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HomeMy WebLinkAboutPlans Applicant 4/3/20240 _I 00 of EXISTING CONDENSER (VERIFY LOCATION) HPR ANCHORAGE: (4) EPDXY ANCHORS, REF NOTE 10 II I CONDENSER PLATFORM LPR ANCHORS: (4) F1554 GR 36 ANCHORS IN SIMPSON I 3G EPDXY, 4" MIN. EMBEDMENT HSS6 x 6 x 1/4, TYP C8x11.5 C8x11.5 W10x19 W10x19 C8x11.5 I 11 IJim ^ '�� �0�■II 'I N II XXK 'Sal d r �IIiY � II II y �11 • 1 W 11 � - II 0 I 91-0" I SUBCOOLER: (4) 5/8"0 MIN. F1554 TyP GR 36 ANCHORS IN 9'-0» 18'-0" SIMPSON 3G EPDXY, 6" MIN. EMBEDEMENT TYP TYP I I► HEAT EXCHANGER: (3) F1554 GR 36 ANCHORS, REF NOTE 10 I. I — / ACCUMULATOR: 15 / FOR ANCHORAGE DETAIL SEE 03 9'-0" TYP I � \ I � 18'-0" TYP I 6 1/4" cfl I 9'-0" TYP I I 2 u I 3 I I I C801.5, TYP TYP TyP I I TYP C801.5 C8x11.5 W10x19 - ------ - �- - - - - - - I \ 62 \ TYP I I I I \ f \� f co x / ^J / co x I J I \ � = A / C/) = \ v/ IVECO \ / S T R A L I J 1 al � i 11 i i A P LAN 01 3/16' = 1'-0" SIM 3 TYP 03 W10x19 C8x11.5 -� - - ---- --- _ ---- THIS DRAWING, INCLUDING THE PRINCIPLES OF DESIGN IS THE PROPERTY OF SMG INC. � I � \ I � X cfl I u ; cfl u C C;/ r✓ U) I I B SECTION 01 3/16' = 1'-0" THE DESIGN SHOWN IN THIS DRAWING IS SITE SPECIFIC AND SHALL BE USED ONLY FOR THE PROJECT SHOWN ON THE TITLE BLOCK. IF THIS DRAWING IS NOT STAMPED WITH AN ENGINEER'S SEAL, THE DRAWING MAY HAVE BEEN REPRODUCED FROM AN UNAUTHORIZED COPY. AUTHORIZED CONTROL DOCUMENT IS EITHER A STAMPED HARD COPY OR DIGITALLY PROTECTED ORIGINAL. THIS DRAWING SHALL NOT BE USED IN A MANNER THAT WOULD BE A DETRIMENT TO SMG. ACCEPTANCE OF THIS DRAWING IS AN AGREEMENT TO THE ABOVE. 0 ISSUED FOR PERMIT SYM. REVISIONS A E 02 C8x 11.5 C8x 11.5 COMPRESSOR ANCHORAGE: (4) 1"0 F1554 GR 36 ANCHORS IN SIMPSON 3G EPDXY, 4" MIN. EMBEDMENT, TYP 1 ,• TYP — Elf LU 9'-0" (VERIFY) 9'-0" (VERIFY) [1 11 1 El �'] FE -1 ] �'L mi=MEMO ����■� • iii■ ii Giiiili ■a�� \ ii■ II ....SII ii■ 1111 \ J�1111 11 ��i■ uu in it3 v a NEW PROPOSED MACHINE ROOM J _lW(� 102/26/24 BY DATE CHK'D EXPIRES: 9.1%. ENGINEERS DRAWN BY DATE CHKD BY C PHAM 01/03/2024 JWC NOTES: 1. ALL STEEL DETAILING, FABRICATION, ERECTION AND IDENTIFICATION SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATIONS. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) SPECIFICATIONS D1.1. 2. STRUCTURAL STEEL PLATE AND SHAPES SHALL CONFORM TO ASTM A36 OR A992, UNLESS NOTED OTHERWISE. 3. STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPE E OR S, GRADE B. 4. HOLLOW STRUCTURAL SHAPES (HSS) SHALL CONFORM TO ASTM A500, GRADE B. 5. ALL WELDED CONNECTIONS, UNLESS NOTED OTHERWISE, SHALL BE FULLY WELDED CONNECTIONS. FILLET WELD SIZE TO BE 1/16" LESS THAN THE THINNEST MATERIAL WITH A MINIMUM OF 3/16". 6. FABRICATION WELDING INSPECTION SHALL BE IN ACCORDANCE WITH AWS D1.1. AWS CERTIFIED WELDING INSPECTORS SHALL PERFORM ALL INSPECTIONS. ALL WELDS SHALL BE VISUALLY INSPECTED (VT). COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE 100% TESTED USING EITHER RADIOGRAPHIC (RT) OR ULTRASONIC (UT). ACCEPTANCE CRITERIA FOR ALL TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH AWS. 7. WELD ELECTRODES SHALL CONFORM TO E70XX CLASSIFICATION ACCORDING TO AWS D1.1. 8. STRUCTURAL BOLTED CONNECTIONS SHALL CONFORM TO AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325—N BOLTS, UNLESS OTHERWISE NOTED. 9. STEEL PREPARATION, PRIMING AND PAINTING SHALL CONFORM TO THE STEEL STRUCTURES PAINTING COUNCIL (SSPC) SPECIFICATIONS. 10. ANCHORS SHALL BE F1554 GR 36 EPDXY ANCHORS USING SIMPSON SET -3G OR EQUIVALENT WITH ANCHOR DIAMETER 1/16" TO 1/8" SMALLER THAN DIAMETER OF MOUNTING HOLE. 3/4" MINIMUM ANCHOR DIAMETER AND 4" MINIMUM EMBEDMENT UNLESS NOTED OTHERWISE. 0.5' 1. 1.5' 2• 8625 SW Cascade Ave. Suite 600 APPLIED PROCESS COOLING CORP. Beaverton, Oregon 97008 DANONE PROJECT Phone: 503.643.8595 PIPE BRIDGE AND EQUIPMENT SUPPORTS Fax: 503.643.8610 www.smgengr.com PLAN, SECTION, & GENERAL NOTES DATE SCALE DWG. NO. REV. AS NOTED 23-323B-01 0 III Q 0 0 0 0 0 0 1- Z w CY w 0 z Q w 0 m w m Z Q 0 0 U U Z O O U 1n 1n LJ U 0 Of 0 w a_ Q w� HSS5 x 5 x 1/4, TYP - 14' x 14' x 18" CONCRETE FOOTING, 4000 PSI MIN. CONCRETE \,21 / 3/16- = 1'-0- EXISTING CONDENSER (VERIFY LOCATION) NEW PROPOSED MACHINE ROOM TYP THIS DRAWING, INCLUDING THE PRINCIPLES OF DESIGN IS THE PROPERTY OF SMG INC. THE DESIGN SHOWN IN THIS DRAWING IS SITE SPECIFIC AND SHALL BE USED ONLY FOR THE PROJECT SHOWN ON THE TITLE BLOCK. IF THIS DRAWING IS NOT STAMPED WITH AN ENGINEER'S SEAL, THE DRAWING MAY HAVE BEEN REPRODUCED FROM AN UNAUTHORIZED COPY. AUTHORIZED CONTROL DOCUMENT IS EITHER A STAMPED HARD COPY OR DIGITALLY PROTECTED ORIGINAL. THIS DRAWING SHALL NOT BE USED IN A MANNER THAT WOULD BE A DETRIMENT TO SMG. ACCEPTANCE OF THIS DRAWING IS AN AGREEMENT TO THE ABOVE. 0 ISSUED FOR PERMIT SYM. REVISIONS 00 0 TYP L3x3x 1/ JWC BY CVICTInIr (,r)mnr-mQr'Q 26/24 r-L:� DATE CHK'D B ELEVATION 02 3/16" = 1'-0° EXPIRES: %- ENGINEERS DRAWN BY DATE CHKD BY C. FHAM 01/03/2024 J WC 8625 SW Cascade Ave. Suite 600 Beaverton, Oregon 97008 Phone: 503.643.8595 Fax: 503.643.8610 www.smgengr.com DATE 0.5' 1' 1.5' 2' I 1:1 APPLIED PROCESS COOLING CORP. DANONE PROJECT PIPE BRIDGE AND EQUIPMENT SUPPORTS ELEVATION SCALE DWG. NO. REV. AS NOTED I 23-323B-02 1 0 m � n � 0 a - LO z W Z J 0 0 U 3/4"0 F1554 GR 36 HEAVY HEX CAST IN PLACE ANCHOR, EMBED 6" MIN 2" MAX. NON SHRINK GROUT GRADE (3) 13/16"0 HOLES FOR 3/4"0 A325 BOLTS, TYP 1 1 /2" TYP I �— — —� I N I � I O 1 D ETAI L 03 17-1/2* = 1'-0" HSS6 7/8" HOLES PL1 /2" x 12" 18"0 ROUND CONCRETE BASE, 6" ABOVE GRADE, 30" IN GROUND nnnr nreu n AKinrn r" ITo_n\ 11 D ETAI L 03 1-1/2" = 1'-0" 1/4 1/4 0 3 15/16" 2 11/16" I\ I I I 1 I I I I I j I I I I I I I I I I I ! (2) 13/16"0 HOLES FOR 3/4"0 A325 BOLTS, TYP PL3/8" f00 -- - ro L_ O 2 DETAIL 03 1-1/2" = 1'-0" DETAIL 03 171/2" = 1'-0" \ \ I —U II II II II III \ 3" TYP II II I II N I I I I I II I I I I I I I I I 111 ii I 1 \ 4" 2" I PL3/8" 1 1 l I _ I I 1 I I N 1 \ 1 I I (2) 13/16"0 HOLES FOR 3/4"0 A325 BOLTS, TYP 3 DETA I L 03 1-1/2" = 1'—o" (3) 13/1 FOR 3/4"0 k 2" PL3/8" 4 D ETAI L 03 1-1/2* = 1'-0" (3) 13/16"0 HOLES FOR 3/4"0 A325 BOLTS, TYP 12 D ETAI L 13 D ETAI L 03 1-1/2" = 1'-0" 03 1-1/2" = 1'-0" NOTE: FOR INFO NOT SHOWN, SEE DETAIL 9 03 THIS DRAWING, INCLUDING THE PRINCIPLES OF DESIGN IS THE PROPERTY OF SMG INC. $ DETAIL 03 171/2" = 1'-0" 1 1 /7" ND THE DESIGN SHOWN IN THIS DRAWING IS SITE SPECIFIC AND SHALL BE USED ONLY FOR THE PROJECT SHOWN ON THE TITLE BLOCK. IF THIS DRAWING IS NOT STAMPED WITH AN ENGINEER'S SEAL, THE DRAWING MAY HAVE BEEN REPRODUCED FROM AN UNAUTHORIZED COPY. AUTHORIZED CONTROL DOCUMENT IS EITHER A STAMPED HARD COPY OR DIGITALLY PROTECTED ORIGINAL. THIS DRAWING SHALL NOT BE USED IN A MANNER THAT WOULD BE A DETRIMENT TO SMG. ACCEPTANCE OF THIS DRAWING IS AN AGREEMENT TO THE ABOVE. 0 ISSUED FOR PERMIT JWC SYM. REVISIONS BY X 1'-0" /4 F PL (3) 13/16"O HOLE' FOR 3/4"0 A325 BOLT TYI 7" 5 7/16" 3 11/16'- 1 1/16"1 11/16" 1 1 rr, PI -3/8" it (2) 13/16"0 HOLES FOR 3/4"0 A325 BOLTS, TYP 5 DETAIL 03 1—i/2* = 1'-0" tl'14 DETAIL 03 1-1/2" = 1'-0" 26/24 r-r� DATE CHK'D EXPIRES: . �. K_9DETAIL 03 1-1 /2" = 1'-0" s D ETAI L 03 1-1/2* = 1'-0" PL1 /2" (2) 3/4"0 HOLES FOR 5/8"0 MIN. F1554 GR 36 ANCHORS IN SIMPSON 3G EPDXY, 4" MIN. EMBEDMENT 1/2" FOOT (BY OTHERS) 15 DETAIL 03 1-1/20 = 1'-0" still ENGINEERS DRAWN BY DATE CHKD BY C PH/W 101/03/2024 1jwC 10 DETAIL 03 1-1/20 = 1'-0" "16"0 HOLE FOR ["0 A325 BOLT PL3/4" W10 (4) 1"0 ANCHOR BOLT, F1554 GR. 36 W/9" MIN. EMBEDMENT 0.5' 1' 1.5' 2" 8625 SW Cascade Ave. Suite 600 APPLIED PROCESS COOLING CORP. Beaverton, Oregon 97008 DANONE PROJECT Phone: 503.643.8595 PIPE BRIDGE AND EQUIPMENT SUPPORTS Fax: 503.643.8610 www.smgengr.com CONNECTION DETAILS DATE SCALE DWG. NO. REV. AS NOTED 23-323B-03 0 I —U 6" 3" TYP N I I 1 PL1 /2" (2) 3/4"0 HOLES FOR 5/8"0 MIN. F1554 GR 36 ANCHORS IN SIMPSON 3G EPDXY, 4" MIN. EMBEDMENT 1/2" FOOT (BY OTHERS) 15 DETAIL 03 1-1/20 = 1'-0" still ENGINEERS DRAWN BY DATE CHKD BY C PH/W 101/03/2024 1jwC 10 DETAIL 03 1-1/20 = 1'-0" "16"0 HOLE FOR ["0 A325 BOLT PL3/4" W10 (4) 1"0 ANCHOR BOLT, F1554 GR. 36 W/9" MIN. EMBEDMENT 0.5' 1' 1.5' 2" 8625 SW Cascade Ave. Suite 600 APPLIED PROCESS COOLING CORP. Beaverton, Oregon 97008 DANONE PROJECT Phone: 503.643.8595 PIPE BRIDGE AND EQUIPMENT SUPPORTS Fax: 503.643.8610 www.smgengr.com CONNECTION DETAILS DATE SCALE DWG. NO. REV. AS NOTED 23-323B-03 0 PMENT FOUNDATION PAD mm 14'-0" PIPE BRIDGE FOUNDATION PIERS, TYP C C) 00 ' - - - - - - - - - - - - - - - - - - -�- - -- - ' - 9'-0 �I� 18'-0" 18'-0" TYP j 81'-0" '1 6'-0" a ° .. .a ... d d d d a a d d \-- #5 AT 12" O.C. EACH WAY �I0 am #4 HOOPS AT 3" O.C. (6) VERTICAL #4 BARS #4 HOOPS AT 12" O.C. B FOUNDATION SECTION c FOUNDATION SECTION 0 CONCRETE NOTES: 04 3/4" = 1'-0" 04 3/4" = 1'-0" 1. ALL CONCRETE AND REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE (ACI) 318-19. N 0 2. CONCRETE SHALL ATTAIN 4000 PSI MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. 0 3. REINFORCING STEEL TO BE ASTM GRADE 60 UNCOATED DEFORMED BAR. 0 a - D 4. MAXIMUM SLUMP SHALL BE 4 INCHES. 5. INSTALL ANCHORS PER MANUFACTURER'S SPECIFICATIONS. 6. CONCRETE COVER REINFORCING STEEL AND OTHER EMBEDDED STEEL SHALL BE AS SHOWN ON DRAWING. IF NOT SHOWN, USE COVERS AS SPECIFIED IN ACI 318, AS W NOTED BELOW: CONCRETE CAST AGAINST EARTH 3 INCHES m CONCRETE EXPOSED TO EARTH OR WEATHER: m #5 BAR AND SMALLER 1 1/2 INCHES m #6 BAR AND LARGER 2 INCHES W CONCRETE NOT EXPOSED TO EARTH OR WEATHER: V) SLABS, WALLS, JOINTS 3/4 INCHES W BEAMS, COLUMNS 3/4 INCHES z 0 z 7. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL AT LEAST 18 INCHES X BELOW ORIGINAL GROUND SURFACE OR ON 6 INCHES OF COMPACTED GRANULAR o FILL. A FOUNDATION PLAN 04 3/16" = 1'-0" E F1 F ❑ice C CLEANUP SLAB ON TOP OF EXISTING SLAB w 14 —U #5 AT 12" O.C. EACH WAY TOP AND BOTTOM 0 LENGTHS FOR UNCOATED REBAR SHALL BE AS NOTED BELOW IN INCHES: THIS DRAWING, INCLUDING THE PRINCIPLES a d a 44 . dd e' d d d d. d OF DESIGN IS THE PROPERTY OF SMG INC. ° d° .d •d °I d 'd d. °• ° ° d THE RAWING IS DESIGN SHOWN NSHALL IN HIBEDUSED 0 8. SPLICE LENGTHS SHALL BE AS NOTED ON DRAWINGS. IF NOT SHOWN, SPLICE 0 LENGTHS FOR UNCOATED REBAR SHALL BE AS NOTED BELOW IN INCHES: THIS DRAWING, INCLUDING THE PRINCIPLES In BAR CLASS A CLASS B OF DESIGN IS THE PROPERTY OF SMG INC. L�j 0 #4 22 29 THE RAWING IS DESIGN SHOWN NSHALL IN HIBEDUSED 0 SITE AND ONLY m #5 28 36 FOR THE PROJECT SHOWN ON THE TITLE Q LjjJ #6 33 43 BLOCK. IF THIS DRAWING IS NOT STAMPED WITH AN ENGINEER'S SEAL, THE DRAWING m CLASS B SPLICE SHALL BE USED IF ADJACENT BARS ARE SPLICED WITHIN 1 MAY HAVE BEEN REPRODUCED FROM AN a SPLICE LENGTH OF SPLICE. CLASS A SPLICES MAY BE USED IF ALTERNATING BARS UNAUTHORIZED COPY. AUTHORIZED N ARE SPLICED MORE THAN 1 SPLICE LENGTH APART. IN ALL CASES SPLICES MUST CONTROL DOCUMENT IS EITHER A STAMPED N CONFORM TO ACI 318. FOR FURTHER INFORMATION REFER TO ACI 318 12.15 HARD COPY OR DIGITALLY PROTECTED ORIGINAL. THIS DRAWING SHALL NOT BE N AND 12.2.4. USED IN A MANNER THAT WOULD BE A DETRIMENT TO SMG. ACCEPTANCE OF THIS 0 ISSUED FOR PERMIT o 9. ALL COLD JOINTS TO BE KEYED AND TO USE CONTINUOUS BULB TYPE WATER STOP. DRAWING IS AN AGREEMENT TO THE ABOVE. SYM. REVISIONS D FOUNDATION SECTION 04 3/4" = 1'-0" JWC 02/26/24 BY DATE CHK'D EXPIRES: . %% A.. A W2 9x2.9 WELDED WIRE MESH LV(VII IVILIVI IIIVVI M\) — TO ANCHOR INTO EXISTING SLAB E FOUNDATION SECTION 04 3/4" = 1'-0" 0.5' 1. 1.5' 2' 8625 SW Cascade Ave. - Suite 600 APPLIED PROCESS COOLING CORP. _ Beaverton, Oregon 97008 DANONE PROJECT — Phone: 503.643.8595 PIPE BRIDGE AND EQUIPMENT SUPPORTS Fax: 503.643.8610 E N G I N E E R S vwwu.smgengr.com FOUNDATION PLAN, SECTION, & NOTES DRAWN BY DATE CHKD BY DATE SCALE DWG. NO. REV. C PRAM 02/01/2024 _Iwc 02/01/2024 AS NOTED 23-323B-04 0 ---rr-----rr-----rT-- ---rr-----rr-----TT--- ------ T I I I I I I I I I I I I I I I I -------1------I-r T -----T r---------- I I I I I I I I I I I I I I I I I I ---�r-----rr- T TI II II I II II II T_ T -f --- ------�-1------r�-----,-I------�-i 1 I I I I I I I 1 1 I I I I I I 1 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I II I II �1 II II II 11 II II 1 L II II II II II L1------ �j-----1J----- L '- ----- ��-----11----- 1 Fr-----rr-----II IT-----Trt-----II II �-I------1-I-----II rr-----rt----- ��-----��-----J-I------'-------��-----LL-----�I 11-----��-----11 1 I II II II II II II I I II " II II II II II II Ir-----TT--___II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I Ir I I I I I I I I I I I I I I I I I I I I I I I '-----_II II II II II I II I II II II II II �, II L II II II II II 1 L1------ ��-----1J----- L '------ ��-----11----- 1 �r-----rr-----II IT-----Trt-----II II �-I------1-I-----II rr-----r+----- ��-----��-----J-I------'-�-----��--�--LL-----�I 11-----��-----II I ------I I I I "----- I I I I I I I I I I I r -----TT---------- � I II I I II I' II II II II II II I rr-----rr-----ii TT-----rtrt----- ------�---�-1 II II II II II I I I I I I I I I IT I I I I I I I j 1 I I I I I 1 , I I I I I I I I I I 1 I I I 1 I I 1 1 1 I I I 1 1 11 I I I HEADER PER DETAIL I II II II I I' i1----_11----_II 11 II II I III II II �, �, II 1 I I I I I I I I I I r__--_ I I I I I 1 I I I I I I -----I I I L - - - -- ' 1---------- I I I I I_I I I Lr-----rr-----II IJ -----T r--rT-----tl 11 7� 7 LL-----� --- II 1 I I I p T-I-� -----I L-----rr-----I 1 -TT I I I I I I I I I I 1 1 1 1 11 I I I I I I I I, I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I O I ' 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 11 I I I I I I I I I I I I I I I I , I I I I I I I I � � � I I I S I I I I Lt----LL-----Ll----11-----11----r1 L_rL1-----11----�11___--11--__�J 1�-------LL-----LL--- a a) NEW INTERIO )5 J 1/2" = V -o" THIS DRAWING, INCLUDING THE PRINCIPLES OF DESIGN IS THE PROPERTY OF SMG INC. THE DESIGN SHOWN IN THIS DRAWING IS SITE SPECIFIC AND SHALL BE USED ONLY FOR THE PROJECT SHOWN ON THE TITLE BLOCK. IF THIS DRAWING IS NOT STAMPED WITH AN ENGINEER'S SEAL, THE DRAWING MAY HAVE BEEN REPRODUCED FROM AN UNAUTHORIZED COPY. AUTHORIZED CONTROL DOCUMENT IS EITHER A STAMPED HARD COPY OR DIGITALLY PROTECTED ORIGINAL. THIS DRAWING SHALL NOT BE USED IN A MANNER THAT WOULD BE A DETRIMENT TO SMG. ACCEPTANCE OF THIS DRAWING IS AN AGREEMENT TO THE ABOVE. TOP TRACK 10x10 OVERHEAD ROLL UP DOOR PROVIDE 6" x 16 GAUGE COLD FORMED STEEL CHANNELS WITH MIN 2 1/2" FLANGE, SPACE AT 16" O.C. SHEATH WITH 5/8" PLYWOOD PROVIDE BLOCKING AT 6' O.C. MAX SPACING SILL TRACK AT BOTTOM ANCHOR TO EXISTING FLOOR WITH 1/2"0 WEDGE ANCHOR, EMBED 4", SPACING AS SHOWN ANCHOR INTO CONCRETE PER SECTION CTI I M D DETAIL AT BASE 05 ►ns PROVIDE DOUBLE STUD FOR A " CUT FLANGE AND BEND OVERLAP, SCREW TOGETHER WITH #10 SCREW #8 SCI D DETAIL AT HEADER 05 ►ns BOTTOM SILL TRACK 4T EACH ;E #10 SCREWS AT 16" O.C, TYP. DEADER BOX BEAM WITH (2) 8" 16 GAUGE CHANNELS EXISTING ROOF JOISTS 6" COLD FORM CHANNEL SPACER TOP TRACK STUD PER ELEVATION D DETAIL AT TOP TRACK 05 ►ns 0.5' 1' 1.5' 2' 1:1 Zero Degree Room Room Lab Storage Freezer 36" DOOR EVAPORATOR MODEL 120LSHTST Balance Tank Infeed Height 17'-6" Discharge Height 36" RMF Spiral Freezer Enclosure Height 20'-6" Smoking Area Gas 2-lbH2O 1 12BF S-7741-HES-7725-HES-7725-HEDN250PS 40148B053 4G20Mn5 QT0045DANFOSSCHARGE N O . DUnderground powerUnderground powerUnderground powerUnderground power MF800 MF800 N2 Contro l Above Ground Drain Above Ground Drain Above Ground Drain120/208 Xformer Air Dryer BoilerSwitch GearTo City SewerClean Out Clean Out Clean Out Drain Grease Trap SDDF DanoneWave 1100 Shelly Street Springfield, OR 97477 Scale in Feet 0' 5' 10'A/C EquipmentXformer CIP Equipment SD SD SD Mix Room Area Nitrogen Storage NitrogenTunnel CV601 Pusher PH601ProductPlatformFlavor Tanks MF600 MF600 MF600 Hot Room Cartoner CN501 Main Processing Room Area Production Rm 6217ftsq Mix Rm 1340ftsq Polypack Area 760ftsq Property Line ? ? PT #3 2500 Gal. PT #2 2500 Gal. PT #1 2500 Gal. Stairs Shrink Bundler MD601 FLOW Discharge 41" H Cartoner CN602 ISHIDA Panel WH V2 V1 Pump Lids HWSink Doboy HP Bars (LINE 3) LINE 1 SticksX ISHIDA Panel IJ601 IJ501 wheeledcaged dolly 634"x438"634"x438" 7x678"TP60x3M case TaperCart TP60x 3M case TaperCartwheeledcaged dolly123Homog Flow P a n e l Flow Panel DrumPump PT FP PT #4 PT #5 PT #6 5000 Gal. 3500 Gal. 3500 Gal. Recirc FP Air Comp. AC802 AIRTANK AIRTANK Switch GearAir Comp.AC801 Fan ACVFD pipepipe Brine CA Exhaust Controls Steamcondreturn Containment berm, no drain El 45" Load lidshere Access platform LIDSTUBS 29.35" S.O.----TRAVEL---->----TRAVEL---->Sandwich WrapperWR601BACK FLOWPRODUCT WEIGHTREJECTS BACK FLOW PROD UC T WEIGH T REJEC TS COP Tank -20 Degree Shop Maintenance Room Engine Lunch Room Ladie's Locker Room Men's Locker Room LINE 2 Warehouse War Room 480/277 CONTROLPANELCONTROLPANEL CONTRO LPANEL ABBR. DESCRIPTION EQUIPMENT ABBREVIATIONS ABBR. DESCRIPTIONABBR. PIPING ABBREVIATIONS ABBR. ABBREVIATIONS REFRIGERATION DESCRIPTION DRAWING INDEX SHEET GENERAL NOTES MEDIUM TEMPERATURE- R-5077A (OMSC CLASS: A1) REFRIGERANT: LOW SIDE TEST PRESSURE: HIGH SIDE TEST PRESSURE: OPERATING PRESSURES: REFRIGERANT CHARGE: REFRIGERATION SYSTEM REFRIGERANT CLASSIFICATION:HIGH PROBABILITY LOW TEMPERATURE - EXISTING HORSEPOWERHP (E) B.O.P.BOTTOM OF PIPE TOP OF RACK TR N.O. N.C. T.O.R. W.P. NORMALLY OPEN NORMALLY CLOSED TONS OF REFRIGERATION WATER PRESSURE LBS POUNDS MISC. ABBREVIATIONS BLEED BY-PASS BOOSTER DISCHARGE BP BD B AIR HANDLERAH BC BOOSTER COMPRESSOR AMMONIA PUMPAP AMMONIA DIFFUSION TANKADT CP CHILLED WATER PUMP EC EVAPORATIVE CONDENSER EV EVAPORATOR/FAN COIL/AIR HANDLER GC GLYCOL CHILLER GP GLYCOL PUMP HC HIGH STAGE COMPRESSOR HPR HIGH PRESSURE RECEIVER HX HEAT EXCHANGER IB ICE BUILDER IC INTERCOOLER IM ICE MAKER LLA LOW LEVEL ALARM LLS LOW LEVEL SHUTDOWN LPC LOW PRESSURE CUTOUT LT LIQUID TRANSFER OP OIL POT OS OIL SEPERATOR PR PILOT RECEIVER RC REFRIGERATION COMPRESSOR RP RECIRCULATOR PACKAGE SA SUCTION ACCUMULATOR SC SWING COMPRESSOR SD SURGE DRUM TV THERMOSIPHON VESSEL WC WATER CHILLER CONDENSER DRAINCD CHILLED WATER SUPPLYCWS DEFROST CONDENSATEDC EQUALIZINGEQL ECONOMIZER SUCTIONES FIRE DIFFUSIONFD HOT GAS DEFROSTHGD HIGH PRESSURE LIQUIDHPL HIGH STAGE DISCHARGEHSD HIGH STAGE SUCTIONHSS HIGH TEMPERATURE RECIRCULATED LIQUIDHTRL HIGH TEMPERATURE RECIRCULATED SUCTIONHTRS HIGH TEMPERATURE SUCTIONHTS CONTROL PRESSURE LIQUIDCPL CHILLED WATER RETURNCWR FOUL GASFG GLYCOL RETURNGR GLYCOL SUPPLYGS LIQUID INJECTION COOLINGLIC LOW TEMPERATURE RECIRCULATED LIQUIDLTRL LOW TEMPERATURE RECIRCULATED SUCTIONLTRS LOW TEMPERATURE SUCTIONLTS MEDIUM TEMPERATURE RECIRCULATED LIQUIDMTRL MEDIUM TEMPERATURE RECIRCULATED SUCTIONMTRS MEDIUM TEMPERATURE SUCTIONMTS OIL DRAINOD OIL RETURNOR OIL SUPPLYOS PUMP-OUTPO RETURNRTN RELIEF VENTRV SUB-COOLED LIQUIDSCL SUPPLYSUP THERMOSIPHON RETURNTSR THERMOSIPHON SUPPLYTSS THERMOSIPHON VENTTSV WATER JACKET RETURNWJR WATER JACKET SUPPLYWJS WATER RETURNWR TRANSFERXFR CROSS-OVERXOVR VFD VARIABLE FREQUENCY DRIVE PNL PANEL CPR CONTROL PRESSURE RECEIVER EP EVAPORATOR - PRECOOLER ES EVAPORATOR - STORAGE WP WATER PUMP ET EXPANSION TANK ST STORAGE TANK/SILO EF EXHAUST FAN DEFROST RELIEFDR LOW STAGE SUCTIONLSS LOW TEMPERATURE LIQUIDLTL LIQUID LINELIQ PUMPED LIQUID SUPPLYPLS PUMPED LIQUID RETURNPLR SUCTION LINESUC VENT LINEVENT WATER SUPPLYWS WATERWTR BR BRINE CHILLER CT COOLING TOWER IF ICE CREAM FREEZER AUTO-PURGERAU RS REMOTE SUMP SF SPIRAL FREEZER INSTRUMENTATION ABBREVIATIONS AS AMMONIA SENSOR DPS DIFFERENTIAL PRESSURE SWITCH HLA HIGH LEVEL ALARM HLS HIGH LEVEL SHUTDOWN HPC HIGH PRESSURE CUTOUT OL OPERATING LEVEL SS SOLID STATE STARTER ACL ACROSS THE LINE STARTER VFD VARIABLE FREQUENCY DRIVE YD WYE DELTA STARTER 330 PSIG 330 PSIG 11.26 PSIG (-30°F) 1.25 PSIG (-50°F) TBD Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD, ORNEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLY STREETPDP KT 2370078 - COVER SHEET - R0.0 01100 SHELLY STREET SPRINGFIELD, OR. 97477 SCOPE OF WORK R0.0 TITLE SHEET R1.0 EQUIPMENT SCHEDULE R2.0 SITE PLAN R2.1 MACHINE ROOM EQUIPMENT PLAN R2.2 MACHINE ROOM PIPING PLAN R2.3 VESSELS EQUIPMENT PLAN R2.4 VESSELS PIPING PLAN R2.5 FOUNDATION PLAN R3.0 SECTIONS AND ELEVATIONS R5.0 STANDARD DETAILS R5.1 STANDARD DETAILS R5.2 STANDARD DETAILS SITE PLAN INSTALL NEW REFRIGERATION MACHINE ROOM, PIPE BRIDGE TO VESSEL AREA. NEW CONDENSER AND HIGH PRESSURE RECEIVER. NEW LIQUID RECIRCULATOR FOR EXISTING FREEZE TUNNEL. NEW ECONOMIZER, AND HEAT EXCHANGER RELOCATE EXISTING SUCTION ACCUMULATOR AND CONNECT TO ALL EXISTING SYSTEMS IN PLANT. AREA OF WORK PERMIT SET HIGH TEMPERATURE - 58.11 PSIG (+20°F) CONDENSING - 192.6 PSIG (+85°F) Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLEY STREETPDP KT PROPOSAL EQUIPMENT SCHEDULE - - R1.0 GLYCOL CHILLER SCHEDULE 25% PROPELYNE GLYCOL ITEM MAKE/ MODEL NO. REFR. TEMP (°F) REFRIG. FEED ENTER TEMP. (°F) LEAVE TEMP (°F) WATER FLOW (#/HR) CAPACITY (MBH) PLATE PAIRS CHANGE (LBS) RECIP. RATE REFRIG. FLOW (#/HR) SHIPPING WEIGHT OPER. WEIGHT AUTOMATIC PURGER SCHEDULE ITEM MAKE/ MODEL NO.CONTL POINTS CONTL PANLL SYSTEM (L/H)VOLTS CAPACITY (TONS) WTR CON WTR DRAIN OPER. CHARGE (LBS) SHIPPING WEIGHT OPER. WEIGHT GLYCOL PUMP SCHEDULE ITEM MAKE/ MODEL NO. WTR TEMP (°F) SUCT (IN) DISCH (IN) FLOW (GPM) HEAD (FT) IMPEL (IN)RPM MOTOR (HP) MOTOR VOLTS STARTER TYPE STARTER SUPPLIED SHIPPING WEIGHT OPER. WEIGHT EXHAUST FAN SCHEDULE ITEM MAKE/ MODEL NO.MOUNTING METHOD AIR FLOW (CFM) ESP (IN.WG)RPM MOTOR (HP) MOTOR TYPE MOTOR VOLTS STARTER TYPE STARTER SUPPLIED SHIPPING WEIGHT OPER. WEIGHT R507 RECIRCULATOR SCHEDULE ITEM MAKE/ MODEL NO.VESSEL DIRECTION DWP (PSIG) OPER. TEMP. (°F) DIA. (IN) OVERALL LENGTH (FT) CAPACITY (TONS) REL CAP (#/AIR/MIN) LEVEL OPT (IN) SURGE VOLUME (FT3) OPER. CHARGE (LBS) R507 PUMP HP MOTOR VOLTS STARTER TYPE STARTER SUPPLIED PUMP (GPM) PUMP (PSID) SHIPPING WEIGHT OPER. WEIGHT VESSEL SCHEDULE ITEM MAKE/ MODEL NO.VESSEL DIRECTION DWP (PSIG) OPER TEMP (°F) DIA. (IN.) OVERALL LENGTH (FT) CAPACITY (TONS) REL CAP (#/AIR/MIN) LEVEL OPT (IN) INTERNAL VOLUME (FT3) OPER. CHARGE (LBS) PUMP OUT (LBS) SHIPPING WEIGHT OPER. WEIGHT EVAPORATIVE CONDENSER SCHEDULE CONDITIONS TO BE 85°F CONDENSING AND +69°F WET BULB ITEM MAKE/ MODEL NO.RATE (MBH) CORR. FACTOR CORR. (MBH) FAN MOTOR HP WTR PUMP HP MOTOR VOLTS FAN STARTER TYPE PUMP STARTER TYPE FAN STARTER SUPPLIED PUMP STARTER SUPPLIED R507 CHARGE (LBS) WATER MAKE-UP (GPM) HEAVIEST SECTION SHIPPING WEIGHT OPER. WEIGHT SCREW COMPRESSOR SCHEDULE BASED ON -50°F SST/+85°F SDT. 0.5 PSI SUCTION, 2.0 PSI DISCHARGE LINE LOSSES. +10°F SUPERHEAT & +15°F LIQUID ITEM MAKE/ MODEL NO. SWEPT VOLUME (CFM) OIL COOLING TONNAGE @ RATED CONDITIONS BHP @ RATED CONDITIONS MOTOR HP MOTOR VOLTS STARTER TYPE STARTER SUPPLIED OIL PUMP HP OC CHRG (LBS) OCHR (MBH) HOR (MBH) SHIPPING WEIGHT OPER. WEIGHT PERMIT SET POLYISOCYANURATE INSULATION THICKNESS [IN] NOTES: INSULATION SCHEDULE INTAKE LOUVER ITEM MAKE/ MODEL NO.MOUNTING METHOD AIR FLOW (CFM) ESP (IN.WG)WIDTH HEIGHT ACTUATOR VOLTS SHIPPING WEIGHT OPER. WEIGHT Zero Degree Room Room Lab Storage Freezer 36" DOOR EVAPORATOR MODEL 120LSHTST Balance Tank Infeed Height 17'-6" Discharge Height 36" RMF Spiral Freezer Enclosure Height 20'-6" Smoking Area Gas 2-lb H2O 1 1 2BF S-7741-HES-7725-HES-7725-HEDN250PS 40148B0534G20M n 5 Q T 0045 DANFOSSCHA R G E N O .DUnderground powerUnderground powerUnderground powerUnderground powerMF800 MF800 N2 ControlAbove Ground Drain Above Ground Drain Above Ground Drain120/208 Xformer Air Dryer BoilerSwitch GearTo City SewerClean Out Clean Out Clean Out Drain Grease Trap SDDF DanoneWave 1100 Shelly Street Springfield, OR 97477 Scale in Feet 0' 5' 10'A/C EquipmentXformer CIP Equipment SD SD SD Mix Room Area Nitrogen Storage Nitrogen Tunnel CV601 Pusher PH601 ProductPlatformFlavor TanksMF600 MF600 MF600 Hot Room Cartoner CN501 Main Processing Room Area Production Rm 6217ftsq Mix Rm 1340ftsq Polypack Area 760ftsq Property Line ? ? PT #3 2500 Gal. PT #2 2500 Gal. PT #1 2500 Gal. Stairs Shrink Bundler MD601 FLOW Discharge 41" H Cartoner CN602 ISHIDA Panel WH V2 V1 Pump LidsHW Sink Doboy HP Bars (LINE 3) LINE 1 Sticks X ISHIDA Panel IJ601 IJ501 wheeled caged dolly 634"x438" 634"x438" 7x 678"TP60x3M case TaperCart TP60x3M case TaperCartwheeled caged dolly123Homog Fl o w P a n e l Flow Panel Drum Pump PT FP PT #4 PT #5 PT #6 5000 Gal. 3500 Gal. 3500 Gal. Recirc FP Air Comp. AC802 AIR TANK AIR TANK Switch GearAir Comp. AC801 Fan AC VFD pipepipe Brine CA Exhaust Controls Steam cond return Containment berm, no drain El 45" Load lids here Access platform LIDSTUBS 29.35" S.O.----TRAVEL---->----TRAVEL---->Sandwich WrapperWR601BACK FLOWPRODUCT WEIGHTREJECTS BACKFLOWPRODUCTWEIGHTREJECTS COP Tank -20 Degree Shop Maintenance Room Engine Lunch Room Ladie's Locker Room Men's Locker Room LINE 2 Warehouse War Room 480/277 CONTROLPANELCONTROLPANELCONTROLPANELProject No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLEY STREETPDP KT 2370078 SHOWN SITE PLAN . - - R2.0PERMIT SETOVERALL SITE PLAN1 R2.0 C R3.0 B R3.0 A R3.0 CONTROLPANELCONTROLPANELCONTROLPANELProject No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIONSYSTEM UPGRADESDANONE1100 SHELLEY STREET.PDP KT 2370078 SHOWN MACHINE ROOM EQUIPMENT PLAN - R2.1PERMIT SETMACHINE ROOM EQUIPMENT PLAN1 R2.0 PIPE BRIDGE ELECTRICAL HPR 42"Ø X 219 OAL BELOW CONDENDSER EC01 SPX DTC1212TKJ1 RC01 MYCOM F220JL 450 HP 103.4TR -50 RC04 RELOCATED MYCOM F220JM WITH MOTOR UPGRADE 350 HP TR SWING RC02 MYCOM F220JS 300 HP 126.3TR -30 RC03 MYCOM F170JL 200 HP 98.3 TR +20 PR-1 PILOT RECEIVER 16" Ø 10'-0" PU01 AUTO PURGER EF-01 MACHINE ROOM VENTILATION FAN (ROOF MTD) IL01 MACHINE ROOM AIR INTAKE LOUVER OR-1 OIL RECTIFIER 6" Ø 3'-0" BELOW ABB SWITCH GEAR RC01 STARTER RC04 STARTER RC02 STARTER RC03 STARTER MISC PANEL EF-02 MACHINE ROOM VENTILATION FAN (ROOF MTD)LOGIXPANEL CONTROLPANELCONTROLPANELCONTROLPANELProject No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS.1100 SHELLEY STREETPDP KT PROPOSAL SHOWN MACHINE ROOM PIPING PLAN - R2.2PERMIT SETMACHINE ROOM PIPING PLAN1 R2.0 MACHINE ROOM PIPE BRIDGE ELECTRICAL EC01 FRICK IDSC2 1218-12-40-7.5 EC HPR 42"Ø X 192 OAL BELOW CONDENDSER RC01 MYCOM F220JL 450 HP 103.4TR -50 RC04 RELOCATED MYCOM F220JM WITH MOTOR UPGRADE 350 HP TR SWING RC02 MYCOM F220JS 300 HP 126.3TR -30 RC03 MYCOM F170JL 200 HP 98.3 TR +20 ABB SWITCH GEAR RC01 STARTER RC04 STARTER RC02 STARTER RC03 STARTER MISC PANEL PR-1 PILOT RECEIVER 16" Ø 10'-0" OR-1 OIL RECTIFIER 6" Ø 3'-0" BELOW FILTER DRIERS BELOW PU01 AUTO PURGER 12 R5.1 S-7741-HES-7725-HES-7725-HEDN250PS 40148B0534G20Mn5 QT0045DANFOSSCHARGE NO.DShop Maintenance Room Engine Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIOSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLEY STREETPDP KY PROPOSAL SHOWN VESSEL EQUIPMENT PLAN - R2.3PERMIT SETVESSEL EQUIPMENT PLAN1 R2.0 PIPE BRIDGE HX01 FRICK PLW-68D-24 100 TR RP01 -50 42"Ø X 120 OAL 94 TR ECONOMIZER 42"Ø X 119 OAL RELOCATED SA01 42"Ø X 119 OAL GLYCOL TANK S-7741-HES-7725-HES-7725-HEDN250PS 40148B0534G20Mn5 QT0045DANFOSSCHARGE NO.DShop Maintenance Room Engine Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLY STREETPDP KT PROPOSAL SHOWN VESSEL PIPING PLAN - R2.4PERMIT SETVESSEL EQUIPMENT PLAN1 R2.0 PIPE BRIDGE RP01 -50 42"Ø X 120 OAL 94 TR ECONOMIZER 42"Ø X 119 OAL RELOCATED SA01 42"Ø X 119 OAL HX01 FRICK PLW-68D-24 100 TR GLYCOL TANK INDICATES POINT OF TIE-IN. Zero Degree Room Storage Freezer 36" DOOR EVAPORATOR MODEL 120LSBalance Tank Infeed Height 17'-6" Discharge Height 36" RMF Spiral Freezer Enclosure Height 20'-6"S-7741-HES-7725-HES-7725-HEDN250PS 40148B0534G20Mn5 QT0045DANFOSSCHARGE NO.DAbove Ground Drain Mix Room Area Cartoner CN501 Stairs Shrink Bundler ISHIDA Panel HW Sink ISHIDA Panel IJ501 wheeled caged dolly 634" x 438" 634" x 438" 7 x 678"TP60x3M case TaperTP60x3M case TaperCartwheeled caged dolly12COP Tank -20 Degree Shop Maintenance Room Engine Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD, OR.NEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS1130 SHELLEY STREETPDP KT 2370078 SHOWN DEMO PLAN - - R2.5PERMIT SETOVERALL SITE PLAN1 R2.0 DEMO LINES & EQUIPMENT EVAPORATOR MODEL 120LSRMF Spiral Freezer Enclosure Height S-7741-HES-7725-HES-7725-HEDN250PS 40148B0534G20Mn5 QT0045DANFOSSCHARGE NO.DRoom Engine Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLEY STREETPDP KT 2370078 SHOWN FOUNDATION PLAN - - R2.6PERMIT SETFOUNDATION PLAN1 R2.6 HX01 RP01 EC01 SA01 HPR EC01 RC01 RC04RC02RC03 IVECOIVECO Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLEY STREETPDP KT 2370078 SHOWN SECTION ELEVATION VIEWS - R3.0PERMIT SET VESSEL ELEVATION SECTIONC R2.0 RP01 -50ECONOMIZERRELOCATED SA01 HX01 BRIDGE ELEVATION SECTIONA R2.0 CONDENSER ELEVATION SECTIONB R2.0 EC01 HPR PR-1 PU01 RELOCATED SA01 EC01 HPR RC01 RC04 RELOCATED RC02 RC03 INDICATES POINT OF TIE-IN. MACHINE ROOM VESSEL AREA VESSEL AREA EXISTING SPIRAL FREEZER GLYCOL TANK EF-01 MACHINE ROOM VENTILATION FAN R5.1 12 01 SIGN COMPLIANCE INSTALLED & SERVICED BY: REFRIGERANT TYPE: R-507 REFRIGERANT CHARGE: 00,000 LBS TEST PRESSURE HIGH: 330 PSIG TEST PRESSURE LOW: 330 PSIG LOCATIONS TO SERVE - (WWW.APCCO.NET): MODESTO CA. (209) 578-1000, SANGER CA. (559) 875-7720 FRESNO CA. (559) 875-7720. & SALEM OR. (503) 689-1200 TYPICAL SOCKET WELD CONNECTIONSALIGNMENT DETAIL TYPICAL WELDED CONNECTIONS05 · · · · REFRIGERANT SUCTION VISIBILITY: · 04 PIPE LABELING BRANCH 16 14 12 10 8 6 5 4 3 2-1/2 2 1-1/2 1-1/4 1 3/4 1/2 1/4 03 GAUGE PANEL DETAIL CA LIC.#419612 - OR LIC.#204317 REFRIGERANT SUCTION REFRIGERANT SUCTION REFRIGERANT SUCTIONINSTALLED & SERVICED BY: REFRIGERANT TYPE: R-717 REFRIGERANT CHARGE: 7,500LBS TEST PRESSURE HIGH: 275 PSIG TEST PRESSURE LOW: 275 PSIG MED. TEMPERATURE SUCTION (MTS) (-30F) ( 11.26 PSIG) LOCATIONS TO SERVE - (WWW.APCCO.NET): MODESTO CA. (209) 578-1000, SANGER CA. (559) 875-7720 FRESNO CA. (559) 875-7720 & SALEM OR. (503) 689-1200 HIGH STAGE DISCHARGE (HSD) (+85F) (192.6 PSIG) ECONOMISER SUCTION (ES) (+18F) ( 58 PSIG) LOW TEMPERATURE SUCTION (LTS) (-50F) ( 1.25 PSIG) CA LIC.#419612 - OR LIC.#204317 02 H RELIEF PIPING DETAIL Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERTAIONSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLEY STREETPDP KT 2370078 STANDARD DETAILS - - R5.0 TYPICAL WALL MTD SUPPORT 12 07 WALL PENETRATION INSULATED 09 ROOF PENETRATION W/ INSULATION 08 WALL PENETRATION06PIPE SUPPORTS 16 TYPICAL PIPE BRIDGE PIPE SUPPORT15TYPICAL U-BOLT DETAIL 10 ROOF PENETRATION 14 11 TYPICAL BEAM SUPPORT 13 MAXIMUM ALLOWABLE HANGER ROD LOADING ROD DIAMETER (IN) MAXIMUM LOAD (LBS) SUPPORT SCHEDULE NO.2 PIPE SIZE SHIELD GAURD SHIELD LENGTH MAXIMUM HANGER SPACING PIPING, HANGERS & SUPPORT SCHEDULE NORMAL PIPE SIZE SCHEDULE EMPTY Wt. (lb/ft)FILLED Wt. (lb/ft) *MAXIMUM SPAN (FT) MINIMUM ROD DIAMETER (IN) RELIEF WEATHER CAP DETAIL PIPING MAINS 2 1/2" AND LARGER · · Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLEY STREETPDP KT 2370078 STANDARD DETAILS - - R5.1 27 19 21 26 2017COMPRESSOR ANCHOR DETAIL 18 22 2423 25 27 VESSEL ANCHOR DETAIL Project No: Stamp: Sheet No: Sheet Title: Designed By: Checked By: Drawing Scale: ALL DRAWINGS PRODUCED BY APCCO SHALL REMAIN PROPERTY OF APCCO AND MAY NOT BE USED BY CLIENT FOR ANY OTHER ENDEAVOR WITHOUT THE WRITTEN CONSENT OF APCCO. REVISIONNO.DATE BY 1 ISSUE FOR PERMIT 2-9-24 PDP -- -- -- ---- -- ---- -- ---- -- Rev.SPRINGFIELD OREGONNEW REFRIGERATIONSYSTEM UPGRADESDANONESO DELICIOUS1100 SHELLY STREETPDP KT 2370078 STANDARD DETAILS - - R5.2