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AGILYX RECEIVED FEB 1 3 2014 CITY OF TIGARD BUILDING DIVISION EVEREST PROJECT , ) ,v ,,zct GTL TIGARD , OREGON al :11: ,:' PROJECT INFORMATION N AGILYX CORPORTATION CONTACT: ERIC CHRISTENSON 9600 SW NIMBUS AVE, SUITE 260 I ::-# BEAVERTON, OR 97008 PHONE: (503) 217-3160 • • ' ; '� �FAX: (503) 217-3161 Ir SITE LOCATION: r 7904 SW HUNZIKER ST / PROJECT ••Td and , , 7.4_ aclTAX LOT 200 TAX MAP 2S1 01 CA �i AREA f/ w` i 4 @ . : rmosa Ay' ' , as T p ZONING: LIGHT INDUSTRIAL / * � , s� ; .4f _ v _ EXISTING BUILDING j E �s'sl t �s��=ee � , d s_ ENGINEERING ;/ �• �,:yit + + • '' .. , EVERGREEN ENGINEERING INC. , t > CONTACT: MAX FREDERICK / , . ; • a 1740 WILLOW CREEK CIRCLE ' } €� EUGENE, OR 97402 �� ! x �aT ' '_ �. sA , . [i . PHONE: (541) 484-4771 �Q • �, � �i -, s7 CITY OF TIGARD ii, FAX (541) 484-6759 i �� �� ` ��: �' •e s :� Approvedlub&61 ...[�Y i j � Conditionally Approved [ ] �� <0.�/ itr Cs";, _ s SeaIettato:Attached [ ] ��w i , s sW vacs sl I Attached 1— I ' 1 r V I, / PermitNumber: ` �J Rao'•- l; v Ads ice , ' .'� �. Ste, -� T - "_t ' By: T �� Date: Z4' ' ,r / f` � t i'''' c -,'° * CITY OF TIGARD '' � ` . s• � - ., a ''.ourgst • PROJECT LOCATION `= r.- , SW ecn Cc- r r `� • x Approved•... `�l...«.............[i •� '' i - .. Conditionally Approved.«».,,,.....[ ] i a r . ' See , y Letter .Follow. ..». ] / — '�'I# I Attached „,,,,,,,,,.[ ■ 4 v�,� •�q remit Num." i 44"L�/\L INI''' / •,. a � Ad. .an. 0. a �Et � r w ' / •" By 'rill Date: jr�'�"1� �{ / d ' 111 }}} Approved plans LA o a'l I C*:T ' VICINTY MAP shall be on job site. �°4` NOT TO SCALE OFFICE COPY ED PROF DRAWING NO. REV. DRAWING TITLE COMMENTS 47"78fl >�\�' C, N&;91000G 01 B TITLE SHEET LOCATION MAP 1000G-02 B PROJECT NOTES 1 "=40'-0" ! � 5 I 14 1000E-01 0 GTL REDESIGN PLAN °� 1000L-02 0 GTL REDESIGN ELEVATION 1000E-03 0 GTL REDESIGN ELEVATION t Zl3tTzo�S 1 1000N-01 B PLAN AND SECTIONS n 1000N-02 B SECTION AND DETAILS 1000N-03 B DETAILS 1000N-04 B DETAILS 1000P-01 0 GTL PIPING ISOMETRIC 1000C-01 A FOUNDATION PLANS 1000M-01 C SERPENTINE HEAT EXCHANGER; PLAN, ELEVATIONS & DETAILS ISSUED F 0 R E 1000M-02 0 FLUE GAS HEATER COMB, CHAMBER 0 ISSUED FOR CONSTRUCTION MPF 1/29/14 1000M-03 0 HOT AIR BURNER MIXING CHAMBER CONSTRUCTION A ISSUED FOR BID ]BP 1/10/14 1000M-05 2 MIXING CHAMBER `i'� ,cr 1000M-06 1 SPOOL PIECES • 10B NUMBER - 1 • EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED � 1000M-07 0 CYCLONE SHELL Engineering and Construction Services 2859.0 CONFIDENTIAL AND PROPRIETARY, -•'r�k' DUPLICATION OR TRANSFER, AND , -: •:.r. EUGENE, OREGON •• r•r.� (s++) Ian 4771 r�x (ui) 184-6759 aRD: COMMUNICATION TO OTHERS IS t 1000M-08 0 PIPE JACKET DETAILS .,•4-4771,,FAX: X541) APP: PROHIBITED WITHOUT THE WRITTEN CONSENT OF AGILYX Q: DRAWING NUMBER:1000G01 FIE:2859-0_1000G01,dwg I PID—PA-03 I D PROCESS RECLAMATION UNIT (PRU) A �D PID—PB-05 C QUENCH TOWER agu lyH D 1/8/14 1000G01 0' PID—PA-23 2 PRU GTL—C �� TITLE SHEET AGILYX PROJECT NUMBER: CUSTOMER: AGILYX .. . - .. PID—PA-24 1 GAS BURNERS LOCATION CUSTOMER PROJECT ID: EVEREST JBP 1 of 1 DESIGPROJECT DRAW NOTES [ IBC ]ARE APPLICABLE TO ALL AREAS UNLESS NOTED OTHERWISE ON INSPECTIONS : CH 17 REINFORCED CONCRETE : [ IBC CH 19 ] STRUCTURAL STEEL: [ IBC CH 22] A. ALL CONSTRUCTION SHALL BE INSPECTED IN CONFORMANCE WITH THE 2010 A. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE A. DESIGN, FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH THE MANUAL OREGON STRUCTURAL SPECIALTY CODE (OSSC). ADOPTED EDITION OF THE FOLLOWING STANDARDS: OF STEEL CONSTRUCTION, AISC, CURRENT EDITION, UNLESS NOTED PROJECT NOTES : B. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL 1. ACI 318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE OTHERWISE. A. ALL ELEVATIONS NOTED ON STRUCTURAL DRAWINGS ARE BASED ON THE PROVIDE INSPECTIONS DURING CONSTRUCTION IN ACCORDANCE WITH IBC, 2. ACI 315 - DETAILS AND DETAILING OF CONCRETE REINFORCEMENT B. REFER TO THE FOLLOWING TABLE FOR MATERIAL SPECIFICATIONS: BENCHMARK ELEVATION OF 100'-0". CHAPTER 17. 3. BATCH PLANT MUST BE CERTIFIED TO ASTM C94 B. PROVIDE BENCHMARK ELEVATION OF 100'ADEQUATE ERECTION SHORING AND BRACING AS REQUIRED C. THE CONTRACTOR SHALL COORDINATE THE TIMING OF CONSTRUCTION AND B. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, MATERIAL SPECIFICATIONS ASTM DESIGNATION YIELD STRESS INSPECTION WITH THE PROJECT ENGINEER, THE INSPECTOR(S) AND/OR THE f'c=4000PSI. FOR STABILITY AND PROTECTION OF THE STRUCTURE DURING ALL PHASES OF � ANGLES & CHANNELS A36 Fy=36KSI BUILDING OFFICIAL. C. USE THE FOLLOWING MINIMUM COVER ON REINFORCEMENT IN CAST-IN-PLACE CONSTRUCTION. THE STRUCTURES AND FOUNDATIONS ARE DESIGNED FOR A W-SHAPES A992 Fy=50KSI D. ALL ITEMS NOTED AS REQUIRING SPECIAL INSPECTION PER THE IBC IN CONCRETE, UNLESS NOTED OTHERWISE ON THE DRAWINGS: COMPLETED CONDITION ONLY AND, THEREFORE, REQUIRE ADDITIONAL SUPPORT TO CONNECTION PLATES A36 Fy=36KSI ACCORDANCE WITH SECTION 1704 SHALL BE PERFORMED BY A QUALIFIED 1. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. MAINTAIN STABILITY BEFORE COMPLETION. SITE OBSERVATIONS BY THE ENGINEER � BOLTS, TYP A325-N Fy=92KSI DO NOT INCLUDE INSPECTION OF SHORING, PERSON WHO CAN DEMONSTRATE COMPETENCE FOR THE PARTICULAR TYPE OF 2. 1y" FOR ALL OTHERS. BRACING, OR OTHER ELEMENTS METAL DECK A446 Fy=38KSI (GR A) PERTAINING TO THE MEANS OR METHOD OF CONSTRUCTION. THE CONTRACTOR IS CONSTRUCTION BEING INSPECTED. THE SPECIAL INSPECTIONS SHALL BE PERFORMED IN ADDITION TO THE INSPECTIONS REQUIRED BY THE IBC, THE PLANS D. PROVIDE %" CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE. ANCHOR RODS F1554 Fy=36KSI RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL REQUIRED CRIBBING, AND SPECIFICATIONS, THE ENGINEER OF RECORD, AND THE BUILDING OFFICIALS E. THOROUGHLY CLEAN EXISTING SURFACES OF LAITANCE AND FOREIGN MATERIAL. HSS, SQUARE A500, GR B Fy=46KSI , . SHEATHING AND SHORING. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL CONSTRUCTION JOINTS HSS, ROUND A500, GR B Fy=42KSI C. PROMPTLY REPORT ANY DISCREPANCY FOUND AMONG THE DRAWINGS, E. INSPECTIONS AND TESTS SHALL BE COMPLETED BY CERTIFIED TECHNICIANS AS SHALL BE WETTED THOROUGHLY AND STANDING WATER REMOVED. SPECIFICATIONS, THESE STRUCTURAL NOTES, AND THE SITE CONDITIONS TO THE REQUIRED IN THE BUILDING CODE AND REFERENCED MATERIAL CODES. SPECIAL F. SURFACE FINISH TO BE HARD TROWEL. ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK INSPECTIONS ARE TO BE COMPLETED FOR THE ITEMS INDICATED IN THE TABLE G. ALL LAP SPLICES TO BE CLASS B. REFER TO THE FOLLOWING TABLE FOR DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCY IS AT BELOW: C. BOLTED CONNECTIONS SHALL BE BOLTED WITH ASTM A325, UNLESS NOTED OTHERWISE. BOLT MINIMUM BAR LAPS: HOLES SHALL BE y6" LARGER IN DIAMETER THAN THE BOLT. THE CONTRACTOR'S OWN RISK. VERIFY AND COORDINATE THE DIMENSIONS AMONG D. HIGH STRENGTH BOLTING INSPECTION SHALL COMPLY WITH IBC, 1704.3.3. ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. ITEM CONTINUOUS PERIODIC COMMENTS D. DO NOT SCALE WORKING DIMENSIONS FROM THE PLANS, SECTIONS, OR DETAILS. MINIMUM BAR LAPS FOR REINFORCING STEEL E. HOLES FOR ANCHOR RODS SHALL BE 5%6" LARGER IN DIAMETER FOR ANCHOR RODS LESS E. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ANCHOR ROD LOCATIONS CONCRETE: ALL REBAR TO BE GRADE 60 UNCOATED BARS THAN 1" DIAMETER AND y" LARGER IN DIAMETER FOR ANCHOR RODS 1" DIAMETER AND PRIOR TO COMMENCING WORK. REINFORCING PLACEMENT X CONCRETE STRENGTH: 3000 PSI OR LARGER. F. CONSTRUCTION OR DETAILS FOR ELEMENTS OR PORTIONS OF THE WORK NOT REINFORCING WELDING X MORE (STAGGER SPLICES) F. ENSURE ALL DESIGN, DETAILING, FABRICATION, AND ERECTION OF STEEL CONFORMS TO THE SPECIFICALLY SHOWN SHALL BE SIMILAR TO CONSTRUCTION OR DETAILS SHOWN. ANCHOR RODS & INSERTS X REQUIREMENTS OF THE FOLLOWING STANDARDS, UNLESS NOTED OTHERWISE: G. STANDARD DETAILS AND SCHEDULES APPLY TO THE WORK IN GENERAL AND MAY SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH 1. ANSI/AISC, 360-05 SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS. NOT BE SPECIFICALLY REFERENCED ON THE PLANS. DETERMINE WHERE EACH PREPARATION OF TEST SPECIMENS X f c=4000PSI 2. AISC, 303-05 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND STANDARD DETAIL OR SCHEDULE APPLIES PRIOR TO PROCEEDING WITH THE CONCRETE PLACEMENT X #3 17" #6 42" #9 105" BRIDGES. WORK. PROMPTLY NOTIFY THE ENGINEER IF CONDITIONS ARE FOUND WHICH ARE EPDXY ANCHOR PLACEMENT X 3. AISC, QUALITY CRITERIA AND INSPECTION STANDARDS. NOT SPECIFICALLY DETAILED AND FOR WHICH NO STANDARD DETAIL OR SCHEDULE 4. AISC, STRUCTURAL STEEL DETAILING. APPLIES. STRUCTURAL STEEL: #4 23" #7 71" #10 116" 5. RCSC, STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. H. NOTES AND DETAILS SPECIFICALLY INDICATED ON THE PLANS TAKE PRECEDENCE HIGH STRENGTH BOLTING X A325-N S.T. G. SUBMIT SHOP DRAWINGS FOR FABRICATION AND ERECTION OF ALL STEEL MEMBERS IN OVER THESE NOTES. WELDING OF ANCHORS AND STUDS X #5 29" #8 93" #11 128" ACCORDANCE WITH AISC STANDARDS NOTED ABOVE. J. WHERE THE NOTES AND THE PLANS CONFLICT, USE THE MORE RESTRICTIVE WELDING-STAIRS/RAILING SYSTEMS X H. USE %8" MINIMUM GUSSET PLATES. CRITERIA, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. METAL DECK WELDING X J. CUT NO OPENINGS IN STRUCTURAL MEMBERS UNLESS SHOWN ON THE DRAWINGS. K. CHECK AND COORDINATE WITH ELECTRICAL AND MECHANICAL CONTRACTORS FOR EMBEDDED PLATES X K. DIMENSIONS OF OPENINGS AND EQUIPMENT SUPPORTS ARE SHOWN FOR BID PURPOSES BLOCK OUTS, CONDUITS, PIPE SLEEVES, EMBEDDED ITEMS, ETC, TO BE ONLY. VERIFY DIMENSIONS WITH PURCHASED EQUIPMENT PRIOR TO FABRICATION. EMBEDDED IN CONCRETE, AS WELL AS OPENINGS IN THE STRUCTURE FOR SHOP WELDING: R E i N F 0 R C E M E N T: IBC C H 19 L PAINT PER OWNERS REPRESENTATIVE. " " MECHANICAL AND ELECTRICAL INSTALLATIONS. 5 [ ] SINGLE PASS FILLET WELDS < " X M. STEEL BAR GRATING SHALL BE GALVANIZED, SERRATED, 19W4 1}� x3%6 UNLESS L. SUBMIT SHOP DRAWINGS OF ALL FABRICATED ITEMS TO THE OWNER OR OWNER'S X16 A. REINFORCEMENT SHALL CONFORM TO ACI 318, SECTION 3.5 AND ASTM A185. 4 ' REPRESENTATIVE FOR REVIEW PRIOR TO FABRICATION. A REGISTERED FILLET WELDS > 5%6" X B. USE REINFORCEMENT FOR CONCRETE AS FOLLOWS: NOTED OTHERWISE. FASTEN GRATING AND CHECKER PLATE A MINIMUM OF TWO PLACES AT PROFESSIONAL ENGINEER, LICENSED TO PRACTICE IN THE STATE IN WHICH THE PARTIAL/COMPLETE PENETRATION X 1. STANDARD REINFORCEMENT, UNO ASTM A615, GRADE 60 EACH END SUPPORT AND ONE PLACE AT ALL INTERMEDIATE SUPPORTS FOR EVERY 2'-0" CONSTRUCTION IS LOCATED, SHALL SEAL ALL SHOP DRAWINGS FOR C. PROMPTLY NOTIFY THE ENGINEER IF CONDITIONS ARISE WHERE THERE ARE WIDTH OF PANEL. FOR REMOVABLE PANELS, ATTACH GRATING AND CHECKER PLATE TO ALL CONTRACTOR-DESIGNED ELEMENTS. SUBMIT SEALED CALCULATIONS FOR ELEMENTS INSUFFICIENT MINIMUM CLEAR DISTANCES OR WHERE CONSTRUCTION PROBLEMS SUPPORTS WITH BOLTED SADDLE CLIPS AND COUNTERSUNK MACHINE BOLTS, RESPECTIVELY. OR SYSTEMS REQUIRING ENGINEERING DESIGN. FIELD WELDING: RELATED TO CONGESTION ARE ENCOUNTERED. FOR NON-REMOVABLE PANELS, ATTACH GRATING AND CHECKER PLATE WITH %6" BY 34" 1. SHOP DRAWINGS SUBMITTED TO THE ENGINEER SHALL CONSIST OF (1) SINGLE PASS FILLET WELDS < 5%6" X LONG WELDS AND 4" DIA PLUG WELDS TYPICAL, UNLESS NOTED OTHERWISE ON THE DESIGN PRINT AND (1) REPRODUCIBLE. THE PRINT WILL BE RETAINED FOR OUR FILLET WELDS > 546" X DRAWINGS RESPECTIVELY. RECORDS. DAY ONCE RECEIVED AROUND URFOFOFFICE, THERE IS A MINIMUM TEN PARTIAL/COMPLETE PENETRATION X CONNECTIONS TO CONCRETE AND N. ENSURE RAILINGS, POSTS, AND CONNECTIONS ARE CAPABLE OF RESISTING A 200 LB CONCENTRATED LOAD APPLIED AT ANY POINT IN ANY DIRECTION WITHOUT EXCEEDING THE D 2. SUBMITTALS CAUSE FOR NOT APPROVED AN ACTION ED BY THE CONTRACTOR WILL BE C 0 N C R E T E INSERTS : [ IBC C 19 ] ALLOWABLE STRESSES. USE A MAXIMUM POST SPACING OF 6'-0". I• P. WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 FOR THE WELDS AND 3. INCLUDE ERECTION AND FABRICATION DRAWINGS IN SHOP DRAWING A. INSTALL EPDXY ANCHORS AS MANUFACTURED BY�•R AN APPROVED EQUAL, POSITIONS WHICH THEY PERFORM AND SHALL PROVIDE CURRENT AWS CERTIFICATION OF ANY SUBMMENTS NOTNOTS INCLUDE DRAW NGS.REPRODUCTIONS OF THE CONTRACT FOUNDATIONS : [ IBC CH 1 8] ACCORDING TO THE MANUFACTURER'S PRINTED INS RUCTIONS THEIR QUALIFICATION. WELDS SHALL CONFORM TO THE LATEST EDITION OF AWS D1.1 USING AND APPLICABLE ICC-ES REPORT. WELDING FILLER METAL TO MATCH THE STRUCTURAL STEEL AND WELDING PROCESS PER AWS M. MODIFICATIONS OR SUBSTITUTIONS IN THE DESIGN, MATERIAL, EQUIPMENT OR A. FOUNDATIONS WERE DESIGNED FOR THE FOLLOWING VALUES: B. ANCHOR RODS SHALL BE ASTM F1554, GR 36, UNLESS NOTED OTHERWISE. D1.1, TABLE 3.1 THE WELDING ELECTRODE MINIMUM TENSILE STRENGTH SHALL BE 70 KSI. PRODUCTS SPECIFIED MAY BE CONSIDERED PROVIDED A WRITTEN REQUEST, PROVIDE HARDENED PLATE WASHERS AND HEAVY HEX NUTS FOR ANCHOR RODS. WELDS NOT SPECIFIED SHALL BE CONTINUOUS y4" FILLET MINIMUM. SUBJECT TO REVIEW, IS SUBMITTED TO THE ENGINEER PRIOR TO ITS USE OR ELEMENT DESIGN VALUE INCREASE FOR SEISMIC/WIND C. TOP OF RODS SHALL BE THREADED THE SMALLER OF 5D OR P. R. WELDING PROCESS INSPECTION SHALL BE PER AWS D1.1. INCLUSION IN ANY SHOP DRAWING. ALLOWABLE BEARING: 1,000PSF 33% D. ALL ANCHOR ROD END ANCHOR PLATES & WASHERS SHALL BE ASTM A36. E. ALL NUTS ARE TO BE INSTALLED SNUG TIGHT. S. THE MINIMUM LEVEL OF NON DESTRUCTIVE INSPECTION AND TESTING OF WELDS IS AS FOLLOWS: _ B. BEFORE COMMENCING ANY EARTHWORK, VERIFY LOCATIONS OF ALL UNDERGROUND F. ALL ROD ASSEMBLIES SHALL BE FURNISHED COMPLETE WITH HEAVY HEX 1. VISUAL INSPECTION - 100 OF WELD LENGTH. UTILITIES OR STRUCTURES AND DO NOT PERFORM ANY WORK THAT WILL DAMAGE HOLD-DOWN NUT AND TOP WASHER, UNLESS NOTED OTHERWISE. 2. VISUAL INSPECTION (WITH MAGNETIC PARTICLE AND/OR DYE PENETRANT AS DESIGN CRITERIA W • OR INTERFERE WITH UTILITIES OR STRUCTURES. G. CONCRETE COLD JOINTS (UNLESS NOTED OTHERWISE ON THE DRAWING) SHALL . [ IBC C H 16 SUPPLEMENTARY INSPECTION AS REQUIRED) OF SUSPECTED ° C. FOOTING EXCAVATIONS SHALL BE NEAT AND TRUE, WITH ALL LOOSE MATERIAL NOT BE PERMITTED WITHIN THE ANCHOR ROD EMBEDMENT LENGTH. FULL A. ALL DESIGN MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE UNSATISFACTORY WELDS OR CRACKS. FOLLOWING: AND STANDING WATER REMOVED BEFORE FOOTING CONCRETE IS PLACED. EMBEDMENT SHALL BE IN MONOLITHIC POUR. T. USE NONMETALLIC, NON-SHRINK GROUT UNDER BASE PLATES BEARING DIRECTLY ���ED PRo, ° 1 . 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC). D. NATIVE UNDISTURBED SOIL AND/OR FILL SOIL TO BE COMPACTED TO A MINIMUM OF ON CONCRETE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. �� �,GiNEF so r 2. OTHER CODES AS SPECIFIED HEREIN AND IN THE CONTRACT DOCUMENTS. 95% OF ASTM D1557 (MODIFIED PROCTOR) MAXIMUM DRY DENSITY. �� �s 17PE� ALL CODES AND STANDARDS SHALL BE THE CURRENTLY ADOPTED EDITION. i� s i B. DESIGN LOADS: EcoN 1. BUILDING LOADS: UNIFORM CONCENTRATED 0,Q, 7e 7.2°0- 0) - STAIRS AND EXITS 100PSF 300LB �4. WAk- 04 - ELEVATED WALKWAYS AND PLATFORMS 60PSF - EXPIRES: gym/m - EQUIPMENT LOADS (SELF WEIGHT AND OPERATING LOADS) _. N 2. SEISMIC DESIGN CRITERIA: N - SITE CLASS: D - SEISMIC DESIGN CATEGORY: D J - SDS = 0.71 - Su, = 0.39 - I = 1.0 ISSUED FOR - R = 2.0 CONSTRUCTION WITH REVISIONS B ISSUED FOR CONSTRUCTION W/ REVISIONS BEH 1/29/14 January 29 2014 A ISSUED FOR BID JBP 1/10/14 REV DESCRIPTION BY DATE '� THIS DRAWING IS CONSIDERED • EVERGREEN ENGINEERING 2859 0•• Engineering and Construction Services CONFIDENTIAL AND PROPRIETARY, 1 H ? • ' • DUPLICATION OR TRANSFER,AND •'•r EUGENE, OREGON p� COMMUNICATION TO OTHERS IS N ti (541) 484-4771 X: (541) 484-8759 FA E • • ,,,,,,, PROHIBITED WITHOUT THE WRITTEN EE DRAWING MAIM 1000G02 FIE:2859-0_1000G02.dwg CONSENT OF AGILYX SIZE DATE: DRAWING #: 1000G02 REV },{ g a i D 1/8/14 DESCRIPTION: v PROJECT NOTES AGILYXPROJECTNUMBER: CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: LOCATION: CUSTOMER PROJECT ID: EVEREST MP 1 of 1 , 0 k RECEIVED css I l I , , 1 C 1 1 8 ) FEB 2 5 Z011 CITY OF TIGA RD I 1 � GEN 6 �` �q' 1 €#) BUILDING DIVISION 4 II PRU NOZZLE "B" PROJECT MIXING CHAMBER (: ' 17'-0" �i N PRU I � to I A A\ NOZZLE "C" '.' -"Il c !ter � :II■I■ NJ 116 I - H , 'L - _ ---_—_�� ,; , " ''-_ _ _ , _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ , , - \ , --_.--,-*Alli_____ .I (-------Ii-la 0 I , QUENCH \ �� v� N. s-==== = _ - - -■ TOWER I ' �\ '` L A I�-1( I -- --— A - - - - o I `� _) L04 �, � ,� ,; 114 ■ .' ��j 1 HH � 1 1 I r v ``\ �`\ 1: el _ . ,... , \ , . .., ... , „ , \ ‘‘\ \\` 1O 1 ' 1 ca (E) PIT \•. Co I r s I I of QUENCH TOWER NOZZLE � � 1 - -- PS-2 1 I En GTL CONNECTION, SEE �--fi �D.� ASH CART DWG #1000L02 FOR DETAILS I I '°�, - �� I. OUTLINE BELOW k° IPS-6 �, - ` I 1L.,.f II - I: 0 iiII n -/ ;1 ` :, -, , L. , _J-.7 .,., - II— ....Ala , ,o,_ r„,,,,,,..... , , ;\ ; 0 , r ' 1 0 1 % t M CC .1 PS-1 I CYCLONE H4 _ :II: - — -=I1 \ - ) PLACES I INSULATION 7 16 -- 1 1 I 1 I PS-3 E 1 1 � / illiwur 1 1 t = 1 1 PS 3 QUENCH I i PS-7 X11 - ---�- % \ I ,- „ w TOWER © PS-4 B ® L7'_!!1!INIE7=111.'' 1 I' `�' — FLUE GAS HEATER 7' y \, " rT I O 0 __ ;� I COMBUSTION CHAMBER, EXISTING GUARDRAIL ` _r _ _ _ 1 �, „ ® I ' SEE 1000M02 �_ (� I I I 1 ___ , CONDUITS II l --- ����� �� - - - - �� -HI r Ir • 0 : AI NC o II le ,. -. _ 1 ,0 4r1i1��■ia;11�i= - - - I- - I - I - - - - - - - I Hti� - --- --i O �— - - NI co II, �,I SECONDARY CRACKER SKID w I I �1 `� © ■ I `\��= ' Y A _�7' BURNER CONTROLS SKID Q O ! I_ A ' — (E) VACUUM PUMPS �_ _=_ I I Ni. __ _ .. O ^° 1 - BOTH UNITS --- --- AT FLOOR LEVEL " I I I ��- , I HOT AIR BURNER MIXING -�II� _ , _ _ _ _ _ _ ■ u �, CHAMBER SEE DWG #1000M03 I J 1 1---j mo --J Irl I I 1r 1 � I 1 ,_ -r 0 — 1 _1 t !�Y---- P&:: r-I-i I Jf::] J _J )111111111= 11 — L- J PS-5 I "111 .1��.� �..% Al.ium,_ I. - - — L02 I I I I I I o 0 IAA 8- A w COL I A COL COL - - - - ;a�1 _ _ - _ - { _ _ __ = = 9 m PS-8 � COL ' COL V = E I 1 iiz `� , \ L03 A SEPENTINE HEAT p Q 1 '-9" 2'-4" COL 2'-8" EXISTING 2" NATURAL GAS W EXCHANGER SEE DWG I I I o 0 / ' I NEW 1Y" LINE TO I / SUPPLY LINE AT EL #1000MO1 ' 1 '-0" X Jr 6,-2,316" E w 6'-2,3/4" 4'-71y6" / GAS TRAIN 116'-O" APPROXIMATE ir a 2'-915%6" j- T-516" I I A C;) 0 0 0 46'-4" PLATFORM LENGTH - a A\VIL (OR EQUAL) SPRING HA\ GER LIST n PIPI \ G LI \ E LIST GTL REDESIGN PLAN a MARK LINE # FROM TO MARK QUAN DESCRIPTION 1/2"=1 '-0" 0 PS-1 1 FIG. #268, SIZE 10, TYPE "F", HOT LOAD 1318 LBS, COLD/INSTALLED 1 4" GTL W/ 6" JACKET & 4" INSULATION PRU "C' NOZZLE SECONDARY CRACKER GENERAL NOTES: ISSUED FOR 9- LOAD = 1462 LBS, VERTICAL MOVEMENT = +.553 , STD PRIMER FINISH 2 4" GTL W/ 6" JACKET & 4" INSULATION CYCLONE QUENCH "C' A. THESE NOTES APPLY TO DRAWING #1000L01 TO #1000L04 "F", COLD/INSTALLED - INCLUSIVE. C ONSTRUCTION PS-2 1 FIG. #82, SIZE 13, TYPE F' , HOT LOAD 2468 LBS, 3 14" FLUE GAS/REFACTORY LINE FLUE GAS BURNER PRU "C" NOZZLE B. REFER TO SPECIFICATIONS FOR PIPE MATERIAL. LOAD = 3067 LBS, VERTICAL MOVEMENT = +.499' , STD PRIMER FINISH C. REFER TO "PACIFIC COMBUSTION ENGINEERING' NATURAL 2 ADDED SEC A/L04, ADDED NATURAL GAS SUPPLY RAF 2/21/14 PS-3 1 FIG. #82, SIZE 14, TYPE "F" HOT LOAD 3175 LBS, COLD INSTALLED 4 8" HOT AIR W/ 4" INSULATION HOT AIR BURNER HEADER GAS COMBUSTION AIR FUEL SKID GENERAL ARRANGEMENT DWG WITH REVISIONS # / GAS/COMBUSTION ADD 4" INSUL TO PIPES 1,2,4,5,6 & 7, DEL PIPE 14 RAF 2/14/14 N LOAD = 3624 LBS, VERTICAL MOVEMENT = +.281", STD PRIMER FINISH 5 4" HOT AIR W/ 4" INSULATION HEADER SECONDARY CRACKER #D-21312-001 REV A, FOR PRU FLUE GAS INJECTION & HOT February 21 2014 _ L " ' 6 4" HOT AIR W/ 4" INSULATION HEADER CYCLONE AIR TRACING FUEL SKID & CONTROL SYSTEM DETAILS. PIPING y ' 0 ISSUED FOR CONSTRUCTION RAF 1/29/14 PS-4 1 FIG. #268, SIZE 5, TYPE HOT LOAD 275 LBS, COLD/INSTALLED 2 FROM FUEL SKID TO BE FIELD ROUTED TO COMBUSTION LOAD = 327 LBS, VERTICAL MOVEMENT = +.822", STD PRIMER FINISH 7 4" HOT AIR W/ 4" INSULATION HEADER EXP. JOINT BOX BURNERS AS REQUIRED. PROVIDE ROUTE FOR PERSONNEL REV DESCRIPTION BY PS-5 1 FIG. #268, SIZE 8, TYPE "F", HOT LOAD 638 LBS, COLD/INSTALLED 8 4" EXHAUST AIR QUENCH " PASSAGE BETWEEN COMBUSTION BURNERS. C" LINE #2 HEADER EE JOB NUMBER EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED c� LOAD = 720 LBS, VERTICAL MOVEMENT = +.550", STD PRIMER FINISH g 4 EXHAUST AIR SECONDARY CRACKER HEADER LEGEND: ::: _.::•• Engineering and Construction Services 2859.0 DUPLICATION ONFIDENTIAL AND TRANSFER,PRO PROPRIETARY, H . PS-6 1 FIG. #268, SIZE 4, TYPE "F", COLD/INSTALLED =':-:ti:.'� EUGENE, OREGON _ HOT LOAD 213 LBS, COLD INSTALLED 10 4" EXHAUST AIR LINE #1 HEADER PS-XX = SUPPORT LOCATION, SEE DWG #1000P05 FOR DETAILS (541) 48+-+771 FAX: (541) 484-6759 clro: - COMMUNICATION TO OTHERS IS '� # = PIPE SUPPORT LOCATION, SEE DWG #1000P05 FOR DETAILS EE DRAWING NUMBER: 1000LO� ro�ningln FlLE 2859-O_1000L01 rev2.dwg PROHIBITED ENT OF AGILYX WRITTEN LOAD = 241 LBS, VERTICAL MOVEMENT = +.604 , STD PRIMER FINISH CONSENT OF AGILYX O 11 8" EXHAUST AIR HEADER EXIT VENT O PS-7 1 FIG. #98, SIZE 7, TYPE "F", HOT LOAD 430 LBS, COLD/INSTALLED o - SIZE DATE: DRAWING #: REV LOAD = 499 LBS, VERTICAL MOVEMENT = +1 .232", STD PRIMER FINISH 12 4 &3 GTL CYCLONE HOT BOX SECONDARY CRACKER CYCLONE L,��R = PIPE PIECE MARK, SEE DWG #1000M06 FOR ls.o 1000L01 2 �, REFRACTORY LINED PIPE DETAILS D 12/30/13 DESC RIPTION: GTL REDESIGN PLAN• C• C LI CY ONE DISCHARGE ASH CART FLAN E PS-8 1 FIG. #268, SIZE 9, TYPE F' , HOT LOAD 782 LBS, COLD/INSTALLED ,.�_i. .�r. �. .� �� _ _ _ AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX DRAWN BY: LOAD = 905 LBS, VERTICAL MOVEMENT = +.615", STD PRIMER FINISH 14 4" HOT AIR W/ 4" INSULATION EXP. JOINT HOT BO 'RU NOZZLE v LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST AS NOTED RAF 1 of 1 2859-0-1000L01 rev2 N P,N a PIPE #1 HOOKS UP TO • THIS NOZZLE SEE PLAN CYCLONE & PIPING BLDG COL QUENCH TOWER NOZZLES BLDG COL BEYOND SEE 1000P01 BLDG COL BLDG COL NOT SHOWN CORRECTLY I FOR CYCLONE ENCLOSURE 0 0 FIELD AS REQUIRED © SEE 1000P07 EXHAUST CD 0 , - CETERLINE ,,,_ �c� i _ _ 1l l ___ _ FLUE GAS EL 1 19'-1 5/8" ������ , EXHAUST - �� - I ° `I , i-i, %II. CETERLINE L r I I HEADER CENTERLINE 010) 1= r rr Z� V ` Ti n Cis EL 1 16 -7 5/8 •�--- ,`� / i : I , ; i EL 1 -7 5 8 13 , ., � ■ , - ---I( I i \ I , 0 I PROVIDE EXPANDED METAL INSULATION BURNER CONTROLS I�i • V:• ° _ 1 ' I F� Of I H I I I METAL/ INSULATION I PERSONNEL PROTECTION COVER OVER PIPING SKID - BOTH UNITS °I L UP TO AN ELEVATION OF 8'-0" ABOVE ° A II�H SEPENTINE HEAT r-, I I II I I GRATING, TYP BOTH COMBUSTION CHAMBERS, ,t___ c I �,1i EXCHANGER SEE © � � i � SEE DWG 1000M06 FOR DETAILS i �� I ri DWG #1000MO1 I I ri1_. �' / ' F - I I E I I I I I `rj`° - _►� - 1C: =`! - = _ �- I _ I I ' I II 1 -if!1 r AL !II 1I: 1 I I • _+ I — 1 1 1 I roD„ I I Il gip 1 1 IP a A i El __— _. 1 r EL 109'-4 tail 1 r 11 7 1_ -r r--- .-iwAilif _ -.�1�,. -. _„�. � I��� I I -L 5�g,> r.� #- III - -�,.� � -�jiJ ' � A ''' ,1 ii e- �' 0 HOT AIR BURNER SEE 1000M02 I II 1' -� RVai • MIXING CHAMBER SEE ' �. III_1 11. ”.. < - ! . - !R -•: , ■ � - - - DWG #1000M03 ji _ � _. -_ I-q"�.�-3 p1 io■ y ,_��—`_ -` ' -. h of F. _ 1tk o : ;, -AIM/0 VI Mid ��. /� I I I I I I LL I I 1 I L J ID L _I o T.O. CONC AT (E) PIT J EL 96'-0" t a A SECTION ,, L01 3/8"=1 ,_0„ - �ED PRQFF 2 CC- ill 782)8/4:1/0 E P Fr‘-214(14-(14- n f 2 ORE. C) P. FRED IEXPIRES. l2/3�/b,e $ -1 ISSUED FOR CONSTRUCTION0 ISSUED FOR CONSTRUCTION RAF 1/29/14 DESCRIPTION : -- EE JOB NUMBER - o :. • EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED p ° }r 7. . :• Engineering and Construction Services 2859.0 CONFIDENTIAL AND PROPRIETARY, 0 — o ,.• • •. .- DUPLICATION OR TRANSFER, AND LA H 7 ....":::!•:•:%. EUGENE, OREGON f•'r'''�' ' (sot) 48+-4771 FAX: (s+t) 484-6759 CKD: - COMMUNICATION TO OTHERS IS _ _ '' • www.evergreenengineering.com APP: PROHIBITED WITHOUT THE WRITTEN CD EE DRAWING NUMBER: 1 000L02 CAD ALE 2859-0_1000L02revO.dwg CONSENT OF AGILYX ■ 21011 ' SIZE DATE DRAWING #: 1000L02 _�� D 12/30/13 0 DESCRIPTION: GTL REDESIGN ELEVATION AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: ` LOCATION HUNZIKER CUSTOMER PROJECT ID: EVEREST AS NOTED RAF 1 of 1 r 2859-0-1000L02rev0 2 APPROXIMATE (E) ROOF LINE r U O _-_ i 3'-6%" 14'-038" 3'-6" REF 3'-6" REF - c s cl. HOT AIR CRACKER PS-2 MIXING CHAMBER (E) CRANE H i U 4 -111 6 y 3,_--,3/6 3'- , GANTRY ( 1 (E) CRANE WAY CYCLONE I I SUPPORT » FLUE GAS /1 -6 ` EL 1 18'-1 1 1/2" 1 1 I J 0 0 I !, _1_ I 1 -p 6" 316 SS, FIELD ROUTE VENT TO 0 0 ° --- ,, / OUTSIDE OF BUILDING, WITH I HEADER i� �� DISCHARGE ABOVE ROOF SIM TO " CENTERLINE iii I . -ice �a :c , ---- %? % - _ •� HOT AIR DUCT I EL 117'-7 5/8"� '� �l '� ' ---- --= _-'_-_ `-'' ! IiLo. ��� ;mss I - SEE 1000M05 FOR MIXING � _ O EXHAUST � � BOX AND COVER DETAILS ' CETERLINE I Vit ILO '1' 0 1- , , , © © l 0 EL 116 75/8 „ I � 3� Y f EXISTING STRUCTURE TO BE , 1 16 0 I i Q I MODIFIED TO CLEAR NEW PIPING 1 ( ® rr_rr_r.r , ` i r I .,_ I U 111 NM T.O. FLG 1 "1E" 1 _ _ \ I 1-t - MMiimisi - — — rii—ii-Taj 'EL 112'-8 7 8"1 � '� K _ ill RE-LOCATED VANESSA VALVE, , / I °I ' I I �� i \ �� , __ -I EMERGENCY VENT FROM NOZZLE B 01 rimer.: 0�4' .Iii 1= - - �.�`��,\ ,_, �� �a EXISTING NOZZLE "A" PIPING Li- EN` , � �� TO REMAIN UNCHANGED 'N � i� II E CONVEYOR SUPPORT PLATFORM w�� P'I111!ii_L: NOZZLE C 1 __ � ( )� i' ,EL 109 -4 5 8"1 1fl ° — - - - - - - I I S. i I �� I I1 ---\T 0 I ' 1J, .1 1 ,y 1 %' 1 o \ i , :� - / N (E) PRU SUPPORT w 1 . %I����_i' ��iil. /7 - - �� PLATFORM„.,//I / ___I. _ In �--t —� 1 r v I J:: ' ir' 1— \ I — 1 I J 4 i.iL11MI:\ rN ,-- I / r b , I` , I �� 0 1 I I . 11 I- w igs � ! w I I I LINE I l Alievi 1 1i I 1 ASH CART o .:- _ .� � N`� � w I EL 100 -0 I - - �� I_ T.O. CONC • _� . __ _ - t ---- i � _.__I 1 1 f " 2'-91y16" 5'-8" 1 I a T.O. CONC cut [ !1 AT (E) PIT EL 96'-0" A SECTION FLUE GAS BURNER NOT L01 SHOWN FOR CLARITY m 3/8"=1 '_p„ .*3\<c?,` P 1 O�ccss 4 P M 2 OREGQP o ©� „/4// 1 �)Q �f "9..j- 41BER 1'Z' .\G . FRED ,r, EXPIRES: j 2�3/2v! S ISSUED FOR C0 N S T R U C T I 0 N 0 ISSUED FOR CONSTRUCTION RAF 1/29/14 REV DESCRIPTION DATE 0 : EE JOB NUMBER • EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED p 2859.0 CONFIDENTIAL AND PROPRIETARY, — I :i:...;•::•:. Engineering and Construction Services ° • • DUPLICATION OR TRANSFER, AND O • •'r EUGENE, OREGON XD: — COMMUNICATION TO OTHERS IS ( — -- ir • �•�:• (541) 484-4771 FAX: (541) 484-8759 •' www.evergreenengineering.com APP: PROHIBITED WITHOUT THE WRITTEN (:::) EE DRAWING NUMBER: 1000L03 CAD FILE:2859-0_1000L03revO.dwg CONSENT OF AGILYX , SIZE DATE: DRAWING REV #: 1000L03 cd _ H D 1/28/14 0 n DESCRIPTION: GTL REDESIGN ELEVATION AGILYXPROJECTNUMBER: AGIHZ CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: ` LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST 3/8" 1'-O" RAF 1 of 1 2859-0-1000L03rev0 r GENERAL NOTES : WP r A. SEE DWG #1000G02 FOR PROJECT NOTES. _— B. CANTILEVERED 2x2 x4 GRATING SUPPORTS AND A I GRATING TO BE FIELD FIT AROUND EXISTING (E) STRUCTURE CONDUIT AND STRUCTURES WITH MAXIMUM 4" GAP. PROJECT C. ALL SPLICES TO BE FULL PENETRATION GROOVE WELDS. ...._ N 3,-4,, I D. ALL CONNECTIONS TO BE MINIMUM Y" FILLET '' 1 0 w OR FLARED BEVEL WELDS. z E. 4" TOE PLATE REQUIRED AROUND ALL OPENINGS AND - z (n EDGES OF GRATING. NO3 x E F. CAP ALL OPEN TUBE ENDS WITH PL Y". w1--- I B (1 (l) G. CONTRACTOR TO DETERMINE ERECTION SEQUENCE BASED I ON ACCESSIBILITY AND EXISTING STRUCTURE INTERFACE. 5 5'-O" 4'-85/8" 1 H. PIPE SUPPORTS NOT SHOWN. �� 7 REF J. PROVIDE CONTINUOUS L3x3xJ' AS NEEDED TO SUPPORT 2'-5" 2'-6" !- -a - GRATING. I \ K. GRATING AROUND ALL EQUIPMENT SHALL BE WITHIN 1 " OF 1 I EQUIPMENT BASE. H S6x4x HSS6x4xJj 1 HSS xY Y 7 1 KEYED NOTES : , 1 1 HSS4x4x4 ' � I U) �- �-- -13" ) _ "Cc 1 VERIFY CYCLONE BOX DIMENSIONS. r! REF DWG #1000M07 (nom I I N (/) % i Lo 9 � _ u_, FIELD LOCATE UNDER PIPE SUPPORT. ro w \ -? �` 2'-9" 2'-9" 1 1 t t- ; - HSS4x4Y N04 _I (-13") I I HSS4x4x4 ,- HSS4x4x44 HSS2x2xY b -_ --- Q m al ..---II-. ! = y III ■ = \ \ \ HSS6x4X Ss, TYP UNO HSS4x4xY4 HSS6x4xY4 1111 1— — — f111111111111n A I _ 12 Q �� ___- - A11U11I111I111I1111111111 NO2 HSS8x8 4 „) st+ cn X o X I�I� lI _- W r-Z (n X �° (I) --maxim nno ■, , v) 1111111111(,) HSS4x4xY4 HSS4x4xY4 = 00 et 1 lo I HSS4x4xY4 II ErHSS4x4xY HSS4x4� 111 ■ I 1 n n HSS4x4xY 1 HSS6x4xY f 1 HSS4x4x4 . 111111 � � —_ '—X _. _-___ _- —�; � -___ - ___,9L, �� 9 - — - (n (n — i (n x — ii iiiiiiiio _ X 1�1 11�11� �4n � HSS4x4xY4 = _ 1 o o r I 0 U sio 111■ = _ �I - '-= t o o l! �1� 1 --- NIA Mat 1 \ B 1 1 HSS6x4x4 HSS6x4A - -_ °I- NO2 11 ii[ HSS8x8xY I Tl TT 4/II e e a e e e c e e --- ---- ------ z,_ 2 I - �, ► N i 1 U u I N04 L"i viii iii, ! 2 FIELD LOCATE AROUND I,� of -, > ` >�# -O---CONDUIT __-- - — T , 1 - -- T 2'�" i B SEE NOTE J I I I I NO3 I BUILDING I 4 '1 2'-4" I I I LINE 1 1 / I 2 -2y I I I / / I w I 5'-8" 8'-3y» 3,-7y» I 7'-1y2» 6'-3y" 9'-10" I 5'-2" ;0 LLJ 0- A C EI ED ED PLAN AT EL 109 ' - 4 5/8 " D 1/2"=1 '-0" -- ..\ tv EF c., (.3. o r w5:• 17PE OREGON i. cc`, ' e 'J7, 26,9' o � A. WA\-' i EXPIRES: v q// I .,- ,„ ,„ a 0 ISSUED FOR 0 CONSTRUCTION .: WITH REVISIONS B ISSUED FOR CONSTRUCTION W/ GENERAL REVS BEH 1/29/14 January 29 2014 A ISSUED FOR BID JBP 1/10/14 REV DESCRIPTION DATE EE JOB NUMBER - • • EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED o . ..;•, .• Engineering and Construction Services 2859.0 CONFIDENTIAL AND PROPRIETARY, O — °y H-.r '.� EUGENE, OREGON DUPLICATION OR TRANSFER, AND r,•r•�r:{• • CKD: - COMMUNICATION TO OTHERS IS { (541) 484-47 FAX: (54 484-8759 CD - -• www.everg reenengineerin g.com APP PROHIBITED WITHOUT THE WRITTEN EE DRAWING NUMBER: 1000NO1 CAD FILE:2859-0_1000N01.dwg CONSENT OF AGILYX i Fri SIZE DAII- DRAWING : 1000N01 REV Ca Q D 1/2/13 B - CD DESCRIPTION: PLAN AGILYX PROJECT NUMBER: CUSTOMER: AGILYX DRAWN BY: x LOCATION: CUSTOMER PROJECT ID. EVEREST 1/2"=11-0" JBP 1 of 1 , Fel NOTES .. T.O. STEEL . HSS4x4 HSS4x4 HSS2x2 HSS2x2 HSS4x4 HSS6x4 A. FOR GENERAL NOTES SEE DWG #1000N01 . EL 109'-4 5/8" 1 • • • _ in,. • • 1111r • II An • NO3 (1 +Q 1 3 1 4 NO3 HSS6x4 1 NO3 NO3 HSS4x4xY NO3 6 SIM ,n NO3 CO 00 d- CO CO CO I p x x x x x x „ o, o D o1)) CO (� ((I)o 00 / 1 1 " PL Y I � � cn _ _ - _ _ - _ _ i\ / 5� / 4" / Y r .n ED In , TYP 7� o TYP / / (5)PLCS T.O. CONC `� ` - EL 100'-O" ` ` (2) 1346"0 HOLES FOR 5/8"0 I : - COL HAS RODS EMBEDDED 4" W/ o Q to HSS4 HILTI HIT-HY 200 ADHESIVE A B (1:;) r X MQ DETAIL A SECTION 11/2"=1 ,-0" NO1 NOTE: 3/8"=1 '-0" GUARDRAIL NOT SHOWN FOR CLARITY 1 '-3" 7) " 6" T.O. STEEL HSS8x8 HSS6x4 HSS4x4 HSS6x4 TYP PL y2" I EL 109'-4 5/8" ° _ ° ° ° P. egr. y4 • �A s�+5 1 14►. ,/ 4. +/` I* 40. '/` _ U 5 7 o \ '57' 1 - q0y N0� NO3 I 1 SIM 1 �HSSB NO3 e - j -e. OPP � \ (4) 15/6"0 HOLES FOR ° _i- COL %4"0 HAS RODS ° = EMBEDDED 8" W/ HILTI 3 CO DETAIL HIT-HY 200 ADHESIVE TYP 1 1/2"=1 '-0" (5)PLCS T.O. CONC \ 1 - 'll EL 100'-0" DC-) / 1 ,-2„ / o Q o/ 0 0 0 0 / 5) / PL Y" Q TYP B SECTION NOTE: !� �' i Y4 w N01 GUARDRAIL NOT SHOWN FOR CLARITY `� 3/8"=1 -0 I ' U I • I 0c-O P,R©A- �� _HSS8 :v 5 j17PE ,y 1 \ h a 5/V , COL OREGON (4) 1Y16"0 HOLES FOR 20\1' r, 3/4"Ø ANCHOR RODS °Q�ti� wA�-��2- i DETAIL �, 3 PIREs_10,4y- '7�� a 3 0 ISSUED FOR ,i CONSTRUCTION ..,„ WITH REVISIONS B ISSUED FOR CONSTRUCTION W/ GEN REVS BEH 1/29/14 January 29 2014 A ISSUED FOR BID JBP 1/10/14 DESC RIP PION _ - FE\ EVERGREEN ENGINEERING JOB NUMBER THIS DRAWING IS CONSIDERED o .• Engineering and Construction Services 2859.0 THIS AND PROPRIETARY, O I EUGENE, OREGON DUPLICATION OR TRANSFER, AND •;:;;•• cXo: COMMUNICATION TO OTHERS IS(541) 484-4771 FAX: (541) 484-8759 — E . . • / www.evergreenengineering.com AP: PROHIBITED WITHOUT THE WRITTEN CD EE DRAWING NUMBER:1000NO2 CAD FILE: 1000NO2.dwg CONSENT OF AGILYX o - M DRAWING #: 1000NO2 HEEV 3g _ D 1/2/13 DESCRIPTION: B SECTIONS & DETAILS AGILYX PROJECT NUMBER: CUSTOMER: AGILYX DRAWN BY: x LOCATION: CUSTOMER PROJECT ID: EVEREST AS NOTED JBP 1 of 1 a, , 2" � . HSS2x2 NOTES : OF A. FOR GENERAL NOTES SEE DWG #1000N01. TOE PLATE EXTEND GRATING TO HSS6x4 EXISTING PLATFORM �\ HSS6x4 HSS4x4 z `'- GRATING HSS8x8 HSS2x2xY I \. 7 / -1 HSS12x4 � — HSS8x8 HSS6x4 1 HSS8x8 HSS8x8 i -\\ -\\\*\ 1,„,,,,•\ 1._.• ! !I I H5S4x4xY4 HSS6x4 8 1 TYp TYp (E) PLATFORM WP? (4) PLCS B SECTION 1 DETAIL N01 1 1/2"=l '-o" NO2 1 1/2"=1 '-o" I HSS8x8 BEYOND I ---- e-----, f HSS8x8 U I I HSS6x4 U HSS2x2 HSS4x4 HSS4x4 CD � 1 HSS12x4 HSS8x8 , , _ i BUILDING I 1 1 ' - L l I i LINE ! - 1 HSS6x4 - r L I 1 r 1 1 I I I I I L___JI - . HSS8x8 HSS8x8 HSS6x4 ----1-______//7_____L_ 7_ , 2 DETAIL 3 DETAIL ---L.___//r____L__ _„ NO2 1 1/2"=1 '-0" NO2 1 1/2"=1'-0" A SECTION NOTE: N01 3/4"-1'-0" KNEE BRACES TYPICAL AT ALL COLUMNS HSS4x4 ,� ti HSS2x2 ;1-U HSS2x2 T........( HSS4x4 HSS4x4 HSS12x4 LJ1 FA a HSS2x2 `�` 0 HSS6x4 HSS4x4 HSS4x4 IY I��1 Ii_---J1 HSS6x4 l HSS6x4 HSS8x8 I� �� 7.... ,I 11 u -1--1- ' HSS8x8 1 ---1-___.//r______L__ ----1----17-_____L___I ��,so ��G t NFF,4.),, HSS4x4 s• 17PE 4 DETAIL 5 DETAIL 6 DETAIL ri..� ©, OREGON NO2 1 1/2"=1 '_0" NO2 1 1/2 1,_0" NO2 1 1/2"=1'-0" <(, ''c,.,e 20 I, �o 414. wp'- a I EXPIRES:(o/3u//y I N N O a M O O HSS4x4 ISSUED FOR , „, -, HSS6x4 HSS6x4 — -- — ( N HSS12x4 CONSTRUCTION N ( W WITH REVISIONS B ISSUED FOR CONSTRUCTION W/ GEN REVS BEH 1/29/14 HSS8x8 = - January 29 2014 A ISSUED FOR BID JBP 1/10/14 g. REV DESCRIPTION BY DATE -a ligH M H-------It --- \ O II I� - EVERGREEN ENGINEERING JOB NUMBER THIS DRAWING IS CONSIDERED HSS4x4 i�___�� 2859.0 CONFIDENTIAL AND PROPRIETARY, _ Engineering and Construction Services S.: EUGENE. OREGON DUPLICATION OR TRANSFER,AND BAR Y"x5"x 11}/q" LG CKD: COMMUNICATION TO OTHERS IS www.« PROHIBITED WITHOUT THE WRITTEN oR�wr+r; trllw,eErl»1000NO3 coo 1000NO3.dwg CONSENT OF AGILYX 7 DETAIL 8 DETAIL SIZE DATE: DRAWING #: 1000NO3 REV NO2 - 1 1/2"=1'-0" 1 1/2"=1'-0" ag� �� D 1/7/13 DESCRIPTION: SECTION AND DETAILS B V ` AGILYX PROJECT NUMBER: CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: i LOCATION: CUSTOMER PROJECT ID: EVEREST AS NOTED JBP 1 of 1 a, , NOTES '. A. FOR GENERAL NOTES SEE DWG #1000N01 . ■ 1'-0" / / / 1'-0" SELF CLOSING SAFETY GATE BAR %"x2Yi" I TO SWING INTO THE PLATFORM Xs V ° N. r GUARDRAIL & POST :1- ---1 I ppr 0 1) "O STD WT PIPE GUARDRAILS 1 L j_ _i & POST " s I 2 CO Xis > 12 1 31s lo ! 112 TO LANDING S i* & TO RUNG HSS4x4 7\L, 6'-0" MAX POST SPACING 3 1 tis I 1 CLEAR D m 7.,-) L23ix2}ixys ( Li- 1.....1 z 00 I g LU.I U a_ o g TOE PL Y4"x4" � m -I I 0 -J (Xx X = °U-I 1�-4Y4" CO 0 Z o CLEAR M M 4 N. o L._ CD 1 GRATING : \ 2 0 `0 HSS PER PLAN _�— ,- • 8Y" 34s 3%s DETAIL 2 DETAIL N01 1 1/2"=1'-0" N01 1/2"=1'-0" 0 /, 34s • 916"O HOLE IN BAR STRINGER AND W I 1%16"ox2" VERTICAL SLOT IN ANGLE FOR "0 BOLT ■ CEO PROF 1 ee"�GtNE Ots„, __ I ____ ' L5x3Yx x2 ” LG 1� `' LLV #7 REBAR RUNG $ 58�;?., ,i s/ ,� _ a \ I L _ ) REF .- .N y 2" ii iNA WP�-�( I / f " , _ _ EXPIRES:MIIM 1)6 o HOLE FOR - - N ii' 1'-9" k 3/4"0 EXPANSION BOLT r, N O v m 4) DETAIL 4 DETAIL 4 1"=19-0" - 6"=1'-0" ISSUED FOR ?,i, :_7. B ISSUED FOR CONSTRUCTION BEH 1/29/14 CONSTRUCTION A ISSUED FOR BID )BP 11014 REV DESCRIPTION BY DATE M O O NUMBER • • EVERGREEN ENGINEERING EE JOB THIS DRAWING IS CONSIDERED .• Engineering and Construction Services 2859.0 CONFIDENTIAL AND PROPRIETARY, -s,. •:ti :'�• EUGENE, OREGON DUPLICATION OR TRANSFER,AND :;:. ask COMMUNICATION TO OTHERS IS • • (5+1) 4s4-4m vac eerIn c—srso PROHIBITED WITHOUT THE WRITTEN o M U EE DRAWING 1000N04 IC �:1000N04.dwg CONSENT OF AGILYX •' H SIZE DATE: DRAWING #: 1000N04 REV a ' D 1/7/13 DESCRIPTION: v DETAILS AGILYX PROJECT NUMBER: CUSTOMER: AGILYX SCALE: DRAWN BY: SHEET: i LOCATION: CUSTOMER PROJECT ID: EVEREST AS NOTED JBP 1 of 1 a, / N PIPING LINE LIST GENERAL NOTES : UP MARK LINE # FROM TO A. SEE DWG #1000L01 FOR PIPING GENERAL ARRANGEMENTS q .. NORTH 4" GTL W/ 6" JACKET & INSULATION PRU "C' NOZZLE SECONDARY CRACKER 9SpR� ,......r,Xlle � RE 4" GTL W/ 6" JACKET & INSULATION CYCLONE QUENCH "C" , ��� h 14" FLUE GAS/REFACTORY LINE FLUE GAS BURNER PRU "C" NOZZLE 8" HOT AIR W/ INSULATION HOT AIR BURNER HEADER 0 4" HOT AIR W/ INSULATION HEADER SECONDARY CRACKER 6 4" HOT AIR W/ INSULATION HEADER CYCLONE 7 4" HOT AIR W/ INSULATION HEADER PRU NOZZLE 8 4" EXHAUST AIR QUENCH "C" LINE #2 HEADER ■ 9 4" EXHAUST AIR SECONDARY CRACKER HEADER 4"10 4 EXHAUST AIR LINE #1 HEADER ,o i •\ <'\ 11 8" EXHAUST AIR HEADER EXIT VENT 12 4" GTL W/ IN HOT BOX SECONDARY CRACKER CYCLONE % I 1 moo,. 0 a 3i-3. x A 2' `6M 1 6r h 3'. < ` % if W <40 lai Ll si II 0 11 10411 I416 -4- Z 0 E " ol J ER 3' .'�' Jp�� OR- o . (.11. Allir 4,64,0,4,,33 r� • •� ff ,t. A'�17�6„g- i3O . 1P / / , --- s ■:''-><.4P 1 I loz .1 h / . ::: ■ 0 „ 1 ,.-- itr4. N ' 4, ,,-, , 4 , P 00 0 . - . ., 0 1 a E \ Cb(IkG \ ' C G,(ER ;'AII �M Rp -) tJER U eER ■ ' ���� �� B R ■ p w AO w �' 1I #461,°,°--- ,IR �0 /-' R w + � \\\\ 01) RO or!E -'' x 0T DER .... 0 /-'X01 BO � GRp�I( ' E ID \\\ /� riT” O Ivl GP- 4C314. ili R ' \ AP E O PER 6 I si a % ) \, �,cv PROFF,c,s a �5 �G,t NFL `tea NOTE: �c' '� v • CRACKER NOT SHOWN 780 PE r- Z' a''6 FOR CLARITY f,e-vit, �, J I �, ii „, s N . .�'°i 1j- BER 12,��G� �� FR EDE v [EXPIRES. 12/3/* 5 I ° 0 N V .o H0 GOER 1 0 I 0 ISSUED FOR CONSTRUCTION ISK 1/29/14 ISSUED FOR REV DESCRIPTION BY DATE M N O THIS DRAWING IS CONSIDERED 4 CONSTRUCTION - DUPL�ICATIONLOR TRANSFER,AND o QUENCH 3�' - COMMUNICATION TO OTHERS IS gi I yH , TOWER �/ I�- PROHIBITED WITHOUT THE WRITTEN o JOB CONSENT OF AGILYX • EVERGREEN ENGINEERING _ •;•'; .• Engineering and Construction Services 2859.0 SIZE DATE: DRAWING #: 1000P01 REV 0 NOTE: : ti EUGENE, OREGON a� D 1/10/14 DESCRIPTION GTL PIPING ISOMETRIC DIMENSIONS SHOWN ARE FOR � 1) 4e4.�”' FAX: � '� '°'—°'�° GTL PIPING ISOMETRIC '"'M^" MPF SCALE: DRAWN BY: SHEET: 0 NOT TO SCALE ESTIMATING ONLY! EE DRAWING MOM 2859-0-1000P01 RevD IGAD FILE:2859-0-1000P01 RevD NTS DTS/RAF 1 OF 1 2859-0-1000P01 RevO FIELD FIT HEAD (1) PROVIDE INSULATION BREAKS 4 (24) 9/16" HOLES AROUND NOZZLES AT HEADS FOR MAINTENANCE _ EQUALLY SPACE ON c_ (2) PLCS TYP ® . 4" INSULATION TYP ACCESS. BOTH SIDES TYP 2'-6" o62)" BOLT CIRCLE 6" t 1'-0" "I-- 0 ��:-a` � i/�//�///�/�/��.///,�///'�/�/�.////�//�/i///�////�/�///��.///�//////,1�/�///���' mss_ ��-;_� 3 1 I i� i i i i i i t - �I6 0 &I- ti �7[a v I __ 1 1 1 1 1 1 �� 1-___ __1_ 0_4- l_____ 4_ r Tr--- —1- -1— GT r 0--- nicer 'r][�' �^ -- i ± t ± ± ± ± ± ± ± ± ± --�-- .t,� r.L-- 1 �t>5�a•o W = 1 1 1 1 1 1 I 1 1 1 1 1 8 1 1 1 1 1 1 I 1 1 1 1 1 / CD I I CsD ._ / t ti-Vmmih g!..% Mr eld'0 1 1 -1-- HE L i Ii_____ 41: -!-11— --e- e_ ----Li -P-1154)-- - , 0 0 , 1E0- 0 10- Alf 1 16 Li_ 1 i � 1 1 1 1 1 1 1 1 1 1 1 1 - - - - - - - - c° :t\W I I I - \ell, commt • i t ' '--1----_ —1:- , 4-- —1-4 ot—___ft,i-- 6 , t� Vii L41 O -Iki / 1 1 1 1 1 1 1 1 1 1 1 1 :: i I I i 1 La 1 1 1 1 1 1 1 I 1 1 1 1 + I 1 1 0 , 1 1 - t 1 1 1 1 I 1 1 1 1 I 1 1 4 &4101,11(4 [� / 7r 1 1 1 1 1 1 1 I 1 I 1 1k,, ‘ wk pi. _lir-. : •f' a Ir-r -- -I- + 4— + t + t + t + t ---- fff��� 1 _i___ r '-- - le , / 0- 0 -6 -6- ,,- *..; i P-L —J--._ _._ . ---J-, p-L--i- 0 1 I. +- i -e- 0 ry E ___ , I ip, . I 1 ,. 0 3 CHD : I II 0 0 ® A 6, \ x 0 111 11 it DETAIL v 3'-O" Jr 13'-0" ‘ � 6 DO NOT WELD PIPES TO NOTE: 12 REQ'D 3'-0" REF " _ TUBESHEET THIS END 3/4"=1'-0" (j) DETAIL 18 -4 REF END 3/4-=, '—o- 3/4"=1 '-0" HEAD REMOVED ELEVATION (24) 9%6" HOLES FOR CLARITY EQUALLY SPACE ON 3/4„=1,-0„ 062)/2” BOLT CIRCLE I, 6” 1'-0" y 2'-6" i 6" TYP "I 0 / Loh o I I - 0 1 i � 6 J 9" TYP 1 I 1 I �I'\ y _ _ Aare - 'J / / . �11l 111i 9 ..a / / ,. � f'I iiiiiiiiiiimb I I o 1_, _ tea' ( 0 111 ■� I A A A �A _ N H 11 i ,■. Mk M/ I All \I ` " . , „, III a I - - - to - - - - - - - - - - a 1 COUPLING \ _,, - � - � - \ -, " ``' ■ I I a ilk `�■ I • 1, I_ r 1 scHBO 1e1 i� �i c,i v� v Mr N► ` PIPE -Kp( o S b 1" 3000 LB �'� I' 1'1 sl 4/ l Yp ' THREADOLET = 21=w1!Oil i i _ - - - 1111 N- - 8 DETAIL 0 0� — $s. t _ �—/ O3 �, X111%6" / 1'-0" I (24) %6" HOLES ' TYP 0 3/4"=1 f-0"1 DETAIL— PLAN EQUALLY SPACE ON \ 3 7-0" 062 " BOLT CIRCLE 0 11/ . 1'-0" 1'-0" 1'-0" 15'-6" DETAIL REF I REF REF " (2)4 DETAIL 3/4"=1 '-0" 15 0 REQUIRED / / _ THRD-O-LET FOR SURFACE TEMP 3/4"=1 '-0" ' �r�--s THERMOCOUPLE. DO NOT PENETRATE 8 SIM. 0 t�� �� ,� PIPE WALL. (4) PLCS. 3y" 3'-4%4" t3'-4 4" 3'-4%4" - 3'_4%4" t ._ kd /dir‘dil -lxt &.k I I°4I � / .Brom L •W _-1'P_ I I I I 1 a _ i t (elm) iTi — etiliii= i CM 1 0 -t- , - _ elm . I CD LJ— :: 1 ' 4� � I� � � N a : iill .1C 0 i : � o L.L. , =Oat. II •Aco , i t #0TA&I glii er,,,,, 1 1 1 1 ..--- VI a*;r v .-! • 1 1-,w - 0 ,� II II 3y" I 13'-7)/2" . . ,-,- ` / ` X - - - 14'-2" 0 0, 2 e t f 7! / / °p 4 " HOLES 3 -g O �6 — 2" 8" 8" 8" 8" EO �At�� .. c6) DETAIL— PLAN FOR i BOLTS DETAIL ELEVATION , _t il 1 0 + 1 8" I 8" 8" I 8" I PL "x6"x3'-O" LG 6�4" 2'_6" 3/4ff_,f_0ff 1 I I I I �� F,Q a, / E NE'� '� '� '� Y _ \ 781 - ' ` - I ao1 ME �,` S S U E r O R ADDED ITEM 26 ITEM 7 SLOT LENGTH WAS 2" RAF 1 14 14 1 DETAIL— END \ `F �i �oo / / a..,„ 3/4"=1'-0" 9-I",o BER 12' \G� C O N ST R U CT I O N B ADDED THRD-O-LETS FOR THERMOCOUPLES PLS 1/10/14 / �6" FR E DES ‘,. �, EXPIRES. ti 31 �� - WITH R E V I S I 0 N S A ISSUED FOR CONSTRUCTION, CHGS IN REV CLOUDS )RM 12/30/13 0 EDD ETAIL Manua 14 2014 REV DESCRIPTION BY DATE ITEM DESCRIPTION QTY SIZE ITEM DESCRIPTION QTY SIZE 1 >/2„_1 ,-0„ January 180' ELL, SCH40, 316 SS B.W. 4” 10 90' ELL, SCH40 316 SS, B.W. 2 4" • • EVERGREEN ENGINEERING NUMBER THIS DRAWING IS CONSIDERED •2 STUB ENDS, SCH40 316 SS, SHORT 4" 11 JACKET, 11GA CS-B LOW CARBON STEEL ESTIMATED WEIGHT = 11,000 LBS 2859.0 CONFIDENTIAL AND PROPRIETARY, gi 1 y H ,, o_e 4" ;:;, .: Engineering and Construction Services DUPLICATION OR TRANSFER,AND 3 BACKING FLANGES C.S. 150# ANSI 4 12 HEAD, 11 GA CS-B LOW CARBON STEEL (ASSY.) ITEM DESCRIPTION QTY SIZE 'ti::•. EUGENE, OREGON 4" " 7 17 " " , " : ....;•:.: •• (s+�) +e+-+r» Fix � �� aca COMMUNICATION TO OTHERS IS 4 GASKET, FLEXITAULIC HI TEMP. 4 13 L2x2x3/6 , C.S. 4 05 21 PL y x6 x3 -0 A36 C.S. 1 .� „ MPF PROHIBITED WITHOUT THE WRITTEN I,' 5 PIPE SCH40, SEAMLESS 316 SS 225' 4" 14 6x6x3" GUSSET, C.S. 8 22 HSS7x4 " 2 2'-4"LG EE DRA1M k NUMBUt 2859-O-1000MO1 a.8 FIE 2859-0-1000MO1 CONSENT OF AGILYX 6 BAFFLES, 11 GA, 316 SS DET. 2 15 GASKET MTL, GRAPHINE TYP y" THK 23 HSS4x44y DRAWN BY: DWG#: REV:" 3 2'-4"LG JRM SERPENTINE HEAT EXCHANGER r C 7 ANCHOR TUBE SHEET, 316 SS PL%4� DET. 3 16,17 FLANGE STUD BOLTS&NUTS, ASTM A193 AS REQ'D AS REQ'D 24 HSS4M4xY" 2 14'-2"LG agi yH DATE: 12/18/13 DESC: PLAN, ELEVATION & DETAILS ,I N 8 SLIDING TUBE SHEET, 316 SS PL3/ DET. 4 18,19 JACKET BOLTS&NUTS, ASTM A193 AS REQ'D AS REQ'D 25 L1Y4 x1 , C.S. 4 06 AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: FILE NAME: SHEET: 9 FLANGE, 150# ANSI SO RF. 316 SS 2 4" 20 PL Y2"x6"x3'-0" A36 C.S. 1 26 TUBE 120 W. DONNECH 2 06" LOCATION: HUNZIKER CUSTOMER PROJECT ID: NOTED 2859-0-1000M01 1 OF 1 C 113/16" THICK KAOLITE 3300 A v 11 %6" THICK RESCOCAST 8 1'-0" 14" 150LB SLIP—ON Y"� HEX BOLTS " 4"O FLANGE EQUALLY SPACED 1" THICK KAOWOOL 2600 BOARD I '. I ., i t ,., 7q'- - + *+* )`� %ice//i% 14" STD WT PIPE ` %" WELD—O—LET ■J ;;** ;*; x< ��% " 6" ° DRILL AND TAP HOLES 1" THICK KAOWOOL . �� +� +:; riti/F35!, PL Y4 TYP TYP ! 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Tu s a N to d -a ��0 PROF& N eat %NEk*4, 0y o 4, ° NOTES:1. ESTIMATED WEIGHT: 9000 LBS 78084PE 01,,P( K Z OREGON 0,� 0 _�GF z!4/14 fG° o '9..�- BER 1%' ''� o p ' F RED�g. to !EXPIRES: I/13 /zass I E ISSUED FOR N CONSTRUCTION 0 ISSUED FOR CONSTRUCTION PLS 1/28/14 REV DESCRIPTION BY DATE -. I EE• EVERGREEN ENGINEERING roe NUMBER THIS DRAWING IS CONSIDERED E Engineering and Construction Services 2859•0 CONFIDENTIAL AND PROPRIETARY,•...._.:5.....� EUGENE, _ DUPLICATION OR TRANSFER,AND agilyH ... ...„ ••••• :: • ' (541) nI Fix (�+Q aft COMMUNICATION TO OTHERS IS al ... Air: MPF PROHIBITED WITHOUT THE WRITTEN EE DRAWNG Mss 2859-0-1000M02 CAD FILE 2859-0-1000M02 CONSENT OF AGILYX tz DRAWN BY: JRM DWG#: REV: ' ' 2859-0-1000M02 YH DATE: DESC: 0 °I 12/22/13 FLUE GAS HEATER COMB. 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ON FLANGE � �j , \ \ 2 REVISED D . 2, ADDED CERAMIC MOC MPF 2/4/14 1 1 1 1110 1 1 ISSUED FOR CONSTRUCTION PLS 1/29/14 , 1 1'-4%e» ISSUED FOR 0 PRELIMINARY/ ISSUED FOR BID PLS 1/10/14 0 / CONSTRUCTION REV DESCRIPTION BY DATE )13" KAOWOOL 2600 GASKET EVERGREEN ENGINEERING roe THIS DRAWING IS CONSIDERED AT MATING FLANGE _ 2859.0 CONFIDENTIAL AND PROPRIETARY, WITH REVISIONS U ID ;:;, Engineering and Construction Services DUPLICATION OR TRANSFER,AND -:ti''•r EUGENE, OREGON •. •;.;:•: ••• � �� �a►-+n� FAX (54t) aak COMMUNICATION TO OTHERS IS FEBRUARY 4, 2014 -� MPF PROHIBITED WITHOUT THE WRITTEN - A SECTION CONSENT OF AGILYX 2859-0-1000M05 �°t 2859-0-1000M05 3»=17_077 DRAWN BY: JRM DWG#: 2859-0-1000M05 REV: x a 11 2 y r. DATE: 12/22/13 DESC: MIXING CHAMBER m-c) AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: FILE NAME: SHEET: LOCATION: HUNZIKER CUSTOMER PROJECT ID: NOTED 2859-0-1000M05 1 OF 1 ' 2'-1" / / D "A" A --> ir 7 I 1 I 3000 LB THREADOLET 411011111/1 ,A,i = WarAIPZIVII/41WAILVADWAIIMPAPZIK:I MN IN II 4 I FA/Ad rral IZA P%I 19%///./I V/Ka IZA P li I Pi%/7.4 PI/Z./74 VA I VA PrA//41 MO PA II1 I I/0 1,0'AM: p \xxxxxxxxxxxxxxx/ ;\xXxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx�1111%,, �,�I•i�t ; + + +.:.'++++ %� 1, 01" HOLE CAST IN REFRACTORY I 1 i 0 _ _ _ 1 Nt �4 .41 +'+'+' + + �Xk, 0 1110W0.‘ :• ++++:+:++++ ++++:+:+:+:**A$V$(/ 1°2 ill iiii ,,O.,,x ...++++++++ ++++++++++,,,e/. „ .4,,-„,,,,,‘,+,,, -x,-,,, ,,,,,,,. +++++ + ++ \ '{ / + + + + + + + + + + + + + + + « + + + + + + + + + + + + +++++++++++++++ + + + + + 'Lill Mitil°' VIP I.�jy Q k X(j>�nXnX�XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX \ \ // NI- 4.-®� ',\� , ,,.'V>: �/ ' xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxr�� �� / ♦ �X ' T YXYYYXYYYYYYYX YYYYYYXXI IXIIYYYYYYYI!)!')IYXIIYYYYXY Zr k i 14 SCH 40 PIPE " _ REFRACTORY: 4 HOT SURFACE: 11 .16" KAOUTE 3300 14" 150LB SUP ON MIDDLE LAYER: 1146" RESCOCAST 8 BAR %6"x2"x3/"LONG FLANGE OUTER LAYER: 1" KAOWOOL 2600 BOARD I I /L' BAR %6"x2"x2"LONG SPOOL OW DIM "A" DIM "B" ESTIMATED WEIGHT A 3 4'—O" 1'-0" �- END VIEW B 1 1' 4}�" N/A Y" CERAMIC FIBER GASKET FOR 4' SPOOL: 750 LBS SECTION ' $ I f C 1 3'-5%4" 1'-0" f I 3"=1'-0" 3"=1'-0" D 1 3'—Z" 1'-0" I I E 1 4'-6" 1'-0" FIELD VERIFY ALL SPOOL LENGTHS A , ERY 6 PER FABRICATED FLANGEST. NDOFF INSTALL TABS EV OTHER FLANGE. `---------2" MINERAL WOOL INSULATION �'' \\\ ) IN AREAS WHERE PERSONNEL B CONTACT MAY OCCUR. � REFRACTORY: ���,� EXPANDED METAL HEAT SHIELD, ~ HOT SURFACE: 11%6" KAOLITE 3300 %;;; FIELD LOCATE AS NEEDED FOR MIDDLE LAYER: 11%g" RESCOCAST 8 %%%%%- PERSONNEL PROTECTION 0 //!/"`' OUTER LAYER: 1" KAOWOOL 2600 BOARD „,,„,,„ .3„.), >,,„,,'C/ x X 1,1 /r �' �� i xhy��Sx C!\C�h x , /X{>X�n h ..+ X xX\ x<>. ® .� / /i// ; i X�U\n �y \n X�1 h X n x x� I w �', '�. + +++++ +++++ . pax\,\� ��-i. /';;' �2;�XX�''\�` ,../. + +'+ + + + + 14"0 PIPE LINED WITH 0 l-,--'. ...>„, ....,:.,,< '.. . . . . . ... x yx pf, , i,,,� kxx , ..............„.„......c.....***....... + + + + + REFRACTORY MATERIAL +......„.* x,,,,, e..,00. _ - j ...------ s^' '',"\l‘ *++++++++++++++ + ►x>,,syx(/ ++++++ ++++++ h5•\ X -/ i .�♦/\h(y\ :+: + +� + + X♦C�C / ,/ • \J + + + • EXPANDED METAL HEAT SHIELDING TYPICAL DESIGN a•_I I /CT/ 4.y +++++.+++ + +▪+ + + \n ) ' / i /\� \/� 4+++++4+4+ + + + + + + + + + + + + + + + + �� ��• 3 =1 -0 I •�.� -,,e/Y,A/),-. 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ISSUED FOR CONSTRUCTION PLS 1/28/14 ' i ip i{Y�//m %i'; \�� ' � "" '�i%%%%' Co N S T R U C T I O N PRELIMINARY ISSUED FOR BID MPF 1/10/14 • /„,,,/,.;,/,, „ , \ + REV DESCRIPTION BY DATE ° I 14" 150LB �• • EVERGREEN ENGINEERING cos Nun THIS DRAWING IS CONSIDERED E• Engineering and Construction Services 2859.0 CONFIDENTIAL AND PROPRIETARY, SORE FLANGE . .' ' • _ DUPLICATION OR TRANSFER,AND 6 •, EUGENE, OREGON aak _ COMMUNICATION TO OTHERS IS I�'I ' n' FAX:osrI. oorn so PROHIBITED WITHOUT THE WRITTEN / �" PPP: MPF - ENDVIEW B S E C T I 0 N EE 2859-0-1000M06 ° F. 2859_0_10001106 CONSENT OF AGILYX DRAWN BY: ,RM DWG#: 2859-0-1000M06 REV: a II i DATE: 12/22/13 DESC: SPOOL PIECES i AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: FILE NAME: SHEET: N LOCATION: HUNZIKER CUSTOMER PROJECT ID: NOTED 2859-0-1000M06 1 OF 1 ! 5'-7Y4" GENERAL NOTES : , , 2/8" 5'-2)2" A. SEE DRAWING #1000G02 FOR PROJECT NOTES. B. THIS DRAWING IS TO SHOW THE DETAILS REQUIRED TO ENCLOSE AN TYP • y �/ 1�► EXISTING CYCLONE AS PROVIDED BY PRECISION PIPE & VESSEL, LLC. TYP REF DWG: HOT CYCLONE, JOB #5008 REV 0. 2'-7'4" - c. C. PROVIDE AIR TIGHT SEAL AT BOLTED CONNECTIONS WITH HIGH TEMP , . w SEALANT. SEAL WELD ALL NON BOLTED CONNECTION. \ �� - - o- o -o-e- - ---0 — 0- — D. REMOVE ALL WELD SLAG, BURRS, AND SHARP EDGES AFTER FABRICATION.. _ .. I — \ I + :, w, 1 I PROJECT I 1 -4--- - ■-- N 5,-7Y" \ - 4 - - / / 1 ; I 1 o r•27* 6" 4'-7)/4" a +, / / INSIDE :° I 10" t I _. _ I I 1 ' \ 0 0 0 0 0 0 0 0 0 11 GA CS-B SHEET t — � — —moo— o —o—� \ o- - ! \ `fl I HOLES TO MATCH " 1 15/8" : 17%4" SPACING , 0 r - COVER PLATE / 1 -4 1" TYP , TYP UNO 2 I - - --- - - - - 1 %6"0 HOLES FOR ,' �) - - - - - 11 GA GASKET FOR ATTACHING CO Y"O A325 BOLTS \ I SS DUCT TO CYCLONE ENCLOSURE o WITH SELF TAPPING SCREWS 11 GA CS-B SHEET -) N - 1 1 \ 4" THICK INSULATION WITH 0' REMOVABLE 24GA COVER l L2x2x,l STIFFENER \ - - - - - - - - TYP = - - - - - - - - - - - - 10 `�' I -11 GA CS-B SHEET I . I I � I \ 1 I \ 1 1 1 1 \ 0 0 0 I 0 COVER PLATE DETAIL 1-1 PLAN 1"=1 ,_0" 5,-5Y4" NOTE: TOP & BOTTOM COVER 1 "=1 '-0" PLATES NOT SHOWN / / 2'-3" 2'-4/4" 6" / / / / 1'-2" 7, i 7" 1" 4" I )( k /, , 1 TYP I 1 v • • o I o 0 0 0 — 2" 1:ii) 0 SI " 11 GA CS-B SHEET WITH ,i °�� g " J' 6 / TOP AND BOTTOM FLANGES /6 HOLES FOR REF FIELD FABRICATE AND INSTALL _ y A325 BOLTS_AO_ _ THIS PANEL TO PLENUM THAT SEALS TO CYCLONE o - \� ol r__ _ ti____ _ _ _ _ - _ - _ _ - _ _ _ _ BE REMOVABLE ENCLOSURE AND TO SIDE WALL ¢ �, K\ OF SECONDARY CRACKER ;o, N, - ...±.\ III . �I II � — \ Ls w. ' SUPPORT STEEL t` u i I H r I - I t F, \ - - I I o REF H= : 1 THIS PANEL TO I C ,,, 1 H /II i , �� OPENING FOR GTL PIPING a -a - = ° HOLE PATTERN AND SIZE TO PL Y4" 4" THICK INSULATION ;n II H MATCH CYCLONE ASH PIPE FLANGE _ 11 ° 11 11 H ° 11 H 1 (300# 4"0 VERIFY) WITH 24GA COVER 11 a xP2xY4 STIFFENER D PRO ire- - I cg) SECTION �``�� ire �� ��GIN /p?\:T>.J u 1 1 11 1 K e H 1 n u ' — r , - 780PE B 1 n u _ – n n 1 "=1'-0" ; z1z ;P eL✓V N v11 ' i n n - -i1— - - 1 n u 1 119 I -1 1 n rr w n u .4 I II 1 1 I II I . . FREOE I II ( ( 1 11 If 1 1 I 1 11 ` D 'EXPIRES: 1'z/3i/32,12_1 o H i -- --jT ! II SUPPORT STEEL 1 i ' a-— I - jii-- \ \ REF 1 N L SUPPORT STEEL o-- 1, 6" 4"OD DUCT WITH a REF AFTER INSTALLATION SMACNA FLANGE 0 ISSUED FOR CONSTRUCTION - NEW DESIGN ZB 1/29/14 EAST ELEVATION SECTION 4" THIIICKINSULATON A ISSUED FOR RAF 11014 ck) ISSU FO / / 1 "=1'-0" 1 "=1,_0" WITH 24GA COVER REV DESCRIPTION BY DATE _ ISSUED FOR - 0 - THIS DRAWING IS CONSIDERED CONSTRUCTION ONFIICATIONLOR AND PROPRIETARY, TRANSFER AND o ,, COMMUNICATION TO OTHERS IS PROHIBITED WITHOUT THE WRITTEN g EE JOB NUIABIER CONSENT OF AGILYX • : - EVERGREEN ENGINEERING ;';•- .• Engineering and Construction Services 2859.0 SIZE DATE: DRAWING #: REV o 1000M07 0 -;ti 'r EUGENE, OREGON D 1/10/14 DESCRIPTION: ....i.:.: �ss,� 484-4771 FAX (541) 484-�a CYCLONE ENCLOSURE J '" SCALE: DRAWN BY: SHEET: EE arc NUMBER:2859-0-1000M07rev0 'CAB FLE:2859-0-1000M07rev0 NOTED ZB 1 of 1 2859-0-1000M07rev0 N N 0 FORMED ANGLE CLIP, %"x3"x 12GAx2"LONG 316 SS. SPACE AT 5'-0" OC. ---/ ,_ _ O 11 GA 316 SS FORMED ANGLE CLIP, r —h - - -\ /(60 JACKET, 6 OD 4"3"x12GAx2"LONG O 316 SS. SPACE � J ' AT 5'-0" OC. oN O / O 1* / kit_ PROVIDE SLOTTED n- = ,/--- . \_____ ___O ) HOLES IN JACKET 11 GA 316 SS 2-PIECE GA 316 SS 4" SCH 40 PIPE AT ATTACHMENT JACKET FORMED AROUND 11 11 PIECE JACKET POINTS FLANGES AND VALVES 0 DETAIL DETAIL A SECTION 3"=1'-0" 40 - 3"=1'-0" 3"=1,_0" 0 i z 2 0 i M N V O N # GIN4%o PRO 0 c' /084AE 9 REi; N 7 '9.,�-p Et 1 -:r. FREDE ' EXPIRES: Z 3t Za15 ISSUED FOR a 0 0 ISSUED FOR CONSTRUCTION PLS 1/29/14 CONSTRUCTION _ REV DESCRIPTION BY DATE a 1• • EVERGREEN ENGINEERING THIS DRAWING IS CONSIDERED 0 Engineering and Construction Services 2859.0 CONFIDENTIAL AND PROPRIETARY, • DUPLICATION OR TRANSFER,AND -:ti' , OREGON 1. •,.;:•: • • (541) n1 FAX (5+�) aak COMMUNICATION TO OTHERS IS J mumwergrommOmming.com APP: MPF PROHIBITED WITHOUT THE WRITTEN - EE WAVING" 2859-0-1000M08 IAD FILE: 2859-0-1000M08 CONSENT OF AGILYX DRAWN BY: PLS DWG#: REV: IyH 2859-0-1000M08 a DATE: 01/14/14 DESC: 0 a PIPE JACKET DETAILS AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: FILE NAME: SHEET: N LOCATION: HUNZIKER CUSTOMER PROJECT ID: NOTED 2859-0-1000M08 1 OF 1 ! TFL SKID MOUNTED GENERAL NOTES r 7 A. NOT IN USE I \ 0 PID-XX-XXx---- 480V, 3P, 400A H- 1 rE 3 ZONE4,5,6 1 (g 3 ZONE 7,8,9 it NOT CLASSIFIED AS HAZARDOUS • ZONE 1 ZONE 2 ZONE 3 Y M Y M POWER PANEL PRO d d PF70 \ PLANT ELECTRICAL N Y SCR a N Y SCR M N Y SCR a N M SCR a N M SCR a a VFD '" M VFD a. I SUPPLY I o M 0101 o I o o^0 0102 o I o M 0103 o I o 0104 ^ I o % 0105 i PP-010 0 0101 8 a°o 0102 0 / N r CO N A N M N !' d' •- I 0 ° ° / KEYED NOTES X v-- g A N gv N / PID-XX-XXX 480V, 3P, 60A � � BACK-UP GENERATOR 1. PROVIDE HEAT TRACE OR ADDITIONAL INSULATION FROM ELECTRICAL SUPPLY \ PRU NOZZLE A UP TO VALVE PCV 133. 2. SOFTWARE CONTROLLED PRESSURE REUEF VALVE. \' I_ I 1 H H H H b- I A A I PANELVIEW PLUS (2 DI24VDC 1769 IOt6 U U CO > C) C7 > CO v ""'L v v v v v 1769 L33ER COMPACT LOGIX 2711P-T12C4A2 (2)DI12OVAC 1769 IAt6 . I 0 0 CI N v / - COl TaC IJA NE ,-- - i L 1 L -I L 1 < N > > (2)D024VDC 1769 0616 Y Y Y Y Y ESD PLC ESD HMI (3)AI1769-IF8 Y Y 4 v I Y Y W W W W W (2)AO 1769-0F8 W W > ] © PID-XX-XX� 120V, 1 P, 20A �~ �W aW CD -010 a a a a PLC 010 HMI 010 (4)TC1769SC-IF8U 0_ n_ N N N O 1 USP ELECTRICAL SUPPLY < > NOT CLASSIFIED AS HAZARDOUS \ PID-XX-XXX I 1 I 1 1 0 L - SCADA ETHERNET a a ct ta II Y Y IO JUNCTION PANEL Y Y I- at at at at at A A Y Y Y Y Y o 0 ILI JP-011 W W N N Q- MOUNTED ON(ESD) SKID CLASS I, DIV. H, GR. D g c. c4 CNA N A i I 1 1 t ° ° � �. „.._.... ..,........ I .,... .,...ti ., , SYSTEM TO QUENCH TOWER FEED SYSTEM �E �E -E -E -E -E -E -E -E -E -E -[ -E -E -E -E 4-GTL-KEA-OO2 'E -E -E --E -E -E -E -E -E -! --E -E -E -[ -E -E --E -C --E -E -E -[ -E --E -E -E - � OPID-XX-XX OPID-PB-O " , , , , , ' ' i 4x6-GTL-KEAx7BA-001 TO SECONDARY CRACKER ', ,` A9 ( C )'ID-PA-2> ^- r, TAH GR. Ili /TAH1 � 0118 INSTRUMENT AIR X0113/ i ` ' A LAH1 n " © P{D-XX-xx� 0 PID-UR-17 S rTAH1 ran , E^, 0118 f u r : ' PROCESS PRESSURE ALARMS -Ex44o6e \ / .,. I CLASS I, DIV. II, GR. D 11 " AAA ' /TI 1 TE ^ " TAH I (ESD) FUSE PANEL A n " 0118 Amato mot r^ 012 ' "' AAA—m36 PY , / i r / HOT AIR / JP-010 113/ Y AAA-PYI n ` �• ' rAH\Aiwill A P 4-HA-XXX-001 S < MOUNTED ON (ESD) SKID V 1 , TE I Pv ^ "' Locana SAFE S i X02 — o2 I 0122 -, ,1 AAA A, I /I—r..—M. r.— —1Ei36 r ' —PCV133 I MC r� TE _`.1 A '�� xxxx I TE P TE I 0118 m 0113 ' —PT113 AAA— 16 Oj .1. AAA-T>2%<:135 PY °I v� 122/ —PY132 AA�m ti / , / , ' PPT132 ' —T 535 '^' , PY Z AH TAH TAH TAH TAH • '" 4 T' TE `_' I. A 0105 0106 01.09 ;11 A _ M s,, M0 0122 FLUE GAS / / 1 / , S ' j I O""C9 MIXING Via 14x4-FG-DEM-001 TAH TAH TAH TAH TAH TAH o ""C� M �, � CHAMBER 0 PID-PA-2� - — >oor S , 01/ ; / 0105 0106 0109 ; 1 ""C�"�03 C S •� )o0oc _ _ _ o EN .TI TI TI m w CA/A Pi€411 1-vi 101 10 0105 0106 • 10 o,AAA o1 AM-CAM102"A 02 ' IXJ ' LL - 6 INERT GAS n----, \ / L / 0109 L / T "'T ' T --r T T INLET N2 SUPPLY AAA->wnm M PID-UH-19 1 I 1 O . 0 PID-XX-X� 8 :.� ♦ r ♦ r ♦ ♦ ♦ ♦ ♦ ♦ ♦ • • • • • • • � ♦ � ♦ � v • ♦ � xXXX M;;! °' TE TE TE TE TE TE 8 . - 0101 i ' w .- _ . . ♦ . g .�. 0101 0102 0105 0106 0109 y —8 : 7.5 HP TT W Ado, i 1- -I : ,�-. 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'r EUGENE, OREGO N 484-4771 (6'1) '84-8 ° PROHIBITED COMMUNICATION TO OTHERS IS MODEL : ESD 14-16-2.5 TWIN -'^° APP MPF CONSENT oF AGILYX WRITTEN E Ntrt AGIHZ-PID-PA-O3 �A) FILE: AGIHZ-PID_O1-22TAB.dwg HP : (2) 7.5 HP MATERIAL : 316 SS (SCREWS) . DRAWN BY: DWG#: REV: o ALLOY 22 (HOUSING) '' ZB/JRA AGIHZ-PID-PA-03 D : ( DATE: 10/24/2012 Dom: PROCESS RECLAMATION UNIT (PRU) A RPM 8.7 RPM ® 60HZ AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: FILE NAME: SHEET: HEAT LOAD : 230 KW LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST N.T.S. PID-EVEREST-HUNZIKER 3 OF 24 HA7ARIDOUS CI ASS. : CI ASS I. DIV. Il. GIMP D QUENCH TEMP RESET SECONDARY TEMP<PID-PB-09 O CONTROL RESET ,e „-1 ir , FN40s � *MEND I OFF SKID 1 ON SKID TA ,TT, GENERAL NOTES MV PLANT RAW WATER I ABA-MVI41A ABA-m{°a STAGE 1 A. ALL MATERIALS OF CONSTRUCTION IN CONTACT WITH I CAIIPID-UP-2> III 1.5-ICW-JEM-XXX ABA-1E108 0.5% 140-150 F NON-CONDENSABLE GAS PROCESS FLUIDS OR GASES SHALL BE TYPE 316 � 0-25 GPM 1.54.5 -1 6-NCG-JEM-XXX II 5-20 H2O (VACUUM) S STEEL UNLESS NOTED OTHERWISE. CITY WATER SUPPLY I PLANT RAW WATER 0 20 PSIG I 7W 10D JEM PID-PB-07 aaa-7W1oa //12....---'"—'" —Ms—'"—r—'"—'"—r—"•—r—r—`•—`•— r—'"—Ms— —"•—r— B. INSULATION FOR SURFACES WITH NORMAL OPERATING PID-PB-08 Q 0.5-ICW-BCB-XXX ^ D TEMPERATURES EXCEEDING 300 F SHALL BE INSULATED CONDENSER LEVEL ZI WATER MAKE UP 0-5 GPM ��A�►�J25 ,Nv � I 10 T205 WITH A MINIMUM OF 4 INCH THICKNESS FIBERFRAX OR PI ABA-NV141 A A-1 1 'A I ( psig KAOWOOL BLANKET RATED AT A MINIMUM DENSITY OF 8 PID-PB-06 B AB 41 C 3x1 A ---J 1 Psv I 4" OUTLET 800 F (MAX) LOCATION PCF. 16" I ��A 1 4 ), * C. ALL HEAT TRACING SHALL BE SIZED AND SET TO FN101A CONDUCTIVITY ,� , , . 3 I © IMPURITY BLEED CONTROL FCV - Mc Inr*E"'■' L PER LOCAL MAINTAIN A MINIMUM LINE TEMPERATURE OF 120 F I 1--+ A�I S Imm AB�41 �0''`' 4" d/ '"3� I CODES UNDER ALL AMBIENT CONDITIONS AND WITH NO _ PROCESS FLOW UNLESS NOTED OTHERWISE. PID-PB-08 A r �� FAIL CLOSED 1 ON SKID I OFF S(E) FN365 I I I V I QUENCH FLOW CONTROL (FCV3�) ABA`s 41 ABA` 1B 4" 1 " 4 - .. Hi_ 1......:....4I - — — — — — B PID PB 0� �' A�I� _ 1t11��� . � r r—r r r r. FN406A r Fl-I r- K ►s1 ++ i i i ABA-sNto3 •- 4-XXX-KEA-XXX r� COND. ^ SECONDARY PRESSURE CONTROL TM 11 SPARE V. ■IAFEAD x x . x . x x x , PT �a_m0B I AT I—� AE I ABA.-_.." 8 ABA�J 2A ABA-AE102A O2 • `� SYSTEM PRESSURE CONTROL I,,,, 4" M >� SET TO MAINTAIN uO"H20 - 20" H2O KEYED NOTES QUENCH FEED I Fl , I FC I M :: 8" �►`_. ,-� (VAaIUM)BYp ABa-MC109 Sea 41 ABA-FT140A AeA-FCV14uA ABA A .. I _- PID-PB-07 , 1. PROVIDE VALVE WITH ADJUSTABLE MINIMUM FLOW r r—r—r—r r r—r—r r I I L� ��(`I I _ MECHANICAL STOP. ADJUST MECHANICAL STOP TO D-PB-08 K A ) ----------- 1411 `� ! 01111 I _ 140 F 3-QW-KEM-XXX TCV —'"—r—r—r— 1—...—r—r— �/ —r—r—r—r—r—r— ' I '' N I , PRIMARY PRESSURE CONTROL VACUUM(CONTROL VALVE SPRAY NOZZLES.MINIMUM FLOW OF 40 m TO TOWER I TRANSFER TO PUMP 20-90 GPM (MAX) 1 I 140 F ABA-94102 r �,■.�,,� L7�,- (P30 SUCTION 03B) I -I r 1 Oi I �a� 75-145 GPM (MAx) s "t- M t"�r' 2. ADJUST FLOW CONTROL VALVE TO REQUIRED BALANCE,TREND�■ ur� +--11 1" PT I r1 DE1AA710N BETWEEN UPPER AND LOWER SPRAY HEADERS TO " '° I ° I x = 60 p� ABA-PT101A L Ae .�;- � PROVIDE BEST SYSTEM PERFORMANCE. INITW. BALANCE x '" TO DIRECT APPROXIMATELY 65% OF FLOW (50 GPM) TO Flr I ! LOWER SPRAY NOZZLE AND 30 GPM TO UPPER SPRAY QUENCH FEED ABA-FT10a ( Y I +F 1 NOZZLE. 3-QW-KEM-XXX FEE I 1 O PID-PB-09 —r—r—r—r—r—r—r— 140 F —r—I��-r—r—..- 3. INSULATE BELOW THIS POINT FOR PROCESS CONTROL _ _ AND TO MINIMIZE HEAT LOSS. INSULATE ABOVE THIS HX44O1B GPM PSG I ( 2 _ 8 POINT FOR WORKER PROTECTION PER OSHA "' Fc My " REQUIREMENTS. FlT I 14 ABA-FT140 14 ABA /40B ABA`�406 q Iji _ • . FE14b1 I I 1 I '11/11 o I I IM I I __AN-1 4. LOCATE PROCESS SENSOR AS CLOSE AS POSSIBLE TO -r—r—r—r— -r—r—r—r—r—r— „ I GTL INLET CONNECTION AT QUENCH TOWER. EXTEND TW SUCH THAT IT IS A MINIMUM OF 4" ABOVE OUTER SURFACE OF INSULATION. 5. PROVIDE CLOSE COUPLED SPOOL SECTION ON v PRESSURE SENSOR SIDE OF BUTTERFLY VALVE TO ALLOW MOUNTING OF PRESSURE SENSOR DIAPHRAGM HOT I Isv 1 WITHOUT INTERFERING WITH THE OPERATION OF THE JACKET �s x VALVE. 4-XXX-KEA-XXX PID-PA-23D— © 6. NOT USED Ilr—IM—IM—Ills—Ina—IM—Ins—Ins—Ilu—Ins—Im—Ins—Iln—Ins—IM—Iro—IM—kn—Iro Ins—Ins—Ins Ins VENT '� (, 7. INSTALL FLANGED TEE ASSEMBLY IN VERTICAL PIPIING y RUN SO THAT SENSOR IS MAINTAINED IN A CONSTANT I AND FULLY FLOODED CONFIGURATION. , . , MV 8. MULTI LAYER OPEN WEAVE WIRE MESH DEMISTER. IABA-MVI21 `� s�� 4'� I 9. PROVIDE 1" THREADED PORT IN BUND FLANGE FOR 1-"-I ^ ^ I I /11-D-1 0 MOUNTING OF THERMOWELL. n . ----ABA-TT I-----i I O `h Tt 1s AB 1e 00- 11i ABA-rota 10 FEED FROM 10. NOT USED mac I cw PRU A ill E —E —E —E —E —E —E —E —E —E —E —E —E —E —E —E — 4—GTL—KEA—OO2 —E —E —E —E —E 11. PROVIDE 4" FLANGED NOZZLE WITH SPACER SPOOL TO FEED FROM I PID-PA-03 PRU A 4x6-GTL-KEAx7BA-002 - 41 70-550(max) F I( ACCEPT LEVEL SENSOR PROBE AND NITROGEN PURGE o - 1 __ •• ,0 : 1 0-335 ACFM #A TUBING.O PID-PA-23 t! , a 1111 .]t 1 1 1 12. AGILYX FURNISH, CONTRACTOR INSTALL ABA-11,121B I - •' TTEE TT 11 rn' 13. NOT USED U I 0©�> 1c OFF SKID I ON SKID ABA-TE121e ABA-m21B "A-3121F �O 0IIo 14. NOT USED w - ,��.. m ■c ABA-17121C ABA-IE121c ^ ON SKID OFF SKID 4 12 2 PROCESS WATER v Aea-FLx1o1 ,R' -11 �`P�� �` 15. SEHALL DEVELOP NORMORE THANVAI PSG OF SYSTEM 1/2-PW-KEA-XXX r II PID-PB-09 ►� ' I ExJ I BACKPRESSURE AT THE STATED TEMPERATURE AND FLOW. DISTRIBUTION r i LT, I I � o ABA-L7101 " , Er JOIN 16. PROVIDE TANGENTIAL ENTRY INTO BASIN. LEVEL MONITOR , ®s11 f l 11 e 1 ,2" a <PID-PB-O6 Q ABA W14A 8"1_— I 1 LK:101 I 1 1 I ON101) } � .— HHL I 1" n o (L Tr .II DO4 i I `� ; ABA-m14A h '' r1 PRIMARY QUENCH FLOW ; — HL r F AB AM y 2 A ��/cc �DRIVER KPRMARf TEMP CONTROL 6 ABA-T1 01B "......../ /<ID-PB-09 O N e I FN406 16" , ,.— NORMAL I u OPERATING LEVEL i i— LL " a M _ y "1 i01 A1 BA-MVI02 gf % I MV I a PROCESS WATER � , 10 �� 1 I ABA-MVI28C 1 1 2-PW-KEA-XXX �'. f) I MV I 0 PID-PB-O6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II��, /r,,r Aea' C ISSUED FOR CONSTRUCTION MPF 1/29/14 BASIN AGITATION —r r r—r—r—r—r r r—r—r—r—r r—r—r r—r—r r r r r —r—r—r r r—r—r—r r—r r—r—r O tV.11�����""' �//ir*µ Ml 16 W, u 6" ISSUED FOR B.1 REVIEW &COMMENT ZB 1/20/14 E ' LI B REVIEW &COMMENT SMR 12/18/13 C0 N S T R U C T I 0 N INSTRUMENT AIR A ISSUED FOR CONSTRUCTION ISK 3/28/13 PID-PB-17, 0.5-IA-IEB-XXX X(-;:-) 1111���� REV DESCRIPTION BY DATE I 2 w •�• EVERGREEN ENGINEERING roe THIS DRAWING IS CONSIDERED I •I Engineering and Construction Services 2 8 5 9.0 CONFIDENTIAL AND PROPRIETARY, agilyH . ,,,.. r.., CY �' ' EUGENE, OREGON DUPLICATION OR TRANSFER,AND I QUENCH TOWER My I My (541) 484-4771 FAX (541) 4e4-e75e C1� COMMUNICATION TO OTHERS IS LIQUID FRACTION I I J EI�"I APP MPF PROHIBITED WITHOUT THE WRITTEN >_ ABA-MV101A I ABA-MVI018 '/ 4-QW-KEM-XXX CONSENT OF AGILYX PID-PB-06(� A >— rOQ ei� e". cxlANOUT FIANt;E EE 0R NurBE AGIHZ-PID-PB-05 FIE: AGIHZ-PID_01-22TAB.dw ` 50 6/� a —I I W� WINIENANCE DRANd 9 DRAWN BY: DWG#: REV: E 15O^160 F —E —E —E --E --E —E —E —E -�E —E —E —E —E —E —E —E •--- f —E —E --•--f —E —E E AGIHZ-PID-PB-05 75-145 GPM (WAIER) DATE: ZB/JRA DESC: C TO (pi 01 P1 PUMPS 4-8 GPM (01L) 10/24/2012 QUENCH TOWER Z (P,o1q/P1o1B) � � �� AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: FILE NAME: SHEET: x LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST N.T.S. PID-EVEREST-HUNZIKER 5 OF 24 i E i r 3 FROM GTL C GENERAL NOTES JACKET 4-XXX-KEA-XXX A. NOT USED CZ-) PID-PB-O� In.—In.—In.—Us—In.—In.—1n.—1n.—In.—In.—1n.—In.—In. Ins—1n.—Ins—1n. Ins—In.—In.—1n.—Ins—Ins—In.—In.—In —Ins—Ins—In —Ins—Ins—1n.—In.—1n.—Ifs xxxx VENT TO SAFE ii- LOCATION 4-XXX-KEA-XXX • 6-XXX-KEA-XXX A I 8-XXX-KEA-XXX * 111131111110 i_r. In. rs—1n. w—m. w In.—In. ha Ins ins r hr—M—Us—ins—ins—ins—ins—ins—Iro ins ins ins—hr ins ins In.-Ins-km-Ins Ins hs ins—kw—ins ins Ms—Ins— PER LOCAL 2 (ODES I I A�� LA 1905 AWI os 2 PROCESS PRESSURE ALARMS KEYED NOTES I I ..I�w , , I I I 1. ACTUATED VALVE TO BE AS CLOSE AS POSSIBLE X r4,�� r PID—XX—X> TO HEATED JACKET IN ORDER TO MAINTAIN ITN" 1 Y PROCESS TEMPERATURE REQUIRED AT POINT OF Y P 2. NITROGEN PURGE TIE-IN TO BE AS CLOSE TO I ` x T� AAA-PTIO7 ISOLATION VALVE AS POSSIBLE WITH TEMPERATURE I U P P P x I Aw is 4x6—GTL—KEAx76A-002 TO QUENCH TO PROBE LOCATED BETWEEN ISOLATION VALVE AND "�"ry AAA-rnoa AAA-rno5 AAA-rnd6 d , PURGE TIE-IN. 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MC I - LOCATION nal �_ I MC I A-MC155 o 1111 >T _1 FCV O A`�52 `� �� i I A�C�V152 S // — PEROCAL L' "/ CODES .2 �1 I I PI I M LT AA-LT'152 A`�52 '/ \ V TT I U 1 a AAA -m52 AM 2 XTO ASH BIN TE 1 I A-TE152 I :11 ISSUED FOR 2 ISSUED FOR CONSTRUCTION MPF 1/29/14 E - O .. 1 REVIEW &COMMENT ZB 1/20/14 CONSTRUCTION _\— REVIEW COMMENT 1 3 ° 0 R IEW &COMM MR 1 1 - REV DESCRIPTION BY DATE 0 N O 1-• • • EVERGREEN ENGINEERING JOB NUMBER ‘, • THIS DRAWING IS CONSIDERED Engineering and Construction Services 2859.0 CONFIDENTIAL AND PROPRIETARY, DUPLICATION OR TRANSFER,AND ' ti EUGENE, OREGON COMMUNICATION TO OTHERS IS 1• (541) 484-4771 FAX (541) 484-6759 C! ag IgH J .w. APP: MPF PROHIBITED WITHOUT THE WRITTEN E EE DRAWING NUMBEI: AGIHZ-PID-PA-23 ' AGIHZ-PID_01-23TAB.dwg CONSENT OF AGILYX DRAWN BY: ZB DWG#: AGIHZ-PID-PA-23 REV: w. agilyH DATE: DESC: 2 12/19/13 PRU GTL-C AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: FILE NAME: SHEET: LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST N.T.S. PID-EVEREST-HUNZIKER 23 OF 24 GENERAL NOTES A. NOT USED KEYED NOTES 1. NOT USED PRE-PIPED & WIRED FUEL SKID ASSEMBLY - - - - - - - - - - - - - - - - - - © © • I FIELD PIPE NATURAL GAS, NITROGEN, COMBUSTION AIR : ►1 ►1 ►1 ►1 • •• : -1 PRV-2 PGV-1 PGV-2 I I • O PSL - 13511 M I TO MIXING CHAMBER _ © © RATIO-REGULAOR - A►1 : : ►1 •• : .. : 0 •• M >,^ M i— I _ — kis—f—� h.- A PID-PB-03 IX PR1-1 PSL-26 MGV-1 MGV-2 -26 uWT1NG , ORIFICE ORIFICE VALVE GTL IC � ., ® pRU FLUE GAS INJECTION BURNER MAXON 1-1/2" WIDE RANGE BURNER 0 I 450.000 BTU/HR MAXIMUM FIRING RATE FLUE GAS INJECTION FCV-228 COMBUSTION AIR BLOWER I FUJI ELECTRIC VFC400A-7W 480V/3PH/60HZ 1HP MOTOR N CV CV CV 75 SCFM & 24-WC MAX FLOW PSI- 1 - b N b 1 1 I .. 0 :. f� H — J OPSL-30 ME1ERING - CRIME•• •• b FIT S1-2 NITROGEN I 204 4■/ © _ X-N2-KEB-XXX DC _0 PID-UH-> U a ■, I I ■• _b - i>l<1 — — — — , TO PRU MIX BOX NITROGEN COOLING CONNECTION XXXX 100 PSIG NITROGEN SUPPLY FCV-230 TO MIXING CHAMBER o 50 SCFM MAXIMUM FLOW HEAT DUCT I I A PID-PB-03 , I En I I I GTL #C ✓ I X236 TO SECONDARY CRACKER :L., . . ---vij" e N N I C A )PID-PB-2® PSL PSH _ ® _ I .._ _ _ v _ © _ ,. • , GTL #C T M M M 8-HA-KEB-XXX 10 PSIG NATURAL GAS SUPPLY •■ •■ ► 1 •■ • • -6 -1— d U O I� ■• �-- - I 1000 SCFH MAXIMUM FLOW PR�3 PSL-SO PSH-50 ME7 G —°r°—In' tr 7 MGV-3 MGV-4 t ORIFICE 4iii) TO CYCLONE I HOT MR TRACING BURNER L _( )PID-PB-2 > MAXON HOT AIR TRACING FCV-233 I 550.0001 BTU/HR(MAXIMUM FIRING RATE GTL N COMBUSTION AIR BLOWER I E FUJI ELECTRIC VFC600A-7W 480V/3PH/6OHZ 5HP MOTOR I ,, I 170 SCFM & 30"WC MAX FLOW PSL N I b ' N b a b —1 K0y 54 o N v U N 1 O I I I ISSUED FOR 1 ISSUED FOR CONSTRUCTION MPF 1/29/14 _ CONSTRUCTION z 0 REVIEW &COMMENT ZB 1/20/14 REV DESCRIPTION BY DATE - 0 N O c EVERGREEN ENGINEERING agilyH '� NUMBER THIS DRAWING IS CONSIDERED Engineering and Construction Services 2859 0 CONFIDENTIAL AND PROPRIETARY, DUPLICATION OR TRANSFER,AND ti' EUGENE, OREGON (say) �a�-4n� FAX: 1s��� a� COMMUNICATION TO OTHERS IS .w. APP: MPF PROHIBITED WITHOUT THE WRITTEN o Ii : AGIHZ-PID-PA-24 Fes: AGIHZ-PID_01-24TAB.dwg CONSENT OF AGILYX LE N DRAWN BY: JRM DWG#: AGIHZ-PID-PA-24 REV: a i I yic DATE: DESC: 1 12/19/13 GAS BURNERS TT AGILYX PROJECT NUMBER: AGIHZ CUSTOMER: AGILYX SCALE: FILE NAME: SHEET: 1 LOCATION: HUNZIKER CUSTOMER PROJECT ID: EVEREST N.T.S. PID-EVEREST-HUNZIKER 24 OF 24 N m N I 2