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Specifications gu 620/q- ov, C2 7.K. S-t) RECEIVED • MAR 2 2015 STRUCTURAL CALCULUthNS I RD FOR Starbucks Site Signs Foundation Shady Lane Tigard,rd Ore g � go n Team Construction 4201 NE 66th Ave, Suite 105 Vancouver, WA 98661 cT�9 4:2Associated � .,,, Consultants, ► .�o,�. 140 ciP/ Inc. Structural Engineers - (EEPIREB: d—SO—/ 100 East 13th Street • Suite 10 • Vancouver, WA 98660 Phone: (503) 384-0460 • (360) 699-0607 • 21-2" F./ 4-111 7/8" •I 8 7/8" 14 1 14 1 • v.) < DRIVE THRU -Orr- MN* • • -A.- - 4 ;..:: : • NEVa side) Embed6 EE _minium 3/4" dia. 1 " long anchor bolts , into natural ,:ta* G #3 ties (3 EA.) : . - ,:• engineered; ;.Vq.: •• ' , : . , G #3 ties, Typ • G #4 verticals (4 EA.) ;log4 - "ad Starbucks Sign Foundation kl°144. 15-133 Associated Da estin Consultants, WSW Shady Lane, Tigard 1'02/19/2015 Inc. WicIEINI MotSheet No. 100 East Oth Street•Salle 10•Vancouver,Washingion 98660 Team Construction Portland:(503)3M-0460•Vancouver(360)699-0607 r2,-1 p(6�,m) 21/2" 1013/16" 8 15/1fi° (64mm) I` )I` (275mm) I I (227m) I • c+) I— LE m EXIT Il O N LY 0 --Open"- 1.0 --Open-- ► i ,tr" G (2 .side) Embed's minimum 3/4" dia. 1 ," 24" tort_ '.. °::iong anchor bolts into natural G #3 ties (3 EA.) g, xr raebr-. :; ,.: j ... :'.;�� #3 ties, TYP. _ —_ _ �=4`: #4 verticals (4 Ek) \ ~ rl ... . fY + G �� fwd �-::�'i..�.• j Associated Project Starbucks Sign Foundation 15-133 Consultants, '°""°aSW Shady Lane, Tigard Dots02/19/2015 Inc. 4 nIfu 100 Caa nthStreet•Suite10•V.r,rau\ri•Washington 911660 Ctient Team Construction Patbnd:(503)384-0460• Vancouver:N0)699.0607 cet ),sI gcog..Le. (45 12,3f, 2 t Z- S X /D Z $ 7d # i•J P#5?•S qo 44D pe 31 et = 471S 02)/4 - 144S r. 49 44- 72._ so # 05 ("2_ Br P"4.`` Starbucks Sign Foundation '°"'• 15-133 ConsultaAssociatednts, SSW Shady Lane, Tigard °"'02/19/2015 inc. Wilma Cant Sheet Ya. tooEvtlsrLsc«c.Suite la•vanc«,.aw. , sldnta.9as6o Team Construction Pa0and:(503)381.0460 • Vancouver.(360}699-0607 • • Associated Consultants,Inc Title: Job# • 100 East 13th Street suite 10 Dsgnr: Date: 1:10PM, 12 AUG 14 Description: . Vancouver,Washington 503 384-0460 Scope: Rev 580002 • user.KW-0603830,Ver 54.0 1-Dec-2003 Pole Embedment in Soil _(c)1983.2003 ENERCAI.0 Er.Aneerin0 Software ee.evecCatwlatione Description Circular pole with Point&Uniform Loads General Information Code Ref:1997 UBC 1806.8.2.1,2003 IBC 1805.7.2,2003 NFPA 5000 36.4.3 11 Allow Passive 250.00 pcf Applied Loads... Max Passive 1,500.00 psf Point Load 90.00 lbs Load duration factor 1.330 distance from base 3.500 ft Pole is Circular Diameter 18.000 in Distributed Load 0.00#/ft No Surface Restraint distance to top 0.000 ft distance to bottom 0.000 ft Summary ! Moments la Surface... Point load 315.00 ft-# Total Moment 315.00 ft-# Distributed load 0.00 Total Lateral 90.00 lbs Without Surface Restraint.. Required Depth 2.000 ft Press @I 1/3 Embed... Actual 214.12 psf Allowable 215.36 psf - M #3-Header Channel .. 2'-2 3/4" #4-Roof Panels r°— .1 #5 - oof Frame Z 1 . o o r. I.+ L 2° #7-Stee Frame • #7-Steel Frame ..SI_ #2-Ste€I Posts /� _, 61-me . aril-.•0•1111 MAMs #1' irr■ f� 5'-10 1/2° _110.1 rl ., #11 -LED Floodlight b (ilii. gal r .° l ....si_ 00 "gill' u7 ...�_ °' 11111111 e' Lai , owl b w ,,,: mum #8 -Acrylic Letters EILI{I .. .ata. --p- ra naa_MI, __ n err i� #10-Electric Errclosure1 ==` DNITOR EA Lee'i (, V1 r. 13') OD N 1 - ===• SET BACK e EMS 4et,w OW 14 I I . #9-Base Covers ilqi ' k //- /:,/,z_ / - fw ri. , 7 MM /„z/i/=/1/s Vr • a N N `- • • –�.r 0. ,, • ge. . --- — (et 44, , Br _ _ Projed Associated Starbucks Sign Foundation '" 15-133 - C Consultants, SSW Shady Lane, Tigard Date02/19/2015 Inc. *iamb.. Cried eet 100 East 13th Shur-Soil.10-Vancouver,Washington 90660 Team Construction Sh No. 5 _ Portland:003)384-0460 • Vancouver:(360)699-0607 1 u kf I� 1 t I _ t f 10 , A _t 0 \ ._ ii --/- ',0 ! rggrgg �'8 De t1 r_ DSP-�+�1 NCS } r A" t . 1 / • # Jr 1 4" la s 5 Associated l Starbucks Sign Foundation �'1>0 15-133 0....... Consultants, n"5W Shady Lane, Tigard '''`02/19/2015 Inc. Solawal Engine= lio. 40 ton fist 13dt Strut•Sure 10•vancouver.weahinglon 91660 CheatTeam Construction Sheet Portland:(503)384-0460 • Vancouver:(360)6990607 Go/tic,. PieA to �- 4 -v/4''4) D A .f 2_ - 1-16 i ( # .4 s 1-22 , --i 551 e 10 4 Pr Associated "a`l Starbucks Sign Foundation k°' 15-133 Consultants, Undies SW Shady Lane, Tigard D4402/19/2015 Inc. 540414619bleal Meat ska No l00 East 13lh Stat•Suite 10•vauetwuver,Washington 92660 Team Construction Portland:(SO3)324-0460 • Vancouver:(360)699-0607 . . * la . o4Dk:x fp wr 64-407, ivi 7 _ (.4, 1 ko _t- 2..e,) (4,-1.3) 1, 150 # 1 $ 1 4,___--- t 4 . x , 25)(4 42s) _ r-: Z2 ?L F CI` 77. 1 : :: E. . �1- /So (7. 5 /7) -r 2.2 ( /0 ?3W ' z . 5i 4 ` x 12+ Ti r &i , L PlrZ T.0 5UPP°IL y c -ioPy `col r1)5 , fr6 5°1 L` 1 1 ► • 1?-- =,-- e 0 i"' c ) ( S X 4 7C '-2.-- ) °2- Ve°C)C3 4f. 5A 7 ri4 �-ro12 o /S3 2_0 1 ,s- olc_ y 047 /, D 41 _ 0 x /7i►' al: 0= Associated ete Starbucks Sign Foundation '��` 15-13302/19/2015 Consultants, '°""SSW Shady Lane, Tigard r e, Inc. 100 East 130$S .Suite 10.Vonmuver.Washington 48666 cel Team Construction sept Ka Parl)and:(S03)384-0460• Vanraurer.(360)699-0607 • H 1 - 1,4"pr...) 5'-6'pcn,.., 3 r I4"1 . " 3'-6" 00, '�""v°` Varies • • 5' 1--- 3-•7:fg,;.-!':.7,31:' ,"%1('-' .' -'RA.'sr-"p'4-,,,-- :.:-., — 4s)0 . 0 Q5'x 2'027�..l.q aluminum tube,painted green to match PMS 369c(satin finish) is 3° it r4 00 ---3"x 4"x 1/4"0,....,s......, f steel tube painted black NOTE:Clearance Bar height may require • to match RAL 7021 M adjustment to accommodate curb ' and/or foundation height Manufacture to provide(2)2'-6'(762mm)cable lengths for such adjustments. meismin o © Side View 4 .i . _. 0(4)3/4'0....).x 36"n.«w Scale'1/2=1'-0" ,I A36 steel anchor bolts iI - . --Q(6)#4 bars on a r 11'pattern with 3'4"I...7..q • € (6)#3 sturrups v @4'�10'o.cot z g�-6" FLEA `? - then 10'o.c.there after a 3'Min.Conc.covers Do not weld rebar f,,,-, 0 Painted© Placard Graphic Details-Frost View � Scale:1"=1'-0' Copy,Cl to be op ,L , S ite"'X {' ?w fL I White# 1'-6"m•.., 2"typ.a,...4"- '--1 2'typ.m. F ehFront View gl_Placard Graphic Details-Bottom View Scale:1/2"= P-0' VP Scale:1'=1'-0' 07 • . H. 4- 3" x 4" x 1/4"0.,,x 102mm x 6mm) steel tube painted black NOTE: Clearance to match RAL 7021 M adjustment to acs and/or foundatior to provide (2) 2- lengths for such N 40(4) 3/4"(19mm)e x 36"(914mm) A36 steel anchor bolts Q(6) #4 barsona 11" pattern with I (6) #3 sturrups @ 4"0o2mm, 0.c.@ to then 10" o.c. there after 3" Min. Conc. cover Do not weld rebar 1'-6" (457mm) Front View mir Scale: 1/2" 1 -0 1a Sr-S/4 A) ,, ALLAri-- So I L. 17iuu17 } DL-(r41/if if (o! r ' 1, �. .ii -•\••— 0)01-.-11* 11 If It,etO3)-It`i' = 11 )( 7+ 3r4114- = q-c MDL = tl( ?<+.r+ If Gyr - 1i3� -► WL ...111- 116=14 L 54. 1. r W 5-771141 TY (-74'14-) R 4-td/6,Z)(4, (y /2f S �. Br Associated Prnjacl Starbucks Sign Foundation ke tick 15-133 Consultants, Laealiat SW Shady Lane, Tigard °4'02/19/2015 Inc. i6 She 100 East 130131mA•Sttift le•Vancouver.Wasautglon 98660 Team Construction a Portland:(S03)384-0460 • Vancouver(360)699.0607 WL • r+�Wwt,� ‘� ��, o,b = ' 1,9 ro Kl t S TkicEiJ DIRT 1MT 514.)ekf-r 4-11- SzJ` - ltd#-1 ,tWT,WJ U-F F.'1-4 41, 7 Iv it..) K-, / NIA,z-' q, 4x ? X Iu,3) .f- Pre/Oil riZ + Zit )(1,7,-. j, 11 PL. -, WL, i —t')3 FH --:.-OL °3 -- S C U u i r k j lIkA ! WI--Til w 10'13 Kt-- V5 = ci7 ; 0, (73_ 17,7 , (75 W to woniciAl Jjnz...0 SFr, c) )cr Osa. = o,il )CII - z,.-t, t - o,17r43J- = 6,.1. 4. Wwtj;z,o% # _ Offiivt qui.trAA.)? P,r= 2,4i,L c0-+ g,z)<��tr = 1u r a1-1 0h ,: Associated pry Starbucks Sign Foundation '�"° 15-133 11 di Consultants, Baa Date SW Shadyand 02/19/2015 Inc. kru�a,lLane Tigard Clea MOEau 13lhSweet•Swig 10•Vancoura•Waskitgan91660 a Team Construction Sh«rwa t V Portland:($03)334-0460 • Vancouver:(360)699-0607 1 Title Block Line 1 Project Title: -You can change this area Engineer: Projed ID: • using the'Settings"menu item Prcied Desi and then using the'Printing& _Title Block'selection. Title Block Line 6 Pooled:12 AUG 2o14,9:00,w . Pole Footing Embedded in Soil ENERCALC,114C.1 201 .s1 a ,,' .14.126 Lic.# : KW-06003$30 Licensee : associated consultants inc. Description: sign fig design Code References Calculations per IBC 2012 1807.3,CBC 2013,ASCE 7-10 Load Combinations Used:ASCE 7-05 General information Pale Footing Shape Circular Footing Diameter 18 in ..-- Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 250.0 pcf Max Passive 1,500.0 psf 1. Control ing Values Governing Load Combination: +D+W+H : Lateral toad 0.230 k Moment 2.376 k-ft • NO Ground Surface Restraint Pressures at 113 Depth Soil SWIM H, restraint Actual 336.0$4 Psf e. �C yw'i'4'F.dti Allowable 336.812 Psf Y • • ...Witiaiwa Regi iredl)e*h. 4425:0 F il • Footing Base Area 1.767 tl"2 Maximum Soil Pressure 0.0 ksf Rooting Diameter=+'-s- Applied Loads _ Lateral Concentrated Load Lateral Distributed Load Vertical Load D:Dead Load 0.1120 k 0.0 krft 0.0 k Lr:Roof Live 0.0 k 0.0 klft 0.0 k L:Uve 0.0 k 0.0 klft 0.0 k S:Snow 0.0k 0.0 kilt 0.0k W:Wind 0.1180 k 0.0 idtt 0.0 k E:'Earthquake 0.0 k 0.0 kilt 0.0 k H:Lateral Earth 0.0 k 0.0 kilt 0.0 k Load distance above TOP of Load above ground surface ground surface 10.330 ft 0.0 It BOTTOM of Load above ground surface 0.0 ft Load Combination Results ''Forces '6rqurid.Sdifaci; :.;°- `R .l5ssuie�>if<3 ':q: _:'•. •tttcrdase..': t�...,.�,.. r� ' I• 4abd�CombMlBgon'..:,:.. '.': ' , ':,:.:'.... ..: :LoadS- D Only 0.112 1.157 3.13 258.5 259.7 1.000 +D+1.+H 0.112 1.157 3.13 258.5 259.7 ' 1.000 +D+Lr+H 0112 1.157 3.13 258.5 259.7 i 1.000 +D+S+H 0.112 1.157 3.13 258.5 259.7 1.000 +D+0.750Lr+0.750L+H 0.112 1.157 3.13 258.5 259.7 1 1.000 +D+0.7501+0.750S+H 0.112 1.157 3.13 258.5 259.7 1.000 +D+W+H 0.230 2.376 4.13 336,1 336.8 : 1.000 +0+0.70E+11 0.112 1.157 3.13 258.5 259.7 1.000 +D+0.750ts+0.750L+0.750W41 0.201 2.071 3.88 319.8 320.3 • 1.000 i , I lv Title Block Line 1 Project Title: You can change this area Engineer: Protect ID: • using the"Settings'menu item Project Desc r: and then using the'Printing& ,.Title Block'selection. Title Block Line 6 Printed:12 AUG 2014,900Aid Pole Footing Embedded in Soil ENERCALC,6 C 1 8320 1412' '14 Lic.#: KW-06003830 Licensee : associated consultants inc. Description: sgn fig design +D+0.750L+0.750S+0.750W+H 0.201 . 2.071 3.86 319.8 3203 1.000 +0+0.7501r+0.750L+0.5250E41 0.112 1.157 3.13 258.5 259.7 1.000 +D+0.750L+0.7505+0.5250E+H 0.112 1.157 3.13 258.5 259.7 1.000 -0,60D+W+H 0.185 1.913 3.75 309.6 311.8 1.000 +0.60D+0.70E+H 0.067 0.694 2.63 215.0 216.6 1.000 • 14-4--