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19-103702 ,, `-r Sign City of Federal Way Permit #:19-103702-00-SG Community Development Dept. 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax:(253)835-2609 Project Name: JACKSONS#636 Project Address: 1520 S 348TH ST Parcel Number: 889700 0115 Project Description: Relocating the existing monument sign due to site changes during construction.This permit is for the foundation,location,and the landscaping only.See permit#19-102415 for sign size. Owner Applicant Contractor JACK DAVISPACWEST ENERGY LLC PAT HOPPERBARGHAUSEN YESCO LLC(EL 04) 3450 COMMERCIAL PKWY CT CONSULTING ENGINEERS,INC. YESCOL*900LP(6/17/20) MERIDIAN ID 83642 18215 72ND AVE S KENT WA 98032 2401 FOOTHILL DR SALT LAKE CITY UT 84125 Free Standing Sign Information Reg.# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Landscape Faces (Ft.) I Width(Ft.) Height(Ft.) (Ft.) Height(Ft.) Area(Sq Ft.) Sign A N/A Monument Yes 1 3.00 4.00 10.00 12.00 2.00 187.00 Additional Permit Information Comprehensive Plan Designation Commercial Enterprise Zoning Designation CE PERMIT EXPIRES Tuesday,25 February,2020 Permit Issued on Thursday,August 29,2019 I hereby certify that the above i• •rmation is correct and that the construction on the above described property and the occupancy and s - use will be in accordance with the laws, rules and regulations of the State of Washington -nd tr- i of Federal Way. 009 Owner or agent: Date: 1 ` THIS CARD IS TO REMAIN ON-SI71E ' CT/OF Construction Inspection Record Federal Way INSPECTION REQUESTS:(253)835-3050 PERMIT#: 19 103702 00 Address: 1520 S 348TH ST Project: JACK DAVIS FEDERAL WAY WA 98003-6844 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) ® Final-Electrical(4055) ® Final-Sign(4085) Approved to place concrete _ Approved Approved 19 By �� Date ��yL �p By Date By ��� Date���/� ^I I ® Attachment(4010) Approved By Date • • El Rough Electrical El Final ElectricalElRight of Way Approved Approved Approved By Date By Date By Date RECEIVED ` 2019 CITY OF m...--- AuS 01 SIGN PERMIT Federal WayCITY OF FEDERAL WAY APPLICATION COMMUNITY DEVELOPMENT PERMIT NUBER_I I _ V ✓ 3 1� M € ---- 60 TARGET DATE g/24111 SITE ADDRESS 15AO 6. 3 ,6 ill. 1 BUSINESS NAME ON SIGN `+ " ASSESSOR'S TAX PARCEL# e H 9 7 D D - D ( ( 5 ZONING DESIGNATION C ELECTRICAL INCLUDED(Attaching to existing J-box) ?'/�[.� PROJECT VALUE $ 9 O O C! DETAILED PROJECT DESCRIPTION TetetATL e / J_ - eXis'-1;1I w10Aurnr e4 Sig-4 d C 4- 0 SI ..e.. e17Q4yes Chi-r,n1 (►12n4, ud-r o4. 5e.9.l i'e-rQse eye - 5ee perm eJRm9ee 19-102415-o0- 66 . SIGN OWNER: NAME PRIMARY PHONE ?AC Lt)es+ aAce a, LLC (;2O ) 888 -95;08 MAILING ADDRESSFAX NUMBER 34 So E L'.,mmru e .r.1 C'{ ( ) - CITY., � i STATE ZIP CODE E-MAIL ADDRESS /"er+diah , 83(09 Z CONTRACTOR: HAM OFFICE PHONE e6eo LLC. ( 08) 433 -3(01 MAt NG ADDRESS CELL PHONE -4 l4 E 4( ' (206 )908 -b847 CITY STATE ZIP CODE E-MAIL ADDRESS 1S015e 'D e571 <mmdtc(,/ie5eo. COM WA ATE CONTRACTORS LICENSE: EXPIRATION DATE: FEDERAL WAY BUSIddESS LICENSE: eseoL. rfE' goo LP G-iZ-�a APPLICANT NAME (( PRIMARY PHONE -04.0.4. I I Ifl1 (206) 908 -9847 MAILING ADDRESS FAX NUMBER 41 til 4( ) ( ) - C%coSTATE ZIP CODE E-MAIL ADDRESS rs'e. La 037 4 'CerntMe.IQ yeseo float PROJECT NAME I PRIMARY PHONE ADDRESS: T CONTACT J 'l(L l'�I WIW1e- (2(�)908 -SG$7 E-MAILrb KKN1N1eI& /esed. um I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorized by the owner of the above premises to perform the work for which the permit application is made. SIGNATURE !L Gadd. LA DATE: 7-2 5— I' PRINT NAME —7)144J id. ill;NIM'e-' PERMIT CENTER+33325 8TH AVENUE SOUTH+FEDERAL WAY,WA 98003-6325+253-835-2607+FAX:253-835-2609+permttcenten&cdyoffederatway.com • PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN FREE STANDING SIGNS SIGN TYPE SIGN AREA ILLUMINATED? LANDSCAPING TOTAL BASE (Monument,Pedestal,Pole) (#ofaces x 2) (square feet) HEIGHT HEIGHT A /1244amen 48.93- 97 84 Ci,eg 619 sf /g .2'4" B // (sign area only) C SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY(LINEAR FEET): BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA ILLUMINATED? BUILDING ELEVATION EXPOSED (Cabinet,Channel Letter,Awning,etc.) (N,S,E,W) BUILDING FACE A B C D E LARGEST EXPOSED BUILDING FACE(SQUARE FEET): EXEMPT SIGNS SIGN TYPE SIGN AREA SIGN HEIGHT NUMBER OF (Directional,Instructional,tenant panel,etc.) SIGNS E-1 E-2 E-3 E-4 E-5 Bulletin#102-May 3,2016 Page 2 of 3 k:/Handouts/Sign Permit Application SIGN PERMIT SUBMITTAL CHECKLIST APPLICATIONS WILL NOT BE ACCEPTED AT THE COUNTER UNLESS ALL REQUIRED INFORMATION IS PROVIDED SUBMITTAL REQUIREMENTS FOR ALL SIGN PERMITS a COMPLETED PERMIT APPLICATION ❑ APPLICATION FEESC`�-� 4 t o Two(2)COMPLETE SETS OF PLANS(ASSEMBLED AND STAPLED INTO SETS) I I&C.,,,t(fL00 j5 .3 1 LA k 'C S a MINIMUM PLAN SIZE -11"X 17" o PLANS DRAWN TO SCALE AND SCALE PROVIDED ❑ SITE PLAN: • ZAWRA jk it*5,tk ❑ Scale (1" =20') o Location of ALL proposed signs,including refaces o North arrow o Each sign alpha labeled consistent with application o Property lines and building footprint o Location of all existing signs to remain o Location of suite,if multi-tenant ❑ Location of all existing signs to be removed 14 ADDITIONAL REQUIREMENTS FOR WALL MOUNTED SIGNS 0 ELEVATION DRAWINGS ❑ DETAILS o Scale('/e"= 1') ❑ -.e o Location and size of all signage including: o Sign materials, color and illumination type o Existing signs to be removed o Actual weight of sign or individual letters o Existing signs to remain on each façade o Cross-section showing scaled width of sign: o Proposed signs if canopy or awning,show entire building o Dimensions of each building fac= •r suite façade including awning/canopy and color scheme o Calculated total building f.-- area o Method of attachment,size/type of o Calculated total sign . e area OR connector AND Calculated tot. . ea of individual signage o Site-specific installation details (what sign is componen etters, numbers, logos, etc.) attached to in field), placement and o Each . •posed sign alpha labeled consistent construction wit, application o Each proposed sign alpha labeled consistent with application ADDITIONAL REQUIREMENTS FOR FREE-STANDING SIGNS�.,{ tLANDSCAPING PLAN (IN ADDITION TO OVERALL SITE PLAN) A�1 ELEVATION DRAWINGS o Minimum scale 1"=20' Scale o Footprint and dimensions of sign *1— ,--` oic a'+0 ❑ ign materials, color&illumination type VSetbacks from property line(s) sict, r Sign face/panel/base dimensions 46 Show oint of measurement for location ��``11 r7,'f �V"-� �{A� f;� ❑ Calculated total sign/panel area roperty ---,.e s sing fog-line, sidewalk, �� J / o❑ Base materials &how harmonious w/building to r P� (yam and/or edge of pavement -' o Foundation type o Show location of driveway(s) and street(s) o Alpha labeling consistent with application J ❑ Dimensions of landscape area 4.] CROSS-SECTION o Type &location of landscape vegetation o Scale / o Calculated area of landscaping (minus footprint of sign) o Edge of landscaping area ti DETAILS o Existing &finished grades surrounding sign o Foundation/footing information o Total sign height from average grade o ind load calculations (for signs 6' &over) Bulle #102—May 3,2016 '- e 3 of 3 k:/Handouts/Sign Permit Application LETTER OF TRANSMITTAL DATE: July 30, 2019 TO: City of Federal Way-Permit Center SENT VIA: Courier Delivery 33325 8th Avenue South PHONE NO.: (253) 835-2607 Federal Way,WA 98003 OUR JOB: 17764 RE: JFS 636 -Relocation of Existing Sign -Sign Permit Submittal Quantity Date Description 1 7/30/2019 Completed Sign Permit Application 2 7/29/2019 Structural Calculations 2 7/30/2019 Plan Sets-Sign Relocation Set&Landscape Plan Set 1 7/30/2019 Check for Application Intake Fees cc: Caryl Pinner Signed: Pat Hopper Letter of Transmittal-JFS 636 Sign Relocation . . . JcicksonsI--i-c. _c.........,...... AUG 012019 CITY L WAY COMMUNITFY DEVELLOPMENT January 2, 2019 Subject: Barghausen Consulting Engineers,Inc., Predevelopment and Entitlements representative for the Jacksons Food Stores Oregon and Washington To Whom It May Concern: Barghausen Consulting Engineers, Inc. located at 18215 72nd Ave South Kent,WA 98032 has been retained by Jacksons Food Stores, Inc. (and PacWest Energy, LLC dba Jacksons Food Stores)as a consultant and representative for the purpose of designing and obtaining all necessary permits for reimaging, remodeling,and construction of our convenience stores and fueling centers for calendar year 2019. Their employees and agents are authorized to conduct meetings,submit applications,and process related documents and submittals necessary to facilitate this process. If you have any questions, concerns,or you require additional information, please feel free to contact me via any of the methods listed below. Best Regards, i / (f:L.,=, 1Jack Davis Vice President of Facilities Jacksons Food Stores, Inc. qya-i. A43450 E.Commercial Court i vvV -"'} Meridian, ID 83642 jack.davis@jacksons.com — Office: 208.888.9508CYNRINS ETT NOTARY MIX-SIVEOFloaf Cell:208.841.0496 COMMISSION NUMBER 43521 MY COMMISSION EXPIRES 12.1;x,,:;, • Title Page 1 "in Structural Engineering Calculations for: ran OPY-22071 JACKSON'S #636 1520 SOUTH 348th STREET FEDERAL WAY,WA >D rn O A7 Relocate Existing 12' oah Pylon Sign 7.1n 0D N CP ;0 8 (� O � n � Index o 10 G' o V' o Title 1 cc o' Basis for Design 2 CD G7 Wind Loads 3 Sign Column Check 4 Base Plate Check 5 Pier Footing Design 6 Footing Reinforcement 7 RECEIVED DrawingS-1 AUG 01 2019 CITY OF ERAL WAY COMMUNITY DEVELOPMENT Prepared by: Barney Williams 7/29/2019 Reviewed by: Ben Jones ✓o (<7*pf WAsqt4,c,:1. a`� 02 v; 0032945 .t' • •Op S�REGisfl3 G Y E S C 0 oti.a► �',. Y(RES A� i /07/21 1605 South Gramercy Road Salt Lake City, UT 84104 Phone: 801.487.8481 www.yesco.com • Basis Page 2 BASIS FOR DESIGN . Project: JACKSON'S#636 Descript: Relocate Existing 12'oah Pylon Sign BUILDING CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE. LIVE/SNOW LOADS:25 PSF GRAVITY/DEAD LOADS: STEEL FRAME SIGN CABINETS= 15 PSF LATERAL LOAD PARAMETERS: RISK CATEGORY= II WIND: WIND SPEED,V„it= 110 MPH,3-SECOND GUST WIND EXPOSURE= C SEISMIC: <WIND,WIND GOVERNS STEEL: PLATES(PL)AND SHAPES: ASTM A36,Fy=36 ksi TUBE STEEL(HSS): ASTM A500,GRADE B,Fy=46 ksi WELDING:LOW HYDROGEN, E70 SERIES RODS FABRICATION AND ERECTION TO COMPLY WITH LATEST AISC SPECIFICATIONS. ANCHOR RODS:ASTM F1554,GRADE 36 FOUNDATIONS: SOIL PARAMETERS: ALLOWABLE PASSIVE LATERAL PRESSURE=100 PSF/FT. FOUNDATION POURED AGAINST NATURAL GRADE OR COMPACTED ENGINEERED FILL. CONCRETE: MINIMUM 28 DAY STRENGTH,f'c=2500 PSI REINFORCING: BARS#3 AND SMALLER ASTM A615,GRADE 40 BARS#4 AND LARGER ASTM A615,GRADE 60 Column Page 3 WIND LOAD CALCULATIONS USED FOR SIGN COLUMN DESIGN Project: JACKSON'S#636 Descript: Relocate Existing 12'oah Pylon Sign Ref: ASCE 7, Chapter 29 Wind Speed,V„k: 110 MPH Exposure: C Velocity Pressure Calculation Table: qh = 0.00256KhKZtKdV2 (psf) ASCE 7-10(Eq 29.3-1) Area# qh= 0.00256 Kh KZt Kd V2 1) 22.35 0.00256 0.849 1.0 0.85 12100 Design Wind Load Calculation Table(Case A&B): Quit = W = qhG Cf (psf)>16 psf ASCE 7-10(Eq 29.5-2)&Sec 29.8,C29.3.2 Area# W(psf) qh G Cf s/h B/s 1) 29.3 22.35 0.85 1.54 1.000 0.423 Design Wind Load Calculation Table(Case C): Quit = W = qhG Cf (psf) >16 psf ASCE 7-10(Eq 29.5-2)&Sec 29.8,C29.3.2 Sign Cabinet Depth, L, W _ W = W _ W Otos_ Ws 25 2s to 3s 3sto10s— Area# (ft) Cf,0 to s Cf,s to 2s Cf,2s to 3s Cf,3s to los (psf) (Psf) (psf) (psf) Column Page 4 SIGN COLUMN DESIGN . Project: JACKSON'S#636 Descript: Relocate Existing 12'oah Pylon Sign Ref: ASCE 7,Chapter 29;AISC Steel Construction Manual,ASD Design Wind Speed,V„Ir 110 MPH Exposure: C Consider Case B: Yes Case C: No Areas Subject to Wind Forces Case B Ecc. Factor: 0.10 Height(s) Width(B) Area Centroid Top(h) 0.6 W(Wind) Sign Cabinet Description (ft) (ft) (sqft) (ft) (ft) (psf) Weight(psf) 1) Extent Of Sign 12.00 5.08 60.96 6.00 12.00 17.55 15 Calculation of Design Forces at Critical Heights Calc.of Eccentric Dead&Wind Load Moments/Torsion Governing Load Combination (ASD): D+0.6W Sign Area PD(kips) e'(ft) MD(kip ft) .6TW(kip ft) y(ft) M.6w+Mp(k-ft) M.6w+MD(k-in) . V6w(kips) 1) 0.914 0.001 @ grade 6.42 77.0 1.070 12.00 *Worst case of the two columns Sign Column Design Table Pipes(P), Fy=42 ksi Square (HSS), Fy=46 ksi Column #of Column Column Length Spacing Start End Sleeve Capacity Stage Columns Type Size C to C Elev Elev Depth Check (P, HSS) (ft) _ (ft) (ft) (ft) (in) 1st 2 HSS 6XX.188 12.00 4.54 12.000 N/A OK M r M„/f2 V r V„/f2 T r T„/f2 PR P„/f2 Combined Forces with P-d AISC 360. (kip ft) (kip ft) _ (kips) (kips) (kip ft) (kip ft) (kips) (kips) 1-11-1or H3-6 1st 3.930 * 18.480 * 0.655 * 33.70 * * 16.27 * 0.632 * 41.4 * 0.22 * Rect. Base Plate Page 5 BASE PLATE AND ANCHOR ROD(Steel Design) Project: JACKSON'S#636 Descript: Relocate Existing 12'oah Pylon Sign Ref: AISC"Steel Design Guide 1",AISC 360: F11.1.,J3.6&J3.7 Plate Design (ASTM A36 Plate) #of Base Plates= 2 Maximum Column Dimension, OD= 6.00 in,perpendicular to sign face Column type: Box Tube Number of Anchor Rods,n= 2 per line,front&back Moment Transferred to Base Plate, M = 3,930 * lb ft,from "Sign Column Design"sheet *Worst case of the two columns Bolt Line Spacing,L= 11.00 in,front to back Base Plate Dimensions: N(perp) = 14.00 B(par)= 12.00 in Tension per Bolt Line,T= 4,287 lb, =M/L,simple moment couple Max Moment on the Plate, Mp;= 11.4 kip-in, =T((L-OD)/2) Min.Plate Thickness t - ]' Mp� , m;,,- 0.419 in, = tmin = BF. (Eq F11-1,Solved for tm;,,) Y Actual Plate Thickness= 1.000 in «<OK Anchor Rod Steel Design (ASTM F1554 Grade 36 rods) Ultimate tensile stress of anchor rod, F„= 58 ksi Tension per Anchor,Ta= 2.144 kips=T/n Trial Gross Area of Anchor Rods,Ag= 0.099 in 2 =2T a/0.75F„ Trial Diameter of Anchor Rods, D= 0.354 in Ab= 0.442 in 2 Actual Rod Diameter to be Used Da= 0.750 in Shear per Anchor rod= 0.134 kips Allowable Shear Strength= 5.125 kips=0.45A b Fu/2 Available Tensile Strength (with Shear) = 9.609 Kips/Anchor, (Eq.J3-2&J3-3b) OK Pier-Caisson Page 6 LATERAL BEARING PIER AND CAISSON FOOTING Project: JACKSON'S#636 Descript: Relocate Existing 12'oah Pylon Sign #Footings= 1 Moment/Footing, M= 6,485 lb-ft Pass lat soil res,q= 100 psf Shear/Footing, P=V= 1,070 lb Composite Centroid, h= 6.06 ft Unconstrained Rectangular Pier Length, L= 2.0 ft,parallel to sign face Width,W= 6.5 ft, perpendicular to sign face Depth,first iteration, D= 3.87 ft Depth, D=0.5A{1+[1+(4.36h/A)]112}= 3.87 ft, (Equation 18-1) Actual Depth, Dactuai= 4.00 ft S1=(2)(q)(D/3)= 258 psf, (Section 1806.3.4) b=(W2+L2)1/2= 6.80 ft A=2.34P/(S1b)= 1.43 Pier Rebar(Rect.Cage) Page 7 .REINFORCING (Square/Rect. Cage) Project: JACKSON'S#636 Descript: Relocate Existing 12'oah Pylon Sign Ref: ACI 318 Materials, Load Effects and Footing Geometry Specified compressive concrete strength,f' = 2,500 psi, minimum @ 28 days Yield strength of reinforcing steel,f y = 60,000 psi Moment transferred to footing from support, M5=M.6w= 6,485 lb ft Moment demand, M„= 10.376 kip-ft, 1.67M.6w/1000 Plan Dimension of footing parallel to sign face, L= 2.0 ft Plan Dimension of footing perpendicular to sign face,W= 6.5 ft Depth of footing= 4.0 ft Rebar cage dimension parallel to sign face= 18.0 in Rebar cage dimension perpendicular to sign face= 72.0 in Concrete clear cover, cc= 3 Required Minimum Area of Steel to Meet Code Sec. 10.5 applies: YES Required area of steel for flexure,AS,FIex= 0.037 in 2, by analysis As(min)= 12 in 2,section 10.5.1 Req'd area of steel for sec. 10.5.1 min. not to apply,As(min)'= 0.048 in 2,section 10.5.3 Max Spacing,Smax= 18 in,section 10.6.4 Actual Spacing,S= 4.500 in OK Reinforcing Steel Provided required min reinforing ratio,p= 0.0018 Req'd area of steel for temp. &shrinkage,As(min)" = 3.370 in 2,section 7.12 Number of bars req'd per side(front& back), n= 2 Bar# Area(in2) Minimum required area per bar at"n" number of bars= 0.337 in 2, #4 bar min 4 0.20 Number of bars used per side front&back, n'= 5 5 0.31 Number of additional bars used per side,side to side, n"= 0 6 0.44 Bar size used= #6 7 0.60 Actual reinforcing provided per bar, per side,front&back= 0.44 in 2 8 0.79 Total reinforcing provided,As(total)= 4.40 in 2 9 1.00 Check Moment Capacity of Footing Concrete Equivalent depth to rebar,d= 75.00 in Depth of Whitney stress block,a= 0.518 in Moment capacity,�M"= 739.938 kip ft,=0.9*A *f y*(d-0/2) 4Mn>Mu,OK Et= 0.399 >0.004,Ductile, OK Summary Dimension of rebar cage parallel to sign face,w= 18 in P,gross= 0.0024 Dimension of rebar cage perpendicular to sign face,I= 72 in Longitudinal bar size= #6 Number of longitudinal bars per side(front&back)= 5 Evenly spaced ,10 Total bars • Number of longitudinal bars per side(side to side)= 0 Evenly spaced ,0 Total bars Length of longitudinal bars= 42 in,maintain min.3"concrete cover Tie bar size= #3 Number of horizontal ties= 7 ,3 ties at 2-1/2"O.C.for first 5",evenly spaced thereafter WJ V e 4 . • • • 1. NM 31'591 79.05 .� WILL —) / __ 1/41) 1 ti O , r-al, 44 4 �ay n�O Q ofl,�p ' cT 1, .n �� nl , 1>;� r 00+01 ztirn D � � ll z ^^'N 1819,58.11• C, 8 \ z�"T1 4 m O i .'....' Tri p.,... , •- �9 • — WWW^Mimi — i;ij5 07 y.+i 1 ��/Me ew-F d4 < ZnN Zm xrO ® .Y �D 3 M nOH T� ND \ 1\ o ;`_� Zan D =O k m ��{ m w .. 13 0 V-/ Z• p l y' -.._.._, _.. N11.34 181]12.2611 ' r, �J\ SO CL C501.31'1819 158.5 tib 1 —_ b .1 ,_ — m7, . , I _---------- ____ _ __ __ __ \ m0 5 0 0 a n 8$ mci, z _Iki � g o , �,JYr EP; 0+00 DO _, IBB.I1' 1 8 /mom ""F"` - -- ____i__. --_"fC� __- - ,1176.61' W \/ 6 J W ---1 —1 a uiO §0 UN t:') .4' CJ\ I Z O �T //VVV^`11��' �` ' 1 �' O O T O ___t vm ii m- f �_ 6/28/19 ADB JC CRJ SUPPLEMENTAL GRADING DETAIL O 7 6/25/19 ADD JC CRJ SEWER LINE REVISION O 5/16/19 ADO CRJ CRJ SIGNAL&ILLUMINATION RELEASE/STRIPING REVISION PER CITY COMMENTS C 5/8/19 ADB JC CRJ ACCESSORY BUILDING SEWER CONNECTION No. Dote By CABApp.. Reoisio, Job Number �G H w ti Scale - M Titie 18215 72ND AVENUE SOUTH Des "° J6I 17764 Q F KENT, WA seosz D...^ --6L Na.l[antal �� SITE PLAN (425)251-6222 m`� Checked__CRJ_ 1--2D• JACKSONS FOOD STORES, INC. JACKSONS STORE No. 636 Sleet 1 a (425)251-8782 FAX Ve,1;pol 3450 E COMMERCIAL COURT I MERIDIAN,ID 83642 1520 S 34811H STREET 6 t OZ/J Q/ $Q •11VG NA ph 208 888 6061 I(X 208.888.3585 www.;BGRSDDS.GDm FEDERAL WAY WA 98003 TGG 4S u48178 S Mg l :SSDNCIGV I 14 + 'I , 13 I 12 I 11 I 10 I 9 I 8 I 7 I 6 I 5 I 4 I 3 I ,2 I 1 GENERAL STRUCTURAL NOTES 51 YES C O. „+ c. 5,1 c. DESIGN CRITERIA .' 4'-6y" .4' 1. BUILDING CODE: IBC 2015 J 2. DEAD LOAD: SIGN CABINETS<=15 PSF, FRONT ELEVATION AREA ENGINEERING 1 3.WIND LOAD: V ult=110 MPH(CAT II),EXPOSURE C 4.SNOW LOAD:25 PSF 1605 South Gramercy Rd. STRUCTURAL STEEL Salt Lake City, UT 84104 5. DESIGN AND FABRICATION ACCORDING TO AISC-ASD,14TH EDITION (801)487-8481 6. STEEL TUBE(HSS):ASTM A500 GRADE B,FY=46 KSI 7. STEEL PLATE&ROD:ASTM A36 WWW.yesco.com 8.ANCHOR RODS:ASTM F1554 GRADE 36 9. REINFORCING STEEL:ASTM 615 GRADE 60 ©2019 YESCO LLC,All rights reserved - WELDING Revisions 10. DESIGN AND FABRICATION ACCORDING TO AWS D1.1,CURRENT EDITION. 11. E70XX ELECTRODES FOR SMAW PROCESS No Date 12. 3%6"MIN FILLET WELD UNLESS OTHERWISE NOTED Ddy. 7-25-19 H I I I I FOUNDATION © 7-29-16 CHANGED TO PIER FTG. 13. CONCRETE COMPRESSIVE STRENGTH,f'c=2500 PSI AT 28 DAYS MIN. A. EXISTING SIGN, 14. CONCRETE POURED AGAINST UNDISTURBED NATIVE SOILS ',, Imo_TO BE 15. SOIL ALLOWABLE LATERAL BEARING CAPACITY=100 PSF/FT A I I I I REINSTALLED IN NEW LOCATION ELECTRICAL NOTES r 16. PROVIDE ACCESSIBLE WEATHERPROOF DISCONNECT SWITCH FOR ALL G I I I I ILLUMINATED SIGN ELEMENTS 12'_0" 17. ALL CABINETS TO BE BUILT TO UL 48 STANDARDS 18. ALL ELECTRICAL COMPONENTS AND WIRING TO CONFORM TO NEC 600 STANDARDS l OTHER NOTES �''POF WASS 04, I I I I 19. SEE ART DRAWINGS FOR SIGN FINISHES,COLORS,AND LIGHTING SPECS. S, Nc 20.ALL STEEL IN CONTACT WITH ALUMINUM TO BE PRIMED AND PAINTED � P TG 2s F I I I I (E)HSS 6x6 - I COLUMNS I I I I -o. 4- 0032945 44,E I I I I IF V-s570NSAL NQS. E I I I ' / 6'-6" / XPIRE /���1 7/21 A (4)%"ID F1554 GRADE 36 (E)CLEARANCE HOLEl'A ,V ANCHOR RODS,WI FOR ELECTRICAL,ASSUMED -1----..„_1'7-0." 1"SPACE FOR DOUBLE NUTS&WASHERS 1'-3" — LEVELING NUTS7 1�„ ° Q G Drawn by BARNEY WILLIAMS D I ir a 4 ° a i • GRADE ° ° 4 Checked by BEN JONES 4 - —I - a • • JACKSON'S #636 e I d ° aI 1 < ELECTRICAL ° ° °41 d a ,,1L t— if—f—__-- I—,,—_1_f_. — -F\ TO SUIT 2,0 a a ° a° e _ a 4 11" 1'-2" ; 1520 SOUTH 348th STREET C - 11 a 1 a I a I I ° I UNDISTURBED a a 4 a E FEDERAL WAY,WA 4'0" °' ° a NATIVE SOIL a 1'—d——r—^—4——a-I a_— _ a1 ° .:7 Engineer BEN JONES I a I ° a I° I- c ° I. (4)3�"ID F1554 I •• • 4 4 ° a Q • • a Account Exec ERIC WILLIAMS 'L o A.-1- ANCHOR RODS ° a -4--ar-�-I,.— -aQ @ 15"EMBED.,MIN. - A a v ea ° a ID, xi�' Designer MATT ALSAGER a • .I r 1 ° �` 4.1 a a Dat/e17-29-19 B L— ° ..— a a y—I Q°——J_e a— (500 PSI CONCRETE FOOTING W/ / 7 #3 TIES (10)#6 BARS A RE1„rE!1�C`� ° ° a ° (5)PER SADE,EQUALLY SPACED& \ O (5)PER SIDE (E)PL.1"x12"x1'-2" (E)HSS 6"x6" Project, Ido`' (7)#3 TIES, — 3" EQUALLY SPACED 6'-6"PARALLEL (3)@ 2y"O.C.FOR FIRST 5", TMP' A� '�Y1-2071 .— 2'-0"PERPENDICULAR EVENLY SPACED THEREAFTER >i CLM,I UNITY DEVELOPMENT - A 1 FRONT ELEVATION A SECTION VIEW @ FOOTING SCALE: 1/2" = 1'-0" SCALE: 1" = 1'-0" IS_ I I. x r ' ' JACKSONS FOOD STORE #636 - FEDERAL WAY, WA 1 Know what's bBIOW. ' Call before you dig. NE 1/4 OF SE 1/4 OF SEC. 20, TWN.21N, RGE. 4E, W.M. �1,' Dial 811 KING COUNTY WASHINGTON Q TREE RETENTION, LANDSCAPE and IRRIGATION SET 20 o ,o zo 40 LL • m iii el a `Oh ° REPLACEMENT TREE CANOPY CALCULATIONS 0S co Z ///�Wr�---- O) TYPE III LANDSCAPE 20 TREE UNITS/ACRE REWIRED.20 TREE UNITS.0.96 ACRES= IS TREE UNITS REQUIRED I✓` Q _ BUFFER REQUIRED EXISTING TREE INVENTORY TREE UNIT CREPT Z If,f rII CO ' (� I • . 4q 9' I 14 17-RIVE 2.0 " Z Q 0 — " e • �,, Ng I 'I -- PINE 2.00 s 4Y" t•,,, J i j- L\,Y T —_. ..� Ill:,m,.N�j.0.--1— L.n 11"RN w l /•� ~ .A. - ® 0, §" wig I4"PINE 2.0 w O rc v 0 y N •IM I Id PINE 2.0 :dam i°{ ! :♦>d_R�.^wCSyi< c . ..401. `.`�'. __` .I, 2•PINE s.0 ,z, Z fl) M .w,.,-..-,-_-,..:,-.,.,:0_,..,,,,_,,,,4„.. _ ^- .e ♦ >♦♦♦♦R �J��t'w'V ,rte♦ c,, 2.; u,,..�O r ...-t,..r . l' -•. _cr a a 12'PINE 7.o Q O -r-R-`r.-` —_� ,..../// .."?.gy <4,G♦.♦`wrR ,.. ill A> 1z_yr A Si♦p,-, 1 I 12"PINE 2.0 CC 1T3(A' � .!AA. r� I,' ' ,_,„_,,,,=„,=, I+-r- I4 PINE 2D o aN o o Z w P _ 9� �� n �I '."PINE 7.0 ' S `O. ',9 S ' f Iii R R)lIN(''L' / _ • 1 2'RNE 2A v L. ", Ot! L 4 ,, I m j . /^ B 21.0 TOTAL TREE CREDITS Or BRAINED TREES l m# # Q UJ 11� ,,) I. I - /_ y NO REPLACEMENT TREES REQUIRED F Ir-� LL T I. ( �r��� \• �• -t• TYPE III LANDSCAPE i i o W `li s _ ■ Ill re 4r•�IA 9 01] ` BUFFER R QUIRED 0 m 5 CC T';'y s f f4 PARKING LOT LANDSCAPING m m M g�}}� *; �\ r I1 L I iY i PS li PEP 19125RD •li I 18 STKLS 11408' ]� i 8 I 683 50 R PAfNNL LOT LANDSCAPNG PROVIDED a_ _ op E3. ., :> N . a R ) Ifisa,..0��_ j n ARKINGL T .% �� U �1� SYMBOL PLANT SCHEDULE BOTANICAL COMMON NAMES mEDrtaN SPACING WANT, ISE (T.L*r -",--1,•Y� M ♦ �!' L'--'g' - - :PING. CSF $ ®�.I I a a - / REMARKS DROUGHT TOLERANT CO may' A z. A TREES. mil_=�. • sir -Mf -®:�_ '•S`�'-.T -- , _- ��I� ri , / R a CNWIECVPNM OBTUSE,'GRKM1IS/ 5'How AS SHOWN 9 STAKE R GIf+ONE GROWING Ks U pMp ,- II I AI saNDER HNOxI CYPRESS BAB SEAS. NURSERY GROM z late UN-GUT LEADER Ca l(') ---EXISTING PINE TO BE RETAINED 1 ;.IaIG:, I KER CRCNATUY/ EXISTING PINE TO BE RETAINED TYPE III LANDSCAPE I 1.5'CKIKR As show: 12 STAKE A cuY ONE rnowNc TEs Z E,.a BUFFER REQUIRED h A R W a co _ > TYPEft LOII N'f AAR BAB SEASON,NURSERY ORG. Q ?ATFa A LAND CAPING.1 5Sg s a CC 2 m a `._ �- ' I THUJA STERN RED CEO. E BECHT E B AS SHOY11 BO STAXE t.GUY SEAS., uRSE.SNL TES (-M CO O c EXISTING PINE TO BE RETAINED T g i♦ a a UN-Gm LEADER N o �' R / ♦r W OAT I ♦♦♦4��III / N— EXISTING PINE TO BE RETAINED ''RP l �� 1 dr i 04,4 'I, t MII I 1 I \ O o / /) PYRUS GALLERY..'CW INCLEEM/ 15' AS N.. J STAIR k GUN ONE...NG YES 0 IM _--. l,J,% l'7' G rR 'g- a a FLOWERING REAR O.K. SEASON NURSERY GROW] O C-D C '• TREE PROTECTION FENCING TO BE LOCATED _ ,1 -' �I ♦♦� ;II r I 1 , , ate FOR STREET TREE USE. LL J CD I AT FACE OF CURB,SHOWN HERE FOR CLARITY I i •s--"•• 'SEI I a s aPAAaHEo AT s ¢_L>o EXISTING PINE TOco IBE RETAINED �'r I a I ACER NORMKTP'ARMSTRONG' 2.5" ]O'O.C. B STARE E cur ONE GROWING YES Z CC I�, sf a R I REO ET T E CxVER• SEASON Z LLL rr I ' , '�,II ( 0.____, STREET TREE AIOIIG 161H NE 5 B e B O C OP I B, TYPE IV PARKING LOT° 3 I (n N EXISTING PINE TO BE RETAINED ? �-,L III �y ��' y'; �,"-T� YrEa'aLY N°el's/ oK As shawl 2 STAR&cu.C( GROWING YES U LANDSCAPING:107 SF N �.+ l^ �j�/'\x Deus uAGNau uLnER• SEASON.xuasERY crow] Y O L ' i' VJ STREET TREE M.ONG SWAIN B A B FOR STREET TREE USE. CJ n $Wll YEONY TREE SNORER OLE CO BRANCHED AT 6 W EXISTING PINE TO BE RETAINED I ,11 ti 1I' �; `W OMEN) s -,1� �•. '� , yp ,•t+, / PER IS MEASURED 4.5'MOW FN.PUDEcr BE RETAINED - -'. { , A' T '— `[�% R fSRs� �I Q •'DENOTES PLANT NATIVE TO PUGET SOUND co it L I '_. � lll _ L$ Z SHRUBS. It EXISTING PINE TO c EXISTING PINE TO BE RETAINED I I py ♦c. II I 51 SIM FFERrAIN'RA'/ ( ) AS 9qM IR FULL Its Of WAS I ♦ I r © PENMSETw M11PECd10IXs'OJRu1NM MACRE/ 11'UT. AS 910M t) RILL Ila BUSHY YES A.' OHO EXISTING PINE TO BE RETAINED I f� ) c I I ® f01MT"A'wAs MOLT) F v 16' '� 4 1 BERBCR5 THwBERGI'ROSE GLOW/ 24'HT. AS MNOM 6 IAL No BISITY YES ,......,-.y.,:, j I L�N,, 1 _ .. BARBERRr (IANC) /r < EXISTING PINE TO BE RETAINED -1•: ' '`5N /.Y1°INd g `- -- © E eIaLNY�YUSU OSTLRE'EMERALD N eaD'/ 12'NT. As SHOWN 23 NLL AND BUSHY.MATCHED IRS ..';‘,Ii '-i',I �� y3� IlirII l �1 &N.Y� IV;111 r r (WO) HEIGHT AND TORN RL'. 10 1196 E�/� / :.:: \ - I -k/ 'mil NCHON SEW / 8'W AS SOW 21 fuu ARE BUSHY RET \yA^°`1iS- I � �A'- .1�"TI TYPE III LANDSCAPE ® aTE OAT OAKS 18'HY ••A [>JYu .'': : I �p •a a� , BUFFER REQUIRED __ .-- --- -- '- i J YAHwu Aourcalw/ r 21'Ht. As SHOWN 14 FULL Am BIS,3 CASES YES �� ;;I / , v. I /• ® HEIALL OREGON LRME PAGE) YNNw �� / I _ Sir"pry^ ) d ® sa elwaNro,A OAS-T WATERER'/ (�uw AS MIS a ruu AW euvlY ,cs "�' if,„ j1.sc R 1 Na]—.•---_.--,_Na1- 71, NLnJ--HaT_ `` _ A I-.• /��• --.• 9 '] REfis JAPWMI.'fMTNE'/ YM) AS SHORN a RCI AND BUSHI' TEN g No.] I L� 11LV) Y• �•"� '►♦AT" r 6 4 PERS (soul x ..Y9,11 :�rekrilVerAitla egiIka.5. `. •-rte, LIF i -- i a N - . >r 1 - 45, i,0 5 / __.i%J © FAGFE wa YHITI/R N'HT AS SHOWN 11 FULL Ma BU9ry YES x, . --- ` `W f « 1'8,7/..---.-7,-.;•••,---.7:.-.4t; �� a ' Ta'-�.I ') NAP—RAT) .�MP+r' d)—Nwl RH R Nwan sP.'CANT NRIrsCNNE'/ N.Ilf) As 95 NIEI NO p]vn' YES 13 E 0 ' PAGE o-"-a-.-x-ss-ss-ss-ss-ss-ss_ss_ss-ss-ss-ss_w ss \ �•" -,C'---w q a .x� A 0 0 ss N �✓ ss ss-" c' rei1 '2Xty.�v"1a +d,, 'S "Y' �' ��}w-IN �i �/%r „- $\ w RMN cAI+DEN PUNTS: 1- - L_r.".,', " -v. .. ♦y.�� R4' 6 ® CAIa)OEINU IR/ ISE xT AS SHOw4 36 FULL AND BUSHY TES u -8 a•_ \ V _\ \.• f%�/ - \. _-L , Y (SYNC) ? 2>U> r O 2 K a KJ ,,II \o ri/",Y \V 1• .�yr�� Q IURUSH ErruwS/ 12'Hr As 94081 25 T.Mo BJVD' KS N NOTES Y _ \� _ , -: �/."\/ 1`• ''1 R ® GORRus STOTONrE'/ EAT HT AS SHORN 10 rut AND Bus. KS W 2< '^ y5�� 0 g 1 AI' \ \..- REDTwG DWIgW (URGE) z 4 w 1. NO PLANT MATERIAL IS PROPOSED WITHIN DRIP ZONE cROLmDCONERs. >NT Lv a OF EXISTING PINE TREES IN ORDER TO ELIMINATE TYPE III LANDSCAPE ♦_1_♦♦�_ . BE� S9raw'ARES...RUBY'/ 1 GNLON 21.0.a AS RE03 KO IT'BAG TREES EwocRS, YES <CO N co yy_ IMPACTS TO TREE ROOTS.A TEMPORARY FIVE-FOOT s.T BUFFER REQUIRED •♦♦♦•♦• z rn Lo m w ARCTOSTANnuOS UVA-URN'YASS4CHuSCTTS'/ 1 GALLON 24'G.E. AS RE0'0 HOLD 12-FR.BORDERS, YES c, 1 °i CHAIN-LINK FENCE SHALL BE INSTALLED AND TREE .. 00���� IIERrIwNN SHRUBS.AVD TREES '.1.1 3 PROTECTION SIGNAGE ATTACHED TO THE FENCE ,_ a�' H IJ." s00 COKR LOOA COYYERCIM SEED All TEs FACS OOwNR WHICH READS'TREE PROTECTION FENCE-NO SOIL T PANG SUMER aNIs n z r r DISTURBANCE,PARKING,STORAGE,DUMPING,OR S 348TH ST I t-[- I a'4"DEPTH AR93815r.DOD CNP MULCH WENN ESTABLMNE0 Num q TO w a Lo E p BURNING OF MATERIALS IS ALLOWED WITHIN THE TREE - y I wT-v? r P2oNE a MST.TREES MAT AR ro H���' Y"� u'° E PROTECTION AREA". o 2. FINAL PLANNING/LANDSCAPE INSPECTION AND LARH/PVMER EDGE-9aKL cur iRMl51Ta11 DL$ R"pHA s SIGN-OFF REQUIRED PRIOR TO OCCUPANCY.CONTACT TREE RIOTECTaN FENCING GJV d,♦ 253-835-2644 OR J LEILA.WILLOUGHBY-OAKES@CITYOFFEDERALWAY.COM ...DENOTES PLANT NATIVE TO PUGET SOUND AUG 01 2019a �f TO SCHEDULE AN INSPECTION.ALLOW FOR 24-48 HOURS TO SCHEDULE INSPECTION. The area adjacent tO the base Of CI O i s • , 3. ALL LANDSCAPING,IRRIGATION,AND APPROVED �y PEDESTRIAN AMENITIES SHALL BE INSTALLED PRIOR each freestanding sign must be PERMIT N� 1 WA i' - • - TO ISSUANCE OFA CERTIFICATE OF OCCUPANCY dE t't PURSUANT TO FWRC 19.125.090. IandsCapea equal to the sign area. DEvtLoPME•b8 FcoNSJ 4. GROUNDCOVER AND TWO INCHES OF MULCH e REQUIRED IN ALL LANDSCAPED AREAS TO MINIMIZE ^ EVAPORATION WHERE PLANT MATERIALS WILL COVER (O I g AND THREE INCHES OF MULCH OVER BARE SOIL. APPROVED N g, , - J DATE L1