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<br /> i Q OB 4 4 Os n Nettltors
<br /> .. Q AREA OF Q /S7
<br /> Si Land Surveyor.,
<br /> Comment,Flom*"Flom*".
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<br /> A i ..<iD OWI30
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<br /> . TACOMA SEATTLE
<br /> ——J 2115 Nati 3011 SeeeL Sulo 300,Teoxne,WA 98103
<br /> --_ _
<br /> I I I I 1I � I I
<br /> 2253.3332422 Tfl
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<br /> O d ( 1200 SIM A,3ven
<br /> ue,gib 1820,Seale,WA 98101
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<br /> Project T,.
<br /> -! — — - —I - — — — -1 CASCADE COFFEE
<br /> o---- M — — - — — — -- — — — GREEN BEAN SILO
<br /> __ I I I I FOUNDATION
<br /> 0--_—_—_— ---i.----.. —__._<—a—_—_�__—_—_--_—_ _,'pJ •4xl'-0"DOWELS AT P1)GONG FTG PER
<br /> 1 I I I I I I— INTO OC-EMBED S' PLAN �G Cli
<br /> INTO(E)LONG SLAB TOP� � G
<br /> AND EPDXY
<br /> 'GATED PER 1e;. ADE COFFEE, INC.
<br /> (E)CCNC SLAB /
<br /> ,PLM!
<br /> ON GRADE I'h'CLR -e 9 \ �
<br /> —_— 1525 15th 57 9W SUITE 100
<br /> S� 45-0 EVE�tt,WA 98203
<br /> II I I I ! I I _ --- —- �3"CSR tee ,;�ti("
<br /> � I -I
<br /> U_._—_—_—_ —_ —_—_I— -.i_—_—_I._ __- _---t—— L-----1--i—_ -v / . \ 1r
<br /> 213013620-TA5K22
<br /> 4 NEW IS mil VAPOR
<br /> BARRIER-LAP 1Y' BOTTOM RERF PER Issue Set A Date
<br /> 1 I I I I MN WITH EXISTING PLAN•TERMINATE
<br /> VAPOR BARRIER ALL BARS W/STDROCK ®f PERMIT SET
<br /> o-.__—_—_— I I_ __ __ __ __ _ __ __ _— 4"FREE DRA
<br /> GRAVEL OVER �`__ V
<br /> I I I I COMPETENT
<br /> SOILL .� G.w/ S�A�1. MA, 20.1013
<br /> 16) ‘hitIG'S
<br /> 13 5‘1
<br /> �,q, �y� a L.
<br /> FACILITY MAIN FLOOR PLAN �� 1 SECTION 3 ®`'�es,N1 Ix, ,.. `"�vdv` O��Noe'�eoofy
<br /> IIII
<br /> rj EXISTING CONCRETE 4 EXISTING CONCRETE ....REUSE OF eauvicei
<br />, co _____ - -
<br /> TILT-UP WALL / STRIP FOOTINGoxarainis:ratneo'cir"xo X.
<br /> VC DAK•111.1.1.11,1 Y 00.140M1
<br /> 11101.1111 0.11 9.14
<br /> 115•"1 I MRS.9766.<110011111,
<br /> 5.-6" 3.-6, .o 111-6" I ,
<br /> a 1 35'-48" NOTES:
<br /> iA E1• �- I { I. SAWCUT EXISTING SLAB TO PERMIT
<br /> INSTALLATION OF NEW
<br /> NG.
<br /> s mi 1:: ---r ::1 - +--- I >-71 �' 2. EXCAVATE TO DEPTH REQUIRED FOR
<br /> __ ❑ _ _ CI __ t=t, 4kc,. FOOTING A COMPETENT
<br /> i' / \ i' REPRESENTATIVE OF THE OWNER
<br /> e 0 I I / / / I SHALL INSPECT THE SUBGRADE TO
<br /> a }i 9-i i L I/ I / L I/ L I \I VERIFY SUITABILITY TO ACHIEVE
<br /> TYP 11 I _1?__ I 1 f��µ i-Z-- I I --I 7_-_-_- I 4G+ • # Yet : t+ BEARING CAPACITY LISTED IN
<br /> `_- _I, \ / \ �7 / -\ I / \ / \ / \ STRUCTURAL NOTES.
<br /> 11.1
<br /> IJ \, I 1 �/ I I �/ \� I 1 �/ \� I I_ �/ \� I I �/ •\� •III �// • ____
<br /> 4
<br /> w - _ tL- Lf_ . 1L- .-.i ..__tL- `,4,_ = 3. EQUIPMENT DESIGN AND ANCHORAGE
<br /> - I I I I I I' BY OTHERS.PROVIDE A MINIMUM OF
<br /> -r _F-I, 7 _11,\ -,-I-- -I I - -f -, --`- (4)E% DIAMETER EXPANSION
<br /> I, 1 I 1 i-- I , I
<br /> 9'-0"x 9'-0"x 1'-0" J
<br /> 6'-,-" \� I \� - I I \�' \� I ANCHORS WIN 6"EMBEDMENT AT
<br /> I I \ I I / I ' \ I
<br /> THREETIER / I \ / I \ / 1 \ I I \ / 1 \ / I .T EACH COLUMN.
<br /> CONCRETE FOOTING- SCALE HOPPER I -—1 I--- I —Zi-—— 1 I ——L I——— I rr1i- i rill Lt`? i__.- - t�'' 8
<br /> REINFW/5SAR5AT I L�--I T--� I I LJ— 17 -� I I --I T--�J I '
<br /> 12"00.AT BOTTOM. \ \ \ / \ / \ 4. EQUIPMENT LOADS USED FOR DESIGN
<br /> WERE PROVIDED BY THE EQUIPMENT
<br /> �/ // -/ MFR OR OWNER,AND ARE AS4
<br /> 20'-0"x lT-6"x 1'-4" ----- -- ----- FOLLOWS:
<br /> CONCRETE FOOTING- - - ------ ❑ ____,+ Revisions.
<br /> REINF W/.1 BARS AT
<br /> — "" -GREEN COFFEE BEAN SILO
<br /> 14"O.C.TOP AND w I 40 K DEAD LOAD
<br /> BOTTOM. - 40 K LIVE LOAD(BEANS) Sheet rue
<br /> ® I SCALE 3.3 K DEAD LOAD SILOR AT
<br /> 10 K LIVE LOAD(BEANS) PLANS AND
<br /> 3'-4 TYP 42'-54-" 28 '-3Z" 31-41" -3-TIER SCALE HOPPER DETAILS
<br /> NEW GREEN COFFEE BEAN SILOS WITH SCALE HOPPER - 10
<br /> FUTURE GREEN COFFEE BEAN SILOS WITH SCALE HOPPER K DEAD LOAD
<br /> 10b K LIVE LOAD(BEANS)
<br /> -CABLEVEY SYSTEM
<br /> 40 K DEAD LOAD Designed pv: Drav,n 5 Cnec.ed by.
<br /> ‘ 11e)
<br /> \ � AS DR DB
<br /> fid/ Sheet No.
<br /> ?12rriv\o..
<br /> C1'; EEN COFFEE BEAN SILO .ANC) SCALE i-40PPER FOUNDATIONS NORTR ® 51.2i
<br /> 1 . l C 5 2 � Sneeze
<br />
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