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HomeMy WebLinkAboutCONSTRUCTION PLANr---Ql (o TON IT I LCO2 STORAG TANK ---11003 TOMCO PART NO, 6('--/ DRAWtrgG INDE-,. DWG. TITLE DWG. NO. REV, SHEETS COMMENTS DRAWING M'. 3. SAFETY RELIEF VAIXE ASSEMBLY 4. PIPING SCHEMATIC REFRIGERATION5. SCHEMATIC CONTROL6. REFRIGERATION CONTROL PANEL LAYOUT 7. REFRIGERATION - ITEM REFERENCE DOCUMENTS TITLE ITEM NO REV REV REV 0 (2 SHEETS) REV 0 REV 3CJAL-0100-TAD-1130 REV REV 1 2--,(0 �-� 91 I A if b d I I I a1 a IW a2a wl- EXT. •'1 ] PRDJ. 0. EXT. PROJ. + W. PROL : � •11; 2 •4 PVF 32 2 1/2 2 1/2 k4 i 1 1/8 W WES, 8 i i THROUGH r` I T.F. i i 1 1 8 DIA HOIES, 8 KM -/","T �THROUGH TOP RANGE ONLY Tj 85 1/4 192 .•�. S K D LAYOUT i .»i 1 iLIQUID/VAPOR LP INSTRUMENT REFRIGERATION UQUID PROCESS r1oil I ■ i... PROCESS F NOZZLES =Eli •••#.' i. .l�1 1�1 ? rLei Z . REVISIONS KE i 11F 32 - 1 I Ll 1. NOEW RT®2 2. PWHT: NONE I NE 4® G 5. HYDRAUUC HEAD: 2 PSI DESIGN NOTES .K. DESIGN PRESSURE: .1 S.... PSIG :. 1 1, 1 • S; 9. HYDRO TESTPRESSURE- SEISMIC DESIGN INFO:SOURCE, ©- F-261 x } • ,�1 1 • 1 � �« ;.1 �� r palAXW- -mw t M • y � r• �� ` / 1 . ♦,, 1 1 � . 1 TO N ' HORIZONTAL STORAGE VESSEL oe SEISMIC Z+M H60-6C-33 it ON MR-YAK012NIIN 0 knIM10, 1• 111, 11 #' I I ". R. I A i J,A kW1k 01,11,11 MITI. A i4, "I III '105maliaLf. SECTION A SCALE- NONE WIRE f1G4 700 PSIG D14L CORM GAUGE DIFFERENTIAL PRESSU CALIBRATED IN LBS. 6' DIOL I NEI 'J3;'kj /2" INSTRUMENT ISOLATION VALW IIGH PRESSUK DUAL. SAFETY RELIEF VALVE DISCHARGED PIPED TO WEA1'HER PROTECTED TEE ,tee P% 4 F SET PRESSURE = PSI 1% G L1FnNG LUG YM 20 DIA. HOL.E 2 PLCS (SEE NOTE 8) 11112MOV10 � 144alffre-DW, I - --DIMENSION B F ►T I I Z61101M M-11MR, III Vol I Z[1111:911W i II3.. LOMP W11"A DETAIL LIFTING CHOKERS ng Q 61-2# [1880mm] OAW CENFRAL NOTES- . NOMINAL WEIGHT CONTENTS (FULL): =1#11 I 111 I Fgp k I ill 'i Ti I I PNWA�MWARK[NrA SECTION A ( SCALE: NONE T 1 S H jT " SYSTEMS-,- GENERAI OUTLINE MODEL 675CA LIOUID �CARBON DIOXIDE STORAGE TANK TOP VEIA/ F R 0!" V�l lffimmm�il FLAT SIDE TOWARDS HANDLE 1. ALL MAINTENANCE ON SAFETY RELIEF VALVE SYSTEM SHOULD BE PERFORMED BY QUALIFIED PERSONNEL. 2. BOTH ASSEMBLIES SAMI UNLESS OTHERWISE SHOWN. 3. CONSULT SHOWN, NOT SECTON- A-,,- REDUCING BUSTING ORIENTATION W ADDED SECTION A --A EUPDATED DRAIN VALVE IMAG"ll TANK NOZZ • TYPE 2 3 4 5 6 7 8 9 10 m m 2 2 2 2 2 z 2 2 2 2" OUTLET W/DUAL SRV (ANDERSON, GREENWOOD SPRING) _ DESCRIPTION Mm ,r m TOMCO PART 8010--32 8020-32X11 8660-18X1rMr 8525--18 8500--18 �� 11 0370--6 0 60 -3 2 A 8010-8X321 H2-8,5,---) -2WORC-DV-CPI--CS 111111110 A/C 83S1 M68-8-8 2" WORCESTER 2" ou-rLET DUAL SERVICE iTANDARID MODEL C & E (SPRING, WIT[I 1/2" DRAIN.., HM E DRAMNG NO. NONE i rR PRIMARY VOLTAGE TO BE SUPPLIED BY CUSTOMER 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 if;] VALVE NO. I SERVICE ITEM NO. DESCRIPTION PENETRATION NOMINAL SIZE V-1 1 " UQUID PROCESS V-2 1 1 /2" LIQUID FILL V-3 1" VAPOR BALANCE V-4 1" VAPOR PROCESS V-5 3/8" PRESSURE BLEED OFF 330 PSIG SET PRESSURE V-6 NOT USED V-7 1 /2" BLEEDER ISOLATION V-8 1 /2" SRV DRAIN VALVES V-9 1" OR 1 1 /2" VAPORIZER ISOLATION (CAPPED WHEN VAPOPRIZER NOT ORDERED) V-10 1" VAPORIZER BLOW —DOWN V-11 1 /2" VAPORIZER PRESSURE RELIEF V-12 1 1/2" AUXILIARY LIQUID V-13 1 /4" INSTRUMENTATION BLOW DOWN V-14 1 /2" INSTRUMENTATION ISOLATION HIGH PRESSURE V-15 1 /4" INSTRUMENTATION EQUILIZATION V-16 1 /2" INSTRUMENTATION ISOLATION LOW PRESSURE V-17 2" VAPORIZER ISOLATION (CAPPED WHEN VAPORIZER NOT ORDERED) V-18 REFRIGERATION SOLENOID V-19 REFRIGERATION EXPANSION V-20 1 1 /2" AUXILIARY VAPOR V-21 2" SWITCHING VALVE 3/4" x 1 " VESSEL SAFETY RELIEF VESSEL SAFElY RELIEF VALVE (ASME APPROVED) TO WEATHER PROTECTED TEE ARRANGEMENT BLEEDER VALVE — 330 PSIG SET PRESSURE NOT USED MANUAL BALL VALVE — DESIGNED FOR SERVICE•r •ir PIPE CAP, ANSI err. COPPER REFRIGERATION COIL. TYPE L (ACR) REFRIGERATION MANIFOLD REFRIGERATION COIL DISTRIBUTOR EXPANSION SOLENOID VALVE CONDENSINGSIGHT GLASS FILTER DRIER DIAPHRAGM VIBRATIONi . NOT USED PRESSURE rr BUILD VAPORIZER (OPTIONAL) (OUTLETS ARE CAPPED AT TANK IF VAPORIZER .Oa■r- IS is REQUIRED) CONTENTS GAUGE (DIFFERENTIAL PRESS. TYPE) DIAL,60 :• r IN LBS. rr DIAL,ESSURE GAUGE r ,r FIXEDPRESSURE SWITCH END CGi gill c GENERAL NOTES: A 1/2" B 1" C 1 1 /4" D 1 1/2" E 2" F 12" X 16" ELLIPTICAL MANWAY 1. ALL PIPING SHALL BE SEAMLESS SCHEDULE 80 PIPE. 2. ALL FORGED STEEL FITTINGS SHALL BE 2000# RATING OR HIGHER. COPELAN iSEMI-HERMETIC OPTION 'CAP. ! HERTZ/ PHASE ! - r - CONDENSING UNIT OPTION - SIZE ... -TANK • r �I _(Tows�lll •f r .t fr i i 5,288 i !i .• •' • .i 1 .r. CJAL—i fi r .! _ i i i ii 1 _ •r .i G i ri i r • 00 Z CFDP-0300—TFC-001t WMTOVI�WAI tPAM CFDP-0400—Fi1 30.608 ... .w CAP. HERTZ/ 1,;CONDENSING UNIT OPTION SIZE ML IMSORY & • ;�STYLE NUMBER --IN. • � � IMF « r . r r i r, i « r .r i i i i # i - • - r .r r r . r. •r 1 .! i •i i i .r i r • NOTE: 1 CIRCUIT = TUBING FROM DISTRIBUTOR TO MANIFOLD NUMBER RUNS = TIMES TUBING HAS TO RUN DOWN AND BACK EQUAL TO DIM. V TO COMPLETE A CIRCUIT. * OPTION OF 1 H.P. - 30 CONDENSING UNIT WITH APPURTENANT COMPONENTS IS AVAILABLE IN PLACE OF 1 H.P. - 10 UNI i i 191910, 3 CIRCUITS 4 CIRCUITS 5 CIRCUITS iN WIN 1a1 r 001:41JIN r71~y•�1� i1 w 1 EMERSON EK-083 S SPORLAN C083-S EMERSON HMI 173 SPORLAN SA-13-S SUE-2-SZP 5' 3/8 x 1 /2 SPORLAN E3S130 PENN 70 -1 P K VAF-5 1/2 0 2 EMERSON EK-083 S SPORRAN C 083 .,-� EMERSON HMI 1TT3 SPORRAN SA-13-S SUE2-SZP 5' 3/8 x 1/2 SPORLAN E3Sl3o ALCO PS2-Y7A PACKLESS VAF-5 1 /" 3 EMERSON EK-083 S SPORLAN C 083 S I EMERSON HMI 173 SPORLAN SA-13-S SQE-5-SZP 5' 3/8 x 1 /2 SPORLAN E5S130 ALCO PS2-Y7A PACKLESS VAF-8 [VIA 0 ■ 0 4 EMERSON EK-0 84 S SPORLAN i - - C 084 S EMERSON HMI 1 TT4 SPORLAN SA-14 i S SQE-5-SZP 5' 3/8 x 1 /2 SPORRAN E6S140 ALCO PS2-Y7A PA011MVAF- 5 EMERSON EK-1 64 S SPORRAN C-164-S EMERSON HM I I 174 SPORLAN SA-14- S SSE4-SZP 5' 3/8 x 7 /8 SPORRAN E9S240 ALCO PS2-Y7A PACKLESS VAF-10 a ■ n 199- 3/1 " 19`- 3 8v 119`- 3 S" 60 1 Z2" 10`-0 1/2 a lop- 1 2" 100-0 1 Z2" SPORLAN 1 -2-1/ SPORLAN 1620-3-1/4-2.5 SPORRAN 1622-5-1/45 SPORRAN 1113-7-1/410 DISTRIBUTORGENERAL rJ TEE COIL DETAIL --SIDE ELEV,,ATION DISTRIBUTOR E 1.) REFRIGERATION COIL WILL BE FABRICATED FROM TYPE L (ACR) COPPER TUBING. COIL CONFIGURATION W2 CIRCUITS 2.) ALL MAINTENANCE ON REFRIGERATION SYSTEM SHOULD BE PERFORMED BY A CERTIFIED CO2 REFRIGERATION SPECIALIST. A 3,) REFRIGERANT TYPE IS R--404A FOR ALL UNITS LISTED. UPDATED BTU/HR NUMBM SEE NOTE 3. REFERENCE DRAWINGS UPDATED COPELMD MODEL NUMOM "CONFIDENTIAL -TRADE MODEL . . E` OF 6HPINITIAL .. SCROLL CONDENSING UNrMS ISSUE i. DESCRIPTION ' 1tY ♦ f; �t ii A' I `J;� rt RS ^�' i d.,i-ia":: � �. .:. REVISIONS i ,lf , • I s REFRIGERATION SCHEMATIC STANDARD MODEL C LIQUID CARBON DIOXIDE STORA(':';E TANKS W/cOPELAND CONDENSING UNITS OI n (221) (221) 223 0 Wyoyo7 I-- -1 1 - -1 IR-1 �39„ 2211 1 f� I T.,r-, I I F GENERAL NOTES: L) ENCLOSURE IS NEMA TYPE 3R N D ALARM SILENCE 20) ALL WIRING TO SPECIFICATI❑NS NEC 2011 21 21 PANEL FRONT VIEW 3.) ALL COMPONENTS TO BE INSTALLED PER INSTRUCTI❑N D❑C THAT IS SUPPLIED WITH THE DEVICE BEING INSTALLED, 4.) ALL WIRING TO SPECIFICATI❑NS UL-508A, 5.) ALL SWITCHES LIGHTS CORD FITTINGS, ETC... THAT REQUIRE A HOLE OR CUT-OUT FOR M❑UNTING SHALL HAVE ALL THE PROPER GASKETS AND SEALS, AND SHALL BE TIGHT S❑ THAT LEAKAGE IS PREVENTED, 7,) CONTROL WIRE SHALL BE 14 AWG MINIMUM, POWER WIRE TO BE 12 AWG MINIMUM. 8,) WIRE SHALL BE SIZED IN ACCORDANCE WITH TABLE 310,15(B)(16) OF THE 2011 NEC CODE, 9,) ENCLOSURE, COMPONENTS, AND DEVICES SHALL ALL BE PROPERLY GROUNDED, 10,) ALL WIRE C❑NNECTI❑NS SI #ALL BE SECURE AND CHECKED FOR TIGHTNESS. F-VTF-DI\1AI T)T<�f-"f-IKINIF-C"T ITEM QTY. TOMCO N0. PART N0. 200 I 1 1080-2 BILL OF MATERIALS DESCRIPTION OF DEVICE OR ITEM NEMA SIZE 1 TYPE 3R ENCLOSURE W/DISCONNECT SWITCH & STARTER EATON CAT. NO ECN5412AAC 201 1 NEMA SIZE 1 MOTOR STARTER, 27 AMP: 120 C"OiL EATON MODEL NUMBER CN15DN3AB 202 3 1062-3 TIME DELAY FUSE: 15 AMP CLASS RK5, LITTLEFUSE FLSR 15 203 1 1040-6 230/460-120 VOLT TRANSFORMER W/PRIMARY & SECONDARY FUSE BLOCK: MICRON 150 VA TRANSFORMER MODEL NUMBER_31_50BTZ13RBF 204 2 1060-2 TIME DELAY FUSE: 1 1 /2 AMP CLASS CC, LITTLEFUSE KLDR 1 1 /2 205 1 1060-5 TIME DELAY FUSE: 2 AMP CLASS CC, LITTLEFUSE: FLM 2 206 3 1020-1 G 1 /16" NEOPRENE GASKET 207 3 4087-1 1 HOLD DOWN CLIP FOR RH1 B RELAY: IDEC MDL SY2S-02F1 208 15 4068-6 TERMINAL BLOCK SCREW TYPE TERMINAL MARATHON MIK5 209 8" 1025-3 - DIN RAIL 35MM X 7.5MM: WEIDMULLER MAT. NO. 051450000 210 3 4068-9 DIN RAIL END TERMINATOR MARATHON MSK35- 211 1 4068-8 TERMINAL BLOCK INSULATING END SECTION MARATHON MIW4 212 2 4068-7 TERMINAL BLOCK INSULATING VISUAL PARTITION MARATHON MIW16 213 3 1025-2 IDEC CONTROL RELAY BASE MODEL SH 1 B-05 RATED 250VAC 10AMP 214 3 1025-1 IDEC CONTROL RELAY MODEL RH1 B-U 120 VAC COIL 215 2 1 1080-14 PILOT LIGHT, CUTLER HAMMER MDL. 10250T181 N 216 2 1080-15R RED LENS, CUTLER HAMMER MDL. 10250TC 1 INI 217 1 1080-10A CONTACT BLOCK, CUTLER HAMMER MDL. 10250T53 218 1 1080-10B RED PUSH BUTTON, CUTLER HAMMER MDL. 10250T102 219 1 1085-2 ALARM HORN 120 VA, EDWARDS SIGNALING, MDL.. 876-N5 220 1 108551 ALARM HORN GASKET, 1 /16" BLACK NEOPRENE 21 3 1020-1 ALLEN BRADLEY PRESSURE SWITCH MODEL 836--A4 SEE WIRING DRAWING FOR PRESSURE SETTINGS 222 1 1 109549 3 HOLE GROUND BLOCK: SQUARE D MDL. PK3GTA1 223 2-F 1095-30 GROUND TERMINAL LUG, NSI CAT. NO. 6TC-1 (RANGE #6-#14) PANEL SIDE VIEW REFERENCE DRAWINGS "CONFIDENTIAL -TRADE SECRETS" 0 REVISED TERMINAL BLOCKS 12.04.13 "THE ORIGINAL OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE TOMCO EQUIPMENT COMPANY. THE ACCEPTANCE OF THIS PRINT CONSTI- 0 INITIAL_ ISSUE 06.13. 1 3 TUTES AN AGREEMENT THAT IT SHOULD BE TREATED AS A STRICTLY CONFIDENTIfLL. DOCUMENT TO BE USED FOR NO PURPOSE OTHER THAN TO AID IN THE ASSEMBLY OR OPERATION OF UNITS FURNISHED BY THE NO. DESCRIPTION DATE TOMCO EQUIPMENT COMPANY OR AS EXPRESSLY AUTHORIZED IN WRITING BY THE TOMCO EQUIPMENT COMPANY AND THAT IT IS NOT TO BE COM- c I MUNICATED, OR DISCLOSED OR COPIED EXCEPT AS EXPRESSLY AUTHOR- REV I J I 0 I � � IZED IN WRITING BY THE TOMCO EQUIPMENT COMPANY." EQUIPMENT 2 COMPANY SYSTEMS LOGANVIL-L-E, GEORGIA PANEL LAYOUT FOR 1 HP MODEL CA WIRED FOR 460/60/3 LIQUID CARBON DIOXIDE STORAGE UNIT ENGR. BY: DRN. BY: CKD. BY, BDC SCALE: DRAWING NO, NONE CA -1 HP-460-PAN APPROVED BY: FILE NO. CA-1 HP-4 DATE: REV. 06.13.13 1 JOB NO. wil l 1 1 FU 15 AMP cr_ L 1 a- § C%4 2FU N 15 AMP I L2 — -0 sQ 3FU 15 AMP L3 — Lo __L_c L L c 0 um #12 (BLACK) M #12 (BLACK) Tl #14 (BLACK) 1 HP — ------- #12 (BLACK) M #12 (BLACK) T2 REFRIGERATIO MT R COMPRESSOR MOTOR #12 (BLACK) T3 RLA 2.1 #14 (B LAC K) 5FU 1 1/2 AMP H3 H2 6FU 1 1/2 AMP H 1 Ly H 4 150 VA (MICRON—B150BTZ13RBF OR EQUAL) (C,'R N I WIN 101 I'Ll 0 ivi 112 WE bl, 1161 LIQUID SHUT OFF SOLENOID VALVE (SEE REFRIG_ SCHEMATIC FOR MDL. #) 50 WATT HEATER (COPELAND CRANKCASE HEATER MDL, 918-0118-05 OR EQUAL) PILOT LIGHT—LO CO2 PRESS. (CH 10250T181N c/w 10250TlClN (RED LENS) OR EQUAL) CONTROL RELAY (IDEC MDL. RHlB—U OR EQUAL) PILOT LIGHT —HI CO2 PRESS, (CH 10250T181N c/w 10250T1C1N (RED LENS) OR EQUAL) 'CONTROL RELAY (IDEC MDL. RHlB—U OR EQUAL) ALARM SILENCE (CH 10250T102 c/w 10250T53 N.O. OR EQUAL) CONTROL RELAY (IDEC MDL. RHlB—U OR EQUAL)i ALARM HORN (EDWARDS MDL. 876—N5 OR EQUAL) SIZE VOLTS /PH AMPS + 25% T/D FUSE WIRE 1 HP 460 3 4.2 "1 `) AMP # 12 PRIMARY FUSES (5FU, 6_FU) TRANSFORMER VOLTAGE FUSE 150 VA 460 KLDR--1 1 Z_ L I REPLACEMENT SECONDARY FUSES (4FU) TRANSFORMER VOLTAGE FUSE 150 VA 120 FLM-1'41. 1. ALL WIRING TO SPECIFICATIONS UL-508A. , li lll�� 4 14M Ma SUITABLE FOR USE ON A CIRCUIT CAPABLE OF DELIVERING NOT MORE THAN 5,000 RMS SYMMETRICAL AMPERES, 600 VOLTS MAXIMUM REFERENCE DRAWINGS ART CONFIDENTIAL -TRADE SECRETS" REV. FUSE CHVA ADDED EXTERNAL BOUN IES SYSTEMS- THE ACCEPTANCE OF THtS PRiNT 0ONS7MJTES AN AGREEMENT -rg* BE USED FOR NO PURPOSE OTHER THAN TO AJD iN THE ASSEMBLY OR DESCRIPTION REVISIONS iL Y S T E, M S_ i ;fit WIRING SCHEMATIC FOR 1 HP MO,,`DEL CA WIRED FOR 460VAC/60HZ/3PH )AP —ROVED BY: RLE NO. 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ELCON ENGINEERING & SURVEYING, LLC. L '^ REVISIONS: I,Fr"ttulln adp.. :,tk.,:atl„I� BY: DATE: COMMENT: 4 S5 ITE �` � ;, _iFt•I .:.'_ � , a.. €;tlrlr€Ic;r7e ,�ry:' � • Pk�rr3�ft t�t�€likzr: / �'. r zao P407 21 i3;1f3 0 f 7r H 171 OI7 SITE IMPROVEMENTS COVERAGE SUMMARY: SITE DATA ACRES Sq. Ft. PERCENT GROSS SITE AREA 4.92 214,466.34 100% IMPERVIOUS AREA 3.24 141,088.00 66% BUILDABLE AREA 0.92 40,000.00 19% PAVING 2.21 96,404.00 45% W SIDEWALKS / DUMPSTER 0.11 4,684.00 2% U PERVIOUS AREA 1.68 73,378.34 34% Of W TOTAL 4.92 214,466.34 100% LOT SIZE AND DIMENSION REQUIREMENTS 0 IL: LIGHT INDUSTRIAL U W z Q D W O MINIMUM LOT SIZE: 20,000 sf � z o IL z U- MINIMUM ROAD FRONTAGE: 60' W uj U� FRONT SETBACK: 25' REAR SETBACK: 20' SIDE SETBACK: 10, SIDE AT CORNER: 20' z ZN) MAXIMUM BUILDING COVERAGE: 50% I.t. SITE DATA: TOTAL SITE AREA 4,92 ACRES U J EXISTING ZONING IL 'J PROPOSED ZONING IL (6 LAND USE IND z Q W EXISTING USE VACANT z PROPOSED USE STORE FRONT WAREHOUSE NUMBER OF BUILDINGS 2 m H PARKING REQUIRED 110 U) 30,000 SF INDUSTRIAL (2 SPACES / 1000 sq ft) = 60 10,000 SF OFFICE (5 SPACES / 1000 sq ft) = 50 HANDICAP SPACES REQUIRED = 4 PARKING PROVIDED 111 HANDICAP SPACES PROVIDED = 4 6" DIA. STD, PIPE FILL W1 -" CONC. TO APPROX, WT. CROWN CONC. ._...1 OF 150 LSS. PAINT FIN. GRADE OIL TOIL" OF DIA, vagaliffomma! CODE Cle, I ., 0 f KNOW WHAT'S BELOP ' ALWAYS CALL 811 •BEFORE YOU DIC \ / It's fast. It's free. It's the law. }tt 331t1 it, 3, rf/`r ' NO.74637 ~ STATE OF �= `I, �4OR t P \,�` ifill 't 0ARREN GUETTLER, PEA FLORIDA LICENSE No. 74637 09/23/21 PROJECT No.: 20-2031 DRAWN BY: SOG CHECKED BY: DG DATE: 12-04-20 CAD I.D.: 20- 2031 REV03LOT TIES E T SHEET TITLE: AS -BUILT LANDSCAPE PLAN AND SITE PLAN SHEET NUMBER: 1 www.callsunshine.com PVF 38 MN 27 TO 26 17 1/2' EXT. PROD. (K) 14 1/2' EXT. PROJ. (F 10 1/2' EXT. PROD. (0) 10 1/2' EXT. PROD. (G) 6L (PT) WOOD SHIM r ICLv LOCATED 1, .1 CONSTRUCTION NOTES 1. CONSTRUCTION PER ASME CODE, SECTION VIII, DIV. 1. SEE PRODUCTION SCHEDULE FOR EDITION AND ADDENDA 2. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. 3. FLANGE BOLT HOLES ARE TO STRADDLE NORMAL VESSEL CENTERLINES UNLESS OTHERWISE NOTED. 4. ALL NOZZLE WELDS TO BE PER W '1' EXCEPT AS OTHERWISE NOTED. 5. VESSEL IS TO BE CLEANED INSIDE AND OUTSIDE, FREE OF ALL DIRT, GREASE AND DEBRIS. 6. INSTALL PROTECTORS ON ALL OPENINGS BEFORE SHIPMENT. 7, VESSEL TO BE PAINTED WITH ONE COAT SHOP PRIMER. 8, SW/THR'D COUPLINGS ARE THREADED FULL COUPLINGS WITH ONE END BORED OUT SIMILAR TO A SOCKET WELD COUPLING. DESIGN NOTES 1. NDE: RT-2 6. DESIGN PRESSURE: 352 PSIG 2. PWHT. NONE 7. DESIGN TEMPERATURE: -4117F +200'F 3. CA: NONE B. MDMT: -40'F 0 350 PSIG 4. MAWP: 350 PSIG 9. HYDRO TEST PRESSURE: 525 PSIG (1.5 x MAWP) 5. HYDRAULIC HEAD: 2 PSI SEISMIC DESIGN INFO: Z4, I=1.25, <2km NEAR SEISMIC SOURCE, Scl SOIL 6 3/8' W. PROJ. (L) 7 1/2' EXT. P'ROJ. (M; 14' EXT PROS. (C) , 14' EXT. PROD. (E & H) IMIIIIIIIIII 32 50 5/$ 47 1/4 20 5/$ 13 1/ 7 1/4. Ll 6 B A 4 1/4 10 1/4 1$ 5/8 82 5/8 101 1/4 85 1/4 64 192 01 6 TON LCO2 HORIZONTAL STORAGE VESSEL DUAL SAFETY RELIEF VALVE DISCHARGED PIPED TO WEATHER PROTECTED TEE F SET PRESSURE = 350 PSIG 12'-3 1/4` LOCKABLE ACCESS DOOR 39' x 67" OPENING 4x4x1'-6L (PT) WOOD SHIM FIELD LOCATED (TYP.) O 03 CB S.20 (TYP.) 4x4x1'-6L (PT) WOOD S...... FIELD LOCATED (TYP.) 7'-3 1/4' C3740MMJ C2216MMJ 6'-7 3/4' LIFTING LUG WITH 2' DIA. HOLE E2026MMJ 2 PLCS (SEE NOTE 8) VALVE 1 1/2' VAPOR SUPPLY .063" PREFINISHED ALUMINUM 1 1/2" AUXILIARY VAPOR SUPPLY „� OUTER JACKET;; „ ESSURE GAUGE (--"" A CAPPED 4' POLYURETHANE INSULATION 600 PSIG DIAL CONTENTS GAUGE DIFFERENTIAL PRESSURE 12" x 16" CALIBRATED IN LBS. MANWAY 6' DIAL I REFRIGERATION COIL COVERED EXPANDED METAL VENTILATION00 \ BOTH OPENING SIDES 1 1/2' LIQUID SUPPLY o m VESSEL + Wpm i N I ° VESSEL DATA PLATE VESSEL I _ I I Rl in WB x 18 FRAME BASE � u A sHT 2 (-► A 1 1/2' LIQUID SUPPLY 6'-2- -6'-4 3/4' 1:1$80MMJ DAW L1949MM] 7'-1 1/4' C2165MMJ 9'-9 1/4' SADDLE C2978MMJ 12'-5 1/4` VESSEL T3791MMJ 16' SADDLE L4877MMJ 7'-1 1/4' 5'-4' C2165MMJ C1626MMJ 16' C4877MMJ 02 6 TON LCO2 HORIZONTAL STORAGE VESSEL 2 1/ 4x4x1'-6L (PT) WOOD SHIM FIELD LOCATED (TYP.) 1 1/8 DIA HOLES, 4 PLCS (FRONIi SADDLE) 1 3/4 x 1 1/8 SLOTS, 4 PLCS (REAR SADDLE) I----- 22 I 22 27 1/827 1/8 1_j 1MIN TYP --� 6 �- e+s 1 4 PVF 31 TYP ! 1 4 2-6 PVF 31 I' 1 4 2-5 PVF 32 TYP I 1 4 -6 PVf 32 60 1 $ x w M In z E co tU M u 1" DIA HOLE FUN 3/4" ANCHOR BOLT IN BOTTOM FLANGE p O3 OF W8 X 31 B S.20 (TYPICAL 8 PLACE-S) (TYP.) TOMCO2 LOGANVIL.LE, GEORGIA SCALE: nits • • J GENERAL OUTLINE MODEL 675CA FLIQUID CARBON DIOXIDE STORAGE TANK SCALE: nts GENERAL NOTES THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE (WIND); (FBC) EXISTING BUILDING 7th EDITION; AND (FBC) BUILDING 7th EDITION FOR THIS 1. PLAN NOTES PROJECT WHICH INCLUDE. AND MAY NOT BE LIMITED TO; A) THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD Surface Roughness: C PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT Site Exposure Category: D AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. Wind Zone (4) B) REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT THE 2020 BUILDING CODE FINAL FIGURE "A" INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL (FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS) DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE USING A MAXIMUM (Vult) WIND VELOCITY OF 160 MPH. ENGINEERING ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE C) FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE TO BY ALL APPLICABLE SUBS. USE FIGURED DIMENSIONS ONLY. CONSTRUCTION DOCUMENTS. IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING, CONTACT THE ENGINEER OF RECORD. D) THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB- THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE SITE A CURRENT APPROVED SET OF SHOP DRAWINGS. AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE E) REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE DRAWINGS. CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA 2. FOUNDATION NOTES BUILDING CODE AS THEY PERTAIN TO THE EXISTING FOUNDATION ANCHOR SYSTEM OF THE STORAGE CONTAINERS. THE STORAGE A) EXISTING CONCRETE SLAB HAS BEEN DESIGNED FOR A MINIMUM BEARING VALUE OF CONTAINERS ARE DESIGNED AND CERTIFIED BY THE MANFACTURER. 2000 P.S.F. B) CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS PRIOR TO INSTALLATION OF FOUNDATION. THE ENGINEER SHALL BE NOTIFIED IF SITE CONDITIONS DO NOT PROVIDE AN ADEQUATE BEARING PRESSURE VALUE OF 2,000 P.S.F. 3. PLAN NOTES A) THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. B) REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. C) FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. D) THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB - SITE A CURRENT APPROVED SET OF SHOP DRAWINGS. E) REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. EXISTING FOUNDATION AND SLAB NOTE 01: 4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS ON 10 MIL. POLYELENE VAPOR BARRIER OVER CLEAN FILL TREATED AGAINST TERMITE INFESTATION. PROVIDING FOR A MINIMUM BEARING VALUE OF 2000 P.S.F. (44) {66 (1-18) (8.5} (2.2) G) 1) : (8.5) - 0 % ,/7 31h 5V4 14 10,200 119 2,550' 10,280 97 2,570 -2,106 4,535 3,630 (9.5) (89) (133) (3%) (45A) (0.5) (113) (45.7 (0.4) 0111 (20,2) (161) 1~ 4 6 6Y4 18 10,613 84 2,655 10,613 2,655 < (114) (171) (457) (47.2) p ) (11 q (47.2) (I It) 2 % 3V" 8 �i 7,216 1,163 1,805 7,216 (54) (81) (216) (32.1) (5.2) (80, (32.1) Vt 4Vi 636 17 17,700 629 4,425 18,4W 788 4,61 3,750 8, 090 6 ,470 4) (12-7) (108) (162)' (432) (78.7) (2.8) 09. (81.8) (3.5) ,5) 065 (35.9) (28.8) 5) 1(82.5)5) 4,640 '_Z% (152) (229)` (610) (882 (3.8j - Q 2' i 3V4 10 6,780 315 1,695 6,790 1,695 (64) (%) (254) (30.2) (1.4) (/ b) (30.2.) I r ,1j) 3% 5% 15 4,190 4,875 (`9b) (143) (381) (18�T') -- (:�I,f) ` 5 7'f2 20 26,700 1,121 6,680 32,200 964 9,050 5,875 12,660 10,120 05.9) (120 (191) (508) (118.8) (5 0) (%'11.1) (143.2) (4.3) E1_'�8) (,1.1)' (56.3) (45.0) 7Yu 107% 28V4 7,a15 81200 (183) (216) (730) [? 9% 14 'A 3754 33,402 1,198 8,350' 33,402 8,350' (238) (359) (953) (148.6) (5 3) ("t1,1) (148.6) _ 01A) 3% 5 Via ' 13 Vi 15,456 2,621 3,865 16,456 3,865 (86) (129) (343) (68.8)' (11.7) (1 [,,�) (68.8) - (17.2) 5 V" 7% 20 V4 7,106 7,245 (129) (194) (514) (32A, (K11) B Y4 ,� (19.1) 6Y4 (171) 10 % (257) 27 (686) 42,100 (187.3) 1,946 (8..7) 10,525 (4G,) 42,480 (189.0) 1,575 (7.0) 10,620 (40) 8,460 (31 18,230 (81.1) 12,400 (55.2) 9 13 �i 36 11,no 11,266 M (343) (914) (4 ,0) - - . ,1) 11 V4 16716 45 47,634 608 11,010 ` 47,634 11,910 (286) (429) (1.143) (211.9) (2 T) (310) (211.9) - (` 11.0) 03 ANCHORS SCALE ants 01 09-08-2021 All Sub -contractors are Responsible for verifying all changes to these plans prior to starting their phase of construction VELCON ENGINEERING & SURVEYING, LLC. 1449 COMMERCE CENTRE DRIVE PORT ST. LUCIE, FL 34986 PHONE: (772) 879-0477 FBPE C.O.A. # 32222 REVISIONS: BY: DATE: COMMENT: St. Lucie County ELK 9-08- 0 9-0 01 Building Department Comments Permit Number: 2108-0810 3e Z LU W J rV^ J VJrr�� 00 W o N 0 U �M N� L.L W 0= W ry I-- 0 X Z W Q Z 0 Q r� Q�J m c� ry LLJ 0 U (M W O Wo �y U E U G U) _j O Q oo LL W W M LLI E T T GV ` <C NO. 74637 m -0 f 'A STATE OF 01. % 4o FS 1*�OR1 ......P'G s................... TONA.L -DAR__RSITG TTLE k, _ -\ FLORIDA LICENSE No. 74637 09/23/21 PROJECT No.: 21-1009-KMA DRAWN BY: ELK CHECKED BY: DIG IEV 9/23/2021 IEWED F eu `,� 16AMMA3RADA DISTILLERY CONEX DE COMPLIANCE SHEET TITLE: LUCIE COUNTY STRUCTURAL .Q ? .-N ' KNOW WHAT'S BELOW • TANK ALWAYS•CALL II FOUNDATION ION BEFORE YOU DIG � It's fast. It's free. It's the law. SHEET NUMBER: www.calisunshine.com S.20 a