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Plans (19) ❑ 000000000000c' c ES&AP SIGN &RAIRIE RD I G6 AWNING SCOPE OF WORK: MANUFACTURE AND INSTALL (1) D/F ILLUMINATED •I NE OR 97402cf, G, -t 5 m co to C10 .0 o o P154I 485 5546 F1541 485 5815 -^s SCALE:1/2"=1'-0" c5 6a � � c�} as c �• 0 z' ems. =� L. c, 1 .-.,, DRAWING#: '' m 0 m e s ccio a 0 0 s-<`-.-"i 25"FLUSH MOUNTED FCO'SX3'dy1LU UNHANIIEL P -7,3.. .„7.7.; 1.-.•A 24531.1-SHOP 0 "stI _ g ) 3 ART FILE 24531AB1 — /2"s,XPtED HEX Bu'.TS(AQP) 8 1 * 2 a T1T ,, - e:! IA: T y 15g10 0 cc) ts� - of Fs d tU p 5 CLIENT: • �— 10"X "AIPNINUM CIANN (TYI-1 `� 'J COLA COVE :(14_ _ �` 13553 SW PACIFIC HWY e" (-7, E 4,) 8 TIGARD,OR 91281 0 a co ill 3 m -C sb tin o 0:- J r :{ o Al .:. C) :i.74• FABRICATE ILUMINUiSIGI§CABINET 1 4 k i LED ILLUMSTED 2 w CF,-.7'DATE:5/10/11 O .,� _ DRAWING TYPE:SHOP i.,;5` A• DRAWN BY:JC 8"X4"X.25"ALUMINUM RECT.TUBE \ s PRELIMINARY DESIGN:BL \\ SALES:BH CI ENGINEERED:YES 15'-1" CU WATCHFIRE 1EgMeyjX91p.E�ISPygY� hi. I rn ,..Z� rr*11 O �C ®0 SHEET# I OF 5 -�u ro 0 Z Ci) -�l6,\ n '11 tri s' ii 0.4 LEVEL 1-4 G A - T-11" -, r) ^%f FINISH FRONT VIEW 1� ;n - ► Q IDE VIEW COLOR CODE: Oi 111 PAINT SATIN BLACK ® PAINT TBD 1-f t P ES&A SIGN & AWNING (1) D/F BEAM STRUCTURE 89915 PRAIRIE RD.I EUGENE,0R 97401 91041.485 3546 91541.495.5853 SCALE:3/8"=1'-0" DRAWING#: 24531.2-SHOP ART FILE:24537A81 – 101" – 21" CLIENT: _.•-------- CHANNEL ALUMINUM COLA COVE •• 13553 SW PACIFIC HWY TIGARD,OR 97281 75" 10"X3.5"ALUMINUM – OPENING – CHANNEL(TYP) FOR CABINET DATE:5/10/17 88" DRAWING TYPE:SHOP OPENING 8"X4"X,25"ALUMINUM DRAWN BY:JC FOR CABINET RECT.TUBE(TYP) \,.._ X38" "ALUMINUM PRELIMINARY DESIGN:BL CHANNEL(TYP) SALES:BH ENGINEERED:YES 181" 10"X3.5"ALUMINUM T 1/2"0 EXPOSED CHANNEL(TYP) HEX BOLTS(TYP) mwramsimmaiimmimmimmimismaim 8"X3"ALUMINUM CHANNEL lILkII I 75" \ 25"X2"ALUMINUM – OPENING – FLATBAR FOR 8"X4"X.25"ALUMINUM FOR LED DISPLAY MOUNTING LED RECT.TUBE(TYP) DISPLAY(TYP) — GRADE - — — - SHEET# 2 OF 5 BO" LEVEL A FINISH FRONT VIEW SIDE VIEW TOP VIEW COLOR CODE: 0 ■ PAINT SATIN BLACK 0 1 I PAINT TBD ES&A SIGN & AWNING (1) D/F ILLUMINATED SIGN CABINET 89975 PRAIRIE RD.I EUGENE,OR 91402 p1141.485.5546 FI511.485.5813 SCALE:3/8"=1'-0" DRAWING#: 24537.2-SHOP 75" - 2"ALUMINUM F - 25" ART FILE:24537AB1 0" \ rRETAINERS(TYP) CLIENT: COLA COVE 17 3/16" r 2"ALUMINUM 13553 SW PACIFIC HWY 19 3/16" DIVIDER BAR(TYP) TIGARD,OR 91281 34 3/8" 36 3/8" 51 5/8" .080"ALUMINUM SKIN DATE:5/10/11 53 5/8'° DRAWING TYPE:SHOP 6813/16" DRAWN BY:JC 7013/16" 15 3/16" PRELIMINARY DESIGN:BL TYP SALES:BH 88 ENGINEERED:YES FRONT VIEW SIDE VIEW (1) D/F LED DISPLAY SCALE:3/8"= 75" - 15" - 1 - WATCHFIRE 19MM 48X96 LED DISPLAY 41" 5"CABINET SHEET# 3 OF 5 2"X2"X.25"STEEL .125"ALUMINUM ANGLE(TYP) LEVEL ABOTTOM FINISH FRONT VIEW SIDE VIEW COLOR CODE: 0 ■ PAINT SATIN BLACK ® PAINT TBD ES&A SIGN & AWNING SIGN FACES 89975 PRAIRIE RD.I EUGENE,OR 97400 P1541.485.5546 F1541 485 5813 SCALE:3/8"=1'-0" DRAWING#: 24531.2-SHOP ART FILE:24537ABI CLIENT: 741/2" - - - 741/2" COLA COVE 13553 SW PACIFIC HWY T-- TIGARD,OR 91281 1711/16" 1611/16" DATE:5/10/17 DRAWING TYPE:SHOP (4)LEXAN FACES (6)LEXAN FACES DRAWN BY:IC PRELIMINARY DESIGN:BL SALES:BH ENGINEERED:YES SHEET# 4 OF 5 LEVEL A FINISH COLOR CODE: 0 ■ PAINT SATIN BLACK ® PAINT TBD ES&A SIGN & AWNING INSTALLATION NOTES 89915 PRAIRIE RD I EUGENE,OR 97402 91541 485 5546 91541.4855818 SCALE:3/8"=1.-0" DRAWING#: —.4.°4-.4‘11 , 24531.2-SHOP - 8-5° •, 1' ART FILE:24531AB1 [11 CLIENT: COLA COVE 1SS 13553 SW PACIFIC HWY TIGAAD,OR 91281 DATE:5/10/11 DRAWING TYPE:SHOP DRAWN BY:JC i PRELIMINARY DESIGN:BL 15-1" Mil SALES:BEI ENGINEERED:YES --.1I 2"X 4"WEATHER PROOF J-BOX 010 It �\ \ /p app �. \ /\�i /lati; ,\\ /., \/,\\/4 /i �\i\ Vii/ \//, //,j ;\\\\\ \\��/ ;.o;;. %; \// 1"EPVC CONDUIT `oA o v (FOR POWER) Kev 3000 PSI osv SHEET# 5 OF 5 ° CONCRETE FOOTING 44 LEVEL , A FINISH FRONT VIEW SIDE VIEW ISO VIEW: FINAL ASSEMBLY NOT TO SCALE COLOR CODE: 0 . PAINT SATIN BLACK O2 1 I PAINT TBD SSWENOINEERS. 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 •OLEO PRocG. �s to 2 o= 109 ' O' ON S -i, i ZO.\" GO} y''FL ALPN RENEWS: Copy of 17-7400-95 Cola Cove Q; WENGINEERSSS ...,,.,w,. _,.- ES+A SHEET NO. 1 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 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 ,,,!. ,,� :..',AC ', c d= 8.00 in. lx= 47.620 inA4 thk= 0.250 in. Sx= 11.905 inA3 bi= 3.500 in. rx= 2.878 in di = 7.500 in. Wt= 6.788 plf ly= 15.870 inA4 Sy= 7.935 inA3 ry= 1.661 in Copy of 17-7400-95 Cola Cove „„Q, SSWENGINEERS. ES+A SHEET NO. 2 OF 5CIV t STRUCTURAL BUILDING DESIGN Cola Cove PROJECT NO. 17-7400-95 - r- 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 Exp. B Wind Speed 120 mph ASCE 7-10 F=qhGCfAs (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 SSWENGINEERS"` ES+A SHEET NO. 3 OFrt fj 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 5117/17 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, (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= .2SD1/SDs= 0.12 SM1 = FvS1 = 0.656 Ts= Sot/SDs= 0.61 SDS=2/3SMS= 0.716 Ta=Ct hn^x= 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 Desiqn 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 , $$V! ,N!.JNER S ES+A SHEET NO. 4 of• CIVIL STRUCTURL' 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 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 "'A-Y. ('`'A' 6061-T6 Fcyw= 15 ksi Trib.Area 0.67 ft. Fsuw= 15 ksi Span 6.25 ft. E= 10,100 ksi Def. = U 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. lx= 6.330 inA4 thk= 0.250 in. Sy= 2.550 inA3 ry= 1.100 in Shear Elements(Section 3.4.20) Wt= 6.163 plf h/t= 0 1,= 83.200 in'4 S1 = 4.4.72 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 lx 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 1 • Q1SSWENGINEERS.. ES+A SHEET NO. 5 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 8"x 4"0.25" Rectangular Tube 15.08 5.50 / Concrete Footing AL. 6 1--- 2.00 FOOTING DETAIL Two(2) Footings are required NTS Copy of 17-7400-95 Cola Cove g IW1,01,0011 WI WU 20V3CMYpLLa0 AIM / G a.-/ j;# Y 00 3 \ I $ �'�' Sys / ld�3 / on �!h � �3iNrp�� 1 u6!S6wpuelsael. 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