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Plans (3) BUPZ015 001u5 I RECEIVED I MAY 4 2015 2'-8" _ t -2 BUILTy DING DI V(cD MIXER/EXTRUDER � ' CI DRAWING 7205-01 I SOON NO WELD NOTE 6 (ALLOW MIXER FRAME THERMAL EXPANSION) 8'-3 3/4" SPECIAL 1 SECTION REQUIRED ELECTRICAL PANEL i / State of Or t1 IUctural $ clai Code (1) 7/8 � x 4 1/2 DEEP, CLEAN DRY O Concrete and Rei ming Steel HOLE FOR 3/4"s� x 6 1/2" A36 THREADED nnn��,,,,�dd BOLT (2 1/2" PROJECTION) INSTALL WITH t Botts install in oncrete SIMPSON AT-XP ADHESIVE PER SIMPSON SPECIFICATION. WEIGH HOPPER ASSEMBLY A / DRAWING 7210-01 I i I 18'-7 1/4 O Special Mom sisting Concrete Frame APPROXIMATE / ° ° ° ° O ReinforcingPrestressing Steel Tendons M a 5" OR 4_ ° ° 1Q 5�rua�ral DETAIL 2 DRAWING 7205-02 - r / (1) 7/8'A x 1/2 DEEP, CLEAN DRY ---- -------- — — i- -i--- --m ': --- ---- ------------- ------ g L 5 x 5 x 1 2" x 10" 0 High-Stfength BO n HOLE FOR 3/4"0 x 6 1/2" A36 THREADED - --- - -------�- -.,,� -- --- - ------- ------- ---- — ----- - StfliCtil n ---- BOLT (2 1/2 FROJECTION) INSTALL WITH i / SIMPSON AT-XP ADHESIVE PEF SIMPSON SPECIFICATION. i i ° ° `-- APRROXIMATI Reinforced G p Concrete a3 ------------- _ o ° 2 - ° ° ---- / ------ LADDER ACCESS 11 ° ° ---- ------- i3--insutatinB ° ° FW ANCHOR DETAIL UPPER LEVEL EXISTING FEEDER BIN F a p spry rlipp1lid Resistive Materials SCALE: 1 11/2"= V-0" (2) READ `„ :: AND INCLINE CONVEYOR ------------ - _ REMAIN IN EXISTING LOCATION -' x O Pi►fnSs,DrilledP and Caissons 0 (3) 500 LB LOAD - = ¢ `�' CELLS C� 120' N o 7206 D Shotcrsts i 24" x 30 3/4" TOP OPENING 7210 ¢ Z D SpwW tiradi ng ANCHOR DETAIL �i IN WEIGH HOPPER _ ® M r 0. cavatioaand Filling MIXER/EXTRUDER _ uj O Smoke-Contra S DRAWING 7205-01 1/2'.._ SCALE: 1 11/2"=V-0" (12) REQD ^' Uj D Other tns ns { m 00 1 SIM 3 LADDER ACCESS i -� - LLJ - - --+- ------�- ._._ .. - - a HOT OIL EXPANSION OFFICE COPY 1 4 4 LOWER LEVEL ----- NOTE 6 i � ' + x TANK DRAWING 7206-01 1 4 4 EXISTING 3 -6 i _ 0 CONDUIT TRENCH - - ....�.,..�. .....-._..... _... ..._..._� (3) 7/8"0 x 4 1/2" DEEP, CLEAN DRY HOLE FOR 3/4"0 x 6 1/2" A36 THREADED ig3s�Sl�iuo�- owy BOLT (2 1/2" PROJECTION) INSTALL WITH ❑ SIMPSON AT-XP ADHESIVE PER SIMPSON SPECIFICATION 4'x4'x3'-3" _ _ - _ -_ ; ------ ��pus vogeneax3 BulPvjE)lgaed PALLET BOX S � - - � --- i i sie�iO4S ❑ Z old PelitjQ SBU suoss;eO pue� a i i 2 !!td Q DETAIL 1 DRAWING 7205-02 % -------_-- i --J -) - - s;el�aisthlahl;sls;• - -a QetlddbAEJdS D L 5 x 5 x 1/2" x 20" NOTE: VERIFY SLAB THICKNEES PRIOR TO INSTALLATION. IF `OTAL SLAB �'nsul 0 THICKNESS IS LESS ThAN 6" PALLET BOX & PIPE EXTENSION NOTIFY ENGINEER FOR REVIEW. 12'-1" FROM MIXER BY AGILYX �> i ANCHOR DETAIL 6"0 SPOUT 1 APPROX 13'-6" APPROXIMATE _ Bug �a;6i' �. SCALE: 1 1/2"=1 '-0" (2) REQD i TO BE DETERMINED BY AGILYX 31'-9" oulplam APPROXIMATE 50 HP FRAME 326T suoPuel leets Sulssai=se.1a T Ise;S 8L,010i.;.w.,: PLAN 1750 RPM, 460V, 3 PHASE MOTOR eW l 810"Uoz)sups;saa-;uetuopt 1210eds d CITNI, _ . 2D et8jauo3 ut P81191sul 93109 ❑ EXISTING INFEED BELT CONVEYOR SCALE: 3/8"=1 '-O" LOW POINT TROLLEY REVIEWED FO!, 3 cOMP�;Ilix4 lis Bulo�otu;sa Put e3®,,,ups FIELD MODIFY TOP 11 -� CHUTE AS REQUIRED j-i-�-"v Approved:; 1� � UTC: [ ' 1 �a 1� S leanjonils uo ejp 10 ems Q3vinttaN N0I1.33dSNI '1VI33dS 2'-7" Address;; ;,/ NOTE: INSIDE WEIGH HOPPER Suite#� ` o WEIGH HOOPER ,APACITY TOTAL VOLUME 1 _ _., 1. WEIGH HOPPER CAPACITY IS 11.3 CU.FT. THE WORKING a, 2OF 11.3 CU. FT. 11.3 CU. FT. ` I Dates` - CS CAPACITY OF THE MIXER IS 119 GALLON WHICH IS 15.9 CU. FT. _co ?6_1f 5 2. WEIGH BOX SEQUENCE OF OPERATION: T/WEIGH HOPPER BOTTOM OF INFEED CHUTE A) GATES CLOSED - BOX IS FILLED FFIC CC's AARON EQUIPMENT B) INCLINE FEED CONVEYOR STOPPED FIELD RELOCATE - REFURBISHED WERNER & PFLEIDERER C) BOX CONTENTS IS WEIGHED 24.7 CU. FT. CAPACITY BETWEEN 00 x & SHORTEN LEG WEIGH HOOPER AND TOP OF SANT-TECH � MIXER/EXTRUDER TYPE UK450-A3 D) GATES OPENED CONTENTS DUMPED INTO SANI-TECH E) GATES CLOSED - BOX FILLED FOR NEXT CYCLE AS REQUIRED MODEL ST516-6 a' a `V 3. WITH SENSORS PLACED IN WEIGH HOPPER AT HALF FULL THIS WOULD GIVE ADDITIONAL FLEXIBILITY. THIS WOULD o 0 PROBABLY GIVE MORE OFA CONTINUOUS OPERATION 7210 EXPANSION JOINT ELECTRICAL PANEL I I -- -- - THROUGH THE MIXER. i EXISTING HINGED LID (CONFIRM SIZE -:____= 4. WEIGH BOX FULL AT 11.3 CU.FT. m WITH COUNTER WEIGHTS & ELEVATION) i 11/16" � I ;' i� AT 5 #/CU.FT. GIVES A WEIGHT OF APPROXIMATELY 56.5 LBS. _ W T/SANI-TECH COMPACTOR 5. AT 1000 #/HOUR AND 56.5 #/LOAD GIVES 17 LOADS/HR OR 3.39 MIN/LOAD. O — J o o i I ® 6. WELD ANCHORS TO FRAME OF MIXER ONLY AT THE ANCHORS THAT ARE INLINE WITH THE INPUT FLANGE OF MIXIER. THE OTHER ANCHORS o a PALLET BOX & PIPE EXTENSION + P ' + THAT ARE ON MIXER ARE TO MAINTAIN ALIGNMENT ONLY AND ARE NOT FROM MIXER BY AGILYX ` "' - BTM TANK WELDED TO ALLOW THERMAL EXPANSION OF MIXER. Cl- CD + 7205 --- -__-- I - - - 3/4"-150 LB `-4 FLANGE + N — Ln � 3 \ M I N DESTROY PREVIOUS COPY M M h S LO - Ll DATE: 04-28-2015 N M \ 1 1'-1 1/16" 4'-10" � 4'-10" � CONDUIT 3 Issued for Construction TRENCH 3 _ SIM 04-22-2015 4 5'-11 15/16" Date: SECTION q ELEVATION 12'-7" SCALE: 3/8"= 1 '-0" SCALE: 3/8"=1 '-0" 0��7�CE C THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED G 04/27/15 UPDATE EXPANSION JOINT & ADD HOT OIL EXP TANK RAR SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF F 104/14/15 UPDATE MIXER PER DIM RECIEVED ON 04/13/15 RAR THE PROFESSIONAL ENGINEER'S �© a fi BRADFORD T. R . MILE S THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON SEAL APPEARING ON THIS ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. j d 6 ,a' CONRAD PORTLAND, OREGON THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED E 04/06/15 UPDATE PER MEETING ON 04/02/15 RAR DRAWING APPLIES ONLY TO THE 4- 14,$56 9 CROW ENGINEERING C O. UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW WORK AS SHOWN ON THIS �;� anti ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT D 03 26 15 REVISE LOWER LEVEL PLATFORM RAR WRITTEN PERMISSION. COPYRIGHT 2015 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. / / DRAWING FOR THE ORIGINAL �' CIVIL • STRUCTURAL • MECHANICAL ENGINEERS GEN-6 FEED SYSTEM THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR C 03/20/15 GENERAL UPDATE LAYOUT RAR TITLE BLOCK DESIGNATION. O SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER FEED STOCK PRE—MELT WITH WEIGH HOPPER AND/QR INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT ANY ALTERATION OR REUSE OF 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7592 AND INSTRUCT THE OPERATORS UPON THE APPLICATION. B 03/16/15 UPDATE WEIGH HOPPER RAR 22.yQ THIS DRAWING WITHOUT THE A Q` PH (503) 213-2013 FAX (503) 213-2018 wwW.BCCENGINEERWG.COM PLAN AND ELEVATION THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN A 02/09/15 UPDATE WEIGH HOPPER/SUPPORT, ADD ANCHOR DETAIL RAR WRITTEN CONSENT OF THE r y�N W. Ga� AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE PLOT: 05/01/2015 11:38:59AM rar DRAWN CHECKED SCALE DATE DRAWING NO. Rte, OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. REV. DATE DESCRIPTION BY REV. DATE DESCRIPTION BY ENGINEER IS PROHIBITED. �� J SAVE: T:\12958\0000_Pre_Melt-Test\0010-O1-vO7.dwg 05/01/15 11:38:46AM rar RAR 3/8"=1'-0" 02 03 15 / / 12958-0010-02 G BILL OF MATERIALS ITEM QTY. DESCRIPTION DRAWING N0, NO. 1 3 HSS 4 x 4 x .250" x 9'-9" 2 1 HSS 4 x 4 x .250" x 4'-11 1/2" 1'-10" 3 6 HSS 3 x 3 x .188" x 2'-8 1/16" (TRIM) 4 4 HSS 3 x 3 x .188" x 1'-10" , , STAND OFF DETAIL "C" 3" -"I( 12 5 2 HSS 3 x 3 x .188" x 2'-6 5/8" (TRIM) 20 8 1 1 N O 6 1 BAR 1 x 1/2 x 1'-10" ------------------ 7 4 HSS 4 x 4 x .250" x 1'-10" ® 8 4 PL 1/2" x 9" x 9" (TRIM) 1/2" 1 1/16"0 HOLE FOR -------------- 21 o WELDING 3/4" PIPE NIPPLE 13 9 4 PL 1/8" x 3 3/4" x 3 3/4" (TUBE CAP HSS 4 x 4) --------_----- ----- o - N 1 1/4„ 11 5" _ 13 12 1 PL 10 GA 27„ x 4'-0” (FORMED) 13 2 PL 10 GA 3" x 20 3/4" 10 i I u .. - ~ll 14 1 PIPE 3/4" NPT NIPPLE n � I 1 1/2 -� 15 1 BALL VALVE 3/4„ NPT STAND OFF DETAIL "C” I \`�__L_ 'I 25 16 ff ff 17 --- - - , C-4 STAND OFF DETAIL C „ - - 4-0 18 1 BAR 3 x 1/8 x 5'-0" (FORM) 8 I----------------- I SCALE: 1 "=l '-O" (2) REQD ® „ 19 1 BAR 3 x 1/2 x 3 2 20 1 HSS 3 x 2 x .313" x 1'-10" 1 21 1 BAR 4 x 1/2 x 10" (TRIM) 2" 1'-6" 2" 22 23 -------------- ------------------------- "' 24 25 4 L 2 x 2 x 1/4" x 4 NOTE 2 PLAN 15 NOTES: SCALE: 1 "=1 '-0" 1. BILL OF MATERIALS IS FOR REFERENCE ONLY. CHROMALOX EXPANSION TANK 2. AFTER TANK LOCATED ON SUPPORT STEEL WELD ANGLE DRAWING 296-120971-000 ANCHOR STRAP DETAIL "B" KEEPER (4) PLACES AROUND TANK BASE. WITH 2 1/2" INSULATION ANCHOR STRAP DETAIL B DRIP PAN DETAIL ff A ff 3. BILL OF MATERIAL QUANTITY CALL-OUTS ARE FOR ONE SUB ASSEMBLY ONLY. FAR SIDE ANCHOR PAD DETAIL "D" SCALE: 1 "=l '-O" (1 ) REQD it STAND OFF DETAIL "C" FAR SIDE M \ _ DRILL & TA P ------- 3/8-16NC 11 A (2 PLACES) C4_ 00 it N 5 - - -- I I I � I I I „ -I i I -J I STAND OFF DETAIL "C" 3/4 I I I II II , I II II I I II II I I I I 1 1 1 1 I I I I I I I I 1/2 v I I I I I I I I I I I I I I I \ ANCHOR PAD DETAIL "D" i l I i i 1 C1, N_ ;Y, PS i NII 1 0 HOLE (2) PLACESFAR SIDE ;, \ ;� FADE I „ ' III I I FOR 7/8"0 ANCHOR rn I I I I I I 19 ff I II Illi � I II II I ANCHOR PAD DETAIL D 1 OR�2 � I I I i T - SCALE: 3"=1 '-O" (4) REQD 3„ N a- 1n --- - - ---�--- -------- II I I I I I I I II I I I I I I I I \ 1I I I I I I I I I I I I I I 1 -I i — i- N -- - - NEAR SIDE, l i 1'-10' 1 1/2” 2 1/4" l I i NEAR SIDE 9 I r r 3/4" I I 9 I o II II I I I 2 1/4" 4 1/4" 1 „ 7/16'0 HOLE j--- I `____-; a, N (2 PLACES EACH) 911 i 7 i NEAR SIDE NEAR SIDEi i lox it 1 I + ' I SECTION q ' 35 I SCALE: 1 1/2"=1 ►_0►► DRIP PAN DETAIL "A" I I ' I 38. 4' 6 l I - N I o 0 I M I Ln I III iiI it III III -- ------------ ----- 11L==�11 �' I -- I ------ ---------- iIL==��i 6 TIL--��I -- I l l I ANCHOR STRAP DETAIL " B" 41 14' i I SCALE: 1 =1 -0 (2) REQD I I �� `� I I I _ I REVISED PRINT 3 DESTROY PREVIOUS COPY I 3 I I l05-01 -2015 8 I I DATE: Issued for Construction N I Date: 04-28-2015 2'-2n _ 2'-2" ELEVATION END VIEW SCALE: 1 "=l '-O" SCALE: 1 "=1 '-0" UCTUR/Cp THESE PLANS AND SPECIFICATIONS, AND THE ENGINEERING AND DESIGN WORK TO WHICH THEY PERTAIN, ARE INTENDED 'S SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THE PROFESSIONAL ENGINEERS� G I N BRADFORD T. R . MILES THESE PLANS AND SPECIFICATIONS, OR THE DESIGNS, ADVICE AND INSTRUCTIONS ATTENDANT THERETO, ARE USED ON SEAL APPEARING ON THIS ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. DRAWING APPLIES ONLY TO THE CONRAD PORTLAND, OREGON THIS DRAWING IS THE PROPERTY OF BRADFORD CONRAD CROW ENGINEERING CO. IT IS LENT AND IS TO BE RETURNED a0 3 r C R 0 W ENGINEERING C 0. UPON REQUEST. THE DESIGNS AND IDEAS SHOWN HEREON ARE THE PROPERTY OF BRADFORD CONRAD CROW WORK AS SHOWN ON THIS � _� - d ENGINEERING CO. AND SHALL NOT BE REUSED, DISCLOSED TO OTHERS, OR COPIED, IN WHOLE OR IN PART, WITHOUT CIVIL • STRUCTURAL • MECHANICAL ENGINEERS GEN-6 FEED SYSTEM WRITTEN PERMISSION. COPYRIGHT 2015 BY BRADFORD CONRAD CROW ENGINEERING CO. ALL RIGHTS RESERVED. DRAWING FOR THE ORIGINALjai THESE DRAWINGS DO NOT SHOW THE PRESENCE, LOCATION, POSITION, OR APPLICATION OF SAFETY DEVICES UPON OR TITLE BLOCK DESIGNATION. ✓G try 1� HOT OIL EXPANSION TAN K SURROUNDING MACHINERY AND/OR EQUIPMENT. IT IS THE SOLE RESPONSIBILITY OF THE OWNER, MANUFACTURER ANY ALTERATION OR REUSE OF tiF 27,10 QP 9925 SW NIMBUS AVE. SUITE 110, BEAVERTON, OR 97008-7592 AND INSTALLER TO PLACE PROPERLY ALL SAFETY DEVICES UPON OR SURROUNDING MACHINERY AND/OR EQUIPMENT AND B 05/01/15 REVISE BASE PLATE AND ANCHORS RAR THIS DRAWING WITHOUT THE ��AVID MGA PH (503) 213-2013 FAX (503) 213-2018 WWW.BCCENGINEERING.COM PLAN, ELEVATION & DETAILS INSTRUCT THE OPERATORS UPON THE APPLICATION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN A 04/28/15 CHECKED AND CORRECTED RAR WRITTEN CONSENT OF THE SCALE DATE DRAWING NO. REV. AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE OBSERVANCE ENGINEER IS PROHIBITED. SAVE: T:\12958\0000 -Melt-Melt -01—vO2.dwg 05/01/15 11:42:13AM rar RAR WEH 04/28/15 EXPIRES: 12/31/'Lo►�t PLOT: O5/O1/Z015 11:42:17AM rar DRAWN CHECKED p OF ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS DURING CONSTRUCTION. REV. DATE DESCRIPTION BY REV. DATE DESCRIPTION BY 1"=l '-O" ��=1 -0�� B 04/21/15 12958-7206-01