3IN3 ION 00 THANK YOU p N 5 F FILE Mn *FINAL INSPECTION REQUIRED r SIGN SCHEDULE 1 SIGN TYPED FLAME GRILLED SINCE 1954 LTRS (1 ONi E REQUIRED SIGN TYPE 6'-0" DIA S/F LOGO SIGN (1) ONE REQUIRED SIGN TYPE@ 6'-0" DIA S/F LOGO SIGN (1) ONE REQUIRED >IGN TYPE(D CLEARANCE BAR (i) ONE REQUIRED SIGN TYPE ORDER CONFIRMATION UNIT (1) ONE REQUIRED V tAtZu bwel RECEIVED OCT 10 2018 > o o M � CITY OF FEDERAL. WAY M M COMMUNITY DEVELOPMENT0 �"'„ � k Sign Code Approved: Project/Location! bjrG BK # 6040 34819 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 Job Number: 23-47498-10 This origin. Z T o provided a n Nhrojectmanager p lanned pand is not to = G1 copied or without tt < p e r m i s Federal H Company, authorized al JEREMY MOORE Dale:.9.25.18 5 I TE FLAN CD °° `o Date �� / / BUILDING SIGNS Desi nNumber: 23-47498-10 g SGALE: 1 " = 201 �QII o II � o ,_ % Oo (0 D Q, - 7 � n i- I Account Rep: FIONA PAUL Project/Location! bjrG BK # 6040 34819 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 Job Number: 23-47498-10 This origin. Z T o provided a n Nhrojectmanager p lanned pand is not to = G1 copied or without tt < p e r m i s Federal H Company, authorized al JEREMY MOORE Dale:.9.25.18 Drawn w: JC ROBERGE Sheet Number: 1 Of 15 Underwriters r ELECTRICAL To usR I.I.L. usnD n C COMPONENTS AND SHALL LMr al La6OraWreslnD. F ALL N.E.C. STANDARDS ALL .ELECTRICALC SIGNS ARE ,X C. STAND WITH U,L.RRAND Aa TI GLE 'a OR TND N.E.C. BONDING O INCLUDING LLSIGNS. T.PROIER GROUNDING AND BONDING OF ALL SIONS. BUILDING SIGNS Desi nNumber: 23-47498-10 g ,-a&/ 7GALC I/4"NI'--U" NORTH FEDERAL Manufacturing FKIIMes: RrV iyir r" : FIONA PAUL Account Rep Oaanslde, CA -Euless. rK - Jacxsonvme, ix r4HEATH UNawar60H-Nxlne WI Project Manager JEREMY MOORE Orfke Locadom: Oceanside, CA - Las Vegas, NV - LaugMin. AZ klano Falls, ID - Eukss, TX - JacxaonvNk. TX -San Mlonlo, TX Drawn By JC RO B E RG E VISUAL COMMUNICATIONS HOUStdrl. TX- Corpus Christi, Tx - Indianapolis, IN www.FederalHeath.com LouBMk, KV - Knonvitle, TN - Grafton, WI - Delaware, OH Colors Depicted In This Rendering May Not Match Actual Finished Materials. Rehr To Product Samples For Exact Color Match. Underwr8er! f luer — TO us! U.L. rJSrm U� i12C COMPONENTS ANDSNAuaa:r WbvArodk,IL-TunICa,MS-ACMn[a.W (lientApprovaVDate: tseoratofi!lmg. ALL N.E.C. STANDAlOS I2%04DUPont0rde Tampa,FL33626 Tampa, FL-DaymnaSeadn,FL- Orlando. FL --— __ ALL l-1!5 7.1 C AL S 1 NS ARE TO CONPLY WITH U.l. �� ANO MULE NCE 1954 LTRS SIGN SIGN CEIVED SIGN TYPEQ ORDER GUNFIWIVI� Umt (1) 0 E REQUIRED Cr -1Y OF FEDERAL WAY /'sf1►I►�1111AItTV mm/CI f10mi" Project/Location: This original drawing 23-47498-10 is provided as part of a Job Number, planned project 9.25.18 and is not to be exhibited, te: BK # 6040 Da , copied or reproduced without the written 34819 PACIFIC HWY. SOUTH Sheet Number: Z of 15 p e r m i s s i o n o f FEDERAL WAY, WA 98003 BUILDING SIGNS Federal Heath Sign eo A7111nn .4n Comoanv, LLC or its f ,t SO. FT. TOTAL: 28.26 SIGN TYPE( , 7 OF PLATE +18'-8" On CT TATA1 . nn no TOPOF PARAPETXIS Exposed Bldg Face I- 5� sq.ft. Sign Area Allowed �' sq.ft. Sign Area Proposed .1-0000 sq.ft. TOP OF PARAPET +1'3'-0" NORTH EVATION ecN.el�°. Exposed Bldg Face 1 -- `- sq.ft. Sign Area Allowed T11-41" sq.ft. Sign Area Proposed ?A' sq.ft. n I v - r �FEDERAL HEATH VISUAL COMMUNICATIONS www.FederalHeath.com 12704 DuPont Circle Tampa, FL 33626 (813185S-4415 18001284-3284 Fax (8131 854.3037 Manufacturing Faeilloe aa onslde, CA - ELAM, TX - Jacksonville, TX Delaware. 0H. Raeare, Ven OT. Locanom: Oceanside, CA - Las Vegas, NV - Laughlin, AZ Idaho Faft. ID - Euless. TX - Jacksonville. TX - San Antonio, TX Houston, TX - Corpus Christi, TX - India-WIM, IN Louisville, KY - Krlolrvllle, TN - "to" WI - DPH, OH Willowbrook, IL - TUrnea. MS - Atlanta, GA Tampa, FIL - Daytona 9each, FL - Orlando, FL Building Quallty Signage Since 1901 Revisions. Colors Depicted In This Rendering May Not Match Actual Finished Materials. Refer To Product Samples For Exact Color Match Client ApprovaVDate: Landlord ApprovaVDate: SIGN SCHEDULE SIGN TYPE FLAME GRILLED SINCE 1954 LTRS ( I) ONE REQUIRED SIGN TYPE 6'-0" DIA S/F LOGO SIGN f 1 ONE REQUIRED SIGN TYPE @ 66--0 EDIQAIR /DF LOGO SIGN 3IGN TYPE01 CLEARANCE BAR (11 ONE REQUIRED SIGN TYPE ORDER CONFIRMATION UNIT 111 ONE REQUIRED TOP OSP PLA'T'E +17'-8" Y TOP OF SLA +O' -0-! RECEIVED OCT 10 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPM-E-V' Account Rep: FIONA PAUL Project/Location: (9LOOP200* This original drawing Job Number: 23-47498-10 is provided as part of a Project Manager: JEREMY MOORE p l a n n e d project and is not to be exhibited, Date: Draw 8y JC ROBERGE BK # 6040 34819 PACIFIC HWY. SOUTH .9.25.18 copied or reproduced without the written Sheet Number: 3 of 15 p e r m i s s i o n o f �Underairlbrs I --cm. TD use u.L. us= DgC COCOMeoNeNTSANDAHA KIM L Laboratoriyilne. ALL N.E,C.SWILL FEDERAL WAY, WA 98003 BUILDING SIGNS Federal Heath Sign ALL ELECTRICAL SIGNS ARE TO COMPLY WITH U.L. 44 AND ARTICLE 600 OP THE N.E.C. STANDARDS, INCLUDING 23 Company, LLC or its Design Number: 47498-10 THE PROPER GROUNDING AND BONDING 01 ALL SIGN:. authorized agent. 0 FHsc %ALE: 1/8 .1'•O" " --er TOP OF PLATE +1 -7 W5T TOP OF PARAPET +I7' -O" EXIST. 70P OF PARAPET �, +16'-0„ BOT. OF GGANOA +9'-O"Y TOP OF SLAB +0T0"+ - Exposed Bldg Face _755 sq.ft. Sign Area Allowed 51 a "i sq -ft. Sign Area Proposed �4 sq.ft. On CT Tn7A1 9G 9C 1'-11 r iHEATH FEDERAL VISUAL COMMUNICATIONS www.FederalHeath.com 12704 DuPont Circle Tampa, FL 33626 181318S5-4415 1800) 284.3284 Fax (813) 854-3037 Manufacturing FadlRles: Oceanside, CA - Euless, TX - Jacksonvnle, TX Delaware, OH - Racine, VA Orrice Locanwss; Oceansdoe, CA - Las Vegas, NV Laughlin, AZ Idaho Falls, ID - Euless, TX - JacksonvNk, TX - San Antonio, Tx Houston. TX - corpus Christi, TX - Indiarapolis, IN LDUlsvak, KY - enERNIne, IN - Granton. WI - DelR . OH Willowbrook, IL- Tunica, MS -Adiih a, GA Tampa, FL - Daytona Beach, FL - Orlando, FL Building Quality Signage Since 1901 f2evl""lis. Account Rep: FIONA PAUL Project Manager: JEREMY MOORE Drawn By: JC ROBERGE Colors Depicted In This Rendering May Not Match Actual Finished Materials. Rehr To Product Samples For Exact Color Match. O Underwriters O ELECTRICAL TO USE LLL LISTED U ngC elientApprovamate: LandlordApprovaVDate: C M4PONENR AND SHAIA. MEET \t L,/ Laboratories Inc. { ALL N E C. STANDARDS ALLELECTRICAL SIGNS ARE TO COMPLY WITH U.L. 48 AND ARTICLE — OF THE N.E.C. STANDARDS. INCLUDING THE PROPER GROUNDING AND aONOING OF ALL SIGNS SIGN SCHEDULE SIGN TYPE FLAME GRILLED SINCE 1954 LTRS (110NE REQUIRED SIGN TYPE ; 6'-0" DIA S/F LOGO SIGN (1)ONEI SIGN TYPE! 6'-0" DIA S/F LOGO SIGN (1) ONE REQUIRED SIGN TYPE 0 CLEARANCE BAR (1) ONE REQUIRED SIGN TYPE4) ORDER CONFIRMATION UNIT 11 ONE REQUIi CUSTOMER TO PROVIDE: (For New / Remodel Construction) ADEQUATE BEHIND THE WALL BACKING AND ACCESS AS REQUIRED TO INSTALL SIGNAGE, CUSTOMER TO FORWARD COPY OF FINAL APPROVED SIGNAGE DRAWINGS TO BUILDING SITE CONTACT SO THAT THESE PROVISIONS CAN BE MADE DURING CONSTRUCTION AND PRIOR TO SIGN INSTALLATION, ALL BRANCH (PRIMARY ELECTRICAL SERVICE) CIRCUITS & FINAL CONNECTION TO EACH SIGN (WITHIN 5 FT) TO BE BY CERTIFIED ELECTRICIAN: A. All branch circuits for signs must be totally dedicated to III its (Including dedicated ground and dedicated neulral per circum, S. Sign circuits must not be shared with other loads such as ilghdng, air conditioning, and other equipment. C. Property sized ground win that can be traced back to the breakerppanel must be proilded. D, Number and size of clrcults for each sign to meet Federal Heath Slgri requirement. Any deviation from the above recommendations may result In: 1. Damage to or Improper operation of the sign(s). 2. Delays and additional costa, Notes: ct" Certain electrical components of signs will leil prematurely If signs are not shut-off for a period of time, once, each day. For best performance, we recommend signs to be connected to an automatic controlling device such as an Energy Maoagemerd System, Time Clock or Photo Cell that will automatically shut-off 11% sign for a period of time, each day. Fallun to do to will ,�yyiMwill veld the w ni > is of thesign and Same dimming devices will also adversely ntsN aRect sign electrical losi camPonants, causing th consultation with Federal Heath Sign Ca, will void the warramy. INSTALLER IS RESPONSIBLE FOR: *PROVIDING TO BE DETERM NED BY LOCALL CODE AND SITE CONDITIONS. SECON i1VIRItGFONfAyjQRS, GTO CONDUIT, ETC,) *PROVIDING ALL NEEDED INSTALLATION HARDWARE AS DETERMINED BY LOCAL CODE AND SITE CONDITIONS. *SEALING BUILDING PENETRATIONS WITH SILICONE TO PREVENT MOISLtl i§"nE( kWEWWCATiONS.. COMMUNITY DEVELOPMENi- Project /Location: This original drawing 23-47498-10 I5 provided as part of a Job Number: planned project and is not to be exhibited, BK # 6040 Date:.9.25.18 copied or reproduced without the written 34819 PACIFIC HWY. SOUTH Sheet Number: 4 of 15 p e r m 1 s s i o n o f FEDERAL WAY, WA 98003 BUILDING SIGNS Federal Heath sign Design Number: 2 3-4749 8-1 0 Company, LLC or its authorized agent. 0 EHSC NOTE: ACTUAL LOCATION OF CENTERING �\ LETTERS ON CANOPY WILL BE DEPICTED (�+ ON THE ACTUAL SITE ELEVATION. \y 1 J THIS VIEW FOR HIEGHT UP FROM 2-1/2,+ I I CANOPY, AND LENGTH AWAY FROM EDGE OF FACE OF CANOPY._ � 1 2" X 4" REC TUBE ALUMN STRUTS I �~ 1 @ INTERIOR OF CANOPY L`r �. —--` SQ. FT. TOTAL,.: 29.98 2" X 4" REC TUBE ALUMN STRUTS @ INTERIOR OF CANOPY, SO WHEN ADDING BRACKETS TO LINE UP OVER THESE STRUTS THEN TO ADD # 10 SHEET METAL SCREWS FOR DIRECT FASTENING .063 ALUM SKIN TO COVER OVER THE TOP OF COMPLETE FRAME 2-1/2 ��... 1 2" X 4' REC TUBE ALUMN STRUTS @ INTERIOR OF CANOPY EXAMPLE FOR ADDING LETTERS TO CANOPIES, 211-911/16"-- 0 1,3/ 1 _813/1 — 11-413/16" SIGN TYPE ELEVATION OF HOME OF THE WHOPPER (DIMENSIONAL LETTER (1) ONE SET RI i�FD SCALE:1/2'tc '-0" LETTERS TO BE 3" DEEP FABRICATED ALUMINUM CONSTRUCTION CHANNEL LETTERS WITH ,125" WHITE ACRYLIC FACES: APPLIED 3M# 3630-121 SILVER VINYL @ 1st SURFACE LETTER RETURNS TO BE PAINTED: SPRAYLAT # 171S BRUSHED ALUM. "SEMI GLOSS" WITH BRUSHED ALUM. 1" TRIM CAP RETAINERS, LETTERS TO BE MOUNTED TO A FABRICATED RACEWAY, THEN TO AN ANGLE PLATE BRACKET FOR MOUNTING TO CANOPY. PCIWFR SIIPPI IFS Tn RF IN RACEWAY L.E.D. ILLUMINATION SPECIFICATIONS TO FOLLOW, NOTE: THESE BRACKETS ARE TO BE @ CENTERS OF THE 2" X 4" ALUM TUBE STRUTS THAT ARE IN THE CANOPIES INTERIOR. TO USE REQUIRED AMOUNT. THEY ARE ONLY TO BE PLACED WHERE THERE IS A STRUT. 9 5/8" 1-*— 31-911/16" BRUSHED ALUMINUM 6.115/16 FINISH LETTER 91/8 4 -0 7/8 ----->• OCeansMe, CA - Wells, TX - Jacksonville, TX Date: "9"25.18 I RETURN & BACK sheer Number: 5 cr 15 office Locations: BUILDING SIGNS eSlgn umber: 23 47498-10 Ocm,doe, CA - Les Vegas, NV - Laughlin, AZ W/BRUSHED Idaho Falls. ID - Euless, TX - Jacksorsville, TX - San Amonlo, TX Houston, TX - Corpus Christi, TX- Indianapolis, IN . - Louisville, KY • Knoxville, TN - Grafton, WI - Delaware. OH ALUM. TRIM CAP. Willowbrook, IL • TGnlca. MS - Atlanta. GA Client ApprovaVDate: Tampa, FL.Daytona Beach, FL - Or"., FL - p.-.. e� -� I-----"'-7- 11-413/16" SIGN TYPE ELEVATION OF HOME OF THE WHOPPER (DIMENSIONAL LETTER (1) ONE SET RI i�FD SCALE:1/2'tc '-0" LETTERS TO BE 3" DEEP FABRICATED ALUMINUM CONSTRUCTION CHANNEL LETTERS WITH ,125" WHITE ACRYLIC FACES: APPLIED 3M# 3630-121 SILVER VINYL @ 1st SURFACE LETTER RETURNS TO BE PAINTED: SPRAYLAT # 171S BRUSHED ALUM. "SEMI GLOSS" WITH BRUSHED ALUM. 1" TRIM CAP RETAINERS, LETTERS TO BE MOUNTED TO A FABRICATED RACEWAY, THEN TO AN ANGLE PLATE BRACKET FOR MOUNTING TO CANOPY. PCIWFR SIIPPI IFS Tn RF IN RACEWAY L.E.D. ILLUMINATION SPECIFICATIONS TO FOLLOW, NOTE: THESE BRACKETS ARE TO BE @ CENTERS OF THE 2" X 4" ALUM TUBE STRUTS THAT ARE IN THE CANOPIES INTERIOR. TO USE REQUIRED AMOUNT. THEY ARE ONLY TO BE PLACED WHERE THERE IS A STRUT. 9 5/8" 1-*— 31-911/16" BRUSHED ALUMINUM 121' FINISH LETTER - OCeansMe, CA - Wells, TX - Jacksonville, TX Date: "9"25.18 I RETURN & BACK sheer Number: 5 cr 15 office Locations: BUILDING SIGNS eSlgn umber: 23 47498-10 Ocm,doe, CA - Les Vegas, NV - Laughlin, AZ W/BRUSHED Idaho Falls. ID - Euless, TX - Jacksorsville, TX - San Amonlo, TX Houston, TX - Corpus Christi, TX- Indianapolis, IN . - Louisville, KY • Knoxville, TN - Grafton, WI - Delaware. OH ALUM. TRIM CAP. Willowbrook, IL • TGnlca. MS - Atlanta. GA Client ApprovaVDate: Tampa, FL.Daytona Beach, FL - Or"., FL - Building Clivaflty Signage Since 1901 1st SURFACE SILVER 3M # 3630-121 VINYL ON ,125" WHITE ACRYLIC FACE WHITE L.E.D. MODULE ILLUMINATION, .. 4++ INSIDE LTRS. 4"X 5" RACEWAY HAND FABRICATED - - I ', PAINTED BRUSHED ALUM. FINISH 2-1/2" SPRAYLAT # 171S "SEMI GLOSS" -------- ---- 0.1 .090 ALUM PLATE BRACKET !.,LETTERS BACK FROM AMOUNT: (10) TEN I EDGE OF CANOPY @ 2.1/2" FOR MOUNTING L ---------- PAINTED BRUSHED ALUM PRIMARY ELECTRIC LOCK -OUT DISCONNECT SPRAYLAT # 171S "SEMI GLOSS" PER NEC AND U.L. 48 STANDARDS PLACEMENT AS REQUIRED IN THE FIELD SIDE VIEW SCALE: 1.1/2" to 1'-0" TYPICAL RIGHT ELEVATION SCALE =1/8" =1'-0" f � FEDERAL HEATH VISUAL COMMUNICATIONS www.FederalHeath.com 12704 DuPont Circle Tampa, FL 33626 (813) 855-1415 18001 284-3284 Fax 18131 854-3037 Total: 2.0 Amps 1 of 120V, 20A Circuits Req'd. ALL BRANCH CIRCUITS SHALL BE DEDICATED TO SIGNS (INCLUDING GROUND AND NEUTRAL) AND SHALL NOT BE SHARED WITH OTHER LOADS, OCT 10 2018 I� Account Rep: FIONA PAUL Revlslons: MarnREcMising Fadlm: - OCeansMe, CA - Wells, TX - Jacksonville, TX Date: "9"25.18 I Delaware, OH • Racine, WI sheer Number: 5 cr 15 office Locations: BUILDING SIGNS eSlgn umber: 23 47498-10 Ocm,doe, CA - Les Vegas, NV - Laughlin, AZ Idaho Falls. ID - Euless, TX - Jacksorsville, TX - San Amonlo, TX Houston, TX - Corpus Christi, TX- Indianapolis, IN . - Louisville, KY • Knoxville, TN - Grafton, WI - Delaware. OH Colors Depicted In This Rendering May Not Match Actual Finished Materials. Refer To PfoduCt Samples For Exact Color Match. Willowbrook, IL • TGnlca. MS - Atlanta. GA Client ApprovaVDate: Tampa, FL.Daytona Beach, FL - Or"., FL - Building Clivaflty Signage Since 1901 Landlord ApprovalifDate: Total: 2.0 Amps 1 of 120V, 20A Circuits Req'd. ALL BRANCH CIRCUITS SHALL BE DEDICATED TO SIGNS (INCLUDING GROUND AND NEUTRAL) AND SHALL NOT BE SHARED WITH OTHER LOADS, OCT 10 2018 I� Account Rep: FIONA PAUL LWGER23-4749$-10 B' BK # 6040 34819 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 Job Number: This original drawing is provided as part of a planned projectand is not to be exhibited, copied or reproduced I without the written p e r m i s s I o n o f Federal Heath sign Company, LLC or its authorized agent. 0FHsc Project Manager JEREMY MOORE Date: "9"25.18 I Drav<m ey: JC ROBERGE sheer Number: 5 cr 15 U� Unar ri ecin¢. nitc E�► N�A�:rHLL6�/= ALL N.E. C, STANDARDSET ALL ELECTRICAL SIGNS ARE TO C-LYNITN G.L. 4. AND ARTICLE 600 OF THE N.E.C. STANDARDS, INCLUDING THE PROPER GROUNDING AND BONDING OF ALL SIGNS, BUILDING SIGNS eSlgn umber: 23 47498-10 �4FEDERAL HEAT VISUAL COMMUNICATIONS www.FederalHeath.com 12704 DuPont Circle Tampa, FL 33626 (8131855-4415 (8001 284-3284 Fax 18131854-3037 -- 6'-0" CABINET 3/8" _— --- — 5'-11-1/4" VISUAL OPENING z Z � w a z � a� U rn 4 � i VINYL SEAM SIGN TYPEC) SIGN TYPE r 3" METAL PAINT FINISHES E-,_1 PAINT (SILVER) - SPRAYLAT MARK-1(BRUSHED ALUMINUM #171S) SEMIGLOSS 333—M VINYL COLORS 2nd SURFACE BLUE 3630-8703 [� RED 3630-33 [_] YELLOW 3630-125 WHITE 3635-30 SQ. FT, TOTAL: 28.26 FRONT ELEVATION SCALE: 3/4"Sol 1'-0" 6' SINGLE FACE WALL SIGN (2 T_.J.--RE4 MAnufacturing FarlllTles OCE.intlde, fA - Eubss, TX - JacksonWlle. TX D.—,, OH -Racine, LLh office Locatlons: ,X—,lGe, CA - Las Vegas, NV L"Nln, AZ Idaho Falls. ID - Euless, TX - JaCkson llle, TX - San Antomo. TX Houston, TX - corpus Chdstl, TX - Indianapolis, IN Louisville, KY - Knoxville, TN -Grafton, WI - 0'17' OH W,11—b—I, IL - Tunica, MS - Atlanta, GA Tampa, FL - Daytona aedCh, FL - Orlando, FL Building Quality Signage Since 1901 I HE•Vitil()IIS. Colors Dep" te,l In I hc, RV n1, J, y May Not Match Actual Rmmned Wtenals keret I PtDdt;ct Samples For Exact Color Matti Client Approval/Date: Landlord Approval/Date: Account Rep: FIONA PAUL Project Manager: JEREMY MOORE Drawr, By: JC ROBERGE OUndem'Kars O ELECTRICAL TO USE U,L- LISTED U fisc COMPONENTS AND SHALL MEET Laboratories Inc, i ALL N.E.C. STANDARDS ALLELECTRICAL SIGNS ARE TO COMPLY WITH U.L. 48 AND ICLE Soo OF THE N.E.C. STANDAllDS. INCLUDING THE PROPER GROUNDING ANO 80NDING OF ALL SIGNS. Iru�cir%I. ko.3* BK # 6040 34819 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 RECEIVE® OCT 10 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT This original drawing 23-47498-10 is provided as part of a Job Number planned project and is not to be exhibited, Date .9,25.18 copied or reproduced without the written Sheet Number 6 Of 15 p e r m i s s ion o f 136,L_71NG SIGNS Federal Heath Sign Company, LLC or its Design Number: 23-47498-10 authorized agent. © FHSC G 3" COLOR NOTES: BACKS: .090 ALUM. w/ WHITE FINISH RETURNS/ RETAINER: 5"x.063 ALUM. (STAPLED & CAULKED) PRE—FINISHED BK SILVER/ WHITE FACE: FORMED (VOID) .118 CLEAR PCB BUN LOGO: 3630-125 YELLOW ACCENT RING: 3630-8703 BLUE COPY/ RTM: 3630-33 RED BKG'D/ BUN ACCENT: 3635-30 WHITE DIFFUSER ILLUMINATION: GE TETRA MAX (7100K) ***VINYL TO BE APPLIED 2nd SURFACE*** ELECTRICAL NOTE—Actual # of circuits to be determined by a j„ipen ,dFlgctrical _Q_Qgtroctor, TOTAL AMPS: 1,70 # OF CKTS: 1 20 AMP(RECOMMENDED) VOLTS: 120 ALL SIGNAGE WILL BE (U.L.) LISTED, (U.L.) 2161 COMPLIANT AND CARRY (U.L) LABELS. 3/8"x1Y2" DEAD SOFT F—MOLD ALUM. RETAINER ATTACHED WITH (2) Y8" POP—RIVETS LOCATED AT THE SEAM AT THE TOP OF THE CABINET AND GLUED EVERY OTHER FOOT WITH DEVCON PLASTIC WELDER 1 41?0 3/8"0 R IVN UT FORMED (VOID .118 CLEAR FAC[ 3/8"0 THREADED ROD w/ REQ'D BLOCKING WHITE TETRA MA, LED (7100K GE POWER SUPPL` SWITCH STRAIN RELIE[ 5"x.063 ALUM RETUR SWITC .090 ALUM. BAC 3/8"x 1Y2" DEAD SOF_ F --MOLD ALUM. RETEAINE1 XCED O --- ON — OFF *N INSTALL TOGGLE SWITCH TO OPERATE (ON/OFF) IN THE HORIZONTAL POSITION. WEEP HOL w/LIGHT BAFFLE IVIJ CONNECTOR/ CONDUIT 0 BK1072CS.20 EIVED U 2018 CITY OF FEDERAL WAY COMMUNfTY DEVELOPMENT __ .-__= _ 1_ --,. _.- . Revisions: FIONA PAUL i his original drawing FEDERAL Pfoe« /Location' 9 Marnrtacturtrg Facwnee.: Account Rep: IS provided d5 aft Of d k1110.0oo, 23-47498-10 c a n n e d pro e c t OceRnswe, a - FUIen,Tx - lacksonvlue, rx Job Number.HEATH ° �,°H Racn U ProecrManager JEREMY MOORS p pomEeLocnnn::and is not to be exhibited, Oceanside, CA - Las Vegas, NV -Laughlin, AZ Date: .9.25.18 copied or reproduced Idaho Falls. ID - Euless, TX - Jacksonville. TX - San Antonio, TX Drawn By: JC R O B E R G E BK # 6040 VISUAL COMMUNICATIONS Houston,TX-Corp., Christi. TX- Indianapolis. IN WIChOUC the written Louisville, KY -Knoxville, TN -Grafton, WI - Delaware, OH Colors UeplL te,7 In this Rendering May Not Match Actual Finished MaterialS. Reter TO Product Samples For Exact Color Maier Underwriters f ELECTRICAL TO USE U.L LISTED 34819 PACIFIC HWY. SOUTH 7 Of 15 permission O 1 U ngc COMPONENTS AND SHALL MEET Sheet Number: www.FeCircle amps, L amp,FWillowbtODaywnaunlca, ,F-Ananw.GA ClientApprovaUDate: ZL Laboratorieslnc. y ALL N.E.C. STANDARDS FEDERAL WAY WA 98003 BUILDING SIGNS Federal Heath Sign 12704 DuPont Circle Tampa, FL 33626 amps, FL- Dayenaaeah,FL- Unando.FL ALL ELECTRICAL SIGNS ARE TO COMPLY WITH U. 48 AND 1813J 855-4415 (800) 284-3284 Fax (813( 854.3037 BuildingQuail Signage Since 1901 ARTICLE eoo oP THE N.E.C. STANDARDS. INCLUDING Design Number: 23-47498-10 Company, LLC or its J Landlord THE PROPER GROUNDING AND ....'NO OF ALL I—S. authorized agent. 0 FHSC BK1072CS.20 F E DE RAL 11�tRrc LfU �1,�,;tc�rn ,1TOIN AkIAL [T114 I 121 MT '°n_ (rel '� ��' CkYanside, U - Euless. TX - Jacksonville, TX _ _ HEATH DNaWareOH.tloos: 9 Df"tr Lootlwu: _ Project Manager JEREMY MOORE r Idaho Falls..11D - Wess TLX - lacxsorns tll c. San Antonio. TX r VISUAL COMMUNICATIONS www.FederalHeath.com 12704 DuPont Circle Tampa, FL 33626 Houston. TX - corpus Christ, TX - Indianapolis, IN Laulswlle, XT - Hrgmille, TN - Crartoh, aw - DNaware, OH Wl owtrook k-Tuv a, MS -At ants, GA Tampa, FL-Daywha8eah, FL- Orlawo,FL •rTy71�,",T.1�1-.�: Fes_ �_ BuildingQuall Signage Since 1901 `Jy+rrDVaVDa�. Landlord ppm THE PRO ER o! THE N.E.C. STANDARDS, INCLUDING THE !LOTH! GROUNDING FTHEN. AND STANDAR S, ALL StON a 17 1`111 92.88 Watts 28.26 htinc� Sc�lutic•�ns � 11�1•i �1 - 1 _�►% r: "111111 Y: .'RT'� 88"94-3533 tat-.: al.WL. ..►y .� �• . •►- �� i: 01455 - UE ��;'� RECEIVED OCT 10 2018 CITY OF FEDERAL WAY -- i COMMUNITY DEVELOPMENT Project / Location: -; r. BK # 6040 34819 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 This original drawing 23-47498-10 is provided as part of a Job Number: planned project and is not to be exhibited, Date: .9.25.18 copied or reproduced p without the written 8 Sheet Number: Of 15 p e r m i s s i o n o f BUILDING SIGNS Federal Heath Sign Design Number: 23-47498-10 Company, LLC or its authorized agent. ®FHSC F E DE RAL Manuracwring FadiII '°n_ Account Rep: FIONA PAUL CkYanside, U - Euless. TX - Jacksonville, TX HEATH DNaWareOH.tloos: 9 Df"tr Lootlwu: _ Project Manager JEREMY MOORE Drawn By: JC R O B E R G E Idaho Falls..11D - Wess TLX - lacxsorns tll c. San Antonio. TX VISUAL COMMUNICATIONS www.FederalHeath.com 12704 DuPont Circle Tampa, FL 33626 Houston. TX - corpus Christ, TX - Indianapolis, IN Laulswlle, XT - Hrgmille, TN - Crartoh, aw - DNaware, OH Wl owtrook k-Tuv a, MS -At ants, GA Tampa, FL-Daywha8eah, FL- Orlawo,FL Calors Depicted In This Rendering May Not Match Actual Finished Materials. Rehr To Product Samples For Exact Color Match. Clien[AppftwaVDa[e: O Underwriter" O T"Ic"t TO UA. �m U IllC COMPONENTSANDSNAURtsr Laboraloriec Inc. ii CO N.H.C. STANDARDS AL l ELECTRICAL SIGNS ARE TO COMPLY WITH U.L. 48 AND 18131855-4415 18001284-3284 Fax 18131 854-3037 BuildingQuall Signage Since 1901 `Jy+rrDVaVDa�. Landlord ppm THE PRO ER o! THE N.E.C. STANDARDS, INCLUDING THE !LOTH! GROUNDING FTHEN. AND STANDAR S, ALL StON a RECEIVED OCT 10 2018 CITY OF FEDERAL WAY -- i COMMUNITY DEVELOPMENT Project / Location: -; r. BK # 6040 34819 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 This original drawing 23-47498-10 is provided as part of a Job Number: planned project and is not to be exhibited, Date: .9.25.18 copied or reproduced p without the written 8 Sheet Number: Of 15 p e r m i s s i o n o f BUILDING SIGNS Federal Heath Sign Design Number: 23-47498-10 Company, LLC or its authorized agent. ®FHSC STANDARD 1'-2" 519 NOTE: CLADDING/ STEEL SUPPORT: STEEL CONTINGENT ON ENGINEERS SPEC. AND WIND LOAD REQUIREMENTS STEEL BASE PLATE W/STEEL ANCHOR BOLTS AND CONCRETE FOUNDATION ANCHOR BOLT FOUNDATION SHOULD BE PROVIDED BY ENGINEER LOAD REQUIREMENTS t952 2"x6 ALUM. S Y2"O BOLTED PLATE 2.125 ALUM. „ CONNECTION END CAP (X2) 1,-0111 8,_O„ 5-118" TALL 74" r 2-1/2" COPY 2" WIDE — (ARROW) 9'-016" 8'-4 311 (COPY: BLOCK PRO CONDENSED) VINYL (FRONT SIDE ONLY) (FULL COLOR DIGITAL PRINT 81 CUT) 9'-0" TY P. 15,, 7 3" T-6 16 .063" ALUM W/3M DI-NOC WOODGRAIN VINYL PART # 1140EX `-- PAINTED REVEAL 14 5" 219 FRONT ELEVATION SCALE. 112" = 1'-0" r �FEDERAL HEATH VISUAL COMMUNICATIONS www. Federa I Heath, com 12704 DuPont Circle Tampa, FL 33626 (813) SSS -4415 18001 284-3284 Fax (8131854-3037 ReNsions: ManotactNring Facilities: - ---- --- A:aount Rep: NUNA PAUL Cxeanside, CA Euless. TX - Jacksonville, TX Delaware. OH - Racine,Wl -- -- -. Project Manager. JEREMY MOORE 0"" LOcatku": Oceanside. CA LaS Vegas, NV - Laughlin, AZ Idaho Falls. 10 . Euless. TX - Jacksonville. TX - San Mt—Ic. TX Drawn 8y. JC R 0 B E R G E HOLISM.' TX - Corpus Christi, TX - Indl—veils. IN Louisvme, KV- Knoxville, TN- Gratton, Wl-ONaware, OH Colors Depicted In This Rendering May Not Match /dual Finished Materials Refer to Product Samples For Exact Color Match O Underwriters O ELECTRICAL To USE U.L. usi® U f1eC COMPONENTS AND SHALL MEET WIIIOWtlrUok,IL- Tunica, MS- Atlanta. GA Client Approval/Date: Labor Dries Inc. ALL N.E.C. STANDARDS Tampa, FL - Daytona Beach, FL - Ortsm., FL ALL ELECTRICAL SIGNS ARF TO COM SLY TANDARDS. U.L. U AND BuildingQualt Signage Since 1901 ARTICLE 600 OF THE N.E.C. STANDARDS. INCL SIG Ne ryLandlord /°lpprovaVDate: HE PpOPER GpOUNOING ANO BONDING OT ALL SIGNS, 090 ALUM. 11„ -J 1'-01 4 RIGHT SIDE VIEW SCALE: 112" = 1=0" BASE PLATE SCALED: 2X AUTO RETURN CLEARANCE BAR (SEE ISOVIEW FOR DETAIL) 063 ALUM. REVEAL DAINTED BK RED )63" ALUM i`/3M DI-NOC tOODGRAIN VINYL ART # 1140EX IETRIC VIEW SCALE. 112" - Y-0" COLOR NOTES: FRONT PANEL: .063x' ALUM W/3M DI—NOC WOODGRAIN VINYL PART # 1140EX " BACK PANEL: WOODGRAIN VINYL PART # 1140EX 015 REVEAL: PAINT BK RED 16 CLEARANCE BAR: BRUSHED ALUM FINISH w/REFLECTIVE SILVER VINYL (SIDES) BASE: PAINT BK RED LT . 00 RECEIVED D� OCT 10 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Project /Loc,itinn This original drawing UR23-47498-10 is provided as part of a B 'NG Job Number. p a n n e d j I pro ect S and is not to be exhibited, BK # 6040 Date: '9'25'1$ copied or reproduced without the written 34819 PACIFIC HWY. SOUTH Sheet Number: 9 of i5 p e r m i s s i o n o f FEDERAL WAY, WA 98003 BUILDING SIGNS Federal Heath Sign Design Number: 2 3-4749 8-1 0 Company, LLC or its authorized agent. ®FHsC GRADE r �PEDERAL HEATH VISUAL COMMUNICATIONS www.FederalHeath.com 12704 DuPont Circle Tampa, FL 33626 18131 855-441 S 18001284-3284 Fax 18131 8S4-3037 ALUM. RT2x6x.125 PLAN W/CAPPED ENDS 2 SCALE: 3/4" a 1'-0" 81-01, 1'-0 1/2" #—T— - I S-2 s1"M I I C� Y t.0 Q A: e, mm. w -r ALUM. RT2x6x.125 W/CAPPED ENDS 3.50" OD X .216" WALL STL. SLEEVE PIPE 4.00" OD X .226" WALL STL, PIPE SUPPORT fJ I a� .063" ALUM. SHROUD 1'-2 1/80 -- .063" ALUM. COVER a i trJ I .e a . �-R- 2'-6"0 -� � 2 S-2 #3 TIES, TOP (4) 0 3" OC REMAINING 0 10" OC (6) #6 VERTICALS 2'-6"0 x 4'-6" DEEP CONIC, FOOTING (fc'=3000pai 0 28 DAYS) CLEARANCE BAR ELEVATION SECTION Revisions: MRnuWaning Fadi ties: dcearsba, CA - Was. TX - Jack sonvi k. TX De"are. OH - Racax. WI 0"lle Locations: OCEAnSlde, CA - Las Vegas, NV - Lwghlin, AZ Idaho fisia, ID - Well, TX - Jacksonville. TX - Sari Antonio, TX Houston, TX - Corpw Christi. TX - Indianapolis. IN LDulsvEle, KY - XrRs 1e, TN - Grafton, WI - Dri—e. OH Willowbrook It - Timka, MS - Atlanta. GA Tampa, FL - Daytona Beach, FL - Orlando, FL Building Quality Signage Since 1901 ____GRADE___ GENERAL NOTES: 1'-2" ALUM. RT2x6x.125 IIG.� W/CAPPED ENDS 3.50" OD X .216" WALL STL, SLEEVE PIPE L<! 4.00" X .226" WALL STL. PIPE SUPPORT it.063" ALUM. SHROUD 063" ALUM. COVER � END SCALE: 3/8" s 1'--0- i, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB SITE. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO NOTED SPECIFICATIONS. 3. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36, 4. WELDING SHALL CONFORM TO AWS D 1.1 & AISC SPECS, 5. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDER. 6, ISOLATE ALUMINUM FROM STEEL. 7. ALL BOLT HOLES TO BE DRILLED OR PUNCHED. 8. SIGNS TO BE 6—FT HORIZONTAL & 12—FT VERTICAL FROM HIGH VOLTAGE WIRES. 9. CONCRETE TO HAVE fo-3000 PSI MIN, 0 28 DAYS. 10, DESIGN IS BASED ON 175 MPH WIND, 3—SEC GUST, EXPOSURE C. Colors Depicted In This Rendering May Not Match Actual Finished Materials. Reter To Product Samples For LxsO Color Match Client ApprovaVDate: Landlord ApprovaVDate: DESIGN NO: PROJECT MOR.: S-0108918 T. TAYLOR DRAWN DATE: PH 2/13/18 JOB NO: srzr No S-1 EqE VED Ui; I 1 2018 CITY RAL WAy COMMUNITY DEVELOPMENT ALCOUtltRep: FIONA PAUL Project/Location: This original drawing Job Number: 23-47498-10 Is provided as part of a planned project Project Manager: JEREMY MOORE and is not to be exhibited, Date: ,9,25.18 copied or reproduced Drawn By: JC ROBERGE BK # 6040 without the written Underwriters +'• ELECTRiGAL TD USE tl.L Lts�ED 34819 PACIFIC HWY. SOUTH Sheet Number: 10 Of 15 p e r m I s s i o n o f �l Laboratories Inc. ng` ALL N,.E.C.AST D Ro FEDERAL WAY, WA 98003 BUILDING SIGNS Federal Heath sign ALL ELECTRICAL SIGNS ARE 10 COMPLY WITH U.L. 49 AND 23 47498-10 Company, LLC or its ARTICLE 600 Or THE N.E.C. STANDARDS. INCLUDING Design Number. THE FROrER GROUNDIND ANO aONDINO Oe ALL SIGNS. authorized agent. ®FHsc 8 3/4" — 8 5/8" — a IFt i i 7 5/8" CONNECTION DETAIL TYP. OF 3 SCALE: 3" r 1'-0" ° --14"- 1 1/4"— 1 1/2 - IS /2"a ll ) e N 101 C r- BASE PLATE DETAIL SCALE; 1 1/2" r- V-0" 1/4"x8,75"x7" STL. PLATE FAB. .063" ALUM. SHROUD ALUM. RT1 x1 x.125 WELDED FRAME (TYP.) 4.00" OD X .226" WALL STL, PIPE SUPPORT 3/8"0 SS BOLT (TYP.) 1/4" 7/8"0 HOLE FOR 3/4"0 ANCHOR ROD (TYP.; 3 4"x14"x14" STI.. BASE PLATE 4.00" OD X .226" WALL STL. PIPE SUPPORT IO I N M 00 I � DETAIL SCALE: 1 1/2" r 1'-0" 1/2"0 SS BOLT (TYP.) 1/2"x13,875"x13.875" STL. PLATE 2 7/16"- ALUM. RT2x6x.125 W/CAPPED ENDS io 4 � In M STL CAP PLATE 875" T 3.50" OD X .216" WALL n STL. SLEEVE PIPE WELDED TO CAP PLATE 3.50" OD X .216" WALL STL. SLEEVE PIPE PLUG WELDED TO 4.00" OD PIPE 4,00" OD X .226" WALL STL, PIPE SUPPORT 13 7/8- -9"— 2 7/16" 9/16"0 HOLE FOR 1/2"0 SS BOLT (TYP.) 3.50" OD X .216" WALL STL. SLEEVE PIPE WELDED TO CAP PLATE 1/2"03.875"03.875" STL CAP PLATE (DgE P__ LATE_ DETAIL SCALE: 1 1/2" - V-0" Pr Q UJ i� NUTS & WASHERS TO BE GALVANIZED 3/4"0 x 30" LONG ASTM F1554 GR. 36 ANCHOR ROD WITH NUTS. TOP 9" GALVANIZED L,AMAGE THREADS (DANCHOR ROD DETAILTYP) N, T.& ;N NO: PROJECT Mott Nisi S-0108918 T. TAYLOR DAM S-2 PH 2/13/1843 � j �, E D i 2018 CITY OF FEDERAL WAY Rcvlsi°r>s: FIONA PAUL Project Location: GER rf This original drawing FEDERAL MCA-EUurlrpr--ZONS Account Rep: Job Number: 23-47498-10 is rovided as rt of a .U.E,OH-Rcine,mnwKe,Tx JEREMY MOORSplannedp HEATH Ddn0 a off - Racine, w Project Manager e project e otRce Looeloru: and is not [o be exhibited, Ocean;IOe, CA -"LES VIEWS, W - LAughiln, AZ BK # 6040 Date: .9.25.18 copied or reproduced Idaho Falls, to - Euless, T)(- Jacksonville. rA - San Antond, T% Drawn By: JC RO B E RG E VISUAL COMMUNICATIONS"°usmn'rx-CorpusCh,lm•nt-Indianap°°f•xN without the written LOU Willowbrook, KY- Knoxvllle, TN-GraRon, WI -Delaware. OH Calors Depicted In This Rendering May Not Match Actual Finished Materials Reter To Product Samples For Exact Color Match Uoderial life / ELECTRICAL PCI[AL TD use U.I. IJflm 34819 PACIFIC HWY. SOUTH 11 Of 1 5 p e r m I S S 1 O n O f www.FederalHeath.com U nuc coatroNe"rsANoslwLaleer Sheet Number: WUIowOr°ok,IL.7hnfcd,MS-Awvra.GA App VDate: "L LeooreWlieei^p• ALL N.e.c. srANDARos FEDERAL WAY WA 98003 BUILDING SIGNS Federal Heath Sign 12704 DuPont Circle Tampa, FL 33626 Tampa, FL -Daytona Beach, FL-Odando. R Client rova a P ARTICLE 600 ALL ELECTRICAL NRR CGNS AM O ST CMPLY WITH V.L. 48 AND IAITA-1.1. INCLUDING le i / i-d7AnR-i n Company, LLC or Its ll RSs:_aG7 S (AAAI IMA -2101A OCA - 12f.127 Cav /II 1OCA-12f.127r._ n..ea �:_� �..—ave_ -__—_ e•.___ . mow. _ STANDARD STEEL SUPPORT NOTE: STEEL CONTINGENT ON ENGINEERS SPEC. AND WIND LOAD REQUIREMENTS, STEEL BASE PLATE w/STEEL ANCHOR BOLTS AND CONCRETE FOUNDATION. ANCHOR BOLT OR DIRECT BURIAL FOUNDATION SHOULD BE PROVIDED BY ENGINEER FOR LOCAL WIND LOAD REQUIREMENTS. COLOR NOTE: REVEAL/SUPPORT STEEL: PAINT BURGER KING RED CANOPY TOP: PAINT BURGER KING SILVER CABINET FACE: W/3M DI-NOC WOODGRAIN VINYL PART # 1140EX OCU CABINET FACE: PAINT BURGER KING SILVER CABINET BACK: WOODGRAIN VINYL_ PART # 1140EX OCU BOLT KIT: PAINT BURGER KING RED 01 23" 4 9'-5" r �PEDERAL HEATH VISUAL COMMUNICATIONS www. Fed era lHeath.com 12704 DuPont Circle Tampa, FL 33626 III Ili RSS-4415 1Anni 7A4-17Ft4 Far rA171 AS4--4n17 .063" TOP .063" ALUM BOTTOM FILLER WHITE REFLECTIVE VINYL BKG'D. WITH 2Y2" BLACK COPY (COPY: LOCK PRO CONDENSED) W/3M DI-NOC WOODGRAIN VINYL PART # 1140EX LEFT SIDE VIEW SCALE: 112" = 1'-0" Manuracturlog Farl"i's� Ctommicle. CA - Euless. TX - Jacksonville. TX Delta—,, OH - Racine. tt9 Once LoraGr n, OceAm,l CA - Las Vegas, NV Laughlin. AZ Idaho Falls. ID - Euless, TX - Jacksonville. TX - San Antonio. TX Houssort TX - Corpus Christi, TX - Indianapolis. IN Louisville, KY - Knoxville, TN - Grafton, WI - DEla+eare, OH Wlllowbrook, IL - Tunica, MS - AIl.anta, GA Tampa, FL - Daytorm Beach, FL - Orlanao, FL 0..it.R:. — r .._111— c:----- C;--- r ons Rev,slons, "FLAME GRILLED SINCE TO BE WHITE VINYL W/ BLACK VINYL BOARDER ,4 JTE: NO VIDEO DISPLAY CUT OUT REQUIRED PLEASE EXCLUDE FRONT ELEVATION VIEW SCALE: 112" = l'-0" Colors Depicted In This Rendennq May Not Match Actual FinlShed Materials. Refer To Product Samples For Exact Color Match Client Approval/Date: FABR. SWING AWAY MANUAL RETURN CANOPY .063 ALUM W/ 3M DI-NOC WOOD GRAIN VINYL PART # 1140EX FABR. OCU CAB. (ONLY) SPEAKER AND MICROPHONE CUT OUTS (NOTE: TO BE ACCESSED .063" ALUM BOLT COVER �d• usreo kL• FOUNDATIONS AND STRUCTURAL ELEMENTS SHALL BE CALCULATED IN COMPLIANCE WITH APPLICABLE CODES. ISOMETRIC VIEW .063" ALUM W/3M DI-NOC WOODGRAIN VINYL PART # 1140EX REVEAL & BASE PAINT TO MATCH: d E` OCT 0 2018 SCALE: 1/2" = P-0" CITY OF FEDEPA COMMUNITY DEV OPAAY Account Rep; FIONA PAUL �1�� Location: B�RGEG �N BK # 6040 34819 PACIFIC HWY. SOUTH FEDERAL WAY, WA 98003 Job Number. 23-47498-10 This original drawing 9 9 is provided as part of a planned p r of it c t and is not to be exhibited, copied or reproduced without the written p e r m i s s i o n o r Federal Heath Sign Company, LLC or its Project Manager JEREMY MOORE Date.9,25.1 a Draw By JC ROBERGE Sheet Number: 12 of 15 V Underwriters �/n ��rC) co PONEMSA UESNQ M. :I, LaboratOdetInc. �./ ALL N.E.C. STANDARDS ALL ELECTRICAL THEGNS ARE TO COMPLY TANDAR S. U.L. U AND ALL ELE RIC L THE N.E.C. STANDARDS. INCLUDING BUILDING SIGNS 9.1-�tlTiu-1 n flacinn NllmhPr Lt GLYIS 1' 9 STANDARD TRA_ FFIC DIRECTION FAB. ALUM. SWING AWAY/MANUAL RETURN CANOPY 1. 5'-11 3/4" —r=� FAB. ALUM. SWING 115 11 T- �_� ✓- AWAY/MANUAL RETURN /8"] 1 --- T CANOPY 1 4.50" OD X .237" WALL r I STL. SLEEVE PIPE i i � I ROUND HSS5.500x.375 N I STL. SUPPORT I _ ALUM. RT1xlx.125 WELDED FRAME (TYP.)to ! M I 00I 1 2'-10" 0 W I i 00 E I I 1 U a FAB. ALUM. I FAB. ALUM. i OCU UNIT ( II OCU UNIT it I Ii 1'-7 1/2"' fi 2'_7N "- .063" ALUM. COVER .063" ALUM. COVER GRAD NOTE: THIS FOOTER IS FOR } 2 I __..- 160 MPH WIND LOAD AREAS g-2Url SO THIS MAY CHANGE INLAND 0 LOWER WIND SPEEDS, SO LOOK OVER ACTUAL ENGINEERING#3 TIES, TOP (4) 0 3" OC DRAWINGS FOR THE CORRECT .� gyp. REMAINING 0 10" OC 2 ENp WIND LOAD AND FOOTER SIZE SCALE: 3/8" = V-0' f (6) #6 VERTICALS 1 •+� GENERAL NOTES: ' 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB SITE. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO NOTED SPECIFICATIONS. 3. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36. 2'-6"o x 6'-0" DEEP 4. WELDING SHALL CONFORM TO AWS D 1,1 & AISC SPECS, CONC, FOOTING 5. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDER. (fc'=3000pai 26 DAYS) 6. ISOLATE ALUMINUM FROM STEEL, 7. ALL BOLT HOLES TO BE DRILLED OR PUNCHED, 2'_6"0 S. SIGNS TO BE 6 -FT HORIZONTAL & 12 -FT VERTICAL FROM HIGH VOLTAGE WIRES, I I 9, CONCRETE TO HAVE t'C-3000 PSI MIN. O 28 DAYS. 10. DESIGN IS BASED ON 175 MPH WIND, 3 -SEC GUST, EXPOSURE C. OCU ELEVATION SECTION SCALE: 3/WVV-0' r �PEDERAL HEATH VISUAL COMMUNICATIONS www.FederalHeath.com 12704 DuPont Circle Tampa, FL 33626 (813( SSS -441 S (8001284-3284 Fax 18131 8S4-3037 Manur.—Ing Fadllries: PROJECT MCR.: Account Rep: FI O NA PAUL OCeEnLtle. CA - Euless, 7X - )ackSOrMNe, Tx D WN BY: DATE: Delaware, OH. Racine, Wl 2/13/18 Project Manager JEREMY MOORE CIT" Locations: D 51 Weft Tx sJ\ac�ktoornW111e. -San Antonio. - TTX Idaho Falls, TX Drawn By: JC R O B E RG E Houston, Tx - Corpus Christi, TX - Indlanapolls, IN LDulsvNk. KY- Krxs*A TN-Cuanon, WI - Delaware, OH Colors Depicted In This Re mlenng May Not Match ALcueI I'll MatcnaiS Re ter Io Product Samples For Exact Color Match U— Underwriter; ELECTRICAL TD I I.L. 11 Wlllowbrook,R.-Tunica, MS -Atlanta, GA Client Approval/Date: ®� laboratories lna ngC COMPONEEITS AND SPIAl1 ERlT O ALL N.E.C. STANDARDS Tampa, FL - Dayrorra Bearh, Fl- 011arMo, FL ALL ELECTRICAL SIGNS ARE TO COMPLY WIT. U.L. 48 AND Building Quality Signage Since 1901 ARTICLE 600 OP THE N.E.C. STANDARDS, INCLUDING Landlord ApprovaUDate: THE PROPER GROUNDING AND BONDING OF ALL SIGNS. i5'-11 3/4- TRAFFIC /4" I"1I�NI/-11YV /1M 1\L ILJI�IV CANOPY 0fPLL,AN SCALE: 3/4" - 1'-0" DESIGN NO: PROJECT MCR.: S-0106918 T. TAYLOR D WN BY: DATE: PH 2/13/18 JOB NO: RECEI v OCT 10 2018 CITY OF FEDERAL WAY COM�AlN� . Project/II�c.�:�,n This original drawing �(1z 234749810 is provided as part of a B I Job Number - - planned project and is not to be exhibited, BK # 6040 22-1e: .9.25.18 copied or reproduced without the written 34819 PACIFIC HWY. SOUTH Sheet Number: 13 of 15 p e r m 1 s s i o n o f FEDERAL WAY, WA 98003 BUILDING SIGNS Federal Heath Sign Design Number: 23-47498-10 Company, LLC or its authorized agent. ©FHSC 5'-11 3/4" ELEVATION SECTION DETAIL SCALE: 1 1/2" - 70" FAB. ALUM. SWING AWAY/MANUAL RETURN CANOPY 4.50" OD X ,237" WALL STL. SLEEVE PIPE WELDED TO CAP PLATE ROUND HSS5,50Ox.375 STL. SUPPORT 1/2"A O"x8,500" STL. CONNECTION PLATE ALUM. RT1 x1 x.125 WELDED 7 FRAME (TYP.) TEM PCO: PROJECT MfiR.: S-0108918 T. TAYLt1R MW F GATE: PH 2/13/18 Joe NO. N t N 2" E 1 1/8-0 HOLE FOR 1"0 ANCHOR ROD (TYP.) 1"x12"x12" M. BASE PLATE 0::ZTROUND HSS5.500x.375 STL, SUPPORT (Fy-42KS1) -� 1 4 Q 0 1/4 2 BASE PLATE_ DETAIL Q LU 0 LU w NUTS & WASHERS TO BE GALVANIZED 1"0 x 36" LONG ASTM F1554 GR. 36 ANCHOR ROD WITH NUTS. TOP 9" GALVANIZED .AMAGE THREADS 3 ANCH R ROD DETAIL(TYP.) S-2 on RECEIVED 3 OCT 10 2018 CITY OF FEDERAL WAY Rcroslons: FIONA PAUL Project/Location: This original drawing FEDERAL MCA-EuthngX-JacE, Account Rep: Job Number: 23-47498-10 i5 provided as oDNR[ytae. G1 •Euless. Tx • JacksDnNNe, Tx p part of a DFbware. off - Raphe, W planned project r4HEATH Project Manager: JEREMY MOORS oRKe tocatrorys: and is not to be exhibited, oa,ID-Eu ss,TX- ackso P1V.TX-S San : JC ROBERGE BK # 6040 t0;G Dale: ,9,25,18 copied or reproduced IOatq Fvns,ID-Euksy.lX-ladrWrrvak. Tx - San Mtonlo, T% Drawn BY without the written VISUAL COMMUNICATIONS Houston,rx- CorpusChrish, TX - Indianapolis. IN 34819 PACIFIC HWY. SOUTH 14 of 15 permission o t LOWaak, RV • RnoxWlle, TN -Grafton, WI-ONmvarc. OH Colors Ueplc[etl In This Rendering May Not Match Actual Finished Materials Refer Tn Product Samples For Exact Color Match UDdoYVTIHb ELECTRICAL To uH U.L USTe9 www.FederalHeath.com U n c coMroNFNrsAW"A"'Beer Shee[Number; Wllpa, FL Bea, ,FL ADanta. F App mL LEborMofts lnc, ALL N.F.C. STANDARDS FEDERAL WAY, WA 98003 BUILDING SIGNS Federal Heath Sign 12704 DuPont Circle Tampa, FL 33626 ramp, w • ria Beach, FL • Orlando, RL Client rovaVDate: 9 RALLELECTRICAL6 0 O SIGNS ARE TO COMPLY ANDAR S, U.L. AND 9 23-47498-10 Company, LLC or its 18131 855-4415 18001 284-3284 fax 813 854-3037 ARTICLE aoa OF THE N.E.C. STANDINGS, INCLUDINGLSIG. Design Number: t I Building Quality Signage Since 1901 Landlord ApprovaUDate: T«N PROPER OROUNOiNO AN. ao«oyNG OF ALL :TONE. authorized agent. 0 FHSC M STL. HSS4x2x1/4 ENDS CAPPED P II 1/2"x6"x6" STL. PLATE STL. HSS4x4x1/4 WELDED ALL —\— AROUND TO STL. PLATE (9151. 4,50" OD X ,237" WALL STL. SLEEVE PIPE FEDERAL ■7HEATH VISUAL COMMUNICATIONS 6 www.FederalHeath.com 12704 DuPont Circle Tampa, FL 33626 18131 8SS-441 S (8001284-3284 Fax (8131 854-3037 CANOPY PLAN 3/4"0 GALV. STL. SCALE: 1" - V-0" BOLT (TYP.) ALUM. RT2x4x.1875 3 - o) G CANEND SEAN SCALE: 1 1/2" - V-0' Manutacwring Fadltt- Oceanslde, CA - ELOW, TX - J905orMlk, TX Delaware, OH - Racine, WI ORke locations: Oceanside. CA - Las Vegas, NV - Laughlin, AZ Idaho Falls, ID - Euless, TX - Jacksonville, TX - San Antonio, TX HOUSiDn. TX - Corpus Christi, TX - Indianapolis, IN Louisville, KY - Knoxville, TN - Grafton, WI - Delaware, OH Willowbrook, It - Tnl'A MS - Atlanta, GA Tampa, FL • Daytona Sead1, FL - Orlando, FL Building Quality Signage Since 1901 Revisions: ALUM. RT2x4x.1875 Colas Depicted in This Rendering May Not Match Actual Finished Materials. Rerer To Product Samples For Exact Color Match Client ApprovaMate: Landlord ApprovaVDate: 4.50" OD X .237" WALL STL. SLEEVE PIPE 1/2"x6"x6" STL. CAP PLATE WELDED ALL AROUND TO HSS4x4 D-,"�PLATE DETAIL SCALE: 1 1/2' - V-0' 21-1 ON 1/2"x10"X8.500" STL. CONNECTION PLATE 3/8"01 SS BOLT (TYP.) ROUND HSS5.500x.375 STL. SUPPORT r. 'o mVALUM. 1/4 �zFAB, ALUM. OCU UNIT lx.125 WELDED FRAME (TYP.) 4 PLAN SECTION DETAIL SCALE: 1 1/2" . 11'-0" ALUM. RT2x4x.1875 PERIMETER FRAME 10-0 No, 5-0108016 T. TAYLOR Project/Lncdation DATE, PH JIM ft vv 1 1 v LU 10 CITY OF FEDERAL WRf CYIIAAAI iNITV r) --V;:! f)Pl4r--,k T Account Rep: FIONA PAUL Project/Lncdation This original drawing 23-47498-10 Is provided as part of a Project Manager: JEREMY MOORS boa Job Number: planned p r o f it c t Date: 9.25.18 and is not CD be exhibited, Drawn By: JC ROBERGE BK # 6040 , copied or reproduced U UftWrwTiterR n++ CONTRICALNEATRANDfMML�EEr "L La]OTetOrie{Inc.® 34819 PACIFIC HWY. SOUTH Sheet Number: 15 Of 15 without the written p e r m i s s i o n o f ALL N.E.C. STANDARDS FEDERAL WAY, WA 98003 BUILDING SIGNS Federal Heath Sign ALL ELECTRICAL SIGNS ARE TO COMPLY WITH U.L. ♦R AND ARTICLE 600 OR THE N.E.C. STANDARDS, INCLUDING Design 23-47498-10 Company, LLC or Its THE PROPER GROUNDING AND EONDING OF ALL SIGNS. Number: authorized agent. ©FHsc LSI Graphic Solutions • 3871 Turkeyfoot Road, Erlanger, Ky 41018 • (859)342-2273 1-800-546-1513 (859)342-2275 FAX 755.116" 4" I i s v, SCL 4YOOO TOMPLATE NUT (2. CONCRETE SIWACE 4- 4 .� NUT i I I V 4 e e EMBEDMENT OF ANCHOR BOLTS ANCNOB BOLT $ASE �E SECURtW'NU? 5915/16" COtYCFTETE SLWFA(7E -EVELING Nu: 4 Q 4 NUT(!! 53%8,1 1 Q 4 s 4 KSTALLATION OF STEEL SWITCH BOX I " 38" 15" t, 40" — I ELECTRICAL DATA SERVICE SERVICE ANCHOR BOLT 8"J 60" TEMPLATE 60"* 518-11 X 30" BACK ANCHOR BOLTS (4) 0 0 16"* ED g" �a O 0 0 f I FRONT f 16"* 1 6" i *NOTE: These are approximate foundation measurements. The soil bearing capacity at the erection site must be considered when designing the foundation. The sign manufacturer is not able to predetermine the specific needs of each location. Consult a local engineer for design specifications. *NOTE: This is a suggested plan. Local requirements may exceed this design. The contractor is responsible to verify this plan. 1 Dig hole to the desired length, width and depth. Use template provided (aligned as shown above) and place the anchor bolts in the hole. Brace to prevent movement. Position electrical and data conduit as shown. Fill hole with concrete. When concrete is dried remove the template from the concrete base. Clean anchor bolt threads and run one nut onto each bolt which will be used to level the structure. Remove the switch cover and electrical box from the side of the mounting steel and set them aside. Remove the cover plate from the right side of the mounting steel and set it aside. Drawing Type Installation Customer Burger Kind Project Description 1 X 3 Digital Drive Thru 2 18 L J- APHJDLUTIaNS _., m m nOM �m _. o m 'C' O n _0 oo M M� Drawn By: Note: PN: 685805 Proj. Man.: Date: 07124111 8 Page: S IX3 ' JX3 D4kRmO?24..18 This document is the property of LSI INDUSTRIES INC. It contains proprietary information and is tendered subject to the conditions that A and the information disclosed herein be retained in confidence, it cannot be reproduced or copied directly or indirectly in whole or in part, and it and the information disclosed herein shall not be used or disclosed to others for use for any other purpose except as specifically authorized in writing by LSI INDUSTRIES INC. EXTERIOR FINISH NOTE: iTERIOR FINISH 5dHn;VLE INS A-3 FOR ALL EXTERIOR i. NORTH ELEVATION WALL AREA 1,257sf SOUTH ELEVATION WALL AREA = 1,177sf EAST ELEVATION WALL AREA = 755sf 3 AREA CALCS: NORTH WALL AREA = 1,257sf SOUTH WALL AREA = 1,177sf EAST WALL AREA = 755sf WEST WALL AREA = 686sf TOTAL WALL AREA = 3,875sf WEST ELEVATION WALL AREA = 686sf ,EIVED 10 2018 CITY OF FEDERAL Yr'AY COMMUNITY DEVELOPMENT Burger King 34819 Pacific Highway South Federal Way, WA 98003 Calculations For: 6' Diameter Logo Wall Signs, Letter Raceway, Canopies, Clearance Bar, Order Confirmation Unit Drawing Numbers: B2101370 to B2101380 Project Number: 18-0701 Prepared for: Federal Heath Sign Company 12704 Dupont Circle Tampa, FL 33626 James L. Atwood Jr., P.E. 135 South David Lane Knoxville, TN 37922 Voice (865) 539-4001 FAX (865) 539-0851 www.linkengr.com October 8, 2018 ,�,OOLN ATj, Stir o f w�sy� `O 39681 0 �icZ, FCISiE1l� ��•% • ``4SIONAL �G � � � Zoe $ EXPIRES 2/5/ Page 1 of 186 Burger King — 6' Logo Signs, Letter Raceway, Canopies, Clearance Bar, OCU Project Number: 18-0701 Purpose and Design Criteria .............. ................................. 3 Burger King Logo Wall Sign 6.0' Diameter ................................................ 4-5 Flame Grilling Raceway Letters .......................... ........................... 6-8 Canopy 2.33' x 24.5' Stepped..................................................................... 9-42 Canopy 2.0' x 11.83' L-shaped............................................................... 43-89 Canopy2.0' x 7.5' ..................................................... .................................... 90-106 Canopy2.0'x 6.0'.................................................................... ..................... 107-123 Canopy 2.0' x 4.5' ............................................ ............................................. 124-139 Canopy 3.83' x 7.17' ..................................................................................... 140-156 Canopy3.83' x 6.0' ......................................................... .......... .................... 157-173 ClearanceBar ................................................................................................ 174-177 Order Confirmation Unit ...................................................... . ....................... 178-181 Supplemental Data ........................................................................................ 182-186 EXPIRES 2 / 5 Page 2 of 186 Calculation Purpose and Criteria Date: 10/7/2018 Sheet: Job No: 18-0701 Designer: JLA Member: Signage Structures for Burger King, Federal Way, WA Structures Named: Logo Wall Sign, Clearance Bar, Order confirmation Unit, Canopies Purpose: Codes: The purpose of these calculations: Provide an analysis of the signage structures and foundation design as required. 2015 International Building Code ASCE 7-10 Minimum Design Loads for Buildings and Other Structures. Basic Loading Data: Risk Category= 11 Roof Snow Load Data: Ground Snow Load = 15.0 psf Pf = 12.60 psf Ce = 1.00 Is = 1.00 Ct = 1.20 Pdesign = 15.00 Wind Design Data: Vuit = 110 mph Vasd = 85 mph Exposure = C Seismic Design Data: le = 1.00 Ss = 1.282 Sl = 0.493 Site Class = D Sos = 0.855 Sol = 0.495 SDC = D Analysis Procedure = Equivalent Lateral Force Design Soil Information: Soil Class= 4 Vertical Capacity = 2000 psf Lateral Capacity = 150 psf/ft Page 3 of 186 Calculations for Drawing B2101370 6' Dia. Burger King Logo Cabinet 18-0701 10/4/2018 IBC 2015 Cat II JBL 110 MPH Exp C Zone 5 18'-6" maximum above grade Treated as Components & Cladding P = -19.62 PSF Ground Snow 15 PSF FMimntp wpinht at R ncf Est Wt I Wind I I To Row I Fastener Row I Cabinet I Max I Avera e Av Region Area Area Load Fastener Fastener Spacing Depth Tension Shear Ten Chapter 30: Wind Loads - Components & Cladding inA2 ftA2 1 Ib I Ib Qty I Qty Kz = 0.89 (Table 29.3-1) Ib Ib Ib LOGO 4071.5001 28.274 1 229.65 1 -554.80 1 6 1 2 54.000 8.000 101.0 38.31 92.47 Maximum Fastener Tension = 101.0 LB Maximum Fastener Shear = 38.3_ L8 Wall Signage - Treated as Components & Cladding Wind Speed 110 mph From ASCE 7-10 Table 26.9-1 (Partial) Exposure C Zg = 900 Zone 5 Alpha = 9.5 Height 18.5 Ft Sign Area 28.274 FtA2 Determine wind pressure from ASCE 7-10 Chapter 30 Chapter 30: Wind Loads - Components & Cladding p = q` (GCp - Gcpi) (eq. 30.4-1 or 30.6-1) q - 0.00256 . Kz " Kzt ` Kd ' VA (eq. 30.3-1) Kz = 0.89 (Table 29.3-1) Kd = 0.85 (Table26.6-1) Kzt = 1 (Section 26.8) V = 110 q = 23.36 psf GCp = -1.4 (From Figure 30.4-1 for h- 60 ft and from Figure 30.6-1 for h> 60 ft) GCp = +1 P = -32.70 PSS Load Combination: D + 0.6W (Section 2.4.1) n. a Design Wind Pressure = 0.6W = -19.62 psf 0 Design Wind Pressure = 0.6W = 1 14.02 X35$ rn SEISMIC FORCE FOR COMPONENTS Per IBC 2015 and ASCE 7-10 Specifications For Architectural Components Job Name: BURGER KING Subject: EO /WIND SHEAR COMPARISON Job Number: 1 18-0701 6.0' DIAMETER CABINET Originator: 1 J. Atwood Occupancy Category = II Fph Fph(max) = Fph(min) = Use: Fph = Soil Site Class = D and longitudinal directions relative to seismic restraint. Location Zip Code = 98003_ Ibs., Fpv = 0.2*SDs*Wp 20.299 / 6 =3.38 Ib per fastener < 10.1 (Snow Shear) OK Ibs 121.053 / 6 = 20.17 < 101.0 (Wind tension) OK Spectral Accel., Ss = 1.282 Spectral Accel., Si = 0.493 Average Roof Height, h = 18.670 ft. Height of attachment, z = 18.500 ft. Importance Factor, Ip = 41.00 Component Weight, Wp = 169.65 Ibs Component Type = 10a Appendages and ornamentations Fa = 1.000 Fv = 1.507 1—Aliilum opecEral rtes onse Accelerations for Short and 1 -Second Periods: SMS = 1.282 SMS = Fa*Ss SMI = 0.743 SMI = Fv*SI Desi n S ectral Response Accelerations for Short and 1 -Second Periods: SDs =[_9.855 SDs = 2*SMs/3 SDI =1 0.495 ]SDI = 2*SMI/3 Category(for SDs) = Category(for SDI) =IuMost Use Category = critical of either category case above controls Amplification Factor and Res onse Modification Coefficient: Amplification Factor, ap = 2.50 Resp. Mod. Coef., Rp L,omponent morizontal Seismic Force: (USE FOR BASIC ACCELERATION) Ibs., Fph = (0.4*ap*SDs*Wp)*(1+2*z/h)/(Rp/Ip) Ibs., Fph = 1.6*SDS*Ip*Wp Ibs., Fph = 0.3*SDS*Ip*Wp Ibs. Note: Fph is to be applied independently in both transverse Fph Fph(max) = Fph(min) = Use: Fph = 172.933 „ 231.985 43.497 172.933 Component Vertical Seismic Force: and longitudinal directions relative to seismic restraint. Fpv = 0.7 Fpv = Comments: 0.7 Fph = 28.998 Ibs., Fpv = 0.2*SDs*Wp 20.299 / 6 =3.38 Ib per fastener < 10.1 (Snow Shear) OK Ibs 121.053 / 6 = 20.17 < 101.0 (Wind tension) OK 20.299 121.053 Page 5 of 186 Calculations for Drawing B2101371 Flame Grilling Raceway Letters 18-0701 1014/2018 IBC 2015 Cat II JBL 110 MPH Exp C Zone 5 11'-10" maximum above grade Treated as Components & Cladding P = -17.86 PSF Ground Snow 15 PSF Fstimate weinhf of R ncf Maximum Fastener Tension = 206.5 LB Angle Attachment Screws Region 2 Area = 4.438 sf Connection Letter& Max Avg Wind Force = 79.26 lbs Wall Signage - Treated as Components & Cladding Centroid = 7.4+2.5 = 9.9" Wind Moment = 9.9 79.26 = 785 in -Ib Windward Vertical Row I Raceway Connection Connection Height 11.83 Ft Area Area Est Wt Load Connection Connection Centroid Spacing Depth Tension DL + WL Shear in12 ft^2 Ib Ib Qty Qty in in in Ib Ib Region 1 275.042 1.910 18.87 -34.11 4 2 6.6563 2.500 8 87.2 8.5 Region 2 639.080 4.438 40.69 -79.26 4 2 7.1563 2.500 8 206.5 19.8 Region 3 623.605 4.331 40.05 -77.34 4 2 7.1563 2.500 8 201.9 19.3 Re ion 4 1 620.390 4.308 39.91 76.94 4 2 7.0625 2.500 8 199.5 19.2 Region 5 566.923 3.937 37.68 -70.31 4 2 6.9688 2.500 8 182.6 17.6 Re ion 6 284.117 1.973 19.25 35.24 4 2 6.4688 2.500 8 86.5 8.8 Maximum Fastener Tension = 206.5 LB Angle Attachment Screws Region 2 Area = 4.438 sf Maximum Fastener Shear = 19.8 LB Length = 4.5' Wind Force = 79.26 lbs Wall Signage - Treated as Components & Cladding Centroid = 7.4+2.5 = 9.9" Moment = 9.9 79.26 = 785 in -Ib Wind Speed 110 mph From ASCE 7-10 Table 26.9-1 (Partial) Couple = 785 / 2.5 = 314 lbs Exposure C Zg = 900 Screw Tension = 314 / 2 = 157 lbs Zone 5 Alpha = 9.5 Screw Shear = 79.26 / 4 = 20 lbs Height 11.83 Ft Dril-Flex Screws: #12-14 Sign Area <10 FM2 Tension Cap = 313 lbs Shear Cap = 599 lbs Determine wind pressure from ASCE 7-10 Chapter 30 Screws OK by Inspection Chapter 30: Wind Loads - Components & Cladding p = q' (GCp - Gcpi) (eq. 30.4-1 or 30,6-1) q - 0.00256 ' Kz ' Kzt ' Kd ' V^2 (eq. 30.3-1) Kz = 0.81 (Table 29.3-1) Kd= 0.85 (Tabfe26.6-1) Kzt = 1 (Section 26.8) V = 110 q = 21.26 psf GCp = -1.4 (From Figure 30.4-1 for h<= 60 ft and from Figure 30.6-1 for h> 60 ft) GCp = +1 P = -29.77 Psf -0 Load Combination: D + 0.6W (Section 2.4.1) a Design Wind Pressure = 0.6W = -97.86 psf 0 Design Wind Pressure = 0.6W = 1 12.76 PSf rn Calculations Member: LETTER REGIONS FOR CANOPY Structure Named: BURGER KING CANOPY - DWG B2101371 A QUI I HIM SIV-dd ALRL P • Date: 10/5/2018 Sheet: Job No: 18-0701 Designer: JLA Page 7 of 186 �x ASAI Ipp1c `$ 91v dd it G�'+i'(dd AFRL RLRG Page 7 of 186 IS SEISMIC FORCE FOR COMPONENTS Per IBC 2015 and ASCE 7-10 Specifications For Architectural Components Job Name: BURGER KING I Su!�eCt: JEQ /WIND SHEAR COMPARISON Job Number: 1 18-0701 FLAME GRILLING LETTERS 1 Originator: 1 J. Atwood Occupancy Category = II Soil Site Class = D Location Zip Code = Spectral Accel., Ss = _98003 1.282 Spectral Accel., S1 = 0.493 Average Roof Height, h = 14.580 Height of attachment, z = 11.830 Importance Factor, Ip = 1.00 Component Weight, Wp = 126.00 Component Type = 10a Fa = 1.000 Fv = 1.507 SMS = SM1 = SDS = SD1 = ismic Design Category: Category(for SDS) =D Category(for SD1) = _ D Use Category = _ D and ornamentations SMS = Fa*SS SM1 = Fv*S1 S Tor Short anc SDS = 2*SMs/3 SD1 = 2*SM1/3 Most critical of either category case above controls Amplification Factor and Res onse Modification Coefficient: Amplification Factor, ap = 2.50 Resp. Mod. Coef., Rp = 2.50 Component Horizontal Seismic Force: (USE FOR BASIC ACCELERATION) Fph = 112.976 Ibs., Fph = (0.4*ap*SDS*Wp)*(1+2*7-/h)/(Rp/Ip) Fph(max) = 172.301 Ibs., Fph = 1.6*SDS*Ip*Wp Fph(min) = 32.306 lbs., Fph = 0.3*SDS*Ip*Wp Use: Fph = 112.976 Ibs. Note: Fph is to be applied independently in both transverse and longitudinal directions relative to seismic restraint. Fpv = 21.538 Ibs., Fpv = 0.2*SDs*Wp 0.7 Fpv = 15.076 < 71.1 Ibs Snow Load OK 0.7 Fph = 79.083 Ibs < 373.2 lbs Wind Shear OK Page 8 of 186 Wind and Snow Calculations: 9.06 ft Drawing: 62101379 Subject: CLEARANCE BAR F = %' G ` Cr " Ag Code: IBC 2015 (eq. 29.4-1) qi = 0.00256 ' K: ` Kt * Kd " Vz (eq. 29.3-1) Ao = Basis: ASCE 7-10 sf Risk Category: 11 Cf = 1.880 INPUT: (Figure 29.4-1) G = 0.850 Wind Data: K� = 0.850 (Table 29.3-1) Speed = 110 mph Exp Cat = C (Table26.6-1) Height = 9.05 feet Snow Data: (Section 26.8) V = 110.00 Ground Snow Load = 15 psf Exp, CQ = 1.00 Temp, Ci = 1.20 0.6 qr = Slope, Cs = 1.00 h = 1.00 OUTPUT: 21.46 lbs Snow Calculations from ASCE 7-10 Chapter 7 Wind Speed 110 mph From ASCE 7-10 Table 26.9-1 Exposure C pm =1s p9 = Z' = 900 pm = 20 I, = 0.00 a= 9.5 Height 9.06 ft Determine wind pressure from ASCE 7-10 Chapter 29 F = %' G ` Cr " Ag (eq. 29.4-1) qi = 0.00256 ' K: ` Kt * Kd " Vz (eq. 29.3-1) Ao = 1.000 sf Cf = 1.880 (Figure 29.4-1) G = 0.850 (Section 26.9.1) K� = 0.850 (Table 29.3-1) Kd = 0.850 (Table26.6-1) Ke = 1.000 (Section 26.8) V = 110.00 mph q, = 22.38 psf 0.6 qr = 13.43 psf FASp = 21.46 lbs Snow Calculations from ASCE 7-10 Chapter 7 pf = 0.7 CQ C, IS P9 = 12.60 psf pm =1s p9 = 15.00 For pg <_ 20 psf pm = 20 I, = 0.00 For pg > 20 psf p, = Cs p, = 12.60 psf Snowd,1 = 15.00 psf Job Number: 18-0701 Date: 101712018 Designer: JLA Sheet: Page 174 of 186 Force Coefficients, Cf ASCE 7-10, Figure 29.4-1 Spreadsheet: ASCE 7-10_16 Figure 29.4-1.xls Version: 3.2 in ut: Output: Sign Dimension, B = 8.00 feet Sign Dimension, s = 0.50 feet Sign Dimension, h = 9.06 feet B / s = 16.000 (Enter into Table below) s / h = 0.055 (Enter into Table below) 0.2 B = 1.600 feet 0.05 h = 0.453 feet Project Number: 18-0701 Date: 10/7/2018 Engr: JLA Sheet: � F _ A s aYt M F _.'._ M �Ir <, wwm s�m,�cc �n • i CROSS-SECTION VIEW F �.s�'7 - / ••�:H .van I. I__ ___• P F. CASE A CASE B CASE C PLAN VIEWS Cf, CASE A& CASE B s/h Aspect Ratio, B/s 0.050 .0.100 0.200 0.500 1.000 :'2.000. 4.000 5.000 10.000-. 16.000 20,000-.= .30.000 '45:00( 1M0 1.800 1.700 1.650 1.550 1.450 1.400 1.350 1.350 1.300 1.300 1.300 1.300 1.300 0.900 1.850 1.750 1.700 1.600 1.550 1.500 1.450 1.450 1.400 1.400 1.400 1.400 1.400 0.700 1.900 1.650 1.750 1.700 1.650 1.600 1.600 1.550 1.550 1.550 1.550 1.550 1.550 0.500 1.950 1.850 1.800 1.750 1.750 1.700 1.700 1.700 1.700 1.700 1.700 1.700 1.750 0,300 1.950 1.900 1.850 1.800 1.800 1.800 1.800 1.800 1.800 1.830 1.850 1.850 1.850 :.0.200 1.950 1.900 1.850 1.800 1.800 1.800 1.800 1,800 1.850 1.880 1.900 1.900 1.950 0.160 1.950 1.900 1.850 1.850 1.800 1.800 1.850 1.850 1.850 r-17-88-0-1 1.900 1.900 1.950 Page 176 of 186 PROJECT# 18-0701 OWNER: BURGER KING October 4, 2018 34819 PACIFIC HIGHWAY S DRAWING # B2101379 FEDERAL WAY, WA 98003 WIND LOAD 21.46 PSF WIND SPEED 110 MPH CLIENT: FEDERAL HEATH SIGN COMPANY # COLUMNS 1 IBC 2015 4605 NORTH AVENUE DESGINER JBL OCEANSIDE, CA SHAPE CENTROID TOTAL CANTILEVER .5 k IMPACT ITEM HEIGHT WIDTH FACTOR HEIGHT AREA FORCE MOMENT MOMENT MOMENT CL. BAR 0.500 8.000 1.000 0.250 4.000 0.086 0.021 COLUMN-CLAD 8.141 0.729 1.000 4.070 5.936 0.213 1.295 BASE COVER 0.417 1.250 1.000 0.208 0.521 0.224 1.442 0.056 4.500 OAH 9,057 COLUMN CALCULATIONS (CODES P=PIPE,0=OTHER,T=TUBE) DESIGN AVAILABLE COLUMN COLUMN COLUMN I" MODULUS REQUIRED FLEXURAL ITEM WIDTH DEPTH WALL COLUMN COLUMN MOMENT STRENGTH UNITY P COLUMN-CLAD 4.000 4.000 0.211 4.5 3.03 4.500 5.30 0.983 BOLT CALCULATIONS BOLT BOLTS/ TENSION/ BOLT ALLOW. ALLOWABLE ITEM MOMENT SPACING PLATE BOLT DIAM. STRESS TENSION BASE PL. 4.500 11.500 ------- 4.000 ------- 2348 -------------- 0.750 19.100 ----____ 8.438 PLATE CALCULATIONS ITEM TENSION/ MOMENT MOMENT PLATE PLATE PLATE MINIMUM BOLT ARM PLATE WIDTH DEPTH THICK THICK. BASE PL. 2.348 6.125 14.380 9.656 14.000 0.750 0.575 ANCHOR BOLT PROJECTION ANCHOR EMBEDMENT ANCHOR BOLT MIN. LENGTH 4.500 6,228 11.000 CAISSON MOMENT 4.500 FT-KIP FORCE 0.500 KIP REFERENCE IBC 1807.3.2 & TABLE 1806.2 ASSUME SOIL CLASS #4 SW, SP, SM, SC, GM & GC LATERAL BEARING PRESSURE - PSFIFT OF DEPTH 150.0 PSFIFT St 450.0 DEPTH 4.500 FT. DIAMETER 2.500 FT. 9.000 FT. 1.040 FT. CALCULATED DEPTH 3.756 FT, MINIMUM THICKNESS WITHOUT REINFORCEMENT 19,069 IN, ACTUAL DIAMETER 30.000 IN. CONCRETE 0.818 CU. YD. Page 176 of 186 Weld Calculations Per: Method of Lines Spreadsheet: Weldsl_2.xls Version: 1.2 Member: BASE PLATE WELD Structure Named: CLEARANCE BAR INPUT VARIABLES: (Units: kip, inch) 'Y 1' 3 _.X._ ?_. d _ t Z i ;Y OUTPUT: Weld Line Properties: Total Area, AW = 12.566 Area, = 6.283 Areay = 6.283 Xleft = 2.000 Xaght = 2.000 Ytop = 2.000 Ybottom = 2.000 Ix = 25.133 Sx-top = 12.566 Sx-bottom = 12.566 ly = 25.133 Sy -left = 12.566 Sy -right = 12.566 lP = 50.265 Diameter, d = Allowable Weld Stress, F, _ Allowable Tension Stress, Ft = Date: 10/7/2018 Sheet: Job No: 18-0701 Designer: JLA 4.00 21.00 22.00 (Base Metal) Fx = 0.00 MX = 54.00 FY = -0.50 My = 0.00 FZ = -0.15 MZ = 0.00 Note: For Simplicity all Stresses are considered additive. Stresses & Results: F./A. = 0.00 M)S, = 4.30 Fy/A,,, _ -0.04 My/Sy = 0.00 F,/Aw = -0.01 MZX/IP = 0.00 Use 1/4" weld top and bottom of plate MZY/IP = 0.00 f', = 4.29 ksi f,2 = 0.04 ksi frs = 3.03 ksi Fillet Weld = 0.29 inches Use 1/4" weld top and bottom of plate Page 177 of 186 Wind and Snow Calculations: 1.850 (Figure 29.4-1) Drawing: 62101380 Subject: ORDER CONFIRMATION UNIT KZ = Code: IBC 2015 (Table 29.3-1) Kd= 0.850 Basis: ASCE 7-10 (Table26.6-1) Risk Category: II 1.000 INPUT: V = 110.00 mph Wind Data: 22.38 psf Downward wind Load on Canopy 0.6 qz = Speed = 110 mph Exp Cat = C F,so = Height = 9.768 feet Snow Data: Snow Calculations from ASCE 7-10 Chapter 7 Ground Snow Load = 15 psf Exp, Co = 1.00 Temp, C, = 1.20 15.00 For pg <_ 20 psf Slope, Cs = 1.00 Is = 1.00 OUTPUT: Ps = Cs Pi = 12.60 psf Wind Speed 110 mph From ASCE 7-10 Table 26.9-1 Exposure C Zy = 900 a= 9.5 Height 9.768 ft Determine wind pressure from ASCE 7-10 Chapter 29 F = q, " G " Ci' Ag (eq. 29.4-1) q, = 0.00256 ' K, ' K_, ' Kd ' VZ (eq. 29.3-1) Ag = 1.000 sf C,= 1.850 (Figure 29.4-1) G = 0.850 (Section 26.9.1) KZ = 0.850 (Table 29.3-1) Kd= 0.850 (Table26.6-1) K�, = 1.000 (Section 26.8) V = 110.00 mph qz = 22.38 psf Downward wind Load on Canopy 0.6 qz = 13.43 psf P = 13.43 - 0.85 • 1.2 = 13.70 psf F,so = 21.12 lbs Snow Calculations from ASCE 7-10 Chapter 7 p,=0.7Ce C, Is Pg= 12.60 psf pm =1s Pg = 15.00 For pg <_ 20 psf pm = 20 Is = 0.00 For pg > 20 psf Ps = Cs Pi = 12.60 psf Snowd.s = 15.00 psf Job Number: 18-0701 Date: 1017/2018 Designer: JLA Sheet: Page 178 of 186 Force Coefficients, Cf ASCE 7-10, Figure 29.4-1 Spreadsheet: ASCE 7-10_16 Figure 29.4-1.xls Version: 3.2 Input: Sign Dimension, B = 5.98 feet Sign Dimension, s = 0.94 feet Sign Dimension, h = 9.77 feet Output. B / s = 6.340 (Enter into Table below) s / h = 0.097 (Enter into Table below) 0.2 B = 1.196 feet 0.05 h = 0.488 feet ........................................... Project Number: 18-0701 Date: 10/7/2018 Engr: JLA Sheet: s2 F _ _. n tR M FSS M CROSS-SECTION VIEW 1 o� wu F 1.2 F o_a tivec F . i �.. L._ F F CASE A CASE B CASE C PLAN VIEWS Cf, CASE A& CASE B s/h As ect Ratio, B/s 0.050 0.100-: 0.200 0.500 1.000 2.000 .4.000 5.000 6.340 10.000 820.000. ..30.000 45.00C 1.000 1.800 1.700 1.650 1550 1.450 1.400 1.350 1.350 1,337 1.300 1.300 1.300 1.300 0.900 1.850 1.750 1.700 1.600 1.550 1.500 1.450 1.450 1,437 1.400 1.400 1.400 1.400 0.700 1.900 1.850 1.750 1.700 1.650 1.600 1.600 1.550 1.550 1.550 1.550 1.550 1.550 0.500 1.950 1,650 1.800 1.750 1.750 1.700 1.700 1.700 1.700 1.700 1.700 1.700 1.750 0.300 1.950 1.900 1.850 1.800 1.800 1.800 1.800 1.800 1.800 1.800 1.850 1.850 1.650 0.200 1.950 1.900 1.850 1.800 1.800 1.800 1.800 1.800 1.813 1.850 1.900 1.900 1.950 0.160 1.950 1.900 1.850 1.850 1.800 1.800 1,850 1.850 r-78-5-07 1.850 1.900 1.900 1.950 COLUMN CALCULATIONS (CODES P=PIPE.0=0THER,T=TUBE) PROJECT # 1M701 OWNER: BURGER KING box MODULUS October 4, 2018 FLEXURAL ITEM WIDTH DEPTH WALL COLUMN 34819 PACIFIC HIGHWAYS MOMENT STRENGTH DRAWING # B2101380 7.56 6.859 FEDERAL WAY, WA 98003 BOLT CALCULATIONS ................. WIND LOAD 21.12 PSF BOLT BOLTS/ TENSION/ BOLT ALLOW. WIND SPEED 110 MPH CLIENT: FEDERAL HEATH SIGN COMPANY TENSION ------- BASE PL. 6.859 8.000 4.000 # COLUMNS 1 IBC 2015 -'------ 15.001 4605 NORTH AVENUE ENGINEER JBL ITEM TENSION/ MOMENT MOMENT PLATE OCEANSIDE, CA PLATE MINIMUM BOLT ARM PLATE WIDTH SHAPE CENTROID TOTAL CANTILEVER ITEM HEIGHT WIDTH FACTOR HEIGHT AREA FORCE MOMENT DL+Roof WL MOMENT CANOPY 0.943 5.979 1.000 0.471 5.637 0.119 0.056 2.449 CLADDING 8.826 2.833 1.000 4.413 25.006 0.647 3.437 OAH 9.768 FORCE 0.647 DL+.75(S-M MOMENT REFERENCE IBC 1807.3.2 & TABLE 1806.2 3.422 COLUMN CALCULATIONS (CODES P=PIPE.0=0THER,T=TUBE) UNITY 0.433 Page 180 of 186 DESIGN AVAILABLE COLUMN COLUMN COLUMN box MODULUS REQUIRED FLEXURAL ITEM WIDTH DEPTH WALL COLUMN COLUMN MOMENT STRENGTH P CLADDING 5.000 5.000 0.349 13.9 7.56 6.859 15.85 BOLT CALCULATIONS ................. BOLT BOLTS/ TENSION/ BOLT ALLOW. ALLOWABLE ITEM MOMENT SPACING PLATE BOLT DIAM. STRESS TENSION ------- BASE PL. 6.859 8.000 4.000 ------- 5,144 ------- 1.000 -'----- 19.100 -'------ 15.001 PLATE CALCULATIONS .................. ITEM TENSION/ MOMENT MOMENT PLATE PLATE PLATE MINIMUM BOLT ARM PLATE WIDTH DEPTH THICK. THICK. BASE PL. 5.144 3.156 16.237 8.156 12.000 1,000 0.665 ANCHOR BOLT PROJECTION ANCHOR EMBEDMENT ANCHOR BOLT MIN. LENGTH 5.000 10.234 16.000 CAISSON MOMENT 6.859 FT -KIP FORCE 0.647 KIP REFERENCE IBC 1807.3.2 & TABLE 1806.2 ASSUME SOIL CLASS #4 SW, SP, SM, SC, GM & GC LATERAL BEARING PRESSURE - PSFlFT OF DEPTH 150.0 PSF/Ff S 1 550.0 DEPTH 5.500 FT. DIAMETER 2,500 FT. 10.599 FT. 1.101 FT. CALCULATED DEPTH 4.160 FT, MINIMUM THICKNESS WITHOUT REINFORCEMENT 21.643 IN. ACTUAL DIAMETER 30.000 IN. CONCRETE 1.000 CU. YD. UNITY 0.433 Page 180 of 186 Weld Calculations Per: Method of Lines Spreadsheet: Welds1_2.xls Version: 1.2 Member: BASE PLATE WELD Structure Named: ORDER CONFIRMATION UNIT INPUT VARIABLES: (Units: kip, inch) 'Y 3 1' X. _._�_._. K. d t Z t ;Y OUTPUT: Weld Line Properties: Total Area, A, = 15.708 Area, = 7.854 Areay = 7.854 Xteft = 2.500 Xdght - 2.500 Ytop = 2.500 Ybottom = 2.500 lx= 49.087 Sx_top = 19.635 Sx-bottom = 19.635 ly = 49.087 Sy -left = 19.635 Sy_dght = 19.635 IP = 98.175 Diameter, d = Allowable Weld Stress, F, = Allowable Tension Stress, Ft = Date: 10/7/2018 Sheet: Job No: 18-0701 Designer: JLA 5.00 21.00 22.00 (Base Metal) Fx = 0.00 MX = 82.31 FY = -0.65 my = 0.00 FZ = -0.44 MZ = 0.00 Note: For Simplicity all Stresses are considered additive. Stresses & Results Fx/AH, = 0.00 MX/Sx = 4.19 Fy/AH, = -0.04 My/Sy = 0.00 F7/A. = -0.03 MZX/IP = 0.00 MZY/IP = 0.00 f', = 4.16 ksi frz = 0.05 ksi fra = 2.94 ksi Fillet Weld = 0.28 inches Use 5/16" weld top and bottom of plate Page 181 of 186 10/5/2018 ATC Hazards by Location ® This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. U-1c Hazards by Location 'Search Information Coordinates: 47.2893664, -122.3186633 ' Timestamp: 2018-10-05T1 9:33:47.735Z Hazard Type: Wind Map Results ` _.. laamomp Eta, Auburn Gird Ru^tcn Frankhr. }y r } ® Algona Cumberland Lokelard Sau:h ... •:,� e Pacific Tacoma —' Newaukum ,t-esity Firerest Fife - Lake Tapps Habash Krain ac:e (_01 Q i' r _ North (sea �= Waller P-ryallup Sumner [rumdaw _ Osceola �}�--' Goo= le Lipper Mill 9 Puyallup Map � Report d Indp error Text Results ASCE 7-16 MRI 25 -Year 74 n,ph MRI 50 -Year 78 rnph MRI 100 -Year 83 mph Risk Category 1 92 mph Risk Category II 98 mph Risk Category III 105 mph Risk Category IV 109 mph ASC -E-7-10 MRI 10 -Year 72 mph MRI 25 -Year 79 mph MRI 50 -Year 85 mph MRI 100 -Year 91 mPl, Risk Category 1 100 mph Risk Category II 110 mph Risk Category III-IV 115 mph Page 182 of 186 https://hazards.atcouncii.org/#/wind?lat=47.2893664&Ing=-122.3186633&address= 1/2 10/5/2018 ASCE 7-05 ASCE 7-05 Wind Speed ATC Hazards by Location 85 mpin The results indicated here DO NOT reflect any state at -local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtainer/ from this toot with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Page 183 of 186 https:/Ihazards.atcouncil.org/#/wind?lat=47.2893664&Ing=-122.3186633&address= 2/2 10/5/2018 ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback, TC Hazards by Location Search Information Coordinates: Timestamp: Hazard Type: Map Results Gofa.ale Text Results ASCE-7-1-6 47.2893664, -122.3186633 2018-10-05T19:34:11.780Z Snow tllymIMA.; IY�iI,lUftQi PVtYyt National Park'r rc _ Redmond =rI O Suttle Lf:.34k :i.4i�i>•'.'i? r Olympic 267 ft National Forestf „ int :4 _r. �cch��• .clan more; Olvmpl;a (:i'tt:l A aAf3�;Y;i.*nri � E:.IM15buty •1:estppt* Mt Raint?r i^rY. National Park ;,V, Map. ReP;ra"np etrnr ;round Snow Load L No datF he Elevation. of 267feet exceeds then Maximum elevation of 85 feet beyond the acce.pable error of ' Sr0 feel in the quidance for crcurd ASCE _7-10 Ground Snow Load A 15 Iblsgtt The reported ground snow load applies at the query location of 267 feet up to a maximum elevation of 400 feat. ASCE 7-05 Ground Snow Load A 15 Ibtsgft !he reported ground snov.,load applies at the query location of 267 feet tip to a maximum elevation e` The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adeptiar. process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Page 184 of 186 https://hazards.atcouncil.org/#/snow?lat=47.2893664&Ing=-122.3186633&address= 1/1 10)7/2018 ATC Hazards by Location ® This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. 8TC Hazards by Location Search Information Coordinates: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: Report Title: flape ul s 47.2893664,-122.3186633 2018-10-07T17:38:32.426Z Seismic ASCE?-10 D 18-0701 Maury Island Kent t,Aap?e Valley Seifeck Covin,�ten Kangley Ravensdale r rrbor xar Ped Way Auburn Bfack J Ruston Oiamand Cumberland Lerrolo wit t=er Tacoma mverorty Frfe K.ratn Place) ,e, b Sonnet Enumclaw 'Lester Lakewood Puyallupaonney take arkland fs`z, +5r Ctoocle f Buckley Pta_a Ur�irin Prdrtr Map pepori a map error MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.20 0.80 1.00 i 0.80 \ 0.60 0.60 �\ 0.40 0.40 \� 0.20 0.20 _ 0.00 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 0.0 1.0 2.0 3.0 4.0 5. Text Results Basic Parameters Name Value Description SS 1.282 MCER ground motion (period=0.2s) S1 0.493 MCER ground motion (period=l.Os) SMs 1.282 Site -modified spectral acceleration value SMI 0.743 Site -modified spectral acceleration value SDs 0.855 Numeric seismic design value at 0.2s SA SD1 0.495 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC D Seismic design category https://h aza rds.atcou n cil.org/#/se i s mic?lat=47.2893664& I ng= -122.3186633 Page 185 of 186 1/2 10;7/2018 ATC Hazards by Location Fa 1 Site amplification factor at 0.2s Fv 1.507 Site amplification factor at 1.0s PGA 0.5 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.5 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.282 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.289 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1 RT 0.493 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.514 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.5 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this too[ with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the United States Geological Survey Seismic Design Web Services While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Page 186 of 186 https://hazards.atcouncii.org/#/seismic?lat=47.2893664&Ing=-122.3186633 2/2 ELEVATION & MOUNTING LOCATIONS General Notes: 1. Design is based on a 110 mph, 3 second gust wind design per IBC 2015, Category II, Exposure C 15 psf Ground Snow Load, Components and Cladding, Zone 5. Seismic Design Category D. 2. No additional wind catching surfaces are added to the supporting wall structure. The customer's building engineer is to determine the adequacy of the supporting wall structure. 3. Cabinet design is by others. Electrical design is by others. 4. Maximum tension per fastener: 105 Lbs. Maximum shear per fastener: 39 Lbs. 5. All fasteners shall be zinc coated to prevent corrosion. 6. All penetrations shall be sealed to prevent water penetration. NICHIHA rt'him C, YP. TYPICAL SECTION 7. LINK Engineering will not be responsible for the safety on this job site before, during or after installation of this structure. It is the responsibility of the owners, contractors and installers to ensure that the installation and erection of this structure is performed using methods that are in full compliance with OSHA regulations. 8. 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 entirety. 9. The structure designed on this drawing is intended to be installed at the address shown and should not be used at any other location. PLYWOOD SHEATHING WALL STUD 16" O.C. iA PAN I I I I I I I I IVIV VIV IIIVV VLIl11L GAU yy IJVV BLOCKING WALL STUD 16" O.C. 3/8" DIA. LAG BOLT THREADS SHALL FULL ENGAGE & PASS THROUGH PLYWOOD SHEATHING TYP. WALL CONSTRUCTION DEPICTED IS AS REPORTED BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM WHAT IS SHOWN, INSTALLER SHALL CONTACT FEDERAL HEATH FOR DIRECTION. —9- — pm. romma m .4 on ce w papery *—A,4 t1C ceded W-M-dy Ma papa U., a tt z m vim. fur my pp— othw thm ttte kd eA d apokeSm did be d eM.A th. erM- —td LW h4 LLG DW— d I'. 10-5m o.k d rRhh .'Khoo! m t of ons. Y a Vkkbm LNA J Cb ,3OWAS H��0 h O' > 39681`, �� < O� RFGISTER�� SS�ON Al -ENG EXPIRES 02/05/2 20 BURGER KING 34819 PACIFIC HIGHWAYS FEDERAL WAY, WA 98003 rimC�4Cz] 23-47498-10 4602 NORTH AVENUE OCEANSIDE, CA 92056 (760) 941-0715 SIGN COMPANY LINK Engi ung, L.L.C. L 135 South David Lane • Knoxville, Tennessee 37922 E EEs� Phone: (865) 539-4001 a Fax: (865) 539-0851 Ijr� w kengr.com SHT. 1 BY: JBPro' L ct Number. 18— OF 1 101370 2 1/2" LETTEF RACEWAI l N N CANOF D RAW l lr DRAWING 82101372 CORNER ELEVAIION & MOUNTING LOCATIONS GRAPHICS DEPICTED ON THIS DRAWING ARE FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT USE THIS DRAWING FOR PRODUCTION ART, REFER TO PRODUCTION ELECTRONIC FILES General Notes: 1. Design is based on a 110 mph, 3 second gust wind design per IBC 2015, Category II, Exposure C. 15 psf Ground Snow Load, Components and Cladding, Zone 5. Seismic Design Category D. 2. Additional wind catching surfaces are added to the supporting wall structure. The customer's building engineer is to determine the adequacy of the supporting wall structure. 3. Letters & raceway design is by others. Electrical design is by other. 4. Support members shall be free from defects. extruded aluminum shapes shall be 6061—T6 alloy. Aluminum sheet shall be 3003-1-114 alloy. Aluminum plate shall be 5052-1-134 alloy. 5. Welds shall be made with E70xx electrodes for steel and with a 4000 series filler for aluminum by persons qualified in accordance with AWS standards within the past two years. 6. All fasteners shall be zinc coated to prevent corrosion. 7. All penetrations shall be sealed to prevent water penetration. 8. LINK Engineering will not be responsible for the safety on this job site before, during or after installation of this structure. It is the responsibility of the owners, contractors and installers to ensure that the installation and erection of this structure is performed using methods that are in full compliance with OSHA regulations. 9. 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 entirety. 10.. The structure designed on this drawing is intended to be installed at the address shown and should not be used at any other location. 1/16- 1/4" /16• 1/8" DIA. HOLE 1/4" THICK ALUM. GUSSET 3/16" 3 16" �P' MOUNTING BRACKET DETAILS �. � �,. � � �. � Q. m..d. prq�any a or pew fa my N➢�tAm tAe Maid�ed �cgplkatlon �tdtMea ed �INM er wittei mment of ttdC Fn¢»afi� LLC �fdoar� b tM hfmmlim erlo�ed rRlik� rltlwut cmmt of o.ner. Y a ddatlm Wh)d Wpwty"WrwtbeU�t4 EXPIRES 02/05/2020 1/4" THICK ALUM. FORMED BRACKET -4749.$-10 BURGER KING 34819 PACIFIC HIGHWAYS OCT 10 Z018 FEDERAL WAY, WA 98003 �� • VI I T Ur7r-rC—u��l - -�I �� a W46 -Ft AVENUE''_N ��jvl OCEANSIDE, CA 92056 �I nn �I (760) 941-0715 SIGN COMPANY LINK Engineering, L.L.C. Z 135 South David Lane • Knoxville. Tennessee 37922 E EEA Phone: (865) 539-4001 • Fax: (865) 539-0851 Online: www.linkengr.com SHT. 1 BY. JBL Project Number. 18-0701 OF1 DATE: 10/08/18 Drawing 2101371 GRADE I �1'-0 1/2" —2"x6"x1 /8" ALUM. TUBE SWIVEL JOINT (DESIGN BY OTHERS) 3.500" O.D.xO.216" STEEL PIPE 8 3/4" 1 O I G7 4.000" O.D.0.226" STEEL PIPE 3/4" DIA.x3O" LONG ANCHOR BOLT 11 F2" CLEAR; TYP. ELEVATION A COATING BARF BETWEEN I TO PREVENT I ROADWAY OVER TURN —1 f-2" 11 1/2"/14"X14"x3/4" STEEL PLATE O 7/8" DIA. HOLE, TYP. 4.000" O.D.xO.226" OE STEEL PIPE 4.125" DIA. HOLE 1/4" O O 1 /4" BASE PLATE DETAIL A. ° d . d n ° •° d 3" STIRRUP a . i �• d ° �' HOOK, TYP. A SECTION ® CAISSON INSTALLATION ADDRESS: na BURGER KING 34819 PACIFIC HIGHWAYS FEDERAL WAY, WA 98003 CLIENT: Client Job Number. 23-47498-10 OCT 10 2018 TDEVELOPMENT TVEUE F4 N1*219N OCEANSIDE, CA 92056 (760) 941-0715 SIGN COMPANY LINK Engineering, L.L.C. 135 South David Lane • Knoxville, Tennessee 37922 EEa Phone: (865) 539-4001• Fax: (865) 539-0851 Online: www.linkengr.com SHT. BY: Project Number. 1 JBL 18-0701 EXPIRES 02/05/2020 OF2 DATE: 10/08/18 Drawing Number 9 �//W �\��\\� (6) #4 BARS ON A 16" PATTERN WITH (6) #3 STIRRUPS ON 4" CENTERS FOR ° 8 8 g TOP 24" AND 17" CENTERS THEREAFTER. ° g DO NOT WELD REBAR. 0.82 CU. YDS. OF — CONCRETE REQ'D CLEAR; TYP. LYI-2'-6" ° DIA.—J ELEVATION A COATING BARF BETWEEN I TO PREVENT I ROADWAY OVER TURN —1 f-2" 11 1/2"/14"X14"x3/4" STEEL PLATE O 7/8" DIA. HOLE, TYP. 4.000" O.D.xO.226" OE STEEL PIPE 4.125" DIA. HOLE 1/4" O O 1 /4" BASE PLATE DETAIL A. ° d . d n ° •° d 3" STIRRUP a . i �• d ° �' HOOK, TYP. A SECTION ® CAISSON INSTALLATION ADDRESS: na BURGER KING 34819 PACIFIC HIGHWAYS FEDERAL WAY, WA 98003 CLIENT: Client Job Number. 23-47498-10 OCT 10 2018 TDEVELOPMENT TVEUE F4 N1*219N OCEANSIDE, CA 92056 (760) 941-0715 SIGN COMPANY LINK Engineering, L.L.C. 135 South David Lane • Knoxville, Tennessee 37922 EEa Phone: (865) 539-4001• Fax: (865) 539-0851 Online: www.linkengr.com SHT. BY: Project Number. 1 JBL 18-0701 EXPIRES 02/05/2020 OF2 DATE: 10/08/18 Drawing Number 9 General Notes: 1. Design is based on a 110 mph, 3 second gust wind design per IBC 2015, Category II, Exposure C. 15 psf Ground Snow Load, Components and Cladding, Zone 5. Seismic Design Category D. 2. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not adversely affected by a 1/2" motion at grade are permitted to be designed using twice the tabulated value of the corresponding soil class. 3. A soil report was not provided. Foundation analysis assumes Soil Classification 4. Allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact FEDERAL HEATH SIGN COMPANY. 4. Foundation shall not be placed at the top of, or on the side of a slope exceeding 3:1, or adjacent to a fill slope unless re—evaluated by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3000 psi. 6. Steel reinforcing bars shall conform to ASTM A615, Grade 60 with deformations in accordance with ASTM A305. Welding of reinforcing bars is prohibited. 7. All voids between column base plate and foundation surface shall be completely filled with high—strength, non—shrink grout. 8. Anchor bolts shall meet ASTM A36 steel. Exposed surfaces shall be galvanized or coated to prevent corrosion. 9. All support members shall be free from defects. Steel tube shall meet ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel Pipe up to 24 inch O.D. shall meet ASTM A53 Grade B with a minimum yield strength of 35000 psi. Steel angle, channel and plate shall meet ASTM A36. Aluminum tube shall be 6061—T6 alloy. Aluminum plates shall be 5052—H34 alloy. Aluminum sheet shall be 3003—H14 alloy. 10. Steel welds shall be made with E70xx electrodes. Aluminum welds shall be made with 4000 series filler. All welds shall be made by persons qualified in accordance with AWS standards within the past two years. 11. All structural bolts shall conform to ASTM A325, and be zinc coated unless noted otherwise. When used with structural bolts, heavy hex nuts shall conform to ASTM A563, and washers shall conform to ASTM F436. Pretension all high strength bolts using the Turn—of—Nut method unless noted otherwise. 12. The scope of this engineer does not include onsite observations. 13. LINK Engineering will not be responsible for the safety on this job site before, during or after installation of this structure. It is the responsibility of the owners, contractors and installers to ensure that the installation and erection of 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 entirety. 15. The structure designed on this drawing is intended to be installed at the address shown and should not be used at any other location. 3/4" HEAVY dEX NUT 3/4" DIA.x30" LONG ANCHOR BOLT 3/4" HEAVY HEX NUT HARDENED WASHER ANCHOR BOLT DETAIL 3/4" DIA.x3O" LONG ANCHOR BOLT II dq d L n _ ANCHOR BOLT PROJECTION DETAIL 14"x 14"x3/4" STEEL PLATE HIGH STRENGTH, NON—SHRINK GROUT Fiy —h% LLt �eatnd Redim1Y fQ the nolad pm)w . U. d 5— ,. o< pon. wr mY ww« dhc thon e,e ntendea �gtf�bn ,ha be -AM. rtthaut 1M nWm anaent d UdC Enplwtp LLG Dfdo�n of 4 the hkr—bcn e k d Ohh .tet amort d o , h o M.U. �.\foo WASH�O �cb -0 o , 39681 <t Off, REGISTER�O FSS/ONM- EXPIRES 02 / 05 2020 BURGER KING 34819 PACIFIC HIGHWAYS FEDERAL WAY, WA 98003 � PH. I I I R L SIGN COMPANY Client Job Number. OCT 10 2018 COMMUNITY DEVE_\` 4602 NORTH AVENUE OCEANSIDE, CA 92056 (760) 941-0715 10 LINK Engineering, L.L.C. 135 South David Lane • Knoxville, Tennessee 37922 E EEA Phone: (865) 539-4001 • Fax: (865) 539-0851 Online: www.linkengr.com SHT. 2 BY: JBL Project Number. 18-0701 OF 2 DATE: 10/08/18 I 101379 Drawing 2 umber. GRADE OVER TURN f: r-� rn I I OP SWIVEL JOINT (DESIGN BY OTHERS) 5.000" O.D.xO.375" ROUND HSS 1 " DIA.x36" LONG ANCHOR BOLT LO I L} 2" CLEAR; TYP. F 71 ELEVATION (6) #5 BARS ON A 21" PATTERN WITH (4) #3 STIRRUPS ON 4" CENTERS FOR TOP 24" AND 12" CENTERS THEREAFTER. DO NOT WELD REBAR. 1.0 CU. YDS. OF CONCRETE REQ'D " CLEAR; TYP. CANOPY DECK (DESIGN BY 01 A COATING BARRIER SHAL BETWEEN DISSIMILAR TO PREVENT CORROSIVI I 1'-0" g" 12"x12"x1" STEEL PLATE y-1.125" DIA. HOLE, TYP. Q ---5.000" O.D.xO.375" ROUND HSS 5.125" DIA. HOLE Q Q 5/16" 5/16" BASE PLATE DETAIL ° d °° •0 .61 .�•• ° . •d• ° .a 4 .a '• " a SECTION ® CAISSON 3" STIRRUP HOOK, TYP. Client Job Number. i23-47498-10 NSTALLATION ADDRESS: KING 34819 RPACIFIC HIGHWAYS OCT 10 2018 FEDERAL WAY, WA 98003 FEDERAL WAY CLIENT: �MwUNITY D 4602 NORTH AVENUE N�4(vl OCEANSIDE, CA 92056 L� (760) 941-0715 SIGN COMPANY LINK Engineering, L.L.C. 135 South David Lane • Knoxville, Tennessee 37922 E EEai Phone: (865) 539-4001 • Fax: (865) 539-0851 Online: www.linkengr.com SHT. 1 BY:JBL Project Number. 18-0701 OF2 DATE: 1 0/08/1 8 Drawing 2101380 General Notes: 1. ' Design is based on a 110 mph, 3 second gust wind design per IBC 2015, Category II, Exposure C. 15 psf Ground Snow Load, Components and Cladding, Zone 5. Seismic Design Category D. 2. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not adversely affected by a 1/2" motion at grade are permitted to be designed using twice the tabulated value of the corresponding soil class. 3. A soil report was not provided. Foundation analysis assumes Soil Classification 4. Allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact FEDERAL HEATH SIGN COMPANY. 4. Foundation shall not be placed at the top of, or on the side of a slope exceeding 3:1, or adjacent to a fill slope unless re—evaluated by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3000 psi. 6. Steel reinforcing bars shall conform to ASTM A615, Grade 60 with deformations in accordance with ASTM A305. Welding of reinforcing bars is prohibited. 7. All voids between column base plate and foundation surface shall be completely filled with high—strength, non—shrink grout. 8. Anchor bolts shall meet ASTM A36 steel. Exposed surfaces shall be galvanized or coated to prevent corrosion. 9. All support members shall be free from defects. Steel tube shall meet ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel Pipe up to 24 inch O.D. shall meet ASTM A53 Grade B with a minimum yield strength of 35000 psi. Steel angle, channel and plate shall meet ASTM A36. Aluminum tube shall be 6061—T6 alloy. Aluminum plates shall be 5052—H34 alloy. Aluminum sheet shall be 3003—H14 alloy. 10. Steel welds shall be made with E70xx electrodes. Aluminum welds shall be made with 4000 series filler. All welds shall be made by persons qualified in accordance with AWS standards within the past two years. 11. All structural bolts shall conform to ASTM A325, and be zinc coated unless noted otherwise. When used with structural bolts, heavy hex nuts shall conform to ASTM A563, and washers shall conform to ASTM F436. Pretension all high strength bolts using the Turn—of—Nut method unless noted otherwise. 12. The scope of this engineer does not include onsite observations. 13. LINK Engineering will not be responsible for the safety on this job site before, during or after installation of this structure. It is the responsibility of the owners, contractors and installers to ensure that the installation and erection of 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 entirety. 15. The structure designed on this drawing is intended to be installed at the address shown and should not be used at any other location. 1 " HEAVY fEX NUT 1 " DIA.x36" LONG ANCHOR BOLT 1 " H EAVY HEX NUT HARDENED WASHER ANCHOR BOLT DETAIL 1 " DIA.x36" LONG ANCHOR BOLT ANCHOR BOLT PROJECTION DETAIL 12"x 12"x 1 " STEEL PLATE HIGH STRENGTH, NON—SHRINK GROUT tL"➢GIC�.r gNtwai t.LCa meted y�.t my t p�y�t�e, d n,e.e� INSTALLATION ADDRESS: °�' °th dN y"`°°'°°'tIUWEr +�o .D6d-.a BURGER KING 6.1ppr.hUl.d pk,. tfw y ptl p oo 0 d LIdC my a tm hf —Um r.1—d wM*% wft � t m t of o.ns, Y a Ndatim ar Mew.'d".ty ad .M not b. tdaat.d. 1 34819 PACIFIC HIGHWAY S FEDERAL WAY, WA 98003 CLIENT: NON M/r,yn SIGN COMPANY If .:213x41? -610 OCT 10 2018 CITY OF FEDERAL WAY E 4602 NORTH AVENUE OCEANSIDE, CA 92056 (760) 941-0715 LINK Engineering, L.L.C. L 135 South David Lane • Knoxville, Tennessee 37922 Phone: (865) 539-4001 • Fax: (865) 539-0851 Online: www.linkengr.com 2 BY: JBL Project Number. 18-0701 2 DATE: 10/08/18 Drawing 2 01380 umber.