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SGN2017-00056 II CITY OF TIGARD SIGN PERMIT Permit#: SGN2017-00056 COMMUNITY DEVELOPMENT Date Issued: 05/23/2017 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 2S102CC00700 Jurisdiction: Tigard Name of Business: Cola Cove Farms Business Address: 13599 SW PACIFIC HWY Applicant/Agent: AASTED, RAEGAN Work Description: One(1)67.19-square-foot freestanding sign with electronic message center. Sign is taller than 6 feet in height. Permanent: Yes Freestanding: Yes Freeway: No Temporary: Wall: No Electronic: Yes Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 129"x 75" Total Sign Area: 67.19 Wall Area: 0 Wall Face(Direction): Sign Height: 15 ft. Projection From Wall: 0 in. Illumination: Internal Materials: Aluminum, lexan, paint,v Electrical Permit Required: Yes Building Permit Required: Yes Total Permit Fee: $201.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: - - See application Permittee Signature: RECEIVED City of Tigard MAY 2 3 2017 v COMMUNITY DEVELOPMENT DEPARTMENT 1. • CITY OF TIGARD TIGARD Sign Permit Application PLANNING/ENGINEERING SIGN LOCATION Address: It-259R SW Pact cCL Suite#: REQUIRED SUBMITTAL �- (J ELEMENTS City/state: I 1 /oma Zip: q 3ZZ 3 49i.2 copies of elevations on 81/2"x 11" Tenant or busing 1 e✓ons S` /J or 11"x 17"pages(Wall sign elevations must include dimensions e"--7 �f�, of sign and wall face and show the Property owner2name:61 l/� t`r J location of sign on the wall. Address: ( ,/5_C qp !���•CGi C iC- T Freestanding sign elevations must , City/state: �Lt5ICT!! ( OCA Zip: be drawn to scale.) Phone: cJ Email: IL 2 copies of site/plot plan,drawn to scale,on 81/2"x 11"or 11"x 17" + /L ,„1-G pages(not required for wall signs) Sign contractor: �S A- Sl fT.A.A i''` - Address: r,s P(ktrf (�-r/' (J ❑ List or diagram of all existing sign ,�y dimensions and square footage City/state: JC?C! GZ ( f Zip: GZ ❑ Application Fee Phone: SciI— Z3 S3 Email:'j2 S+ed4JEs4S1 /I.S-�prvj CCB License#: (gyp ,'V� Expiration date: -S—t-19/ NOTES: Contact person: co is+ • Freestanding signs over 6 ft.in height and walls signs of which any element weighs 20 lbs.or more require a building permit for construction. SIGN DATA(Complete all items in this section) If any element of a wall sign weighs 70 lbs.or more,plans must be prepared TYPE (Check all that apply) by a structural engineer. KNew sign ` .Freestanding ❑ Electrical • Building permits require 2 sets of ❑ Alteration to ❑ Freeway ❑ Wall construction drawings and,if sign is freestanding,2 copies of site/plot plan existing sign CIRoof ❑ Other and 2 sets of engineering must be Sign #: submitted with building permit application. aCt Sign dimensions: I (h) x (w sq.ft. sign ar • ial New sign:Y sq.f + Existing sign area WA sq.ft. =S?To FOR STAFF USE ONLY Total sign area: T�••/sq.ft. / building face sq.ft. = %of bldg face Case No.: C •dr 'alre / Height to top of sign: IS-it' ft. Projection from wall: ,V/,A in. J1 � Related Case N .(s): Materials:A A4lMIN0, 4CuVIA- VI\I � / 1.E U Fee: .2,0/ Application accepted: Is the sign under 20 lbs.? ❑ Yes IkI No By: LV Date: a3 (Building Permit required if over 20 lbs) Application determined complete: Direction wall faces (circle one): S E W NE NW SE SW 3 Will the sign have illumination? Yes LINo By: LS Date:--` / / If yes,what type: Internal ❑ External I:\CURPLN\Masters\Land Use Applications Rev.03/03/2015 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 2 APPLICANTS NOTE: Person specified as`Applicant"shall be designated"Permittee"and shall provide financial assurance for work. When the owner sod the applicant arc-different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided cm the back of this form or submit a written authorization with this application. THE APPLICANT(S) SHALL CERTIFY THAT: • if the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,arc true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the.entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. I hereby acknowledge that I have read this application,that the information given is correct, that I am the owner or authorized agent of the owner,and that plans submitted arc in compliance with the City of Tigard. SIG►' • ''U. ES of each owner of the subject property required. Applicant's signature Fruit t •tn,t. Date Owner's signature Print name Date Owner s signature Print name Date SIGN PERMIT APPLICATION City of Tigard • 13125 SW Hall Blvd. • 'Tigard,Oregon 97223 • wwwtigard-ot.gov • 503-718-2421 • Page 2 of 2 ES&A SIGN & AWNING SCOPE OF WORK: MANUFACTURE AND INSTALL (1) D/F ILLUMINATED SIGN 89915 PRAIRIE RD.I EUGENE,OR 91402 - PIS41.485.SS46 11541.485.SM SCALE:1/2"=1'-0" DRAWING #: 24537.2-SHOP .25"FLUSH MOUNTED FCO'S — © 8"X3"ALUMINUM CHANNEL(TYP) 1/2"0 EXPOSED HEX BOLTS(TYP) ART FILE:2453111111 a — • o o • CLIENT: 15gg 10"X3.5"ALUMINUM CHANNEL(TYP) — -. C V COLA COVE v . •° 13553 SW PACIFIC HWY v► TIGARD,OR 97281 CD CZ FABRICATED ALUMINUM SIGN CABINET m '1 LED ILLUMINATED DATE:S/IO/Il O ti "D DRAWING TYPE:SHOP r '1v DRAWN BY:JC 8"X4"X.25"ALUMINUM RECT.TUBE /I •_ 71 PRELIMINARY DESIGN:BL � 0 SALES:BH CFO ENGINEERED:YES 15'-1' / — 1 I WATCHFIRE 19MM 48X96 LED DISPLAY HEC8V . MAY 232017 SHEET# I Of 5 CITY OF TIGARD PLANNING/ENGINEERING F LEVEL - - - Ar 7-11 — FINISH FRONT VIEW SIDE VIEW COLOR CODE: 0 ■ PAINT SATIN BLACK 0 PAINT TBD ES&A SIGN & AWNING (1) D/F BEAM STRUCTURE 89975 PRAIRIE AD.1 EUGENE.OR 97401 PI541 485 5546 11541 485 58I3 SCALE:3/8"= DRAWING #: 24537.2-SHOP ART FILE:14537AB1 - 101" - 8"X3"ALUMINUM CLIENT: CHANNEL COLA COVE • , J 13553 SW PACIFIC HWY TIGARD,OR 97281 75" 10"X3.5"ALUMINUM OPENING - CHANNEL(TYP) FOR CABINET DATE:5/10/17 88 OPENING 8"X4"X.25"ALUMINUM - DRAWING TYPE:SHOP FOR CABINET RECT.TUBE(TYP) 8"X3"ALUMINUM DRAWN BY:JC CHANNEL(TYP) PRELIMINARY DESIGN:BL SALES:BH I 10"X3.5"ALUMINUM ENGINEERED:YES 181" CHANNEL(TYP) 1/2"0 EXPOSED •• -_ HEX BOLTS(TYP) 8"X3"ALUMINUM CHANNEL 2 I _ 75" .25"X2"ALUMINUM OPENING - FLATBAR FOR 8"X4"X.25"ALUMINUM RECT.TUBE(TYP) FOR LED DISPLAY MOUNTING LED DISPLAY(TYP) - — GRADE -- - — SHEET# 2 OF 5 sD" LEVEL A FINISH FRONT VIEW SIDE VIEW TOP VIEW COLOR CODE: 0 ■ PAINT SATIN BLACK 20 PAINT TBD ES&A SIGN & AWNING (1) D/F ILLUMINATED SIGN CABINET 89915 PAAIRIE A0.1 EUGENE,0R 91401 P1541.485.5546 f 1541.485.5813 SCALE:3/8"= DRAWING #: 24531.2-SHOP - 75 - 2"ALUMINUM F - 25' - ART FILE: 24531AB1 0" RETAINERS(TYP) CLIENT: 2"ALUMINUM COLA COVE 17 3/16" _ DIVIDER BAR(TYP) 19 3/16" 13553 SW PACIFIC HWY TIGARD,OR 97281 34 3/8" 36 3/8" .080"ALUMINUM SKIN 51 5/8" DATE:5/10/17 53 5/8" DRAWING TYPE:SHOP 68 13/16" 1 DRAWN BY:JC 70 13/16" 15 3/16" PRELIMINARY DESIGN:BL 88„ L- • TYP SALES:BH ENGINEERED:YES FRONT VIEW SIDE VIEW (1) D/F LED DISPLAY SCALE:3/8"=1'-0" 75" - - 15" WATCHFIRE 19MM 48X96 LED DISPLAY - 5"CABINET 41" SHEET# 3 OF 5 ' r' 2"X2"X.25"STEEL .125"ALUMINUM ANGLE(TYP) LEVEL BOTTOM A FINISH FRONT VIEW SIDE VIEW COLOR CODE: ® ■ PAINT SATIN BLACK 0 PAINT TBD ES&A SIGN & AWNING SIGN FACES 89975 PRAGUE RD. EUGENE,OR 97401 P1541 485 5546 F1541.485.5811 SCALE:3/8"=1'-O" DRAWING #: 24531.2-SHOP ART FILE:24537AB1 CLIENT: _ 741/2" 741/2"COLA COVE 13553 SW PACIFIC HWY TIGARD,OR 97281 17 11/16" 16 11/16" t t DATE:5/10/17 DRAWING TYPE:SHOP (4)LEXAN FACES (6)LEXAN FACES DRAWN BY:JC PRELIMINARY DESIGN:RI SALES:BH ENGINEERED:YES SHEET# 4 OF 5 LEVEL A FINISH COLOR CODE: 0 ■ PAINT SATIN BLACK 0 PAINT TBD ES&A SIGN & AWNING INSTALLATION NOTES 89916 PRAIRIE R0. EUGENE,OR 91400 -_ _ PI541405.5546 F1541.405.5013 SCALE:3/8"=1'-0" DRAWING #: �, 24531.2-SHOP r B - '►II' ART FILE:24537AB1 : I _ CLIENT: COLA COVE11 , Is„S 13553 SW PACIFIC HWY .. ..•TIGARD,OR 97281 i .4 DATE:5710717 DRAWING TYPE:SHOP DRAWN BY:JC PREUMINARY DESIGN:BL 15'-1" SALES:BH : : 1 NM ENGINEERED:YES 2"X4"WEATHER PROOF J-BOX 1 11111/ t 010 &- Iiiiiii 4w 1"EPVC CONDUIT Wh III *it o Jm „r'`' '",4 (FOR POWER) 5•-6„ �r4 99 :TT To`� QA a 3000 PSI SHEET# 5 OF 5 '', y'` _' o�o'c '„'oo °T `;,a CONCRETE FOOTING `T�gi 4: %fid (TYP) LEVEL ' A FINISH FRONT VIEW SIDE VIEW ISO VIEW: FINAL ASSEMBLY NOT TO SCALE COLOR CODE: O ■ PAINT SATIN BLACK 0 PAINT TBD *.§1110'-.,.. SSWEN6INE[RS. ES+A SHEET NO. COVER CIVIL STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO. 17-7400-95 SURVEYING LAND USE PLANNING 2350 Oakmont Way,Suite 105 Eugene,OR 97401 Tigard, OR BY KDL (541)485-8383 Fax(541)485-8384 Pole Design DATE 5/17/17 STRUCTURAL DESIGN Design is governed by: 2014 State of Oregon Structural Specialty Code Seismic-Equivalent Lateral Force Procedure Ss= 0.964 Si = 0.421 Wind-Method 2-Analytical Procedure Mph 120 Exp. B Material Spec Includes: Aluminum Tube Sections---ASTM 6061-T6 <? O 0PRQ (4, I N "P J'j0 CC '09 - O' ON y'�EL ALPN RENEWS J Copy of 17-7400-95 Cola Cove SSWNGINERS, ES+A SHEET NO. 1 OF ''',, .145.i6P CIVIL STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO. 17-7400-95 SURVEYING LAND USE PLANNING 2350 Oakmont Way,Suite 105 Eugene,OR 97401 Tigard, OR BY KDL (541)485-8383 Fax(541)485-8384 Pole Design DATE 5/17/17 SIMPLE BEAM DESIGN, UNIFORM LOAD Aluminum Tube Uniform Load Roof Floor Ftuw= 24 ksi Dead toad 0 psf Welded Aluminum Ftyw= 15 ksi Live load 0.00 psf 6061-T6 Fcyw= 15 ksi Trib.Area 0.00 ft. Fsuw= 15 ksi Span 12.66 ft. E = 10,100 ksi Def. = L/ 240 Bp= 18,25 Dp = 0.078 Reaction = 0 lb. Cp = 96.47 Moment= 0 ft. lb. Bs= 10.57 Ds= 0.0342 Compression Elements (Bending) (Section 3.4.16) Cs= 126.723 b/t= 14 nu = 1.95 k1 = 0.35 ny= 1.65 k2 = 2.27 na = 1.2 S1 = 26.15 S2 = 51.47 Tube Section Fc= 9.09 ksi Given: Find: b= 4.00 in. A= 5.750 inA2 Note Fc= Fb '1,4,,1-t-:J- s.-ltf 4'` - d= 8.00 in. lx= 47.620 inA4 thk= 0.250 in. Sx= 11.905 in^3 ID, = 3.500 in. rx= 2.878 in di = 7.500 in. Wt= 6.788 pif ly= 15.870 inA4 Sy= 7.935 inA3 ry= 1.661 in Copy of 17-7400-95 Cola Cove SSW[N6INERS. ES+A SHEET NO. 2 OF C) CIVIL STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO. 17-7400-95 SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene,OR 97401 Tigard, OR BY KDL (541)485-8383 Fax(541)485-8384 Pole Design DATE 5117117 Exp. B Wind Speed 120 mph ASCE 7-10 F = ghGCfAs (P = ghGCf) SIGN qh = .00256 Kz Kzt Kd V^2 I = Kz* 31.33 G = 0.85 Kz (tbl 29.3-1) qh P=qh G Cf .6P 0' - 15' 0.57 17.86 24.45 14.67 12.08 20 0.62 19.43 26.60 15.96 25 0.66 20.68 28.31 16.99 15.08 30 0.7 21.93 30.03 18.02 40 0.76 23.81 32.60 19.56 3.00 Cf= (fig 29.4-1) 1.61 B= 8.42 Kzt= (26.8) 1.00 s= 12.08 Kd= (tbl 26.6-1) 0.85 B/s= 0.70 V= 120 s/h= 0.80 WIDTH HEIGHT AREA .6P F Dist. M FT. FT. SQ. FT. psf lbs. Ft. Ft. lbs. A 1.67 3.00 5.00 14.67 73.36 1.50 110.04 B 8.42 12.00 101.04 14.67 1,482.41 9.00 13,341.66 C 8.42 0.08 0.70 15.96 11.20 15.04 168.42 D 0.00 0.00 0.00 16.99 0.00 15.08 0.00 E 0.00 0.00 0.00 19.56 0.00 15.08 0.00 Total = 15.08 106.74 1,566.96 13,620.12 M/F= Lever arm = 8.69 POLE TYPE FOOTING Nonconstrained A.S.L. short term stress No. Try"d" = S Try"b"= A "d"= psf loading increase Columns Ft. psf Ft. Sq. Ft. Ft. 100 2 1.33 2 5.50 488.88 2.00 1.88 5.26 5.50 > 5.26 OK COLUMN DESIGN 8"x 4" 0.25" Column Wall S Fb Moment No. Sx Req'd Width Depth Thickness Columns In. In. In. In. 3 psi Ft. lbs In.3 8 4 0.25 11.90 9,091 13,620 2 8.99 11.90 > 8.99 OK Copy of 17-7400-95 Cola Cove SSWENOINEERS. ES+A SHEET NO. 3 OF CIVIL STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO. 17-7400-95 SURVEYING LAND USE PLANNING 2350 Oakmont Way,Suite 105 Eugene,OR 97401 Tigard, OR BY KDL (541)485-8383 Fax(541)485-8384 Pole Design DATE 5/17117 Latitude = 45.42201 Longitude= -122.7849 State of Oregon 2014 Structural Specialty Code Risk Category= 11 Based on the 2012 International Building Code (tbl. 1.5-1) 0.2 Sec. Spectral Resp.Accel. Ss, (Fig. 1613.5(1))= 0.964 Seismic Design Category= D Fa, (tbl. 1613.5.3(1)) = 1.114 (tbl 1613.3.5(1)) 1.0 Sec. Spectral Resp. Accel. S1, (Fig. 1613.5(2))= 0.421 Site Class = D Fv, (tbl. 1613.5.3(2)) = 1.558 (Per ASCE 7-10, Chapter 20) SMS = FaSs = 1.074 To= .2SD1IS05 = 0.12 SM1 = FvS1 = 0.656 Ts= S01/SDs = 0.61 SDS =2/3SMS= 0.716 Ta = Ct hnAx= 0.15 SD1 =2/3SM1 = 0.437 Cu, (tbl 12.8-1)= 1.4 T= CuTa= 0.21 Ct, (tbl 12.8-2) = 0.020 Sa = 0.6(SDS/To)T+0.4SDS = 1.04 x, (tbl 12.8-2) = 0.750 Sa= SD1/T= 2.87 hn, height in feet above base 15.00 Sa = SDS= 0.72 I,(tbl 11.5-1)= 1.00 Signs and billboards R, (tbl 15.4-1,-2)= 3.50 TL(Fig 22-15) = 16 Seismic Design Requirements for Nonbuildinq Structures ASCE 7-10 Chapter 15 Equivalent Lateral Force Procedure (ASCE 12.8) Seismic Base Shear, V= CsW V=0.2W Cs= SDS/(R/I) SDs/(R/I) = 0.20 Cs(max) = SD1/T(R/I) SD1/T(R/I) = 0.59 Cs(min) = 0.03 0.03= 0.03 Sing W= 700 lb V=0.2W= 143.2 lb x .7= 100.3 lb. 100.3 lb x 7.5 ft= 752 ft-lbs < 13,620 ft-lbs Wind controls Copy of 17-7400-95 Cola Cove .§ 1 SSW[NOIN[[RS ES+A SHEET NO. 4 OF CIVIL STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO. 17-7400-95 SURVEYING LAND USE PLANNING 2350 Oakmont Way,Suite 105 Eugene,OR 97401 Tigard, OR BY KDL (541)485-8383 Fax(541)485-8384 Pole Design DATE 5/17/17 SIMPLE BEAM DESIGN, UNIFORM LOAD Aluminum Tube Uniform Load Roof Floor Ftuw= 24 ksi Dead load 0 psf Welded Aluminum Ftyw= 15 ksi Live load 15.96 psf u`,(5, 1.4.4....-' t- cal 6061-T6 Fcyw= 15 ksi Trib.Area 0.67 ft. Fsuw= 15 ksi Span 6.25 ft. E= 10,100 ksi Def. = L/ 240 Bp= 18.25 Dp= 0.078 Reaction = 53 lb. Cp= 96.47 Moment= 82 ft. lb. Bs= 10.57 Ds = 0.0342 Compression Elements(Bending) (Section 3.4.16) Cs = 126.723 b/t= 32 nu = 1.95 k1 = 0.35 ny= 1.65 k2 = 2.27 na= 1.2 S1 = 26.15 S2 = 51.47 Channel Section Fc= 8.65 ksi Given: Find: b= 8.00 in, A= 5.220 inA2 Note Fc= Fb d = 3.00 in. Ix= 6.330 inA4 thk= 0.250 in. Sx= 2.550 in^3 rx= 1.100 in Shear Elements (Section 3.4.20) Wt= 6.163 plf h/t= 0 Iy= 83.200 inA4 S1 = 44.72 Sy= 16.600 inA3 S2 = 101.38 ry= 3.990 in Fs = 5.25 ksi Def= 0.31 in. Beam Size 8x3x0.25 Aluminum Channel load = 16.8 plf b= 8.00 in. d= 3.00 in. Sx= 2.55 in.3 Sx Req'd = 0.11 in.3 OK lx= 6.33 in.4 Ix Req'd = 0.18 in.4 OK A= 5.22 in.2 Def= 0.01 Wt= 6.16 plf L/ 8313 Check Shear fs =V/A= 0.01 ksi < Fs = 5.25 ksi OK Copy of 17-7400-95 Cola Cove SSWENGINE[RSI ES+A SHEET NO. 5 OF 1: CIVIL STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO. 17-7400-95 SURVEYING LAND USE PLANNING 2350 Oakmont Way,Suite 105 Eugene,OR 97401 Tigard, OR BY KDL (541)485-8383 Fax(541)485-8384 Pole Design DATE 5/17/17 8" x 4"0.25" Rectangular Tube 15.08 5.50 / Concrete Footing 6 I 2.00 FOOTING DETAIL Two(2) Footings are required NTS Copy of 17-7400-95 Cola Cove Fs" +-rte- 1cy/7 +- writ c, - Sc( (-S-6(S - 238-5 ___, .�.__ —_�_ ..... ICV -_ _. _ _ lit; �4 _ Q IIII1\11111111ktll ,;' 0rr z o II ,_—_— —-— —,. Qrlr •-- — s� `^`'s — . N= W I w tj U .,/' QLLoW O s II �- 1 LIwa8ENy¢ �a� .11 IIre v • I Q t-(� i e`e�leml� ��. 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