Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
17-102382
O ,, Sign City of Federal Way Permit #:17-102382-00-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: RANCHO BRAVO Project Address: 31646 PACIFIC HWY S Parcel Number:092104 9292 Project Description: Install(2)wall cabinet signs,(1)channel letter sign and(1)pedestal sign.Attached to existing J- Box. Owner Applicant "0 Contractor HYOUNG SOO KIM GLORENE AND RAY GEORGE ,I' S16N POST INC(ELECTRICAL) 1812 S 320TH ST 2019 E BAKERVIEW RD vip GNPI'066PK(10/12/18) FEDERAL WAY,WA 98003 BELLINGHAM WA 98226 9 E BAKERVIEW RD • INGHAM WA 98226 Free Standing Sign Infor l -tion Reg.# Sign Type Illuminated #Sign Setback n e S ce Sign Height Base Landscape Faces ft. I. (Ft. ig (Ft.)I (Ft.) Height(Ft.) Area(Sq Ft.) Sign A na Pedestal Yes 1 9.00 6.00 7.00 2.00 36.00 )/kdP •1 •NZ' I Sign is ation Reg.# Sign T - Iated #Sign Sign Face Sign Face Building 4\440411 vv Faces Width(Ft.) Height(Ft.) Elevation Sign A N/A Ch. t -1 Letters 1 Yes 1 9.00 4.00 West Sign B West , C Yes South Sign C S44, Cabinets* Yes 1 10.00 3.00 South Ad r nal Permit Information Comprehensive Plan Designa on ter Core Zoning Designation CC-C PERMIT EXPIRES Tuesday, 19 December,2017 Permit Issued on Thursday,June 22,2017 I hereby certify th- the above information is correct and that the construction on the above described property and the occu• ncy and th use will be in accordance with the laws, rules and regulations of the State of gton and the City of Federal Way. / Owner or agent: , Date: ....... l i-- ' r ill& THIS CARD IS TO REMAIN ON-SITE CITY OF s Construction Inspection Record Federal Way INSPECTION REQUESTS:(253)835-3050 PERMIT#: 17 102382 00 Address: 31646 PACIFIC HWY S Project: HYOUNG SOO KIM FEDERAL WAY WA 98003-5408 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. El Footings/Setback(4110) 0 Final-Electrical(4055) 0 Final-Sign(4085) Approved to place concrete Approved Approved By 4/4 Date 1 5 / By Date By Date , El Attachment(4010) Approved By Date • 0 Rough Electrical 0 Final Electrical 0 Right of Way Approved Approved Approved By Date By Date By Date J 1 .sQ s s- cs • 7 g . . • r lb I • RESUBMITTED HAY 2 5 2017 CITY OF SIGN PERMIT Federal Wa Ci�a�FEDER..A.L.NJAY �► "OMMUNTY DEVELOPMENT APPLICATION PERMIT NUMBER 1 7 - 1 o 2. " 442-_ _ S C7 TARGET DATE W 1 15 11 SITE ADDRESS 3 tip Lite 'Vc C‘ C BUSINESS NAME ON SIGN `l. `C L 'c c O ASSESSOR'S TAX PARCEL# 6 1 PH I) -k. - C\ Ot 9 a ZONING DESIGNATION ELECTRICAL INCLUDED(Attaching to existing J-box) eNo PROJECT VALUE $ 1 at, O 00 DETAILED PROJECT DESCRIPTION k/Of0\ SCIA-5 1 0) V\40Vkkia-YUI-ltd— )(KUM./ be3>n • I SIGN OWNER: NAME PRIMARY PHONE Q \ckAn ? v‘t� �o (ate) 59 - fotoY MAILING AD ESS FAX NUMBER IDel C . LVlc... a--' ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS `7.eet{lRQ 10 R °i. .1 a rt...na,,,obrqNci-tacc>srnck�I CONTRACTOR: ' NAME OFFICE PHONE .'Ek - .RES .1► nr , (3 0 ) rap -3 t - t 39 CELL PHONE a D\\ . BciC..Qcc & 12d, ( ) - CITY STATE ZIPIPCODE E-MAIL ADDRESS : e<\ ce�q . AO..W\ Wk. "l`/'D--2-k-4) olo ne 1e- isYlpim-,Ce.l,) WA STATE CONTRACT,R'S LICENSE: EXPIRATION DATE: DERAL WAY BUSINES LICENSE: 5k GN Pt*olpSv r-' APPLICANT NAME PRIMARY PHONE )c ,' QS C k-irek.c- {- ( ) - MAILING ADDRESS FAX NUMBER ( ) CITY STATE ZIP CODE E-MAIL ADDRESS PROJECT NAME ln� PRIMARY PHONE E-MAIL ADDRESS: CONTACT QCli -co %. (3Otill 13 1.3 Y0.t1r-1 1 C>r ion ,cl 'j 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. `I SIGNATURE ./ 0' DATE: 5 • PRINT NAME ®, ' : : .! Jae! 0 PERMIT CENTER+33325 8Th AVENUE SOUTH+FEDERAL WAY,WA 98003-6325+253-835-2607+FAX:253-835-2609+permitcenter(n:,cityoffederalway.com r � • • PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN FREE STANDING SIGNS SIGN TYPE SIGN AREA ILLUMINATED? LANDSCAPING TOTAL BASE (Monument,Pedestal,Pole) (#of faces x 2) (square feet) HEIGHT HEIGHT A ecblro.\ 49Lor l b' ► I 81' 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 ' VYLX \ 0.- - ac? •fs t 3ass E LARGEST EXPOSED BUILDING FACE(SQUARE FEET):_ ` .t)Ct? 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 q1C) tzliq 660 Olds zoy� .Ik ti 3� Bulletin#102-May 3,2016 Page 2 of 3 k:/Handouts/Sign Permit Application • • w SIGN PERMIT SUBMITTAL CHECKLIST APPLICATIONS WILL NOT BE ACCEPTED AT THE COUNTER UNLESS ALL REQUIRED INFORMATION IS PROVIDED SUBMITTAL REQUIREMENTS FOR ALL SIGN PERMITS tOe COMPLETED PERMIT APPLICATION ❑ APPLICATION FEES ❑ TWO(2)COMPLETE SETS OF PLANS(ASSEMBLED AND STAPLED INTO SETS) ❑ MINIMUM PLAN SIZE—11"X 17" ❑ PLANS DRAWN TO SCALE AND SCALE PROVIDED ❑ SITE PLAN: VScale (1" = 20') ti, Location of ALL proposed signs, including refaces xp/ North arrow Each sign alpha labeled consistent with application Property lines and building footprintca a Ing signs to remain L iecLerf n — Lo . '. . .II - •• • :- -. ADDITIONAL REQUIREMENTS FOR WALL MOUNTED SIGNS ❑ ELEVATION DRAWINGS 0 DETAILS ❑ Scale ('/s" = 1') ❑ Scale ❑ Location and size of all signage including: lc✓;ign materials, color and illumination type ❑ Existing signs to be removed pp7 Actual weight of sign or individual letters ❑ Existing signs to remain on each façade ,9 Cross-section showing scaled width of sign: ❑ Proposed signs if canopy or awning, show entire building • X Dimensions of each building face or suite facade eluding awning/canopy and color scheme Calculated total building face area Method of attachment, size/type of VCalculated total sign face area OR connector AND Calculated total area of individual signage i)/ Site-specific installation details (what sign is components (letters, numbers, logos, etc.) attached to in field), placement and Each proposed sign alpha labeled consistent onstruction with applicationach proposed sign alpha labeled consistent with application ADDITIONAL REQUIREMENTS FOR FREE-STANDING SIGNS 0 LANDSCAPING PLAN(IN ADDITION TO OVERALL SITE PLAN) 0 ELEVATION DRAWINGS ❑ Minimum scale 1" = 20' 1p` tale ❑ Footprint and dimensions of sign Sign materials, color&illumination type ❑ Setbacks from property line(s) V° Sign face/panel/base dimensions CI Show point of measurement for location of V Calculated total sign/panel area property line(s) using fog-line, sidewalk, ❑ Base materials &how harmonious w/building nd/or edge of pavement Foundation type Show location of driveway(s) and street(s) Alpha labeling consistent with application ❑ Dimensions of landscape area gCROSS-SECTION Type & location of landscape vegetation ❑ Scale ❑ Edge of landscaping area Calculated area of landscaping (minus footprint of sign) DETAILS ❑ Existing &finished grades surrounding sign ❑ Foundation/footing information 60119/1 ❑ Total sign height from average grade ❑ Wind load calculations (for signs 6'&over) Bulletin#102—May 3,2016 Page 3 of 3 k:/Handouts/Sign Pemvt Application { t Here is the lot with dimensions. The section highlighted in yellow is the street frontage by which the height and area of the sign is calculated (see FWRC 19.140.140(2)(c,d) above) ,� 092104 ,O 9241 co r-i 04 ,U O 1 • U ' A-1 `' TCO 17-1727 QN H 1 i, I r--I LC G4 I a013(� O I H , 4 1 N 89-19-09 w 37886# u, a g v270 9241 AV II 6.00 267+/- N ' 1r.0' �, E LOT 1 °92"4o '1 • A9 .05A"..-15. 92257+/-92 15480# E �=_ 270 +/- 9292 8 300 7 r-1 115 d• 285+/- 1 , ,n SIGN HEIGHT: 60 (lineal feet of frontage)/ 10 (division factor for lineal feet of frontage)x .75 (rate of calculation per code) = 4.5 feet tall* *Per the code(noted above), every applicant is entitled to a minimum height of 5 feet. So, the maximum height allowed on this piece of property, whether it's a menu board or a typical monument or pedestal sign is 5 feet. SIGN AREA: 60 (lineal feet of frontage)x 1 (multiplication factor for lineal feet of frontage)= 60 square feet total area of all sign faces** **Per the code(noted above), no sign face can exceed 40 square feet. So, the maximum sign area allowed on an individual sign on this piece of property is 40 square feet for a single sided sign or approximately 30 square feet for a double sided sign. V' i0 10 (eoservttni) ; 7D )iv -- 7 x IS -- S, IC • laldi 0 g;cat/0 4 .C)-( e-e) ee .e...ki m p arOur 1\1 rth0111 • RESUBMITTED rke. 5 'Pa JUN 13 2017 - 13- l7 CITY OF FEDERAL WAY COMMUNITY DEVELopmENT i 1 di I ;4 • , 4/101110 1 '? Io&3Zl1 R&t1dfk) VOpageloflo Zia S U L LAWAY 10815 RANCHO BERNARDO RD.,SUITE 260 LAWAY 1 SAN DIEGO,CA 92198 ENGINEERING PROJECTMANAGER@SULLAWAYENG.COM PHONE:1-858-312-5150 FAX:1-858-777-3534 PROJECT: RANCHO BRAVO,31646 PACIFIC COAST HIGHWAY SOUTH,FEDERAL WAY,WA DATE: 6/14/2017 PROJECT#: 14547-1 ENGINEER: BW CLIENT: THE SIGN POST INC LAST REVISED: 1' 8'-4" it 7,F I LE \ \ 6x6y," v SQ. HSS S . 0 r-- I f 1'-O" / 1 \ , 8" 4' \ 1 0 0 \ \ \/\\ - o / 4 Q d T..!. #4@4"TOP 32" d REMAINDER @ 12" O 4 \ °III 6-#6 VERT. BARS \ 12"x12"x3/a"STEEL BASE PLATE a' (4)1/2"0 HILTI HAS 1/2 OR \ A - J THREADED ROD SET IN 2,-0"0 , HILTI HIT-HY 200 EPDXY W/5" MIN. EMBED. DEPTH , ELEVATION BASE PLATE oo-\.i 1"i Deq vex pcior it, POOR . RESUBMITTED 4-1\ iZtD►�.r- a•u# vboti-s -to Ix- Nst=.ue. ;r JUN 1 3 2017 \-,s,p.U,t;on • GENERAL NOTES CITY OF FEDE•. WAY OOMMUNITY 1. DESIGN CODE:IBC 2015 11:1•4?,- AENT 2. DESIGN LOADS:ASCE 7-10 ,' " .,rjf 3. WIND VELOCITY 110 MPH EXPOSURE C ` NiA 4. CONCRETE 2500 PSI MIN. j air= '�tt 5. THREADED ROD STEEL ASTM A36 te 6. HILTI HIT-HY 200 EPDXY PER ICC ESR 3187 . 7. STEEL REINFORCEMENT IN CONCRETE ASTM A615 GRADE 60 468°°.;• 4' 8. PROVIDE MIN.3"CLEAR COVER ON ALL STEEL EMBEDDED IN CONCRETE ' 1`' 9. PROVIDE PROTECTION AGAINST DISSIMILAR METALS /M > 10. LATERAL SOIL BEARING PER IBC CLASS 4(150 PCF) 11. EXISTING CONDITIONS MUST BE VERIFIED IN FIELD • Fl Page 2 of 10 tysoadie (Ana • a3 V L.t-�Y Y l 1Y 10815 Rancho Bernardo RD.,SD,CA 92127 V L.t.. projectmanager@sullawayeng.com ENGINEERING PROJECT: RANCHO BRAVO DATE: 6/14/17 PROJ. NO.: 14547-1 ENGINEER: BW CLIENT: THE SIGN POST INC v3.2 building code; IBC 2015 units;pounds,feet unless noted otherwise Applied Wind Loads;from ASCE 7-10 F=qz*G*Cf Ar: ' with qZ=0.00256KZKZtKdV2 (29.3.2 &29.4) Cf= 1.582 (Fig. 29.4-1) max. height= 6.8 Kzt= 1.0 (26.8.2)(=1.0 unless unusual landscape) KZ from table 28.3-1 Exposure= c Kd= 0.85 for signs(table 26.6-1) V= 110 mph G= 0.85 (26.9) weight= 0.449 kips s/h= 0.780 Moi= 0.00 k-ft B/s= 1.56 Pole structure height at pressure Wind Loads component section c.g. Kz qz qZ*G*Cf Af shear Moment Mw 1 0.75 0.85 22.38 30.09 0.5 15 11 2 4.1666667 0.85 22.38 30.09 44.4 1337 5572 sums: 44.9 1352 5.58 (Mw) k-ft arm= 4.1 Pu= 0.54 kip M= 5.58 k-ft M=sgrt(M0L2+MW) Mu=sgrt(1.2MoL2+1.0MW2)= 5.58 k-ft Pole Design section; pipe M„>V1/44„ with Mn=fyZ f= 35 ksi •= 0.9 H MA-ft) Z req'd.(in) Size(in) t(in) Z Use at grade 5.58 2.13 3 0.216 2.2 6X6X1/4"Min.,4Mn=38.7 k-ft Footing Design footprint: round co= 1.3 (IBC 1605.3.2) IBC Table 1806.2,sections 1806.3.4, 1807.3.2 P= 1.05 kip S1 =Sxd/3 A=2.34xP1(S1xb) S= 400 S1= 579 d=0.5xA(1+(1+4.36x h/A)^.5) IBC 1807.3.2.1 A= 2.13 footing: 2' - 0" dia. , 4' - 4" deep • Page 3of10 S U 1 L A W!\AY 10815 Rancho Bernardo RD.,SD,CA 92127 1_ \1t Yprojectmanager@sullawayeng.com ENGINEERING Phone:858-312-5150 Fax 858-777-3534 PROJECT: RANCHO BRAVO DATE: 6/14/2017 PROJ. NO.: 14547-1 ENGINEER: BW CLIENT: THE SIGN POST INC building code; IBC 2015 units;pounds,feet unless noted otherwise Check 12"x12"x3/4"Steel Base Plate Tu= tension force per bolt(see HILTI Report)= 3.40 kips per bolt Pipe OD= = 6.00 in arm = [s-(0.95 x Pipe OD)]/2 = 1.15 in M = Tux arm x 2 bolts= 7.82 k-in b= bolt width= 8.00 in h= plate thickness= 0.75 in Z= (bh^2)/4= 1.13 inA3 _ = 0.9 fy= = 36 ksi (I)Mn= (I)xfyxZ= 36.5 k-in OK Page 4 of 10 CZ= www.hilti.us Profis Anchor 2.7.3 Company: Page: 1 Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: Date: 6/12/2017 ' E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: HHT-HY 200+HAS 1/2 Effective embedment depth: hof apfi=4.646 in.(he(,Arrxt=10.000 in.) Material: 5.8 Evaluation Service Report: ESR-3187 Issued I Valid: 11/1/2016 1 3/1/2018 Proof: Design method ACI 318-14/Chem Stand-off installation: eb=0.000 in.(no stand-off);t=0.750 in. Anchor plate: Ix x ly x t=12.000 in.x 12.000 in.x 0.750 in.;(Recommended plate thickness:not calculated Profile: Square HSS(AISC);(L x W x T)=6.000 in.x 6.000 in.x 0.250 in. Base material: cracked concrete,2500,fc'=2500 psi;h=52.000 in.,Temp.short/long:32/32"F Installation: hammer drilled hole,Installation condition:Dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Geometry[in.]&Loading[Ib,ftlb] Z tot ir 0 685 8 -ss cfs ` ' � lex` . f � z MARA • X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan • Page 5 of 10 Pia War" www.hilti.us Profis Anchor 2.7.3 Company: Page: 2 Specifier. Project: Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 6/12/2017 . E-Mail: 2 Load case/Resulting anchor forces y x.; Load case:Design loads O3 Q zy Anchor reactions[Ib] Tension force:(+Tension,-Compression) C sa Anchor Tension force Shear force Shear force x Shear force y 40 1 3401 338 338 0 2 123 338 338 0 cnsrb T n --sion 3 3401 338 338 0 4 123 338 338 0 r.,.z.:- max. max.concrete compressive strain: 0.17[%o] max.concrete compressive stress: 736[psi] resulting tension force in(x/y)=(-3.720/0.000): 7049[Ib] 01 0 ' resulting compression force in(x/y)=(5.434/0.000):7498[Ib] ?°1 3 3 Tension load Load Naa[Ib] Capacity$N„[Ib] Utilization dN=NuA N„ Status Steel Strength* 3401 6688 51 OK Bond Strength** 7049 7746 91 OK Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** 7049 8483 84 OK *anchor having the highest loading **anchor group(anchors in tension) 3.1 Steel Strength Nsa =ESR value refer to ICC-ES ESR-3187 4 NSa Z N„a ACI 318-14 Table 17.3.1.1 Variables Ase,N[in 2] fora[psi] 0.14 72500 Calculations N.,[Ib] 10290 Results Na,[Ib] 4 steel 4Na,[Ib] N„a[Ib] 10290 0.650 6688 3401 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hitti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt(AG,Schaan Page 6of10 1014111 www.hilti.us Profis Anchor 2.7.3 Company: Page: 3 Specifier. Project: Address: Sub-Project I Pos.No.: Phone I Fax: Date: 6/12/2017 • E-Mail: •• 3.2 Bond Strength Nag = AN (AN.. 0)V ec1,Na V ec2,Na V ed,Na V cp,Na Nba ACI 318-14 Eq.(17.4.5.1.b) Nag Z Nua ACI 318-14 Table 17.3.1.1 AN. =see ACI 318-14,Section 17.4.5.1,Fig.R 17.4.5.1(b) AwaO =(2 cNa)2 ACI 318-14 Eq.(17.4.5.1c) crla =10 daT°"a ACI 318-14 Eq.(17.4.5.1d) 1100 1 V ec,Na= 1 1+eN)5 1.0 ACI 318-14 Eq.(17.4.5.3) cNa W ed,Na=0.7+0.3(Z"")5 1.0 ACI 318-14 Eq.(17.4.5.4b) V cp,Na=MAX(=,c—Na)5 1.0 ACI 318-14 Eq.(17.4.5.5b) Nba =A a'T k,c'1<.da'het ACI 318-14 Eq.(17.4.5.2) Variables T k,c,uncr[psi] da[in.] he[in.] ca ;n[in.] T k,c[psi] 2220 0.500 4.646 6.650 1120 ec1,N[in.] ec2,N[in.] cac[in.] A a 3.720 0.000 7.471 1.000 Calculations cNa[in.] Awa[in 2] Awao fn 2] V ed,Na 7.071 453.69 200.00 0.9821 V ec1,Na V ec2,Na V cp,Na Nba[Ib] 0.655 1.000 1.000 8163 Results Nag[Ib] 41 bond 4t Nag[Ib] Nua[Ib] 11917 0.650 7746 7049 3.3 Concrete Breakout Strength Nd„ =(Awco)V ec,N W ed,N V c,N V cp,N Nb ACI 318-14 Eq.(17.4.2.1b) . Nth,z Nua ACI 318-14 Table 17.3.1.1 AN. see ACI 318-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) Anico =911!r ACI 318-14 Eq.(17.4.2.1c) 1 V ec,N (1+2 eN 5 1.0 ACI 318-14 Eq.(17.4.2.4) 3h V ed,N =0.7+0.3(1Sc°""h")5 1.0 ACI 318-14 Eq.(17.4.2.5b) at V w,N =MAX(Ca—min'1.5hef)5 1.0 ACI 318-14 Eq.(17.4.2.7b) cac cac Nb =kc a,aAffc hies ACI 318-14 Eq.(17.4.2.2a) Variables he[in.] ec1,N[in.] ecz,N[in.] ca,min[in.] V c,N 4.433 3.720 0.000 6.650 1.000 cac[in.] kc A a fa[psi] 7.471 17 1.000 2500 Calculations ^Nc[in•21 ANcO[ln•2] V ecl,N V ec2,N V ed,N V cp,N Nb[Ib] 453.69 176.89 0.641 1.000 1.000 1.000 7934 Results Nw9[Ib] 4)concrete 4> Nth,[Ib] Nua[Ib] 13050 0.650 8483 7049 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Page 7 of 10 ��� ■��� www.hilti.us Profis Anchor 2.7.3 Company: Page: 4 Specifier. Project: Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 6/12/2017 E-Mail: 4 Shear load Load V,,,[Ib] Capacity+V"[Ib] Utilization pv=VJ,/+Va Status Steel Strength* 338 3705 10 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength(Bond Strength 1352 25460 6 OK controls)** Concrete edge failure in direction x+** 1352 4327 32 OK *anchor having the highest loading **anchor group(relevant anchors) 4.1 Steel Strength Vaa =(0.6 A.e,v fat.) refer to ICC-ES ESR-3187 + Vsteel Vua ACI 318-14 Table 17.3.1.1 Variables . Ase,V[in.2] fate[Psi] (0.6 Ase,v fate)[lb] 0.14 72500 6175 Calculations Vaa[Ib] 6175 Results Vaa[lb] +steel + V.,[lb] Vaa[lb] 6175 0.600 3705 338 4.2 PryoutlStrength(Bond Strength controls) ANa V°,Vc =KapRAN.O/V ec1,Na V ec2,Na V ed,Na W op,Na Nba} ACI 318-14 Eq.(17.5.3.1b) \/..g 2 V... ACI 318-14 Table 17.3.1.1 AN. see ACI 318-14,Section 17.4.5.1,Fig.R 17.4.5.1(b) ANag =(2 c+1.)21___. ACI 318-14 Eq.(17.4.5.1c) cNa =10 d„11:1 (;";1ACI 318-14 Eq.(17.4.5.1d) 1 W ec,Na= 1 eN)5 1.0 ACI 318-14 Eq.(17.4.5.3) CNa V ed,Na=0.7+0.3(=Na"i")<_1.0 ACI 318-14 Eq.(17.4.5.4b) V cp,Na=MAX(="'"'Ces s)<_1.0 ACI 318-14 Eq.(17.4.5.5b) Cac Nba = a't k,c'7t•da•he ACI 318-14 Eq.(17.4.5.2) Variables ►4o t k,c,on [psi] de[in.] he[in.] ca,mn[in.] tk,c[psi] 2 2220 0.500 4.646 6.650 1120 ec1,N[in.] eaN[in.] cac[in.] X a 0.000 0.000 7.471 1.000 Calculations cNa[in.] ANa[in.21 AN.0[in.2] V ed,Na 7.071 453.69 200.00 0.982 V ec1,N. V ec2,Na V cp,Na Nba[lb] 1.000 1.000 1.000 8163 Results Von[lb] +concrete + Vwo[lb] Vua[lb] 36372 0.700 25460 1352 Input data and results must be chedced for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 H!Iti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Page 8 of 10 www.hilti.us Profis Anchor 2.7.3 Company: Page: 5 Specifier. Project: Address: Sub-Project I Pos.No.: Phone I Fax: [ Date: 6/12/2017 E-Mail: • 4.3 Concrete edge failure in direction x+ Avc Vthe _(Avco)W ec,V W ed,V W c,V W h,V W parallel,V Vb ACI 318-14 Eq.(17.5.2.1b) m Veeg z V„a ACI 318-14 Table 17.3.1.1 Av0 see ACI 318-14,Section 17.5.2.1,Fig.R 17.5.2.1(b) Avco =4.5 cat ACI 318-14 Eq.(17.5.2.1c) 1 • W ec,v = \1 + 2ev/ 5 1.0 ACI 318-14 Eq.(17.5.2.5) 3cat W ed,V =0.7+0.3( 5 at)5 1.0 ACI 318-14 Eq.(17.5.2.6b) W h,V = ha 1.5cat 2 1.0 ACI 318-14 Eq.(17.5.2.8) 0.2 Vb =(7(d) AZ)T a ACI 318-14 Eq.(17.5.2.2a) a Variables cal[in.] cat[in.] e0v[in.] W o,v ha[in.] 6.650 6.650 0.000 1.000 52.000 I.[in.] a,a da[in.] f5[psi] W paraoel,v 4.000 1.000 0.500 2500 1.000 Calculations Ave[in.2] AVck[in.2] W ec,V W ed,V W h,V Vb(lb] 212.47 199.00 1.000 0.900 1.000 6433 Results Vcbg[lb] 41 concrete 4, Vobg[lb] Vua[Ib] 6181 0.700 4327 1352 5 Combined tension and shear loads RN [3v Utilization l3t4,v[%] Status 0.910 0.312 5/3 100 OK ItNv=(iii+ <=1 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations(ETAG 001/Annex C,EOTA TR029,etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the design loading.PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above.The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor.Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used.The m factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the leaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors.Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan • Page 9 of 10 1:11=10 www.hilti.us Profis Anchor 2.7.3 Company: Page: 6 Specifier. Project: Address: Sub-Project I Pos.No.: Phone I Fax: I Date:, 6/12/2017 • E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter:HIT-HY 200+HAS 1/2 Profile:Square HSS(AISC);6.000 x 6.000 x 0.250 in. Installation torque:30.000 ft.lb Hole diameter in the fixture:df=0.563 in. Hole diameter in the base material:0.563 in. Plate thickness(input):0.750 in. Hole depth in the base material:4.646 in. Recommended plate thickness:not calculated Minimum thickness of the base material:5.896 in. Drilling method:Hammer drilled Cleaning:Compressed air cleaning of the drilled hole according to instructions for use is required 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Compressed air with required • Dispenser including cassette and mixer • Properly sized drill bit accessories to blow from the bottom of • Torque wrench the hole • Proper diameter wire brush A 6.000 6.000 • • 0 0 N 03 04 O 0 x,,, ? ..,,? h-.z r 0 O c • 1°.x zz O O t0 01 02 N 2.000 8.000 2.000 • • • • Coordinates Anchor in. Anchor x y c c.x 1 -4.000 -4.000 6.650 14.650 6.650 14.650 2 4.000 -4.000 14.650 6.650 6.650 14.650 3 -4.000 4.000 6.650 14.650 14.650 6.650 • 4 4.000 4.000 14.650 6.650 14.650 6.650 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan Page 10 of 1011 www.hilti.us Profis Anchor 2.7.3 • Company: Page: 7 Specifier. Project: Address: Sub-Project I Pos.No.: Phone I Fax: Date: 6/12/2017 E-Mail: •• 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan , •• I i • IGNP '6 ! IGNPI 066PK APPROVED ..„.AB-,,,,,,,�q;� Ea 5:the Date . .41``3- Cs)._\ 1 .4 )r—r . is. ,H- ,(•iin''...)-7,..).__=) , ,It /�� g / W/37/ -- j ri ON BAKERVIEW � / 2019 East Bakerview Rd.,Bellingham.WA N Ph: 360-671-1343 Fax: 360-671-1900 0 Mail: sales@the-signpost.com M Web: www.the-signpost.com CLIENT: RANCHO BRAVO > q_.°) DRAWING: 0 ' FRONTAGE 54'_5" FILE: f v RANCHO FED WAY 1 n- e, ( � l DATE: * sH 6 `�`� 4/27/17 . 41.b . i3O) \ �. \ ��� SCALE: f r N/A I c N_ SIGN �� 5j ?� l 0 - me itt DESIGNER: rim .... IPS RANCHO BRAVO ~' . ,., 6-Ya55 SALES REP: 0, N • LB dca REVISIONS: m BUILDING HEIGHT IS 24'-1 1/2" sr? 41. -' � � --- g) .1/026 p.fifo. 17*( ) , , ctvca_ 1 ) 4) (3) (a* 4) 16 /0 i S toG ( ,/� .�- 1 I`'^- - V`' 0 - at& FREE CHARGES MAY APPLY $65 I HOUR I- manutik, P � ')� ��1 `i sN /'�/1' e ( / • / I I Approved As Is 717 -0 y rr-v„„koit I ( I Approved W/Cha 4J 40,ay • N * f-L1IJ1 �.lyS / be �d, / « SIGNATURE •ig v. L • Wl J- be, leslitreJ a 10o70 DATE - -___.,-- % '✓1n 0 r N > Q —I f' i) ©The Sign Po: n z = 0,— ,.. FRONTAGE PLAN SCALE: 1" = 20'-0") - All Rights Res J = °' o --� PLEASE REA O N o 'FM/till-Cie(' '" 4/:11 _- All design work isoo �' o 73• RESUBMITTED property of The S < n' N until project comb < s payment has bee 0 * 0 MAY 2 5 2017 Unauthorized use, v) and/or display shm CITY OF FEDERAL WAY Infringer liable for COMMUNITY DEVELOPMENT in Statutory Dama fees and costs, fo under the U.S. Co t NOTE: This Color Drawina is a simulation of the colors to be used and should be verified with actual materials to be used (17 U.S.C. 412& r SIGN A SIDE VIEW / ATTACHMENT DETAIL (NOT TO SCALE) / LIC/BOND SIGNPI 065MM/SIGNPI 066PK " 10-$ OF WELDED SUPPORT BRACKET 4' ON CENTER ESTAB 979� . ` 5,-4" %% The , _D _,, NNJr O ROOF LINE BAKERVIEW anc o 9 rave GLASS [ 2019 East Bakerview Rd.,Bellingham,WA co -6 STAND - . 1.--- jj _____ „�— 3/8" LAG BOLTS 12MM 2 AT TOP Ph: 360-671-1343 r y NEON TUBE ,� W j 4 AT BOTTOM Fax: 360-671-1900 G� n Mail: sales@the-signpost.com SCALE 1�2"=1 '_O» �T p<3•75 LETTERS 3/16" X 1 '/z"X 1 '/z" Web: www.the-signpost.com ( ` ANGLE STAND OFFS 1 CLIENT: Rancho Bravo letters are open face pan channel letters with yellow interiors and black returns. RACEWAY ANGLE ATTACHED RANCHO BRAVO Letters illuminated with 12mm yellow single stroke neon. - TO FRAMEWORK WITH DRAWING: 3/8" BOLTS TO SIGN A PERMIT Tacos letters are also open face pan channel letters, but with red interiors and black returns. TRANSFORMER SUPPORT 6" FILE: Illuminated with 12mm double stroke red neon. IUrS"A PIG" POWER SUPPLY ^ti BRACKET ARMS RANCHO FED WAY 1 SIGN APERP (7-8°X 3p. 384D t`fL{= 2449- ��i DATE: Arrow is red vinyl with a white neon arrow and white vinyl text. , 1„ 2" X 6" 5/23/17 2 BOLTS WALL STUD SCALE: Substrate and bracket arms painted to match roof tile color. 2 1 N/A • SIGN IS APPROXIMATELY 37 SQUARE FEET I�02,,?Z7 DESIGNER: SIGN WEIGHS APPROXIMATELY 70 LBS. ' ' IPS Nl SALES REP: - LB 'r— REVISIONS: Simulated Installation View EBF-=4-74i3 .%, S 33 /5 ' l;ib I PLOT PLAN J (4) - (76 5A--P - -75% g • t S� rc�� 5/HOUR I� $ _ r _____ ..__ ., MAY 2 5 2017 EXISTING 1z �. BORDER TUBE $?./=,1,� $3ll ' 3 C/) Approved As Is ,Y „1 �• C 'proved-WI Changes/ tylPrked ��a �L ,� �s 3 LOCATION OF �" " ii SIGN A AT SIGNATURE h� �► • . 31646 PACIFIC 11110111f i SOUTH 4 � r " M1 "`" .-. ... _ DATE cltanchocBravo ©The Sign Post, Inc. N `- - ® —^ � Rights Reserved �7 PLEASE READ -iii a� # r j £` }» 15 , ` =t. ' �f All design work is the intellectual i } �, 1. property of The Sign Post, Inc. I j �,r t 0 until project completion and final "' ,._ ,. t il I, '� payment has been received. 0 _ l r"' . ► I Unauthorized use, reproduction, .fwd. . w,- : ,� �t�' � ��: � ��; �� and/or display shall render the Infringer liable for up to$150,000 t in Statutory Damages,plus attorneys fees and costs, for each infringement 1.3/-4 k under the U.S. Copyright Act " 3 l�r NO1E: This Color Drawing is a simulation of the colors to be used and should be verified with actual materials to be used a ,,< (17 U.S.C. 412& 504) a SIGN1 .....\,........- LIC./BOND SIGNPI 065MM/SIGNPI 066PK , ESTAeLISHEp 1979 o The (10'-0" 'I'll111100 I (C--:—Ii n . I ATTACHMENT DETAIL NC ROOF LINE '*1111111111 siON BAKERV1EW LED SIGN CABINET I ' II ' 3/8"LAG BOLTS 2019 East Bakerview Rd.,Bellingham,WA WITH PLEX FACE AND an c o► ,1'a vo 2 AT TOP SQUARE TUBE FRAME ;' 4 AT BOTTOM Ph: 360-671-1343 00 N Fax: 360-671-1900 � WHITE LED LIGHTS TO 3/16"X 1 '/2"X 1 1/2"f / / ILLUMINATE FACE GRAPHICS ANGLE STAND OFFS Mail: sales@the-signpost.com ° 0 SDRIVE THRU r -1 „,.... ::--9ANGLE ATTACHED Web: wwW.the-signpost.com LED POWER SUPPLY I TO FRAMEWORK WITH &WIRING.(CONNECTED TO POWER BY OTHER) '' 318”BOLTS TO SUPPORT 6" CLIENT: � � 1 c. ^ BRACKET ARMS RANCHO BRAVO I #-- DRAWING: ONE (1) SINGLE SIDED INTERNALLY ILLUMINATED CABINET WITH 2" RETAINERS. 1"BOLTS 2"X 6" WALL STUD SIGN C PERMIT FACE IS WHITE ACRYLIC WITH TRANSLUCENT VINYL GRAPHICS. FILE: CABINET PERMITS.CDR PAGE 2 SIGN WEIGHS APPROXIMATELY 60 LBS. IDATE: n 5/23/17 SIGN IS 26 SQUARE FEET. SCALE: N/A PLOT PLAN DESIGNER: • IPS SIMULATED INSTALLATION VIEW " • - ' { SALES REP: >� � s. 7;4 � RFG `-- REVISIONS: N I') (2) 4) (4) (5) � 6 LOCATION OF . : SIGN C AT FREE CHARGES MAY APPLY $65/HOUR -L.. s i 31646 PACIFIC Mal . , HWYSOUTH ''r - €3 .tiiI3i6 5 Pac,' 6 y S z'+ _ .. Approved As Is .,...,. _ I .. Approved W/Changes As Marked Rancho(Bravo -. 11U.14 _---- - -� , RESUBMITTED DRIVETHRU "Vows All I .. _. SIGNATURE , _� ___. I , , • _ MAY 2 5 2017 br` .:. �.� DATE m - :. �. CITY OF FEDERAL.W4� x.' .,w �`;, oiliig ia'' 6st, Inc. _ n All Rights Reserved lor 4'4: 4 ,, ' = ;'"" PLEASE READ • Inr..yl = +'. .' All design work is the intellectual tro . i_. ---,�► . ■ pane property of The Sign Post, Inc. t' -— until project completion and final • .1" ,f f . payment has been received. �! `//� �p( w — Unauthorized use, reproduction, LUV�� tl e Y Wi on 4.4 - •�'. €; and/or display shall render the - .4� = Infringer liable for up to$150,000 016 43- }� n Statutory Damages,plus attorneys /(�, fees and costs, for each infringement under the U.S. Copyright Act :--T#is-etor a ing is simulation of the colors to be used and should be verified with actual materials to be used "js (17 U.S.C. 412& 504) �- I jt /y�1y�� Otheis:-- n/y/�J �r// I-1`41 Iv��� I' �V��� �,/ / ''v•� ~ I ' ? 3 LIC BOND SIGNPI 065M%SIGNPI 066PK PEDESTAL SIG A 1 ,�o ,g�,� �� .frfro ESTq - _ 8,-4„ SIMULATED INSTALLATION VIEW 9 3 .,. 5.._ � The.•,, - O � " ..___., ......_. ,,,,., •:._z.41- D L � l♦ /� Aiil'1 , . ..--_,•ilt- - irk •+i ,.tee ON BAKE RVI EW 2019 East Bakerview Rd.,Bellingham.WA WI \, Ph: 360-671-1343 (y\ r95 ° t Fax: 360-671-1900 �� 11 6/V -. Mail: sales@the-signpost.com in eft()' -----,,, - ...... _... 4 Web: www.the-signpost.com 1‘ . C9r _ CLIENT: g10 $7 `� - RANCHO BRAVO co 1 �] i - DRAWING: l ` rZji i MENU PERMIT FILE: CABINET PERMITS '1 DATE: 07'1.'LI PLOT PLAN 4/27/17 • SCALE: Illpik� �f �/ ° <-, = DESIGNER: _4 < ' T� R t +- IPS << ���Q z �, SALES REP: 4 @ 3/4 J-BOLTS.,,,„..1.- . , v ✓ RFG co N < j 3/4" X 12" BASE PLATE. M - LOCATION OF REVISIONS: L . - �� PEDESTAL SIGN A AT i� �% i 31646 PACIFIC r{WY SOUTH (1� '2? (4 (5) (6 t�. A1( ,. } = it FREE CHARGES MAY APPLY S65 HOUR PILE FOOTING .. ... , .. . .„-• iii !,, ,.., - iRESUBMITTED +.. .\ _�_ - [ H Approved s 1 EXISTING 2'X 4' 1 1 + "edN s�Ae • CONCRETE ` Approv /C rje arked CITY"Pikc FOOTING AND "f_ � * °'t _ _;� ;;,.,., - '. slc► iAEU�fTY DEVELOPMENTF FEDERAL WAY J BOLTS FIT :y p -• • i f '' NEW MENU PLATE. . * II DATE ��1 II i Se• ©The Sign Post, Inc. ��`i� ✓ ,/�• r�/�Y NEW MENU CABINET T REPLACE OLD All Rights Reserved rlil / e/ i fire• I 1777.111 AND DAMAGED ONE AT LOCATION SHOWN. PLEASE READ j 14p:.,/ ♦ l NEW MENU WILL USE EXISTING J BOLT CAGE All design work is the intellectual ` tiy1s AND FOOTING THAT IS ALREADY SET. property of The Sign Post, Inc- • until project completion and final rhWS tortit SIGN WEIGHS APPROXIMATELY 100 LBS. payment has been received. E__.,./(kak ("bike I SIGN IS 44 SQUARE FEET. Unauthorized use, reproduction, 2'-0" h/V� 1,w C'(/'� , and/or display shall render the �"��"/� Infringer liable for up to$150,000 1��/� in Statutory Damages,plus attorneys fees and costs. for each infringement • under the U.S. Copyright Act (17 U.S.C. 412 NOTE: This Color Drawina is a simulation of the colors to be used and should be verified with actual materials to be used 504) r---) G I/B IN fImr • LIC./BOND SIGNPI 065MM/SIGNPI 979 1' 5The , „ J4fl10 -0ATTACHMENT DETAIL ` -11111111111% q3 ROOF LINE , Ammo ON BAKEFiV1EW `0-4 LED SIGN CABINET 2019 East Bakerview Rd.,Bellingham,WA �' WITH PLEX FACE AND - 3/8"LAG TOPT SQUARE TUBE FRAME 4 AT BO. TOM 0o Ph: 360-671-1343 N Fax: 360-671-1900 WHITE LED LIGHTS TO I 3/16"X 1 '/2"X 1 i2" T /A ( DRIVE T H R U ILLUMINATE FACE GRAPHICS ANGLE STAND OFFS Mail: sales@the-signpost.com ___. U I ANGLE ATTACHED Web: www.the-signpost.com LED POWER SUPPLY TO FRAMEWORK WITH &WIRING.(CONNECTED 3/8"BOLTS TO CLIENT: TO POWER BY OTHER) SUPPORT 6" n� // 9 BRACKET ARMS RANCHO BRAVO E" o1L 12[ 4, DRAWING: ONE (1) SINGLE SIDED INTERNALLY ILLUMINATED CABINET WITH 2" RE AINERS. 1"BOLTS WALL STUD SIGN B PERMIT FACE IS WHITE ACRYLIC WITH TRANSLUCENT VINYL GRAPHICS. ♦---- FILE: CABINET PERMITS.CDR PAGE 1 SIGN WEIGHS APPROXIMATELY 60 LBS. 6 DATE: . 5/23/17 SIGN IS 26 SQUARE FEET. SCALE: p F_ 9. N/A 44- PLOT PLAN DESIGNER: IPS SIMULATED INSTALLATION VIEW �� may( « =Z6 -" f SALES REP: ..t lit : ... * RFG `-' I. REVISIONS: N * „ , 1 2 3} 4) 1;6 FREE CHARGES MAY APPLY $65/HOUR t31.6 6 Pacific hway South Approved As Is Apr z i iv aticho BravoMarked • I } Approved W/Changes As a !, , t t•' LOCATION OF 1 i RESUBMITTED DRIVE THRU -4 SIGN B AlA. - I' SIGNATURE - ,r 31646 PACIFIC --� : , III - -111H O a� '' WY SOUTH -` I t ?, _.. .. , MAY 2 5 2017 m 1 ..,•cw.,_ ���� �1 DATE fTY OF FEDERAL WAY n ,. N 1� - o ' Rast 'i�n"�. ,; All . • s Reserved w 7 1` ,-� PLEAS AD , . i t"). .+111-e . . 7,44-,,Inn �.;, ! .. ;� ( '+r�G• All design wo the intelle.tual .,., . ; = w jc • t. .Propane " ..____ property of The Sign Post, Inc. , " L. until project completion and final ! it ti'wII payment has been received. i �1—'4 `"` Unauthorized use, reproduction, icer ,. •t• . .fi r and/or display shall render the - A I, + : - • Infringer liable for up to$150,000 in Statutory Damages,plus attorneys �r Y) �J % j)j \ /�.� fees and costs, for each infringemen! 1' _Y) under the U.S. Copyright Act NOTE: This Color Drawing is a simulation of the colors to be used and should be verified with actual materials to be used (17 U.S.0 412& 504)