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Home My WebLink AboutSnow Load ResponseF T E F PDP PF CF M MECHANICAL DAMPER W/ACTUATOR GATE BALL CHECK PARTICULATE FILTER COALESCING FILTER AIR ACTUATED VALVE ELECTRIC HEAT TRACE & INSULATION UNION DEW POINT TRANSMITTER MULTIPORT INSTRUMENT TRANSMITTER PRESSURE RELIEF VALVE GAUGE BLIND FLANGE TIMER DRAIN CONCENTRIC REDUCER PIPE CAP XX FLEX CONNECTOR NEEDLE VALVE MINIMUM PRESSURE VALVE AIR DRYER MUFFLER XX - -  A B C D E F 12345678910 A B C D E F 23456789 WILLIAMS FIELD SERVICES AYCCHKD BY: WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING DRAWN BY: DATE REVISION AMW NOTES Serial Number 3/7/23 1760-TS-1 3/8/23 DRAWING NUMBER -- MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV DESCRIPTION DWN CHKD - AMW - - DATE - 0 - 0 - - - - ISSUED FOR CONSTRUCTION LDJ - - - - - - - -- 5/30/23 - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV DESCRIPTION DWN CHKD - - DATE - - - - - - - - - - - - - -- -- - - - This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent. TITLE SHEET C-17600072302200 BF1760 E-1 ELECTRICAL ONE LINE PLAN REVIEW NOTESPLAN REVIEW NOTESPLAN REVIEW NOTES SHEET INDEX TS-1 TITLE SHEET ELECTRICAL: TBD ENERPAN DRAWINGS R-1 RIGGING S-3 LIFTING LUG DETAIL S-2 INTERIOR STRUCTURE S-1 SKID BASE STRUCTURAL: M-5 SECTIONS DETAIL M-4 EXTERIOR ELEVATIONS M-3 ANCHOR BOLT LOCATIONS M-2 PIPING P&ID M-1B PIPING DETAIL M-1A EQUIPMENT LAYOUT MECHANICAL: TS-2 EQUIPMENT SCHEDULES TYPE LEGEND Base Shear: 1.3 kips Neither the building supplier and their employees, nor the engineer can be held responsible for damage or injuries during construction. Steel Panels used as Siding, Roofing & Trim:1. Shall be fabricated from 0.0149” minimum thickness steel with galvanized or galvalume coating. 2. Shall be pre-finished with a silicone modified polyester system or equal.3. Shall be fastened with #10 (minimum) galvanized self drilling screws with neoprene rubber gaskets. 4. Unless noted otherwise, all screws shall be installed in the flats except that stitch screws & screws attaching trim shall be installed in the ribs.Structural Steel: Unless noted otherwise in the drawings: 1. W shapes shall be ASTM A992, Fy = 50 ksi and Fu = 65 ksi.2. M, S, HP shapes, channels and angles shall be ASTM A-36, Fy = 36 ksi and Fu = 58 ksi.3. HSS < 2" maximum dimension shall be ASTM A513, Fy = 72 ksi. HSS with a maximum dimension =>2" shall be ASTM A500 GB Fy = 46 ksi 4. Steel pipe shall be ASTM A53 grade B, Fy = 35 ksi, Fu = built units. 60 ksi.5. Steel bars and plates shall be ASTM A36 Fy = 36 ksi, Fu = 58 ksi. 6. Anchor rods shall be ASTM F1554 grade 36.7. Bolts shall be ASTM A325.8. Steel shall be fabricated and erected in accordance with ANSI/AISC 360-05 Specification for Structural Steel Buildings including label of an approved agency. Installation shall conform with Specification for Structural Joints Using ASTM A325 or A490 Bolts and Code of Standard Practice for Steel Erection: Buildings and Bridges. 9. Welds shall be in accordance with the latest edition of AWS D1.1, Structural Welding Code Steel.ELECTRICAL:1. All components and equipment shall be listed and bear the hardware shall be an accessible lever lockset. 7. The door threshold lip shall be no greater than 1/2". Entry door 403.1 on-site within 500'. 6. This building requires plumbing facilities as required in IPC Table International Building Code amounts listed in tabled 307.1(1) and 307.1(2) of the 2015 chemicals are to be stored within this building they shall not exceed 5. No hazardous materials used or stored within this building, if conductor shall be counted as a current carrying conductor. goose neck shipped loose to be installed on site. 4. Roof jack for compressor discharge installed at factory. Roof and ensure all required local inspections are made. drawings on the job site; obtain the proper local building permits; 3. Each contractor and/or the owner shall: have an up to date set of 2. Setting of building on site to be completed by "others".1. All foundation work to be completed by "others". Job site safety is the responsibility of the erector. SPECIAL CONDITIONS AND/OR LIMITATIONS pipe clamps. tapping screws, and the conduit shall be supported using unistrut be fastened to the building structural members using 5/16-18 self straps. Where building supports are not available 1" unistrut shall lighting, data processing or similar equipment, the neutral be 14'. Conduit shall be fastened to building supports with one hole and greater the maxthe maximum distance between supports shall conduit with diameters up to 1" shall be 10'. For diameters 1.25" 12. The maximum distance between supports for rigid metal be THWN or MTW. 11. All building wiring shall be THHN, wiring within equipment shall shall not exceed 36" in length. conduit, and liquid tight metal conduit. e) liquid tight flexible conduit areas shall be GFCI. d) Wiring shall be run in metal raceways; EMT where a motor vehicle could be present. All receptacles in such where the major portion of the load is electric discharge generating device shall be placed within 18" of the floor in areas and these specifications for ALL areas. c) No wiring or spark the entire building. b) May be any method conforming to the NEC 10. WIRING METHOD: a) Shall be used consistently throughout of the NEC.system ground. The grounding system shall conform to Section 250 grounded by approved electrical connection and/or bonding to the 9. All circuits, equipment, fixtures, enclosures, etc. shall be switches within sight of the motor.operation and maintenance. All motors shall have disconnect maintained about all electrical equipment to permit ready and safe 8. Sufficient access and working space shall be provided and complete description of all outlets and fixtures on each circuit. on the inside of each panel door showing circuit numbers and a 7. The EC shall label each panel box and provide a legible directory Sections 210 and 240 of the NEC. protective devices having a rating or setting in conformance with 6. Branch circuits shall be protected by listed over current branch circuit.receptacles shall have an ampacity of not less than the rating of the to be served. Conductors of multioutlet branch circuits supplying conductors shall have an ampacity not less than the maximum load circuits with #12 AWG minimum wire size. Branch circuit 5. General lighting and receptacles shall be run on 15A 120V the listing and the manufacturer's instructions. The installation instructions shall be kept on the job site.2. The installation of all electric devices shall conform with the Americans with Disabilities Act (ADA). The highest operable part of switches, outlets, receptacles, etc. shall be located 48" maximum above the finish floor. The lowest operable part sizes increased per the NEC. On a 208V 3Φ (4) wire circuit shall be 15" minimum (18" as noted elsewhere) above the finish floor. 3. All conductors and grounds shall be copper. 120V branch circuit home runs shall not exceed 75' with #12 AWG nor 110' with #10 AWG. Conductors shall be sized so voltage drop is less than 2% in branch circuits and 3% in feeders. 4. Where more than (3) conductors are run in a raceway, the allowable load per conductor shall be decreased and/or wire Foundation shown is based on an allowable soil bearing pressure of 2000 psf. is a general recommendation. It is the responsibility of the others to verify the site specific allowable soil bearing pressure and design and construct the foundations for the specific site so that they are in accordance local codes and good construction practice including but not limited to the Building Code.Flood: This building shall not be located in whole or in part in a flood hazard area as determined by the authority having jurisdiction unless set on a foundation designed in accordance with ASCE/SEI-24. The flood resistant foundation shall be designed by a registered design professional and constructed to resist all flood loads without transferring loads to the factory General: 1. This is a non-occupied one story structure. Access is limited to authorized personnel only. It encloses air compressors and associated equipment. There are no hazardous materials used or stored within this enclosure. 2. All equipment and materials including but not limited to doors, windows, etc. shall be installed in accordance with the manufacturer's instructions and the Building Code.Building Codes: All construction shall conform with the following: Building Code 2021 International Building CodeMechanical Code 2021 International Mechanical Code Electrical Code 2020 National Electrical Code Energy Code 2021 International Energy Conservation CodeCO 8 CCR 1302-14 (res 35) There is no plumbing within this enclosure, Code conforming restroom facilities shall be provided by other on site. An accessible landing shall be provided on site. The door threshold lip shall be no greater than 1/2". Entry door hardware shall be an accessible lever lockset. Building Code Data: Occupancy/ Use Group: U Construction Type: VB Area: 139 SF (Interior), 176 SF (total with porch)At, Table 503: 5500 SF OKFire Resistance of Exterior Walls: 0 This enclosure shall be further than 20' from any other structure or 10' away from any property lineColor: Tan Approximate Weight: 12,200 Lbs Occupant Load: 1 Structural Design Criteria: Occupancy Design Category IIGround Snow Load: 30 psfRoof snow: psf Roof Live Load: 20 psf Roof Dead Load: 10 psfFloor Live Load: 125 psf Floor Dead Load: 26 psf Wind Load: 120 mph (3 second gust) exposure CWind Importance: 1.25 Component and Cladding Wind Pressures: (0.6W ASCE 7-10, W ASCE 7-05) Roof :11 psf inward, 44 psf outward Wall :19 psf inward, 25 psf outward Internal pressure coefficient: ± 0.18Seismic: Design Method: ASCE 7 ELF Ss: 0.283 Site Class: D Seismic Design Category: B R: 0.897 SYMBOL WILLIAMS FIELD SERVICES WILLIAMS BUILDING I PARACHUTE, CO 40 8/24/2023 1760-TS-2 copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent.  A B C D E F 12345678910 A B C D E F 23456789 NOTES 0 WILLIAMS FIELD SERVICES WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING DRAWN BY: CHKD BY: AYC AMW REVISION Serial Number DATE 3/7/23 3/8/23 DRAWING NUMBER - - MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV DESCRIPTION DWN CHKD DATE 0 - - - - ISSUED FOR CONSTRUCTION - - - - AMW - - - - LDJ - - - - 5/30/23 - - - - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV DESCRIPTION DWN CHKD DATE - - - - - - - - - - - - - - - - - - - - - - - This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, EQUIPMENT SCHEDULES C-17600072302200 BF1760 Sequence of Operation: I. Instrument Air Compressors The system is equipped with two oil flooded rotary screw air compressors (C-650A and C-650B) which operate in primary/standby operation. When commanded “on” the lead compressor will energize and modulate to meet the system discharge pressure set point (typically 150 psig) as sensed by the system pressure transmitter located at the discharge of the compressor package. During normal operation should the system pressure fall below the load set point while the primary compressor is running, the standby compressor will start to help contribute to the system. When only one compressor is needed, the internal sequencing will shut one of the compressors off. The internal sequencing will also rotate lead compressors automatically to maintain equal running hours. If either compressor encounters a fault, it automatically shuts down and generates a fault signal. High pressure set point: 175 PSI. Low system pressure factory set point 8 PSI. High temperature factory set point 232°F. II. Instrument Air Dryers The system is equipped with two non-heated desiccant air dryers (D-650A and D-650B) which are mounted on the horizontal wet tank with its respective compressor. The dryer will be online as long as it is powered on. The dryers are equipped with dewpoint demand controls that will halt the purge process when the dewpoint setpoint is reached. It will remain this way until the dewpoint degrades enough to trigger the start of the regeneration process. The dryers are equipped with pre and after filters as well as a three valve bypass for maintenance purposes. During the normal operation, the air dryers will cycle back and forth between its two towers approximately every four minutes, regenerating in one tower while drying through the other tower. Inlet air pressure alarm set at 58 PSI. III. Building HVAC Building heating and cooling is controlled by a wall mounted thermostat. If the building internal temperature exceeds 80°F, either building fan/louver 1 or 2 (depending on which compressor is running) will run, maintaining a cooler temperature inside the building. If the building internal temperature drops below 55°F, the building unit heater will turn on to maintain a warmer temperature inside the building. The air compressors have thermostatically controlled “cold weather kits” installed to help maintain oil temperature and prevent freezing of controls. IV. Compressed Air Flow A. During normal operation, either air compressor will be running, discharging directly into its wet tank. From there, the air is routed through the air dryer pre filter, through the air dryer and discharges through the after filter. Both compressor/dryer packages run into a 500 gallon dry air receiver (V-650). From there the compressed air is directed into the customer’s instrument air system. B. Condensate drains from the compressors moisture trap, the wet tanks and dryer pre filters is collected and routed to a drain manifold inside the building. From the manifold, condensate is collected in a 250 gallon collection tank (TK-651). SIZE 2" and smaller Pipe ASTM-A312-TP304-SS-SCH 40 Fittings ASTM-A403-WP316-SS-SCRD Flanges ASTM-A312-SS-SCRD Shutoff Valves VB-12 Throttling Valve VL-2, FC-3 Check Valve VC-3 Strainers ST-3 Flanges: ASTM-A182-F316-SS-RF Flange Gaskets: Garlock Blue-Guard 3200 Flange Bolting: ASTM-A193-GRB-7-SS HEX machine bolts & A194-GR-2H-SS HEX nuts Hose: H-4 Cleaning Method: Blow out Test Medium: Air Test Pressure: 150 PSIG or 1.1 X internal design gauge pressure whichever is greater. Package MAWP is 200psi. NOTES: Use valves with a temperature range of -20°F to 400°F in all applications where media temperature within the 1. pipe is excessive, E.G., compressed air line from compressor discharge to aftercooler. BEC PIPING SPEC Compressed Air (CA) Specification Number - 11 AIR DRYER SCHEDULE D-650A ITEM SERVICE C-650A 34 232 122 OP. WT.LBS 88 MANUFACTURER& MODEL NO. BOGE D10A MFR RATEDSCFM MAWP LAT °FPDP -40 EAT °FWBTYPE DESICCANT ELECTRICAL FIXTURE SCHEDULE RECEPTICLE ITEM DESCRIPTION DUPLEX (2) - - -120 MANUFACTURER & MODEL NO. HUBBLE/PASS SEYMOOR LAMP QTY WATTAGETYPE VOLTAGEMOUNTING SURFACE WALL SWITCH OCCUPANCY SENSOR - - -120 HUBBLE/PASS SEYMOORSURFACE LAMPINGQTY 2 1 INT. LIGHT 48" LED - LED 47 120 -CEILING 2 EXHAUST FAN SCHEDULE EF-1 ITEM HP STRTR 2450 0.125 1/4 MOTOR DATA RPM V-PH-HZ 1725 120-1-60 - OP. WT.LBS 37 & MODEL NO. DAYTON CAPACITY CFM ESP WCTYPE WALL AXIAL MANUFACTURER NOTES: CONTROLS BLD.PLC EF-2 2450 0.125 1/4 1725 120-1-60 - 37 DAYTONWALL AXIAL BLD.PLC CONDENSATE CONTAINMENT SCHEDULE TK-651 ITEM OUTSIDE 250 N/A 47 DIMENSIONS (IN) HGT 53 EMPTY WT. LBS 206 & MODEL NO. POLY PROCESSING SAFE TANK CAPACITYGALLONS RATEDPRESS PSITYPE PLASTIC MANUFACTURER NOTES: DOUBLE WALLED PLASTIC TANK WITH 2" CUSTOMER DRAIN CONNECTION, 3" MUSHROOM VENT, AND 2" BULKHEAD FITTING FOR CONDENSATE COLLECTION. PDP-1 PWR. DISTRIBUTION PANEL - - -120 SEIMENSWALL1 NOTES: DRY TANK MOUNTED TO SKID BASE ON PORCH. PSV, GAUGE, TIMER DRAIN AND MANUAL DRAIN PROVIDED AND INSTALLED. NOTES: PACKAGE PRE AND AFTER FILTERS, DEWPOINT MONITOR, SWITCH FAILURE ALARM. D-650B C-650B DESICCANT 34 232 122 -40 88 BOGE D10A AIR COMPRESSOR SCHEDULE C-650A ITEM HP STRTR 30 150 7.5 MOTOR DATA RPM V-PH-HZ 3505 230-1-60 NEMA OP. WT. LBS 646 & MODEL NO. BOGE C7LR 270 MFRRATEDACFM DISCHPRESS PSITYPE SCREW AIR RECEIVER SCHEDULE V-650 ITEM DIA 500 300 36 DIMENSIONS (IN) HGT 117 OP. WT. LBS 1580 & MODEL NO. SAMUEL A10129-300 CAPACITYGALLONS RATEDPRESS PSITYPE VERTICAL MANUFACTURER MANUFACTURER NOTES: COMPRESSORS TO BE PROVIDED WITH COLD WEATHER PACKAGE, PHASE MONITOR RELAY, AND ETHERNET SWITCH, LEAD LAG SEQUENCING, WYE DELTA STARTER. COMPRESSORS COME MOUNTED ON AN 80 GALLON WET TANK. UNIT HEATER SCHEDULE EUH-1 ITEM MBTUCFM 3 21.4 17.1 RPM V-PH-HZ 1650 230-1-60410 OP. WT. LBS 32 & MODEL NO. CHROMALOX HVH-2-21-33-T6-FI-S CAPACITYKW FLATYPE VERT/WALL MANUFACTURER NOTES: MOUNT UNIT HEATERS TO STRUCTURE USING MANUFACTURER'S WALL BRACKET. INSTALL PER MANUFACTURER'S RECOMMENDATIONS C-650B SCREW 30 150 7.5 3505 230-1-60 NEMA 646 BOGE C7LR 270 QTY 1 APPLICATION DRY FLA 28.3 28.3 QTY 1 VB-12 Ball valve, stainless steel ball and stem, FNPT threaded ends, RPTFE seat and seal, stainless steel lever operator. Full port Apollo series 76F-100-A or equal (1/4" thru 3") with lock plate. EXTERIOR GFCI 1SURFACE HUBBLE/PASS SEYMOOR120---DUPLEX 1WALL -120---JUNCTION BOXJB-1 SERVICESCFM 22.4 22.4 V-650A, V-650B HORIZONTAL 80 200 20 72 293 BOGE 2WET SERVICESCFM 37 37 8/24/2023 - - copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent.  A B C D E F 12345678910 A B C D E F 2345678 CHKD BY: AMW 9 WILLIAMS FIELD SERVICES WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING NOTES 1760-M-1A AYC 0 REVISION DRAWN BY: Serial Number 3/7/23 3/8/23- - DRAWING NUMBER MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV DESCRIPTION DWN - - - DATE 0 - ISSUED FOR CONSTRUCTION - - DATE - AMW - -- CHKD -- - LDJ - - - - - - - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV DESCRIPTION DWN 5/30/23 CHKD - DATE - - - - - - -- - - - - -- -- - - - - This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, EQUIPMENT LAYOUT C-17600072302200 BF1760 SECTION A-ASCALE 1 : 16 GFCI TK-651 B-B V-650 M-1A PDP-1 C-C GFCI M-5 GFCI C-650B V-650B EXTERIOR INTERIOR D- 6 5 0 B INTERIOR 1" FNPT CA CONNECTION C C B B SECTION B-B SCALE 1 : 16 CONNECTION V-650 DRAIN LOCATION TK-651 LOCATION TANK PSV W/2" CAM LOCK 2" FNPT TANK INTERIOR GFCI INTERIOR EF-1 EF-2 A-A TK-651 M-1A C-650B D-650A C-650A V-650 D-650B EUH-1 TANK GAUGE LOCATION JB-1 LED INTERIOR LED 1 " 28 8 36" " 16 26 9 " 16 26 9 28 38 " AA 8/24/2023 - AMW 1760-M-1B  A B C D E F 12345678910 A B C D E F 2345678 - 9 NOTES WILLIAMS FIELD SERVICES WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING CHKD BY: CHKD AYC DATE REVISION 0 DRAWN BY:3/7/23 3/8/23 -- DRAWING NUMBER MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV DESCRIPTION DWN Serial Number 5/30/23AMW - DATE - - 0 - - - ISSUED FOR CONSTRUCTION - - - -- - - LDJ - - -- - - - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV DESCRIPTION DWN - - - CHKD - - - DATE - - - - - -- - - - - - - - - This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent. PIPING DETAIL C-17600072302200 BF1760 BACK OF BUI LD I NG LOCK CONNECTION 5 2" FNPT TANK DRAIN W/2" CAM 4 FRO NT OF BUILD I NG CONNECTION 4 PIPE SUPPORT 4. ALL PIPING SUPPORTED BY UNISTRUT IS SECURED WITH U-BOLT AND I-ROD. 5. 316 SS QUARTER TURN BALL VALVE, 3/8" ON ALL DRAINS FOR ISOLATION. 3. TANK. PIPE SUPPORT VARIOUS COMPONENTS REMOVED FOR CLARITY.1. VIEWS SHOW CA PIPING (BLUE) FROM DRYERS AND DRY TANK.2. VIEWS SHOW DRAIN LINES (RED) FROM COMPRESSORS, WET TANKS, DRY TANK, AND CONDENSATE UNISTRUT PIPE SUPPORTS 1" FNPT CA 4 8/24/2023 3 14 " TYP. FOUNDATION SUPPORT LOCATION 3 38 " TYP. FOUNDATION SUPPORT LOCATION 108 14 " TYP. FROM EDGE 178 1116 " 211 18 " 47 116 " 79 716 " 49 916 " PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE 2000 PSF. FIELD VERIFY.1. MINIMUM 28 DAY CONCRETE STRENGTH 2500 PSI.2. PIERS SHALL EXTEND 36" MINIMUM BELOW GRADE OR TO MAXIMUM FROST BEARING DEPTH 3. WHICHEVER IS GREATER. RECOMMENDED FOUNDATION LAYOUT. FINAL LOCATION AND CALCULATION TO BE COMPLETED BY 4. OTHERS. MINIMUM 6 PIERS RECOMMENDED.5. APPROXIMATE BUILDING WEIGHT 12,200#6. RECOMMENDED PIERS MARKED WITH 7. - - copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent.  A B C D E F 12345678910 A B C D E F 2345678 0 CHKD BY: NOTES WILLIAMS FIELD SERVICES WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING 9 DATE AYC DRAWN BY: REVISION AMW 1760-M-33/7/23 3/8/23 - - DRAWING NUMBER MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV DESCRIPTION DWN - -- CHKD - - - - DATE - - AMW0 Serial Number - - ISSUED FOR CONSTRUCTION - - CHKD LDJ - - - -- - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV DESCRIPTION DWN 5/30/23 - DATE -- - - - - - - -- -- - -- - - - - -- This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, ANCHOR BOLT LOCATIONS C-17600072302200 BF1760 3/16 6 DETAILING BY OTHERS FOUNDATION - DESIGN AND TO BE COMPLETED BY OTHERS. DESIGN AND DETAILING STEEL EMBEDDED PLATE PIER SECTION 3/16 72 58 101 " 146" " 12 8 73 7 194 " " 4 63 1 " 16 76 15 " 14 " 8 41 1 25 14 " 8/24/2023 14 316 " 117 12 " 32 1316 " - - copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent.  A B C D E F 12345678910 A B C D E F 2345678 CHKD BY: 9 Serial Number WILLIAMS FIELD SERVICES WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING 1760-M-4 DATE AYC NOTES REVISION DRAWN BY: 0 3/7/23 3/8/23- - DRAWING NUMBER MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV DESCRIPTION DWN LDJ - CHKD AMW - AMW - 0 --- DATE -- - ISSUED FOR CONSTRUCTION - - - - 5/30/23 -- - -- - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV DESCRIPTION DWN - - CHKD - DATE - -- - - - - - - - - -- - - - - - - This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, EXTERIOR ELEVATIONS C-17600072302200 BF1760 NOTES: 1. INTAKE AIR SLEEVES TO THE BUILDING ARE 20 GAUGE GALVANIZED STEEL 2. EXHAUST FAN SLEEVES ARE 20 GAUGE GALVANIZED STEEL WITH AN 18 GAUGE ANGLE ON THE INSIDE FOR THE FAN TO ATTACH TO. 18 GAUGE ANGLE IS SPOT WELDED TO THE SLEEVE 3. ALL DAMPERS AND FANS ARE ATTACHED TO SLEEVE USING A 3/16” X .125 MAX STEEL RIVET 4- PER SIDE (16 TOTAL PER DAMPER) 4. DAMPERS ARE ATTACHED TO TEE BOX USING 5/16” #10 ZINC SCREW 4 PER SIDE (16 TOTAL PER DAMPER) 5. ALL BUILDING PENETRATIONS, INCLUDING DAMPERS FOR SUPPLY AND EXHAUST OPENINGS, ROOF JACKS AND DOORS SHALL BE CAULKED AND FLASHED TO MAKE A WATER TIGHT SEAL. RE: INTERIOR/EXTERIOR PANELING MANUFACTURERS' STANDARD PRODUCT DETAILS. 6. AIR DISCHARGE DIMENSIONS ARE APPROXIMATE DIMENSIONS AND ARE NOT RECOMMENDED FOR PIPE ROUTING PRIOR TO SKID ARRIVAL. 7. APPROXIMATE BUILDING WEIGHT 12,200# EAST ELEVATION 33 14 " 34 316 " PLAN " " 43 216 138 1516 30" WEST ELEVATION GROUNDING LUGS LOCATED ON OPPOSITE CORNERS OF BUILDING DRILL AND TAP 1/2-13 UNC SOUTH ELEVATION REMOVABLE LIFTING LUGS 24" X 24" BUILDING EXHAUST 165 " 139 70 12 " NORTH ELEVATION 10" X 10" WINDOW COMPRESSOR INTAKE 30" X 30" TYP. EXTERIOR LIGHT 8/24/2023 - -1760-M-5  A B C D E F 12345678910 A B C D E F 2345678 NOTES - 9 WILLIAMS FIELD SERVICES WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING 0 DRAWN BY: AYC Serial Number REVISION CHKD BY: AMW 3/7/23 3/8/23 - - DRAWING NUMBER MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV DESCRIPTION DWN - - AMW DATECHKDDATE - - 0 - - ISSUED FOR CONSTRUCTION -- - -- - LDJ - - 5/30/23 - - - - - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV DESCRIPTION DWN - - DATE - - - - CHKD - - -- -- - - -- - - - - - This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent. SECTION DETAIL C-17600072302200 BF1760 3" INSULATED PIR PANEL ENERPAN. SEE ENERPAN DRAWINGS FOR FURTHER WALL LAYOUT DETAILS.1. 1/4" DIAMOND DECK PLATE FLOOR SURFACE.2. W8 SKID MEMBERS.3. 5" CARLISLE SEAL-TITE CLOSED CELL SPRAY FOAM.4. DC-315 INTUMESCENT THERMALS BARRIER (LIQUID APPLIED PRIMER). REFER TO ESR-3702-1 AND COATING 5. MANUFACTURER APPLICATION INSTRUCTIONS. APPLIED AND CURED BEFORE CLOSED CELL SPRAY FOAM INSULATION. PORCH SECTION UNDER DRY TANK NOT INSULATED.6. SECTION C-C SCALE 1 : 8 COMPRESSOR INTAKE LOUVER 3KW HEATER 4 5 2 1 3 6 8/24/2023 45 34 " 88 14 " 130 34 " 173 14 " 21 12 " 13 58 " 33 14 " 12 12 " 63 14 " 77" 58" 7 38 " 16 " " 13 3" 1611 12 15 6" 2 34 " 8" 34 " " 12 6 6 12 " BACKING PLATE WELDED TO INSIDE OF BEAM BEHIND EACH LIFTING POINT. - - 1760-S-1  A B C D E F 12345678910 A B C D E F 2345678 CHKD BY: DRAWN BY: NOTES WILLIAMS FIELD SERVICES WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING DATE AMW AYC -REVISION 9 Serial Number 3/7/23 3/8/23- - DRAWING NUMBER MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV DESCRIPTION DWN - - CHKD 0 - DATE - 0 - - ISSUED FOR CONSTRUCTION - - - AMW - - - 5/30/23LDJ - - DATE - - - - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV DESCRIPTION DWN -- CHKD -- -- -- ---- - - - - - - - -- - This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent. SKID BASE C-17600072302200 BF1760 LIFTING LUG & BACKING PLATE DETAIL SEE S-3 FOR MORE INFORMATION BILL OF MATERIAL ITEM QUANTITY SCH/REG SIZE DESCRIPTION 1 2 W8X24 N/A W8X24 BEAM - 216 1/2" LONG 2 6 W8X24 N/A W8X24 BEAM - 119 3/4" LONG 3 14 4X3 .25" 4X3 ANGLE IRON - 42 1/4" LONG 4 3 4X3 .25" 4X3 ANGLE IRON - 39 3/4" LONG 5 2 .25" N/A .25" DIAMOND DECK PLATE - 83 11/16" X 119 1/2" 6 1 .25" N/A .25" DIAMOND DECK PLATE - 38" X 119 1/2" 7 4 N/A N/A REMOVABLE LIFTING LUG 8 2 2x2 .25" 2X2X.25" SQUARE TUBE PIPE SUPPORTS DETAIL D SCALE 1 : 4 3/4" PLATE 5/16" 5/16" 7 18 " TYP. 81 7 " TYP. 78 " TYP. X4 DETAIL C SCALE 1 : 4 4" TYP. 4" TYP. 87 " TYP. X4 1 1516 " A B 3 1 1 2 2 2 2 2 23 3 3 3 3 3 3 3 3 3 3 4 4 3 4 5 5 6 3 12 " TYP. " 4 44 3 " 16 96 7 " 16 45 9 " 4 61 3 " 54" 72" 15 77 90" 16 78 4 " 3 " TYP. 12 3 3 27 116 " SKID END DETAIL D 8 8 2 119 24" 1 " OVER ALL 2 126 1 " DECK PLATE 25 516 " VERIFY WITH TANK INLET CONNECTION 1" " 2 " 6 6 1 12 78 " DETAIL A SKID SIDE DETAIL FLANGE TYPICAL 12 DETAIL B BASIC CHANNEL PLACES ATTACHMENT PERIMETER EVERY 12" ALONG SIDE DECK PLATEDECK PLATE WALL PANELS. BOLT BASIC CHANNEL FOR OUTER PERIMETER 1/4 FLANGEFLANGE TO 1/4 1/4 TYPICAL FLANGE TO C 1 " 4" " OVER ALL 2 216 1 11 83 8" DECK PLATE TYP. X2 16 38" DECK PLATE 8 316 " 8/24/2023 26 18 " 56 14 " 86 38 " 38° 5 78 " 2" 38° 2 34 " 1 4 ° FRONT OF BUILDING 1/4FCAW TYP. 2 98 1 2 " 1 168 " VERIFY WITH BUILDING 113 916 " VERIFY WITH BUILDING DETAIL B DETAIL C 116 15 " 2 112 1 1 120 76° " " VERIFY WITH BUILDING 2 " 16 14° " 16 14 1 7 1 62 18 " BACK OF BUILDING 82 34 " 7 5 6 3 2 1 4 5 9 8 DETAIL B SCALE 1 : 4 DETAIL C SCALE 1 : 4 -- copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent.  A B C D E F 12345678910 A B C D E F 2345678 1760-S-2 0 9 WILLIAMS FIELD SERVICES WILLIAMS BUILDING 1 INSTRUMENT AIR BUILDING - DRAWN BY: AYC NOTES REVISION AMW CHKD BY: 3/7/23 3/8/23 - - DRAWING NUMBER MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV DESCRIPTION DWN DATECHKDDATE Serial Number 0 - - - - - ISSUED FOR CONSTRUCTION - - - -- AMW -- - LDJ - - - 5/30/23 - - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV DESCRIPTION DWN - - - CHKD - - - - - DATE - - - - - -- - - - - - - - This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, INTERIOR STRUCTURE C-17600072302200 BF1760 BILL OF MATERIAL ITEM QUANTITY SCH/REG SIZE DESCRIPTION 1 2 0.25" 4X3 4X3 RECTANGULAR TUBE - 7 1/16" LONG 2 6 0.25" 4X3 4X3 RECTANGULAR TUBE - 98 1/2" LONG 3 1 0.25" 4X3 4X3 RECTANGULAR TUBE - 112 1/2" LONG 4 6 0.25" 4X3 4X3 RECTANGULAR TUBE - 62 1/8" LONG 5 4 0.25" 4X3 4X3 RECTANGULAR TUBE - 79 3/4" LONG 6 1 0.25" 4X3 4X3 RECTANGULAR TUBE - 14 1/16" LONG 7 11 0.120" 4X2 4X2 RECTANGULAR TUBE - 79 3/4" LONG 8 2 0.120" 4X2 4X2 RECTANGULAR TUBE - 112 1/2" LONG 9 1 N/A 1 5/8" 1 5/8" UNISTRUT - 60" LONG 8/24/2023 35° MAX 61 1116 " SECURE TO TRAILER FROM BEAM FLANGE WITH CHAINS 99 58 " 66 716 " 1. DRY TANK SHIPPED BOLTED TO SKID. PSV SHIPPED LOOSE. BLACKHAWK EQUIPMENT WITH BUILDING AND EQUIPMENT 4. REMOVE ALL RIGGING AND SHACKLES WHEN BUILDING HAS BEEN PLACED PROPERLY IN PLACE. 5. LIFTING LUGS AND HARDWARE PROVIDED BY BLACKHAWK EQUIPMENT. 6. LIFTING LUG BOLTS TO BE TORQUED TO 150 LB-FT. RIGGING & INSTALLATION INSTRUCTIONS SIDING. 3. SLOWLY LIFT BUILDING TO TARGET SITE. DO NOT LIFT HIGH. 4. SHACKLES SIZED FOR THE WEIGHT OF THE BUILDING. 3. SECURING POINT SHOWN IS ONLY FOR REFERENCE, TRANSPORT COMPANY IS RESPONSIBLE FOR SAFE 6. SLING PROVIDER TO CONFIRM SHACKLE FITS THROUGH HARD/SOFT EYE. 5. ALL WIRE LOAD SPECIFICATIONS TO BE STATED IN SAFE WORKING LOAD NOT MINIMUM BREAKING LOAD. DRAWN BASED ON BEST PRACTICE. WITH THE DRIVER, FIND A 3 RING BINDER PROVIDED BY OUT OF THE BUILDING. LIFTING LUGS SHOULD BE WITH DRIVER. ALSO INSIDE THE BUILDING FIND GOOSENECKS FOR DUCTINGWORKERS ARE AT A DISTANCE NO LESS THAN THE HEIGHT OF THE BUILDING. TRANSPORT PERMIT. 7. ALL HARDWARE MUST BE USED WITH EACH LIFTING LUG, 4 BOLTS PER LUG. 4. KNOW THE SAFE LIFTING CAPABILITIES OF THE LIFTING EQUIPMENT.5. AVOID SHARP BENDS AND PINCHING ON ALL SLINGS, USE THIMBLES AND SOFTENERS. 3. WOOD BLOCKS OR OTHER GUARDS TO AVOID DAMAGE BETWEEN SLINGS AND BUILDING. HARDWARE. 6. AFTER FITTING RIGGING A TRIAL LIFT IS TO BE EXECUTED TO CHECK LOAD BALANCE. LIFT SHALL NOT 8. A CRANE OPERATOR ASSISTANT IS RECOMMENDED TO ASSIST IN GUIDING OR DIRECTING THE BUILDING.SLINGS.7. USE OF TAG-LINES TO CONTROL THE LOAD IS REQUIRED, SECURE TO THE LOAD, NOT TO RIGGING 1. CONFIGURE RIGGING TO AVOID CONTACT WITH THE BUILDING. 2. OPERATIONS AND APPROPRIATE OSHA RULES AND STATE OR CITY CODE IF NEEDED. NECESSARY TO KEEP RIGGING AWAY FROM D. RECOMMENDED RIGGING ARRANGEMENT 2. TEST LIFT BUILDING AND CHECK LOAD FOR LEVEL, ADJUST RIGGING IF NECESSARY. 4. THE LIFTING LUGS SHOULD BE REMOVED AFTER RIGGING, LUGS MAY MAKE THE BUILDING TOO WIDE FOR AND STRAPS/CABLES. USE WOOD BLOCKS IF MAINTAIN CLEARANCE BETWEEN BUILDING EXECUTION OF LIFT. CLEARANCE ISSUES. 5. LOW DECK TRAILER RECOMMENDED FOR TRANSPORTATION OF BUILDINGS DUE TO POSSIBLE HEIGHT/ 3. SUPPLY OF SLINGS TO COMPLY WITH BS302. 4. IN THE ABSENCE OF ANY OTHER ACCEPTABLE STANDARD THE ABOVE SHALL BE USED. THIS DRAWING IS 3. THE BUILDING MUST BE HANDLED BY TRAINED AND AUTHORIZED CRANE OPERATORS ONLY. CERTIFICATES EQUIPMENT SHALL NOT BE HELD LIABLE. 1. RIGGING DESIGN IN ACCORDANCE WITH ANSI/ASME B30.9 AND B30.20 RULES FOR PLANNIG AND 2. SPREADER BAR, 12'' WIDER THAN THE BUILDING ROOF WIDTH. 1. LIFTING SLINGS, SIZED FOR THE WEIGHT AND HEIGHT OF THE BUILDING. C. REQUIRED MATERIAL FOR SAFETY USE ONLY OSHA APPROVED RIGGING AND TIE DOWN OF THE BUILDING TO THE TRAILER FOLLOWING COMPANY STANDARDS. HOLE ON THE SKID BASE. REMOVE AND USE TO ATTACH HARDWARE SHALL BE LOCATED IN ITS APPROPRIATE BOLT INFORMATION. MUST BE DELIVERED BEFORE ANY LIFT. A. STANDARD NOTES FOR RIGGING SUPPLIER LIFTING LUGS. EXCEED 12'' ABOVE GRADE. B. STANDARD COMPANY GUIDELINES 1. CHECK AND SECURE RESTRICTED/CONFINED WORK AREA. ALL TRUCKS/CRANES SHALL BE LOCATED ON SITE OR WITHIN BARRICADED AREA AND NO LIFTING SHALL BE DONE OVER PEDESTRIANS, VEHICLES, AND ADJACENT BUILDINGS. 2. BEFORE MOVING THE BUILDING, MAKE SURE THAT THE ROUTE IS CLEAR OF ALL OBSTRUCTIONS AND E. SETTING BUILDING ON TRANSPORT TRAILER 1. ENSURE THAT THE BULILDING IS SITTING ON THE SUPPORT BEAMS OF BUILDING BASE TO THE PLATFORM OF TRAILER, IN OTHERWISE USE SHIMS OR WOOD BLOCKS.2. CHAIN BUILDING FROM BEAM FLANGES, MINIMUM OF 4 CORNERS. DO NOT OFF LOAD OR MOVE BUILDING WITHOUT READING THIS INFORMATION. FAILURE TO FOLLOW THE SPECIFICATIONS LISTED WITHIN COULD RESULT IN DAMAGE TO THE ENCLOSURE AND/OR RESULT IN PERSONAL INJURY OF WHICH BLACKHAWK APPROXIMATE BUILDING WEIGHT: 12,200# - DESCRIPTION - - 1760-R-1  A B C D E F 12345678910 A B C D E F 23456 8 - 7 NOTES 0 WILLIAMS FIELD SERVICES CHKD BY: - DRAWN BY: - AYC REVISION 9 Serial Number DATE - - 3/7/23 3/8/23 DRAWING NUMBER MODEL NUMBER: NO REPRESENTATION OR WARRANTY IS MADE REGARDING THE ACCURACY OF THIS DRAWING IN ANY PARTICULAR. REFERENCE DRAWINGS REV AMW WILLIAMS BUILDING 1 DESCRIPTION DWN DATE 0 CHKD - - - INSTRUMENT AIR BUILDING ISSUED FOR CONSTRUCTION - LDJ - AMW - - -- - - - 5/30/23 - - - - - PREPARED BY: BLACKHAWK EQUIPMENT TITLE LICENSE NO. REV - - DWN - CHKD DATE - - - - - - -- - - - - - -- - - This drawing is owned by Blackhawk Equipment Corporation and is loaned solely for confidential use. Recipient promises and agrees to return this drawing upon request and agrees that it shall not be reproduced, copied, loaned or otherwise disposed of, nor used for any purpose other than that for which it is furnished without express written consent. RIGGING C-17600072302200 BF1760 8/24/2023