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14-100858 f 1 a Cky of Federal way • . Sign community.Econ.Dev.Services F I LE Permit #: 14-100858-00-SG 33325 8th Ave S Federal way,WA 98003 Inspection Request(253)835-2807 Fax:(253)835-2609 pecb eq uest Line: (253)835-3050 Project Name: TWIN LAKES PLACE • Project Address: 2500 SW 336TH ST Parcel Number: 132103 9096 Project Description: Install(1)internally illuminated,double face tenant directory monument sign. Owner Applicant Contractor TWIN LAKES PLACE ASSOCIATES JEFF BROWN A&S GENERAL 2500 SW 336TH ST SUITE C CREOWORKS SGENESG906PE(9/27/15) FEDERAL WAY WA 98023 4101 W MARGINAL WAY 4101 W MARGINAL WAY SW SUITE A-1 SEATTLE WA 98106 SEATTLE WA 98106 Free Standing Sign information Reg.# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Landscape Faces (Ft.) Width(Ft.) Height(Ft.) (Ft.) Height(Ft.) Area(Sq Ft) Sign A na Monument Yes 2 12.00 4.25 6.33 12.00 2.00 144.00 Additional Permit information Comprehensive Plan Designation. • Neighborhood Zoning Designation. BN Business PERMIT EXPIRES Monday, October 6, 2014 Permit Issued on Wednesday,April 9, 2014 I hereby certify that the above info ation is correct and that the construction on the above described property and the occupancy and the u - will •: in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. / Owner or agent Date: ''7 --(Q "/,t? 7 THIS CARD IS REMAIN ON-SITE ��� Construction Is ection Record Federal Way INSPECTION REQUESTS: (253)835-3050 PERMIT#: 14-100858-00-SG Address: 2500 SW 336TH ST Project: TWIN LAKES PLACE ASSOCIATES FEDERAL WAY, WA 98023-3800 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. 0 Footings/Setback(4110) 0 Final-Electrical(4055) 0 Final-Sign(4085) Approved to place concrete Approved Approved By Q ,.._ Dates 1 r•1L By �� Date $ .By 0 Date—re- , _„ ,-(,c Attachment(4010) Approved By Date o Rough Electrical Final Electrical El Right of Way Approved Approved Approved By Date By Date By Date I • • 410 a t MEWED e�noF 1 FEB 2 4 2014 1910o55- 00� ii,Federal Wa SIGN PERMIT , 3 CITY OF FEDERALAM°f'LICATION / /4- CDS �r ■ PROPERTY INFORMATION SITE ADDRESS 'Ka)) �I'\`) .134;1 *z7 . el y i YV nQ f q �2-7 J SUITE/UNIT# I ASSESSOR'S TAX/PARCEL# S 2- 1 b 3 - I 6 (a ZONING DESIGNATION 14 B ■ PROJECT INFORMATION TYPE OF PROJECT(Check all that apply): b(IEW 0 ALTERATION ❑REFACE 0 EXEMPT ❑ELECTRICAL(lb attach to existing J-box-include on this permit) )(ELECTRICAL(New/altered circuit&J-box added-separate permit is required)(/ NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: Freestanding: " `1"--- TOTAL ESTIMATED PROJECT COST:$$Y( -) Q - DETAILED PR• DESCRIPTION: 1.x ke.x,s3, • _e[ r)Ccs\ , v.Quc( Y\Q,y) C,pr%CC k C �tlok.:es!ll' - -_ 61• S'iS� �c.U.,Ne.\- L Ai�lfu,tt � dc�;r.ck �o c.onc.ce�t 45 yeAt;c1tbtlIksvAtek .4 (L .r• S. C S‘‘12 d 5S,5Y.4oP d bokAb‘e. .N-Ct WW1 i l eptrA Si5rN BUSINESS NAME ON SIGN: VIt114436(1k.' V'1 CAA 'b -c ( 'L�' CAN.? C4�!, S ' p Li A--- • PEOPLE INFORMATION f SIGN OWNER: NAME: PRIMARY PHONE .VN\C1�C_\ A k 1 W; \ eS ktCle..Ay4- L—C. (?i1})4V; -4 MArlLADL CU W\ c�•e.� O A�N or uR Q$Cr�O (7J NUMBER 140 -4(4% CITY OF FEDERAL WAY BUSSINNEESS�LJCENS NUMB : (fE-MAIILIADDRESS /1 'l1-'V4'Cril v�+' tV��K �ll4r• lam/ GF�ii C D•"'\ CONTRACTOR:4 COMPANY �ict B� I V I I o(2 e)i'+J " N�L a �Y'i 9)rG5--1 3 NAME SRNs p, MAILINGADDRESS(STREET ADDRESSC .STATE,ZIP,: E P}ONE y/ S �,t/3 �• uy - J) - A-,VrF q4 01 2/..73) r 79��ak dip.6-44-- A.�) ) CY � • E WAYFAX NUMBER D/0 f-Ilc PrAM( , -' . ( ) I S/1 � / j' CRs REGISTRATION NUMBER: ExPIRA770N DAT$, 'I• �i�M S J u�41• GwYJ Y �6�CEI�AxTit COMPANY NAME APP ii1yW�1iY F�u PHONE „"N `!� C1feo k osy.S 0. Sjl� f©�W�'n (2 D)A 22 2°6/ 1v D7eS4 IA Or Y•al 14.4-231 _614(e_. "`'y�`�'�� 131JP•••\YC. �Pi 1013 FAX NUMBER RELATIONSHIP TO PROJECT / E- /DRESS �1 0 Contractor B Tenant X Other f ro , gar&. VP Coale l(g•C IN PRNECT NA"� �. DI/4i\ PRIMARY j i�� -$W DRESS: CONTACT C `� sea. @C eciA06(5 . ` rA ■ SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further.that I am autho -• by the owner of the above premises to perform the work for which the permit application is made SIGNATURE // DATE: f•Z 4•/4-` •. , / DEVELOPMENT SERVICES•33325 8^'AVENUE SOUTH•FEDERAL WAY.WA 9800366 325.253-835-2607•FAX:25335-2609 — — • • TYPE OF SIGN(S) (Indicate number of each) PERMANENT FREE STANDING: MONUMENT I' .DESTAL POLE 41slENANT DIRECTORY Ogg OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) • DETAILED SIGN INFORMATION SIGN TYPE FREE STANDING SIGNS SIGN AREA(SQ.FT.) ILLU s TED? REFACE? TOTAL HEIGHT BASE HEIGHT(FT) A IW[1IDTH x HEIGHT x#1 OF FACES NO /EXT YES NO (FT) x x = x x — n STREET FRONTAGE(LINEAR FEET): J `' pL N- •aq (N1/ Ste. rrtAp) SIGN BUILDING MOUNTED SIGNS SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING E a EXPOSED BUILDING FACE WIDTH x HEIGHT x*OF FACES NO/INT/EXT (N + +W) A (SQ.FT.) - >d x x C x x = D x x = x x = x x LARGEST EXPOSED BUILDING FACE( E FEET): ZONING DESIGNATION: PROFILE: 0 HIGH 0 MEDIUM BUILDING MOUNTED SIGN(S) ❑ LOW ❑FREEWAY FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: AREA PROPOSED: AREA PROPOSED: LARGEST BUILDING FACADE: STREET FRONTAGE: NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: Bulletin#102—January 1,2011 Page 2 of 4 klHandouts/Ssgn Permit Application I v , SIGNQRMIT APPLICATION CHECKL• { + P MINIMUM SUBMITTAL REQUIREMENTS APPLICATIONS WILL NOTBE ACCEPTED AT THE COUNTER UNLESS ALL REQUIRED INFORMATION IS PROVIDED AOMPLETED PERMIT APPLICATION PPLICATION FEES I rwo(2)COMPLETE SETS OF NS(ASSEMBLED AND STAPLED INTO SETS) zf4INIMUM PLAN SIZE 1")______(.2.r.) /l�J PLANS DRAWN TO SCALE AND SCALE PROVIDED 16 SITE PLAN: o Scale (1" = 20') ❑ Location of ALL proposed signs, including refaces o North arrow o Each sign alpha labeled consistent with application ❑ Property lines and building footprint ❑ Location of all existing signs to remain o Location of suite, if multi-tenant o Location of all existing signs to be removed • BUILDING MOUNTED SIGNS ❑ ELEVATION DRAWINGS 0 DETAILS ❑ Scale (V/s" = 1') ❑ Scale ❑ Location and size of all signage including: ❑ Sign materials, col. : d illumination type ❑ Existing signs to be removed 0 Actual wei. • sign or individual letters o Existing signs to remain on each façade o Cros - ion showing scaled width of sign: ❑ Proposed signs - •nopy or awning, show entire building o Dimensions of each building face or suite faS tied, including awning/canopy and color scheme ❑ Calculated total building face area o Method of attachment, size/type of ❑ Calculated total sign face area OR connector AND Calculated total area of individual signag- ❑ Site-specific installation details (what sign is components (letters, numbers, logos - c.) attached to in field), placement and ❑ Each proposed sign alpha label:• consistent construction with application o Each proposed sign alpha labeled consistent with application L FREE STANDIPIG SIGNS A ITE/LANDSCAPING PLAN EVATION DRAWINGS IN ADDITION TO OVE LAN) /Scale Minimum sc 1" = 20' bign materials, color& illumination type ,I .d Footprint and dimensions of sign Sign face/panel/base dimensions >!._ backs from property line(s) -. an culated total sign/panel area L_,..- , ow point of measurement for location of . e materials & how harmonious w/building property line(s) using fog-line, sidewalk, . Foundation type and/or edge of pavement Alpha labeling consistent with application Show location of driveway and street w- potprint and dimensions of landscape area CROSS-SECTION ype& location of landscape vegetation cale qr culated landscape area dge of landscaping area a(minus footprint of sign) xisting &finished grades surrounding sign ETAILs 9/Total sign height from average grade undation/footing footing information Wind load calculations (for signs 6'&over) Bulletin#102—January 1,2011 Page 3 of 4 k/1-landouts/Sign Permit Application • • Kari Cimmer - From: Tacoma Design <tacomadesign@signsbytomorrow.com> Sent: Thursday, February 27, 2014 8:45 AM To: Kari Cimmer Cc: Grace Skidmore; Janice Fernandez; Marty Gillis Subject: RE: 2500 SW 336th Ave - Twin Lakes Freestanding Sign Permit Sounds good. Thanks for your consideration. Respectfully, Tim Nelson Signs by Tomorrow P: 253.475 7446 F: 253.475.8585 E: TacomaDesign(a�SignsBVTomorrow.com W: http://www.SignsBvTomorrow.com/tacoma/ From: Kari Cimmer [mailto:Kari.Cimmer@cityoffederalway.com] Sent: Wednesday, February 26, 2014 5:07 PM To: 'tacomadesign@signsbytomorrow.com' Cc: Grace Skidmore; Janice Fernandez; Marty Gillis Subject: RE: 2500 SW 336th Ave -Twin Lakes Freestanding Sign Permit Hi Tim. Thank You liar pro idi%.1 this inlormatiott to us. \1 e \\ill tale your company l the application and lea\c this portion blank lir not\. 1 will corder %,\itlt the Cit\ `s 13uildin4: Official and contact the applicant for the other sign permit Nahcn \\c have a resolution. -F'htnks Brim:\ ;3_125 \velnic l-c,ler,ti "dy. `\ `?i i ? w'),5 Ph' =7' pertnitcenter@citvolfcderalway.com From: Tacoma Design [mailto:tacomadesign©signsbytomorrow.com] Sent: Wednesday, February 26, 2014 2:55 PM To: Grace Skidmore Subject: 2500 SW 336th Ave -Twin Lakes Freestanding Sign Permit Hi Grace, It was brought to my attention that our firm, Signs by Tomorrow, was listed as the contractor for a freestanding sign, footing and electrical application that was recently submitted by another contractor overseeing the 1 • 'improvements to a property located at 2500 SW 336th Street in Federal Way is freestanding sign is being done in tandem with another contractor who is doing the footing and electrical work. Our firm is providing the double face cabinet sign along with some wall signs that are currently in review, and our subs will be attaching and making the final electrical connection to a pedestal that is being provided by others. I would prefer that our firm not be listed as the contractor for the footing or electrical work as we are not licensed for that type of construction and that portion of the project is not on our scope of work to administrate or subcontract. If there is another way of approaching this to ensure that all contractors involved are in compliance with city ordinances, and that the permits associated with this address can be reviewed and issued efficiently, please let me know! Thank You and Kind Regards, Tim Nelson Signs by Tomorrow P: 253.475.7446 F: 253.475.8585 E: TacomaDesignSiqnsByTomorrow.com W: http://www.SignsBvTomorrow.com/tacoma/ 2 III • Grace Skidmore From: Tacoma Design <tacomadesign@signsbytomorrow.com> • Sent: Wednesday, February 26, 2014 2:55 PM To: Grace Skidmore . Subject: 2500 SW 336th Ave -Twin Lakes Freestanding Sign Permit Hi Grace, It was brought to my attention that our firm, Signs by Tomorrow, was listed as the contractor for a freestanding sign, footing and electrical application that was recently submitted by another contractor overseeing the improvements to a property located at 2500 SW 336th Street in Federal Way. This freestanding sign is being done in tandem with another contractor who is doing the footing and electrical work. Our firm is providing the double face cabinet sign along with some wall signs that are currently in review, and our subs will be attaching and making the final electrical connection to a pedestal that is being provided by others. I would prefer that our firm not be listed as the contractor for the footing or electrical work as we are not licensed for that type of construction and that portion of the project is not on our scope of work to administrate or subcontract. If there is another way of approaching this to ensure that all contractors involved are in compliance with city ordinances, and that the permits associated with this address can be reviewed and issued efficiently, please let me know! Thank You and Kind Regards, Tim Nelson Signs by Tomorrow P: 253.475.7446 F: 253.475.8585 E: TacomaDesign@SignsByTomorrow.com W:http://www.SignsByTomorrow.com/tacoma/ 1 • RES U B M ITTpE DTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South CITY OF .ire MAR 31 2014 Federal Way,WA 98003-6325 • Federal Way 253-835 2607;Fax 253-835-2609 CITY OF FEDERAL WAY www.cityoffederalay.com CDS RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. ** ANY CHANGES TO DRAWINGS MUST BE CLOUDED. Project Number: 14-100858-00 Project Name: Twin Lakes- Freestanding Sign Project Address: 2500 SW 336th Street- Federal Way WA 98023 Project Contact: Jeff Brown Phone: 253.606.8324 RESUBMITTED ITEMS: #of Copies ** Detailed Description of Item 2 Revised elevation drawing showing setback and landscaping and explanation of harmonious pedestal **Always submit the same number of copies as required for your initial application.** Resubmittal Requested by : Kari Cimmer Letter Dated: 03/27/2014 (Staff Member) OFFICE USE ON Y RESUB#: Distribution Date: �3`\ By: Jx Y Dept/Div Name # Description Building Planning , PW Fire Bulletin#129—January 1,2011 Page 1 of 1 k:\Handouts\Resubmittal Information I 0 II . r DHP - Engineering Memo #1 El Pemoh Log Pageloflo .." Structural Building Consultants From ❑Confr. 25964 l29Th Place SE,Kent,WA 98030 Gary Stielow 0 Info. 1 pia Phone(253}220-0848 Distribution: Date: 1/27/2014 Time: Dean Peyton Project: Twin Lakes Place Sign Foundation Project No. 14.011 Person: Jeff Brown Phone No. 206-922-8007 Company: Creoworks Fax No. Subject: Foundation for Sinage Sent Via Fax 0 E-Mail© Billing File 0 Jeff, Please see the attached details A & B for the foundation plan and footing/pedestal dimensions and reinforcement. The footing/pedestal have been designed to accommodate the gravity and lateral loads from the sinage,based on the dimensions indicated in your attached sketch(see page 5), and based on a total sinage weight not to exceed 6501bs. Please note that any modifications to the sinage dimension or weight in excess of those indicated will necessitate a re-design of the footing which may require modifications to the footing or reinforcement. If you have any questions on the above items, feel free to contact us at 253-220-0848. Sincerely, DHP Engineering, PS Structural Building Consultants Gary D Stielow Senior Engineer Enclosure: Foundation Notes Details A&B, Supporting Calculations 1�. ti 1' I ;-:- r.,.., ,_-, „---- ..,:,,,' r„P\t 4 r • 0 . TWIN LAKES PLACE SINAGE 'RA416 PROJECT#14.011 FOUNDATION NOTES . 1, CONCRETE TO BE Pc=2500 KSI AND MUST CONFORM TO ASTM C-150 TYPE I OR II. WATER TO BE CLEAN AND POTABLE AGGREGATES TO CONFORM TO ASTM-C33. 2. DETAIL FABRICATE AND PLACE REINFORCING STEEL PER ACI 3-15 AND ACI 3-18. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS,TIES OR SPACERS. STEEL REINFORCING SHALL BE NEW DEFORMED BILLET STEEL,GRADE 60 MEETING ASTM STANDARD A-16. 3. BOTTOM OF FOOTING SHALL BE A MINIMUM OF 18-INCHES BELOW GRADE. 4. PROVIDE SUBSTRATE AS DIRECTED PER A GEOTECHNICAL ENGINEER OR AS REQUIRED FOR COMMON STANDARD PRACTICE FOR THE SITE SOIL CONDITIONS (VERIFY WITH OWNER). 5. THE SCOPE OF THIS WORK IS LIMITED TO THE DRAWINGS ENCLOSED. VERIFY ALL DIMENSIONS WITH THE ARCHITECT/OWNER PRIOR TO CONSTRUCTION. .. • • Minn n DHP- Engineering, P.S. ,::i,; o Structural Building Consultants JOB# lg.All SHEET 3_OF RM Phone(253)220-0848 DESIGNED DATE PROJECT Wtt3 uhr-05 TWO" 51A1666 CHECKED DATE Ex to t. 1 Ei 1.1-0`1 t4 J 1515Vavr) 7 r--~ - - - -- -7 I - _ 4Z y , vir- � - 1 .. i , 1 H i o i i is t,, e 4 1 i I 1 �1 'A51.t c_t� �_ i NDt,c krsS grr-, 258-AA) V'etterSTAL, t... _ -0 _ _ J 1Ly't Ste' ?ot.K DA' UN%) NCJCES -o2.. AbT> trtarQl ve.C.. StOcItut ILE l€tj t ' occ rt NC-t 'E'LAN ® Sl✓vi,%6 EISt i 1 .f ! • : ! DHP- Engineering, P.S. iii41,E`` ` 1 Structural Building Consultants JOB# « SHEET 14 OF F:r AMP Phone(253) 220-0848 DESIGNED DATE '''--' PROJECT ' WOO LAY-E=..-" G 51066 CHECKED DATE 89 g1114.1..X S t'` ti3t DT i"-- 1St WO 1Fcvle_"NZ GNW-. ...T l} -- 1 1 1 I •� Fra' w! .s•TAAZokin. Z'r C.t_bZ.. / 1 t" 'D6► TIL.C- ---f+ (2) 4 tb2tz c�-rt ACL Co n'. t N 'Pel>s'STA--. • iv 67 eA.va-• /A WAV1 4 �a)4s ttee.t z. 4 co w- . J T Set .54 1_o" 4 I.- 440 y t�_D�i 1 a 4 go.G. -CtioCi Ga .5L • • WJ • 15 " • 51 " 12 " 9 " 1 1/2" CV 2500 51/4" 111 1 1/2" all1.11 corn N e- CA - 111111111 1 1/2" CONCRETE PEDESTAL BY OTHERS GRADF BELOW GRADE 16 " BY OTHERS • • • of moi! DHP- Engineering, P.S. Iori �•Structural Building Consultants JOB# SHEET OF 1 ._-AVM Phone(253)220-0848 DESIGNED DATE PROJECT CHECKED DATE 14\0Vw xi /stG'J c= T1;>,eenc 7 stC-� N 1{-t' 4. GC-0 fre w Et d• ) revs.( Amax. s et-5 (ti.$)- 42.75Z4. A &44.6 2.oW = c )T of s t6 N t 5D Pc:F oft co&t. 'moi akosi" tv faco Tik.. (NW{ � V� 1t7.iipk.vex, am. $.) c`h Ce, AS s/K = 1.0 jr ?/A .2 4.%c s 0.47 z (cans'c nor RecAb) Cc : L.74 (c ae 4& 4 k D, oo ZSb (AS.) (.0(O.os-) Eto = lS Fs.e ( :-.0. SS ( c , ) t� EtC� _ 15-(1.144)0.85= 22.zpse q� e C P. As = is (1.74)D.06*(412..75(2e)- q`{Seb of r 1 • • awl DHP- Engineering, P.S. IriJOB# � .491( SHEET ? OF Structural Building Consultants Phone(253)220-0848 DESIGNED DATE — PROJECT CHECKED DATE y th ( 20"k;'5 ) _ !�$fa' (awns) *qt. (4) /4r) T'af 40211, (feaDa5T*4 S4s tO 4 vsz q 8tar, (Lx.1) L ztt yt 9441NA ( 1) 45cd rr cs Lice,'Maher] keep, 3'-y" w ' rre% sit -its 60/ 4I - g ko:C. 161A3? lc) TYLLAISI6V-' OV Iwixaswv... (Assta40- dALFT064.-84) Zu _ 2.25 k. 14 (six) o.ayo in&RP digilmes la tta.G. �c 3,I��as)4A (!XB� o.e2 Cr okg) II 0• Project Title: d ' t DHP Engineering,PS Engineer: Project ID: v = Structural Design Consultants Project Descr: 253-220-0848 • • Pnnted 14 JAN 2014 3 40PM Wall Footing elver c,Inds Gioia a4B4A ICNEUM s ae6 Lic.#• KW-06004293 Licensee:DHP ENGINEERING Description: Footing M Sign . Code Rohronces Calculations per ACI 318-05,IBC 2006,CBC 2007,ASCE 7-05 Load Combinations Used:ASCE 7-05 General Information Material Properties Soil Design Values Pc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 300.0 pcf Concrete Density = 150.0 pcf Soil/Concrete Friction Coeff, = 0.40 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Reference below Surface = 1.50 ft Analysis Settings Min Steel%Bending Reinf. = Allow.Pressure Increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when base footing is below = ft Min.Overtuming Safety Factor = 1.50 :1 Increases based on footing Width Min.Sliding Safety Factor = 1.50 :1 Allow.Pressure Increase per foot of width = ksf AutoCalc Footing Weight as DL : Yes when footing is wider than = ft Dimensions _ Reinforcing Footing Widti = 3.250 ft Footing Thicknes = 18.0 in Bars along X-X Axis Wall Thickness = 16.0 in Rebar Centerline to Edge of Concrete.. Bar spacing = 9.00 Wall center offset at Bottom of footing = 3.0 in Reinforcing Bar Size = # 5 from center of footing = 0 in + 1.24^ ., x )(7---11111111E---' - - - V-7-1/2"7. 3" 7. #5btrs�9Ino.c. Applied Loads - - -- - --- - ---- - D Lr-- - - S W E H- P:Column Load = 0.550 k 0B:Overburden = ksf V-x = 0.2110 k M-zz = 1.001 k-ft Vx applied = in above top of footing DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9428 Soil Bearing t414 ksf --- 1.50 ksf +D+0.750L+0.750S+0.5 PASS 1.580 Overturning-Z-Z 1.318 k-ft 2.082 k-ft D PASS 4.028 Sliding-X-X 0.2110 k 0.850 k D PASS n/a Uplift 0.0 k 0.0 k No Uplift • PASS 0.0280 Z Flexure(+X) 0.7559 k-ft 26.996 k-ft +1.40D PASS 0.0 Z Flexure(-X) 0.0 k-ft 26.996 k-ft No Moment PASS n/a 1-way Shear(+X) 0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a r- • • Project Title: q IIIMII DHP Engineering,PS Engineer: Prosect ID: r Structural Design Consultants Protect Descr: • lirl 253-220-0848 • Pnnte4 24 JAN 2014,3 49PMA File=L12014110484A-8\CNEUMFhG.EC6 WAIT Footing ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.8.13.8.31 Lic #. KW-06004293 Licensee:DHP ENGINEERING Description: Footing @ Sign • Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allowable Xecc Zecc +Z +Z -X •X Ratio --------- - - ------ -- -- - ----------- --------------- .D Only 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0,943 •+D+L+f 1 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0.943 ,+D+Lr+i l 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0.943 ,+D+S+H 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0.943 +0+0.750Lr+0.750L+H 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0.943 .+D+0.750L+0.750S+H 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0,943 ,+D+W+H 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0.943 .+0+0.70E+H 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0.943 .+090.7501r+0.7501+0.750W+H 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0.943 .+0+0.750L+0.750S+0.750W+H 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0.943 .+0+0.750Lr+0.750L+0.5250E+H 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0 943 .+D+0.7501+0.750S+0.5250E+H 1.50 ksf 12.340 in 0.0 ksf 1.414 ksf 0.943 ,*0,600+W+H 1.50 ksf 12.340 in 0.0 ksf 0.8485 ksf 0.566 •+0.60D+0.70E+H 1.50 ksf 12.340 in 0.0 ksf 0.8485 ksf 0.566 Overturning Stability Units:k-ft Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status _ .D 1.318 k-ft 2.082 k-ft 1.580 OK Sliding Stability -- -- -- - Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status .D 0.2110 k 0.850 k 4.028 OK . Footing Flexure Flexure Axis&Load Combination Mu Which Tension @ Sot. As Req'd Gym.As Actual As Phi*Mn k-ft Side? or Top? in"2 in"2 in"2 k-ft Status ,+1.400 0 -X Bottom 0.3888 Min Temo% 0.4133 26.996 OK ,+1.400 0.7559 +X Bottom 0.3888 Min Temo% 0.4133 26.996 OK +1.20D+0,5OLr+1.60L+1.60H 0 -X Bottom 0.3888 Min Temp% 0.4133 26.996 OK ,+1.0D+0.50Lr+1.60L+1.60H 0.6479 +X Bottom 0.3888 Min Temo% 0.4133 26.996 OK +1.20D+1.60L+0.50S+1.60H 0 -X Bottom 0.3888 Min Temo% 0.4133 26.996 OK +1,20D+1.60L+0.50S+1.60H 0.6479 +X Bottom 0.3888 Min Temo% 0.4133 26.996 OK •+1.20D+1.60Lt+0.50L 0 -X Bottom 0.3888 Min Tema% 0.4133 26.996 OK .+1.20D+1.60Lr+0.50L 0.6479 +X Bottom 0.3888 Min Temo% 0.4133 26.996 OK .+120D+1.60Lr+0.80W 0 -X Bottom 0.3888 Min Tema% 0.4133 26.996 OK +1.200+1.60Lr+0.80W 0.6479 +X Bottom 0.3888 Min Temo% 0.4133 26.996 OK ,+1.20D+0.50L+1.60S 0 -X Bottom 0.3888 Min Tema% 0.4133 26.996 OK ,+120D+0,501•+1,605 0.6479 +X Bottom 0.3888 Min Tema% 0.4133 26.996 OK ,+1,20D+1.60S+0.80W 0 -X Bottom 0.3888 Min Tema% 0.4133 26.996 OK ,+1.20D+1.60S+0.80W 0.6479 +X Bottom 0.3888 Min Temo% 0.4133 26.996 OK +1.20D+0.50Lr+0.50L+1.60W 0 -X Bottom 0.3888 Min Temo% 0.4133 26.996 OK .+1.200+0.50Lr+0.50L+1.60W 0.6479 +X Bottom 0.3888 Min Temp% 0.4133 26.996 OK ,+1.20D+0.50L+0.50S+1.60W 0 -X Bottom 0.3888 Min Temp% 0.4133 26.996 OK ,+1.20D+0.50L+0.50S+1.60W 0.6479 +X Bottom 0.3888 Min Temo% 0.4133 26.996 OK +1.20D+0.501+0.20S+E 0 -X Bottom 0.3888 Min Tema% 0.4133 26.996 OK +1.20D+0.50L+0.20S+E 0.6479 +X Bottom 0.3888 Min Temo% 0.4133 26.996 OK .+0.900+1.60W+1.60H 0 -X Bottom 0.3888 Min Tema% 0.4133 26.996 OK +0.90D+1,60W+1.60H 0.4859 +X Bottom 0.3888 Min Tema% 0.4133 26.996 OK +0.90D+E+1.60H 0 -X Bottom 0.3888 Min Tema% 0.4133 26.996 OK +0.90D+E+1.60H 0.4859 +X Bottom 0.3888 Min Temo% 0.4133 26.996 OK One Way Shear Units:k Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu!Phi*Vn Status +1.400 0 psi 0 osi 0 psi 75 osi 0 OK +1.200+0.501r+1.601+1.60H 0 psi 0 psi 0 psi 75 psi 0 OK +120D+1.60L+0.50S+1.60H 0 psi 0 osi 0 psi 75 Del 0 OK ' +1.20D+1.60Lr+0.50L 0 psi 0 psi 0 psi 75 psi 0 OK +1.200+1.60Lr+0.80W 0 psi 0 osi 0 osi 75 psi 0 OK +1.200+0.501+1.60S 0 psi 0 psi 0 psi 75 psi 0 OK +1,20D+1.60S+0.80W 0 psi 0 osi 0 psi 75 osi 0 OK I 1 1 F • Project Tide: • ' DHP Engineering,PS Engineer. Project ID: 10 i SUucturai Design Consultants Project I)escr: 4. _ 253-220-0848 • -- —J—_---- --------' _ Pnnted 24 JAN 2014.349P Wall Footing s Vsse ,NC1933-2013,a : a ta • Lic #.KW-06004293 Licensee:DHP ENGINEERING Description: Footing @ Sign One Way Shear T — — Units k– Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn ___ Vu I Phi'Vn Status +1.200s0.50Lr40.50L+1.60W 0 osi 0 osi 0 osi 75 osi 0 OK +1.20D+0.50L+0.50S+1.60W 0 osi 0 osi 0 osi 75 osi 0 OK +1.200+0.50L+0.20S+E 0 osi 0 osi 0 osi 75 osi 0 OK 40.90D+1.60W+1.60H 0 osi 0 osi 0 osi 75 DSI 0 OK +0.90D+E+1.60H 0 osi 0 osi 0 osi 75 osi 0 OK . ... il* . 0 0 . , 11117'Cil -L1 11/1202) r PLANS APPROVE g:, rt SITE PLAN + PERMIT DRAWINGS 2500 SW 336th STREET - FEDERAL WAY, WA 98023 ID' ' // ' PAGE 1 PARCEL# , 1321039096 at ...,. * 8 8 Arii ot g 0 , „ „-.., I ., „ SW 336TH STREET sik -- - v - „---. - VACAN...,„.1._ CATNIP THE CAT HOLLYWOOD . , 0 SUITES DQCTOR T N . i #4,....„ :: . A=MONUMENT-28./5sf °I ..4 B=2'x121.5"WALL SIGN-20.2,5sf .... ---- 4 :LAilkl,,, ''., 7. a W C=2x121.5"WALL SIGN -20.25finA Petint;4_,T6 .,3,7'111 thhe - D=2)(121.5"WALL SIGN -20.25sf vii4.1000 E=2x121.5"WALL SIGN-20.25s1 - " . MITI 0 ' ' e to ,,: A. MONUMENT SIGN ATTACHED NENE 4,........—. , N .1,. A TO EXISTING CONCRETE PEDESTAL .. 11 , •' ' -." 'a .,.., rs f...tef444-fieQcof..- . - . . ., • A I11" 11111121 Ili iiii. - 1_0t al '44hilliiiiiiiiiimitig° il% _ ,..-'-'., ' „ 9 or a 01 1140 * 8 8.8' 4I1W i Ilr•-•""-- ,„ e . , , •4- - ',41 * ' „,' ,`#tit '',',' „, silt -..„ ,-..,,,,,,,,,.- -.-:i-t ' , 0 -c) --> -1:) • > 73 0 r;1=1 ni L__ 73 ipir„to ‘ , „ , :Is v .. birtg ,a,.. iEit rti t , '- - ' I-. ,tillli .. - - '-4... ,,,,-.1,,-0 .---;--,-....- - . EilIl . ..., , k.................._ . - 70' B0*— - ., 4-1 -F >' 03 , rN 0 ------'9i — . le , Date • /7- ._• co co ,..„ 0 c....) ._. Ma+ • .• . :1,2 '71 /10 'Mt. •rn APPLICANT: SIGNS BY TOMORROW - TIM NELSON - o: 253.475.7446 / c: 253.375.7446 / a TacomaDt:l , 9. , i ., 4 'FZIli '.1 9/11/(i FEB 2 4 2014 I CITY OF FEDERAL WAY CDS 6 0 0 fb 9 . , 1 ,k.:,, '----------____ ---L------ ' ii ---__:-_-_-23 4.4040,04- I ' tik9 11 II 0* /Agrf147V'N'\\N\ 11-- 1 , IL , \\. .4tor Airoro RELOCATED OVERHEAD LIGHT POLE i ,lk 597.11" - . "PPAA L ,,-- _./ EXISTING A.C. PAVING '1_6,00. u-PP\-10evy pwri 1 itt tsar .. - ti)Iiiial ;#, (46 emAileopi Pis-i .044x- , ; op-ze NA 7x to 1 1 1,4 I • GI, ,xx i 1 04k42 taw._ , -' fx.t6-446 ct4e-ei . --i-- " ,?.) Ft2.04wpre,o r4Valw 4110 7,i.41 tdi Nu 11/1141--41 04• I ';•A I 1 ' %; i li ___0(147-1,4‘r/ I frA- eizicd, sivAwtik ------ Fito-nptiot- At)? 1 \ ............. .... .... ........ ..... ammo MillimimmilM1111111•••• mim. Ai 1111Minmanir ammo aemlib momears.snommomino essmm ems ti" 1 Fr4E*4111( ::::•1:. /Ilk ..• •••••••a. e• •••• •.s*.. ' 'qr SW 336TH STREET `-x-ftwe vt''.-- 0-by .....•:::::•::.•:.- .... ..... .......i. • • •.••••: . • ••••• .. :• i CREOWORKS. Twin Lakes Retail Center Momument Sign Plan 0 • • • CONSTRUCTION AND ATTACHMENT DETAILS INTERNALLY ILLUMINATED, DOUBLE FACE MULTI-TENANT SIGN PAGE 4 . -_� _ A NS AFRO, � .; SIGN CABINET WEIGHT 475Ibs — —-- —_ DAT 14. 7 ROUTED ALUMINUM FACE BACKUP ACRYLIC INTERNALLY ILLUMINATED ------------ - ;; r.,,,r,v, 1/2" ALUMINUM PLATE T 1-- 10 . -10 -2504-1, it, WELDED 7d CABINET EXTRUSION AND ALUMINUM ALUMINUM REVEAL 1 REVEAL 3/4" WEDGE ANCHOR i i i °p 8.5 " EMBEDMENT INDIVIDUAL POLYCARB Y. ,-fogz - .`• TENANT PANELS ` w/SURFACE FCWHO _ __ __. APPLIED VINYL LAMPS CONTENT ,w CONCRETE BASE PLATE WELDED (PROVIDED BY OTHERS) TO CABINET EXTRUSION DIE CAB w/2.5" EXTRUSION • WIREWAY AND ALUMINUM REVEAL ALUMINUM ` w/SPRING – --" DIVIDER n-,',- LAMP HOLDERS I =I BARS I w 0 esN ---I-1- I I ,3 III 1.5" ALUMINUM .�..-_--- -- 45 ,� I I 1/2 ALUMINUM MOUNTING ALUMINUM I DISCONNECT REVEAL — — 48„ — PLATES EXTRUSION SWITCH 54" ALUMINUM HO BALLAST � I4_. _-_- _ _____..._.. __._.,_.._..____________________ REVEAL - CONNECTED TO "" EXISTING 120V CIRCUIT MAXIMS*TIM(AMO WAR CA AC llE]'OR MA'iC I Lag OAy "�•."•.r�>'y�✓TL C*�.v�#s�`. '�,�t<si iGOSt:� ...._ _ _..._----�------ -.._.. -..._�...-... ... Nsetllnu�N+rGar Anshan "'s wk LEGEND: F� Ermillefo Peet sig! `z .. w . .� Sappited ups; --aaka X4)FASTENERS AS SH' X=Attachment =Welds APPLICANT: SIGNS BY TOMORROW - TIM NELSON - o: 253,475.74461 e'. 253.375.7446 / e: TacomaDesign@SignsByTomorrow.com 111110 • 0 0 • DOUBLE FACE MONUMENT CONCEPT 2 - PLANSAPPRO G$. "5Sf WEIGHT 4751bS DAT-07 )4f PAGE 2 Aet SCALE:3/4' =1' SIDES ALL EXPOSED ALUMINUM SURFACES f INTERNALLY ILLUMINATED PAINTED TO MATCH ADDRESS NUMBERS 15 " -- 3M 230 125 FRONT/BACK i 12" • , MANGO 51 " -. 1 9" - 11/2" 2500 ,a" N moseffig_i,lit . Anii$ _ , , xSPC p4� t✓ 1r fc�obTAN i �� c * Bring out ourcelcty glow II- N . Ati* r 7 \ goii qr \ I a . .,x., T I?_-1_. # I\\\\! . \yr \ .' alt 'R , . 4 mirs, Y 1 {11994:ceptift . 1 1 1/2" r "1111, CONCRETEPEDESTAL BY t', t 4 ELE °s CAt.BY 0.L t--- scV E nea o DIstailt t, .asst E• 1' = FLUORESCENT ILLUMINATION-INTERNAL CONNECTED TO EXISTING 120V CIRCUIT APPLICANT: SIGNS BY TOMORROW - TIM NELSON - o: 253.475,7446 i c: 253,375+7446 / e: TacomaDesign(4SignsByTomorrow.com - DOUBLE FACE MOlvJMENT CONCEPT 0 0 • RE-SUBMITTAL PAGE 1 A- hninivrik...si of 54 u/ f a1/411,e. re4secoiamdsmpt., SCALE: 3/4" =1" . - SIDES / _,,,___ip_. 4,,) iD ix 1444-fcci matiAA:44- loNiu;‘, -2 Vail 15 " — -:. - „. 6/0Po I WI/ L_• i i 1 PI.A...." • FROryCK 12 " ., , . 4,•.. 4,.,,,.:;,._.-. : - .,. • /-; 1 ,, 0 . ...., 4T,RAI -.la ....'• , . 51 " 9 II ." • :,'.....V.i, 4k '.;:-t'4,i - . •,- --4,2 I • C raard01,4 CrIQE...or,rir ,..1 M1.4,4 t '0 ' / e, 4. , • (i) AAVAI.9.1 • lit Y4 1,61.A Im if Moll( Er IA kJ X -Cr :!1 '''..,. 0 _ • ' !a 1 (TIFII ! 1/2" ,, 4.- 1 o ILE, 1,4, EE,IL.. PEEP FL. ..€111111 i AL, . 41•• 'A: Sikp:. 0 • ",'' 2500 Z-...1 5 1/4" ,- 4 ' -- - ,-. • .;PA . (,.:094 ), . i, a_ *AIL ...LL) E E F ., E LAVIlv. al 11D111,1 01,, 0.-1,01D, HA ,1",.. ( ) CD ' - _ J..,:ao: 0 TRIANCLA_AR SPAM DETAL ri - MOM= 1 1/2" rBLUE OAT GRASSA 1E T .--ULJ h. « 0 IOW 52 IP ' P . y, ' • ri• 1 Little Cae Imaidhoir saris • toA at 2)octor :h , 1:4 wir i • . c... .i •, . , t --."111.• , - .....P * * 4( . HOkLYWdODTAN N- 4 : - -• - -• . ..o. . 1 Bring out your cebrIty grow e .1 . •-• • . U? - ....-• -2 p - ...... • \ 0) •••• 1 2500 . . , i 7,-Little ...,• q• Catnip (Suites boarding Ibilltir :,.., 1 '----4i5\'C'rzt/7)octor ,F F.1 „...0.41" II .,.., .....-- ovideCTUAL SERMIkik -..----- Catnip Suites 1411011011111 004145. 40* EMMEN 1 1/2" NIA‘"\-*1 :" ) - 1214*-- --4- ---, , 4•44,, 4" NATURAL FINISH CONCRETE PEDESTAL TO COMPLIMENT COLOR SCHEME AND ... AESTHETICS OF PROPERTY = PRAFW ii._ . PROPOSED,INSTALLATION ...1111.11111K..- CAL.F.:,., 1147=1' -inehout coalinl o 6A st rel w red- 16 " *ACTUAL PLACEMENT, QUANTITY AND APPEARANCE OF BLUE GRASS WILL BE DETERMINED . pvi ar +0 p;therNri5. BY LANDSCAPING SPECIALIST. RESUBMITTED • APPLICANT: CREO WORKS - JEFF BROWN - 0: 206.922.8007 / a 253.606.8324 / e: Jeff@CreoWorks.com MAR 3 1 2014 CITY OF FEDERAL WAY CDS