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Plans (27)
SSWENQINEERL ES+A SHEET NO. COVER ,41. 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 Channel Sign DATE 615117 STRUCTURAL DESIGN f i 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 I � ! i } { I i <,.90. PRQ, 14./cj frex <,11 cS'i OZ { 77 y- •R GON ! qFL ALP* ALP I RENEWS: IZ/31 17-7400-95 Cola Cove-Wall sign.xlsx :"R $$V . NO1NRS� ES+A SHEET NO. 1 OF Y 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 MAC (541)485-8383 Fax(541)485-8384 Pole Design DATE 6/5/17 Wind Design: Method 2-Analytical Procedure,SEI/ASCE 7-10 Components&Cladding(Ch.30) Exposure: B Wind load: 120 mph Enclosure: Enclosed Risk: H Non-Hurricane Prone Regions Sign Convention Plan View Towards _Away From B= 100 ft Surface Surface L= 60 ft Wind 41. __� u1.. G= 0.85 B + - Kzt=(26.8) 1.00 Kd=(26.6) 0.85 Kz(tbl 30.3-1)= 0.61 L qh= .00256KzKztKdV^2 = Kz*31.33 qh = 18.97 h/L= 0.300 a= 6 ft Roof Pitch= 0.5 :12 GCpi= 0.18 ± Mean Roof Height= 18 ft 0= 2.39 qhGCpi= 3.41 ±psf Zone Area(sq ft) GCp Gcpi GCp-Gcpi P(psf) .6*P(psf) Roof 1+ 10 0.30 -0.18 0.48 9.11 5.46 Roof 1- 10 -1.00 0.18 -1.18 -22.39 -13.43 Roof 1+ 100 0.20 -0.18 0.38 7.21 4.33 Roof 1- 100 -0.90 0.18 -1.08 -20.49 -12.29 Roof 2+ 10 0.30 -0.18 0.48 9.11 5.46 Roof 2- 10 -1.80 0.18 -1.98 -37.56 -22.54 Roof 2+ 100 0.20 -0.18 0.38 7.21 4.33 Roof 2- 100 -1.10 0.18 -1.28 -24.28 -14.57 Roof 3+ 10 0.30 -0.18 0.48 9.11 5.46 Roof 3- 10 -2.80 0.18 -2.98 -56.53 -33.92 Roof 3+ 100 0.20 -0.18 0.38 7.21 4.33 Roof 3- 100 -1.10 0.18 -1.28 -24.28 -14.57 Wall 4+ 10 0.90 -0.18 1.08 20.49 12.29 Wall 4- 10 -0.99 0.18 -1.17 -22.20 -13.32 Wall 4+ 500 0.63 -0.18 0.81 15.37 9.22 Wall 4- 500 -0.72 0.18 -0.90 -17.07 -10.24 Wall 5+ 10 0.90 -0.18 1.08 20.49 12.29 Wall 5- 10 -1.26 0.18 -1.44 -27.32 -16.39 Wall 5+ 500 0.63 -0.18 0.81 15.37 9.22 Wall 5- 500 -0.72 0.18 -0.90 -17.07 -10.24 Effective Wind Area Roof= 10 sq ft Effective Wind Area Wall= 60 sq ft Zone Area(sq ft) GCp Gcpi GCp-Gcpi P(psf) .6*P(psf) Roof 1+ 10 0.30 -0.18 0.48 9.11 5.46 Roof 1- 10 -1.00 0.18 -1.18 -22.39 -13.43 Roof 2+ 10 0.30 -0.18 0.48 9.11 5.46 Roof 2- 10 -1.80 0.18 -1.98 -37.56 -22.54 Roof 3+ 10 0.30 -0.18 0.48 9.11 5.46 Roof 3- 10 -2.80 0.18 -2.98 -56.53 -33.92 Wall 4+ 60 0.78 -0.18 0.96 18.14 10.89 Wall 4- 60 -0.87 0.18 -1.05 -19.85 -11.91 E- Wall 5+ 60 0.78 -0.18 0.96 18.14 10.89 Wall 5- 60 -1.01 0.18 -1.19 -22.63 -13.58 17-7400-95 Cola Cove-Wall sign.xlsx WENGINEERS. ES+A SHEET NO. 2 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 Channel Sign DATE 6/5/17 Latitude= 45.42201 Longitude= -122.7849 State of Oregon 2014 Structural Specialty Code Risk Category= II 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. (tbi. 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= .2SD1/SDs= 0.12 SM1 = FvS1 = 0.656 Ts=SD1/SDs= 0.61 SDS=2/3SMS= 0.716 Ta=CthnAx= 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 Tt.(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/1) SD1/T(R/I)= 0.59 Cs(min)=0.03 0.03= 0.03 Sing W= 200 lb V=0.2W= 40.9 lb x.7= 28.6 lb. 29 lbs < 715 lbs Wind controls 17-7400-95 Cola Cove-Wall sign.xlsx ENGINEERS fS d-k SHEET NO. I OF 3 CIVIL°STRUCTURAL-BUILDING DESIGNCI `A 4, • PROJECT NO. /J--7,1,0 -` SURVEYING.LAND USE PLANNING a 2350 Oakmont Way,Suite 105 Eugene,OR 97401 ' '4 -tom d it-. BY MA-C- (541)485-8383 Fax(541)485-8384 C-1-0,414 ...... .tee...) DATE Co'(s l I') 'p , .- //.r ilr -7ts '* ii 7/5 /2 .'t _-__..3 ?p t• @ IG``o.L 46 R tt ,� Q 3-4.2‘b.C. z $o w • ZZ rf e- c{g O, C. = X20 33 f--11>S fi.2 _ _ r tJ'5..5.._ #a i._ ti // � Z - 1.3pZ rd (ZZ47) } (.,.}pCos1+x 4 -2...s....:‘04 30Sa'ebsy-74_C'S +- 'Yr s,n'(7'. Z. ia3l 3z' ...?cc.4 l 45_ u c51(=to) 6 t_ SK = i- C. f _