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Home My WebLink AboutCompressor Building #1 - Permit Set DrawingsNOT BE DUPLICATED, OR COPIED IN ANY WAY, NOR MAY ANY OF THE INFORMATION CONTAINED HEREIN BE THE DESIGN REFLECTED ON THIS DRAWING WAS ORIGINATED BY AND IS THE EXCLUSIVE PROPERTY OF HENNIG INCORPORATED. IT IS FURNISHED FOR INFORMATION PURPOSES TO HENNIG CUSTOMERS ONLY AND MAY PASSED ON TO UNAUTHORIZED PERSONS WITHOUT THE APPROVAL OF HENNIG INCORPORATED. APPROVAL DRAWING NOTICE SENT FROM HENNIG ENCLOSURES ON 2/17/2021 CUSTOMER PO NUMBER P145847 HENNIG S/O NUMBER 0195114 GENERATOR MODEL - COLOR SELECTION MANUFACTURE OF THE ITEMS SHOWN IN THIS DRAWING CANNOT START UNTIL THIS DRAWING IS RECEIVED AT HENNIG WITH CUSTOMER APPROVAL. ANY ALTERATIONS MUST BE INITIALED AND WILL BE SUBJECT TO HENNIG REVIEW. SIGNED AS APPROVED _________________DATE _________________________________ [23.25] .000.000 44.001117.660.501536.785.00215994.002387.6101.502578.1123.003124.2136.753473.5147.003733.819.63498.5 35.00889 67.001701.8 94.502400.3 2920.9115.00 1.6341.3 Clearance to Roof 129.383286.1 To CoalescingElements Shipment Weights (LBS) Enclosure Base Total 26,140 13,100 39,240 Project: South Yarmouth SHEET 1 OF 2, REV C Notes:Weather Enclosure1.Enclosure Powdercoated, Color TBD2.Designed for 183 Wind mph for 3 sec gust (ASCE 7-05), 40 lb/sqft 3.Roof Capacity. ITEM NO. QTY.PART NUMBER Supplied By Installed By 1 1 7 Ga. Steel Panels with Mineral Wool Insulation Hennig Hennig 2 1 Single Door, 36 in x 84 in, UL Listed Internal Panic Bar, RH Key Locking Hennig Hennig 3 2 Double Door 120 in x 102 in, UL Listed Internal Panic Bar, Key Locking. Hennig Hennig 4 1 Base Weldment Vilter Hennig 5 1 Louver 14 X 25 X 6 Frame Intake Vilter Hennig 6 1 Louver 36 X 45 X 6 Frame Intake Vilter Hennig 7 1 CUE-099-B Greenheck Roof Exhaust Fan Vilter Hennig 8 1 CUE-141-A Greenheck Roof Exhaust Fan Vilter Hennig Datum Line [Unit 1 <201-LNG-7>] [Unit 2 <211-LNG-7>] [Unit 2 <211-LNG-1>][Unit 1 <201-LNG-1>] [Unit 2 <211-LNG-5>][Unit 1 <201-LNG-5>] [Unit 2 <211-SV-101>] [Unit 1 <201-SV-101>] [Unit 2 <212-CGS-1>] [Unit 1 <202-CGS-1>] [Unit 2 <212-CGS-2>] [Unit 1 <202-CGS-2>] [Unit 2 <212-CGR-1>][Unit 1 <202-CGR-1>] [Unit 2 <216-IAS-1>][Unit 1 <206-IAS-1>] FOR: NATIONAL GRIDPROJECT NAME: SOUTH YARMOUTH PROJECTVILTER SALES ORDER NO.: S245884EQUIPTMENT: PACKAGE ENCLOSURE ORDINATE DIMENSIONS, IN RIGHT HAND VIEW, ARE CRITICAL.THESE DIMENSIONS MUST BE CHECKED, VARIFIED ANDSIGNED OFF PRIOR TO PRESSURE TESTING. CONTACT ENGINEERINGIF AN ITEM IS FOUND OUT OF TOLERANCE. AS BUILT DIMENSIONSARE TO BE RECORDED ON DRAWING IN THE SPACE PROVIDEDNEXT TO THE DIMENSION. THE MARKED UP DRAWING IS TO BE RETURNED TO ENGINEERING ONCE UNIT IS COMPLETE. ALLCUSTOMER INTERFACE DIMENSIONS ARE TO BE +/- 1" DWG DIMENSION CHECKED DIMENSION Notes:Weather Enclosure1.Enclosure Powdercoated, Color TBD2.Designed for 183 Wind mph for 3 sec gust (ASCE 7-05), 40 lb/sqft 3.Roof Capacity. Project: South Yarmouth SHEET 1 OF 2, REV C Datum Line Datum Line 171.56.75 FOR 2" CL.300 PIPESPOOL & FLANGE 178.004521.2 Shipping Width SPOOL & FLANGE 12.75 FOR 6" CL.300 PIPE323.9 3632.2143.00 Shipping Height 7.75 196.9FOR 3" CL.150 PIPE SPOOL & FLANGE SPOOL & FLANGEFOR 2" CL.150 PIPE 6.25158.8 130.25.13 FOR 1" CL.300 PIPESPOOL & FLANGE SPOOL & FLANGE FOR 1" CL.300 PIPE 5.13130.2 SPOOL & FLANGEFOR 2-1/2" CL.150 PIPE 7.25184.2 SPOOL & FLANGE FOR 2-1/2" CL.150 PIPE 7.25 184.2 4.13104.8 FOR 3/4" CL.150 PIPESPOOL & FLANGE Gen-Set Make:- Vilter D C B AA B C D 12345678 8 7 6 5 4 3 2 1 E F E F Drawing No.: Checked By: Drawn By: Customer: Date: Date: MACHESNEY PARK, ILLINOIS -2/17/2021 2/17/2021 CG DJT Gen-Set Size: GE-1521 SUBMITTAL ALL DIMENSIONS ARE IN MM [INCHES]- UNLESS OTHERWISE SPECIFIED Hennig Enclosure Systems HENNIG INCORPORATED. DO NOT SCALE THE DRAWING www.hennigenclosuresystems.com THE DESIGN REFLECTED ON THIS DRAWING WAS ORIGINATED BY AND IS EXCLUSIVE PROPERTY OF HENNIG INCORPORATED. IT IS FURNISHED FOR INFORMATION PURPOSES TO HENNIG CUSTOMERS ONLY AND MAY NOTBE DUPLICATED, OR COPIED IN ANY WAY, NOR MAY ANY OF THE INFORMATION CONTAINED HEREIN BE PASSED ON TO UNATHORIZED PERSONS WITHOUT THE APPROVAL OF Weather Walk-In Internal Panic Bar, Key Locking (2) Single Door, 36 in x 84 in, Double Door 120 in x 102 in, UL ListedHennig Installed UL Listed Internal Panic Bar, CUE-141-A Greenheck Roof Exhaust Fan RH Key Locking CUE-099-B Greenheck Roof Exhaust FanCustomer Suppied Louver, 14 X 25 X 6 Datum Line 79.502019.3108.002743.2 76.24 8900 1936.5 350.39 Shipping Length9263.4 364.70 635 25.00 14.00 355.6 3048 120.00 36.00 914.4 736.6 29.00 131.00 3327.4From Datum to Enclosure InteriorCeiling AA Removable Access Panel, Removable Interior Truss Bracket Datum Line 3524.3138.75 207.755276.9 SECTION A-A Mineral Wool Insulation 0.040" Perforated Aluminum 24.00 609.6 4.47113.6 7Ga Steel Panels NOT BE DUPLICATED, OR COPIED IN ANY WAY, NOR MAY ANY OF THE INFORMATION CONTAINED HEREIN BE THE DESIGN REFLECTED ON THIS DRAWING WAS ORIGINATED BY AND IS THE EXCLUSIVE PROPERTY OF HENNIG INCORPORATED. IT IS FURNISHED FOR INFORMATION PURPOSES TO HENNIG CUSTOMERS ONLY AND MAY PASSED ON TO UNAUTHORIZED PERSONS WITHOUT THE APPROVAL OF HENNIG INCORPORATED. Datum Line Project: South Yarmouth SHEET 2 OF 2 REV C Datum Line Customer Supplied Louver, 36 X 45 X 6 Hennig Installed Datum Line 269.256839 914.3 36.00 1143 45.00 3378.2 133.00 3048 120.00 52.001320.8 Datum Line Bulkhead Plate Datum Line 6.00152.4 14.00355.6 50820.00 111.002819.4 Hardware. Supplied and Installed by Hennig SCALE 1 : 5 Drain Pan SECTION D-D Enclosure Walls Enclosure-Base Connection Plate and Lifting Base, Customer Supplied Removable Access Panel,Removable Interior Truss Bracket Datum Line 271.50 6896.1 7308.4 287.73 965.2 38.00 965.2 38.00 123.003124.2 DD - D C B AA B C D 12345678 8 7 6 5 4 3 2 1 E F E F Drawing No.: Checked By: Drawn By: Customer: Date: Date: MACHESNEY PARK, ILLINOIS ALL DIMENSIONS ARE IN MM [INCHES]- UNLESS OTHERWISE SPECIFIED Hennig Enclosure Systems Gen-Set Make: 2/17/2021 - DJT Vilter Gen-Set Size: 2/17/2021 HENNIG INCORPORATED. DO NOT SCALE THE DRAWING CG GE-1521 SUBMITTAL www.hennigenclosuresystems.com THE DESIGN REFLECTED ON THIS DRAWING WAS ORIGINATED BY AND IS EXCLUSIVE PROPERTY OF HENNIG INCORPORATED. IT IS FURNISHED FOR INFORMATION PURPOSES TO HENNIG CUSTOMERS ONLY AND MAY NOTBE DUPLICATED, OR COPIED IN ANY WAY, NOR MAY ANY OF THE INFORMATION CONTAINED HEREIN BE PASSED ON TO UNATHORIZED PERSONS WITHOUT THE APPROVAL OF Weather Walk-In XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXX X X X X X X X X X X XXXXO H P OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP ////////////////////UE UE UE UE UE UE UE UE UE UE UE UEWWW WUEXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOH P OH POHPOHPOHPOHPOHP 3525 ////////////UE U E U E UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUE UE UE UE UE UE UE UE UE UE UEUE 37 35 38 38 35 30 EXISTING FENCE EXISTING LNG TANK PIPE RACK AREA TOC = 35.50 SEE STRUCTURAL AND MECHANICAL PLANS FOR ADDITIONAL INFORMATION EXISTING COMPRESSOR BLDG X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PRE-FABRICATED COMPRESSOR BUILDING TOC = 35.50 PRE-FABRICATED COMPRESSOR BUILDING TOC = 35.50 FIN FAN COOLER/GLYCOL PUMP AREA TOC = 35.50 PRE-FABRICATED MCC BUILDING TOC = 34.25 8" HEAVY DUTY CONCRETE PAVEMENT EXISTING FENCE TO BE RELOCATED 10' SOUTH EXISTING STAIRWAY EXISTING OVERHEAD PIPELINES GRAVEL DRIVE ADJUST EXISTING GRAVEL TO SLOPE AWAY FROM STRUCTURES IF NECESSARY TOC 35.50 TOC 35.50 EOC 34.39 SLOPE CONCRETE AWAY FROM FOUNDATIONS AND TIE DOWN TO EXISTING GRADE. ADJUST EXISTING GRAVEL TO SLOPE AWAY FROM STRUCTURES IF NECESSARY. EL 33.75 EL 33.40 EL 33.75 EL 33.54 EL 33.63 EL 33.46 EL 33.65 EL 33.35 SAWED CONTROL JOINT (TYP) SEE DETAIL 9/S-100-08 EL 33.75 EXISTING AMBIENT BOIL-OFF GAS HEATER EOC 34.57 EOC 34.25 EOC 34.15 EOC 34.19 EOC 34.03 EOC 34.11 EOC 34.26 EOC 34.40 EOC 34.46 EOC 34.98 EOC 34.71 EOC 35.10 EOC 35.90 EOC 35.90 EOC 35.80 EOC 35.26 EOC 35.16 EOC 35.26 EOC 34.82 EOC 34.98EOC 34.70 EOC 34.85 EOC 34.73 EOC 34.54 EOC 34.48 FOC 34.79 FOC 35.25 FOC 34.92 EOC 35.36 EOC 36.00 EOC 36.00 EOC 35.20 FOC 34.79FOC 34.64 FOC 35.50 EL 34.15 EOC 35.50FOC 35.50FOC 35.40 FOC 35.40 LP 35.25 SEE NOTE 7 FOC 35.50HP 35.50 FOC 35.30LP 35.25 SEE NOTE 8 FOC 35.30 FOC 35.08 FOC 35.30LP 35.25 SEE NOTE 8 FOC 35.30 EL 34.39 -2.0%-2.1%0.4%-1.3%-0.9%-0.6%-1.0%EOC 35.50EOC 35.25 EOC 35.35 EOC 35.50 EOC 35.50 INSTRUMENT AIR COMPRESSOR SKID TOC = 36.00-1.0%1/8" PER FT.1/8" PER FT.1/8" PER FT. SEE NOTE 8 BOLLARD (TYP) SEE STRUCTURAL FOR DETAIL BOLLARD (TYP) SEE STRUCTURAL FOR DETAIL BOLLARD (TYP) SEE STRUCTURAL FOR DETAIL TOP OF CONCRETE TO MATCH EXISTING TOP OF GRAVEL TOP OF CONCRETE TO MATCH EXISTING TOP OF GRAVEL SLOPE CONCRETE AWAY FROM FOUNDATIONS AND TIE DOWN TO EXISTING GRADE. ADJUST EXISTING GRAVEL TO SLOPE AWAY FROM STRUCTURES IF NECESSARY. - 1 . 9% EL 33.43 EXISTING GRAVEL EXISTING GRAVEL TOP OF CURB: 36.00 TOP OF CURB: 36.00 TOP OF CURB: 36.00 EXISTING CONCRETE SIDEWALK 10'PROPOSED FENCE LOCATION 5'5'34.5'6.6'32'16'5'12.12'STAIR LANDING 2" REVEAL STAIR LANDING 2" REVEAL 5'11.11'10.5'41'21.93'29.02'5.35'4'6'5'5'14'5'EOC 34.89 TOC 34.06 TOC 34.42 -1.0%TOC 35.42 TOC 35.50 TOC 35.42 10' WIDE ASPHALT RAMP GRADE FROM TOP OF CURB TO TOP OF CONCRETE AT 7.5% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE -1 . 0%-1.0%-1 .0% -7.5% FOC 34.99 LP 35.24 SEE NOTE 9 LP 35.24 SEE NOTE 9-2.0%-1.8%-2.9%-2.0%TOC 34.75 TOC 35.20 35 35 35 35 BOLLARD (TYP) SEE STRUCTURAL FOR DETAIL BOLLARD (TYP) SEE STRUCTURAL FOR DETAIL DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR 4321 C B A 8567 D ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER FILENAME SCALE SHEET 24x36 BORDER S. YARMOUTH BOG COMPRESSOR UPGRADE CIVIL SITE AND GRADING PLAN C-100-02.dwg 1" = 10'C-100-0210204667 A. DHAR P. SCHOENECKER C. COWGILL F. SADLER 0 05/28/2021 ISSUED FOR CONSTRUCTION 10100 20 SCALE IN FEET LEGEND: CONCRETE PAVEMENT EXPANSION JOINT CONSTRUCTION JOINT EXISTING CONTOUR PROPOSED CONTOUR EXISTING FENCE PROPOSED FENCE SILT FENCE PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION BOLLARD GENERAL NOTES: 1.SEE STRUCTURAL PLANS STARTING ON SHEET S-100-01 FOR ADDITIONAL INFORMATION ON FOUNDATIONS. 2.CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL PROPOSED STRUCTURES AND TIE TO EXISTING GRADES WITH AT NO MORE THAN 10.0% GRADE. 3.CONCRETE EXPANSION JOINTS ARE TO BE INSTALLED WHERE CONCRETE PAVEMENT IS ADJACENT TO CONCRETE FOUNDATIONS AND AS SHOWN. 4.CONCRETE CONSTRUCTION JOINTS ARE TO BE INSTALLED WITH A MAXIMUM SPACING OF 10' AS SHOWN. 5.CONTRACTOR IS TO ADJUST EXISTING GRAVEL AREAS TO PROVIDE POSITIVE DRAINAGE AWAY FROM PROPOSED FOUNDATIONS. 6.ANY EXISTING PAVEMENT DISTURBED DURING CONSTRUCTION IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 7.GLYCOL CATCHMENT AREA TO BE SLOPED 18" PER FOOT TO PROVIDE POSITIVE DRAINAGE TO THIS LOCATION. A MANUALLY ACTUATED 2" BALL VALVE TO BE INSTALLED TO DRAIN THE CATCHMENT AREA. SEE STRUCTURAL FOR DETAIL. 8.PIPE RACK AREA TO BE SLOPED 18" PER FOOT TO PROVIDE POSITIVE DRAINAGE TO THIS LOCATION. A MANUALLY ACTUATED 2" BALL VALVE TO BE INSTALLED TO DRAIN THE CATCHMENT AREA. SEE STRUCTURAL FOR DETAIL. 9.PRE FABRICATED COMPRESSOR AREA TO BE SLOPED TO PROVIDE POSITIVE DRAINAGE TO THIS LOCATION. A MANUALLY ACTUATED 2" BALL VALVE TO BE INSTALLED TO DRAIN THE CATCHMENT AREA. SEE STRUCTURAL FOR DETAIL. EL 35.00 EL 35.00 ABBREVIATIONS: HP: HIGH POINT LP: LOW POINT FOC: FACE OF CURB EOC: EDGE OF CONCRETE TOC: TOP OF CONCRETE X X X X SF SF PATRICK SCHOENECKER PATRICK SCHOENECKER NO. 55528NO. 55528 PRREO EF NE IS GS NIOE N LAP RREO EF NE IS GS NIOE N LA F MO H ATSLSAAECWHN UOSEMTMTOSC F MO H ATSLSAAECWHN UOSEMTMTOSCRDEEGIRSETRDEEGIRSET CIVILCIVIL 5.28.21 NONE 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER S-000-01 10204667-00-S.rvt 10204667 A. DHAR STRUCTURAL GENERAL NOTES AND SPECIFICATIONS M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI SCOPE 1. THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ANSWERED IN WRITING PRIOR TO CONSTRUCTION. APPLICABLE SPECIFICATIONS AND CODES 1. MASSACHUSETTS STATE BUILDING CODE 780 CMR 9TH EDITION (INTERNATIONAL BUILDING CODE, IBC 2015) WITH ALL APPLICABLE EDITIONS OF THE CODE REFERENCED STANDARDS. 2. NFPA 59A 2001 CFR 193 3. ACI 318-14 STRUCTURAL CONCRETE 4. ASCE 7-10 MINIMUM DESIGN LOADS 5. ASCE 32-01 DESIGN OF FROST PROTECTED SHALLOW FOUNDATIONS 6. LOCAL JURISDICTION AMENDMENTS 7. AISC STEEL CONSTRUCTION MANUAL 14th EDITION 360-10 8. 49 CFR PART 193-LIQUEFIED NATURAL GAS FACILITIES: FEDERAL SAFETY STANDARDS DESIGN CRITERIA 1. APPLIES TO ALL STRUCTURES (UNO) 2. DEAD LOAD: A. DEAD LOAD: 20 PSF B. COLLATERAL LOAD: 15 PSF 3. LIVE LOAD: A. SLAB ON GRADE: 250 PSF B. ROOF (SNOW): 25.2 PSF C. ELEVATED GRATING: 150 PSF 4. WIND PER CFR 49/ASCE 7-05: A. RISK CATEGORY: IV B. NOMINAL WIND SPEED: a. Vasd = 183 MPH b. SUSTAINED = 150 MPH C. EXPOSURE: C D. STRUCTURES ARE ENCLOSED EXCEPT AT PIPE RACK PLATFORM AND MISCELLANEOUS SUPPORTS WHICH ARE OPEN AS SHOWN IN CONTRACT DRAWINGS. 5. SEISMIC: A. ABOVE GRADE STRUCTURES: a. RISK CATEGORY: IV b. IMPORTANCE FACTOR: 1.50 c. SPECTRAL RESPONSE ACCELERATION, SS: 0.147g d. SPECTRAL RESPONSE ACCELERATION, S1: 0.054g e. SITE CLASS: D f. SPECTRAL RESPONSE COEFFICIENT, SDS: 0.157 g. SPECTRAL RESPONSE COEFFICIENT, SD1: 0.086 h. SEISMIC DESIGN CATEGORY: C i. RESPONSE MODIFICATION COEFFICIENT(S), STEEL ORDINARY MOMENT FRAMES R: 3.0, STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE R: 3.0 j. RESPONSE COEFFICIENT(S), CS: 0.078 k. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE l. SEISMIC BASE SHEAR (PIPE RACK): 2.5 K 6. SNOW LOAD: A. GROUND SNOW LOAD, Pg: 30 PSF B. FLAT ROOF SNOW LOAD, Pf: 25.2 PSF C. EXPOSURE FACTOR, Ce: 1.0 D. IMPORTANCE FACTOR: Is: 1.2 E. THERMAL FACTOR, Ct: 1.0 F. FROST DEPTH: 48" 7. THE FOLLOWING GEOTECHNICAL REPORT WAS DEVELOPED FOR THIS PROJECT AND IS THE BASIS OF THIS STRUCTURAL DESIGN: A. GEOTECHNICAL FIRM NAME: HDR, INC B. ADDRESS: 99 HIGH STREET, SUITE 2300, BOSTON, MASSACHUSETTS 02110-2378 C. REPORT: SOUTH YARMOUTH LNG STORAGE AND DISTRIBUTION FACILITY - BOIL-OFF GAS COMPRESSOR UPGRADE PROJECT - GEOTECHNICAL ENGINEERING REPORT. D. REPORT DATE: SEPTEMBER, 2020 E. ALLOWABLE SOIL BEARING PRESSURE: 4000 PSF SAFETY 1. SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE LOADS ONLY AS A COMPLETED STRUCTURE. OPENINGS 1. OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN. STRUCTURAL OBSERVATIONS 1. STRUCTURAL OBSERVATION WILL BE IN ACCORDANCE WITH IBC SECTION 1704. STRUCTURAL OBSERVATION WILL BE PERFORMED BY A REGISTERED PROJECT DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY REQUIRED SPECIAL INSPECTIONS OR INSPECTIONS BY THE BUILDING OFFICIAL. STRUCTURAL OBSERVATION REPORTS, NOTING ANY DEFICIENCIES, WILL BE DELIVERED TO THE CONTRACTOR, WITHIN ONE WEEK OF THE OBSERVATION. THE CONTRACTOR WILL BE NOTIFIED ON-SITE OR BY PHONE OR EMAIL WITHIN 24 HOURS UPON FINDING DEFICIENCIES. CONFLICTS 1. IF THERE ARE CONFLICTS BETWEEN CONTRACT DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT INTERPRETATION SHALL CONTROL. CONCRETE 1. DESIGN STRENGTHS A. F'c = 4,500 PSI B. Fy = 60,000 PSI 2. UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS: A. CONCRETE DEPOSITED AGAINST EARTH = 3" B. ALL OTHER = 2" C. SEE DRAWINGS FOR EXCEPTIONS D. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS. 3. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN. 4. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES AND 1/2" CHAMFERS AT JOINTS AS SHOWN. NOT ALL CHAMFERS MAY BE SHOWN ON DRAWINGS. 5. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED. 6. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A MASSACHUSETTS STATE REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW AND APPROVAL BY THE ENGINEER. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE. 7. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL ENGINEER. 8. ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL DOCUMENTS SHALL COMPLY WITH CHAPTER 17 OF ACI 318-14 AND CHAPTER 19 OF THE IBC AND SPEC 03 15 19. 9. PRIOR TO INSTALLING POST INSTALLED ANCHORS INTO CONCRETE, THE CONTRACTOR SHALL LOCATE REINFORCING. DO NOT DAMAGE CONCRETE REINFORCING. 10. SEE CIVIL DRAWINGS FOR ALL EXTERIOR PAVING AND FLATWORK. STRUCTURAL STEEL 1. DESIGN STRENGTHS A. WIDE FLANGE AND TEES: Fy = 50 KSI B. PIPES: Fy = 35 KSI C. STAINLESS STEEL: Fy = 33 KSI D. HSS SECTIONS: Fy = 46 KSI E. ALL OTHER PLATES AND SHAPES: Fy = 36 KSI 2. ALL CONNECTIONS SHALL BE SHOP DRILLED FIELD BOLTED TYPE, OR SHOP WELDED CONNECTIONS. NO FIELD DRILLING OR FIELD WELDING SHALL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY OWNER. 3. DIMENSIONS TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND BACKS OF CHANNELS AND ANGLES UNO. 4. ELEVATIONS TO TOP OF STEEL REFERS TO TOP SURFACE OF MEMBER OR FLANGE UNO. 5. UNLESS OTHERWISE NOTED, BOLTED BEAM CONNECTIONS SHALL BE SIMPLE FRAMED SHEAR CONNECTIONS. BOLTED STEEL CONNECTIONS SHALL BE IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION LATEST EDITION USING ASTM A325 GALVANIZED BOLTS. USE ASTM A593 FOR STAINLESS STEEL CONNECTIONS WHERE REQUIRED. ALL BOLTED STRUCTURAL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS UNLESS OTHERWISE INDICATED TO BE SLIP-CRITICAL. 6. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, CONNECTIONS SHALL BE DESIGNED FOR THE REACTIONS, AXIAL LOADS, AND MOMENTS AS PER THE FOLLOWING CRITERIA: A. WHERE BEAM REACTIONS ARE NOT SHOWN, BEAM CONNECTIONS SHALL BE DESIGNED TO 50 PERCENT OF THE TOTAL UNIFORM LOAD CAPACITY OF THE LATERALLY-BRACED BEAM. B. CONNECTIONS SHALL BE DESIGNED FOR AXIAL LOADS WHERE INDICATED THUS (+- 60) AS KIPS, (+) INDICATES TENSION IN MEMBER AND (-) INDICATES COMPRESSION. C. MOMENT CONNECTIONS (MC) SHALL BE DESIGNED FOR THE MOMENT INDICATED ON THE DRAWINGS IN FOOT-KIPS. WHERE MOMENTS ARE NOT SHOWN, CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE ALLOWABLE FLEXURAL STRENGTH OF THE SMALLER MEMBER. D. UNLESS OTHERWISE NOTED, BRACING MEMBER CONNECTIONS SHALL BE DESIGNED FOR THE MAXIMUM ALLOWABLE CAPACITY OF THE BRACING MEMBER. E. CONNECTIONS THAT ARE NOT COMPLETELY DETAILED ARE SCHEMATIC IN NATURE ONLY. ADDITIONAL COMPONENTS, SUCH AS REINFORCING MAY BE REQUIRED BASED ON LOADING CRITERIA PROVIDED OR LISTED ABOVE. 7. WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE BASED ON MATERIAL THICKNESS IN ACCORDANCE WITH AISC SPECIFICATIONS. 8. ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS OTHERWISE SPECIFIED TO BE SLIP-CRITICAL. PROVIDE LOAD INDICATING WASHERS AT SLIP-CRITICAL CONNECTIONS. 9. CONFORM TO AISC 360, STEEL CONSTRUCTION MANUAL AND AISC 341, SEISMIC DESIGN MANUAL. 10. ALL STEEL BEAMS SHALL RECEIVE STANDARD CAMBER PER THE SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLANS. BEAMS REQUIRING SPECIAL CAMBER ARE DENOTED ON THE BEAMS SHOWN ON THE FRAMING PLANS. EXAMPLE: (+1/2") INDICATES 1/2". 11. ALL STEEL, CONNECTION MATERIAL, MISCELLANEOUS METALS AND CONNCTING HARDWARE SHALL BE HOT-DIP GALVANIZED PER ASTM-A123 AFTER TO FABRICATION UNLESS OTHERWISE NOTED. A. PREPARE ALL STEEL SURFACES AND SHOP WELDS FOR GALVANIZING PROCESS, INCLUDING THE REMOVAL OF ALL LACQUERS AND PAINT, PROVIDE RELIEF / DRAINAGE HOLES IN MEMBERS AS REQUIRED. B. STRUCTURAL BOLT ASSEMBLIES SHALL BE GALVANIZED PER ASTM 153. C. ALL STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. SPECIAL INSPECTIONS 1. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE (IBC) BY A SPECIAL INSPECTOR HIRED BY THE OWNER TO PERFORM THE SPECIAL INSPECTIONS SHOWN ON SHEET S-000-02. THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY AN APPROVED AGENCY ACCORDING TO THE CITY'S BUILDING OFFICIAL TO PERFORM THE SPECIAL INSPECTIONS FOR WHICH THEY WILL BE UNDERTAKING. THE CONTRACTOR SHALL COORDINATE WITH AND NOTIFY THE SPECIAL INSPECTOR OF ALL TESTS. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO VERIFY THAT THE ITEMS DETAIL IN THE CONSTRUCTION DOCUMENTS WERE BUILT ACCORDINGLY AND SHALL PREPARE, SIGN, AND FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND THE ARCHITECT FOR ALL TIME SPENT AT THE SITE. THE INSPECTOR SHALL BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE ENGINEER PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. THESE SPECIAL INSPECTIONS ARE IN ADDITION TO THE OTHER INSPECTIONS LISTED IN THESE STRUCTURAL NOTES OR PROJECT SPECIFICATION SECTION 01 45 33. 2. SEE SHEET S-000-02 FOR STATEMENT AND SCHEDULE OF SPECIAL INSPECTIONS. INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE 2015 IBC. STANDARD DETAILS 1. THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE SIMILAR TO THE STANDARD DETAILS. OBTAIN APPROVAL OF ENGINEER IN WRITING FOR SIMILAR CONDITIONS PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES FOR APPROVAL. 3. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS, VIBRATION FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES, AND RECESSES REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND PLACED UNTIL THE CONCRETE SUPPORT PADS AND/OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT. 4. SEE CIVIL DRAWINGS FOR ALL EXTERIOR PAVING AND FLATWORK. 5. A MINIMUM 48 HOURS SHALL ELAPSE BETWEEN PLACEMENTS OF ADJACENT CONCRETE CONSTRUCTION AT JOINTS WHERE PLACEMENT IS INTERRUPTED. 6. DISSIMILAR MATERIALS: WHERE DISSIMILAR METALS ARE IN CONTACT, PROTECT SURFACES WITH A COAT CONFORMING TO MASTER PAINTERS INSTITUTE (MPI) 79 TO PREVENT GALVANIC OR CORROSIVE ACTION. WHERE ALUMINUM IS IN CONTACT WITH CONCRETE, PLASTER, MORTAR, MASONRY, WOOD, OR ABSORPTIVE MATERIALS SUBJECT TO WETTING, PROTECT WITH ASTM D1187 ASPHALT BASE EMULSION. ANCHOR RODS AND GROUT 1. UNLESS OTHERWISE NOTED, ANCHOR RODS, BASE PLATES OR BEARING PLATES SHALL BE LOCATED AND BUILT INTO CONNECTING WORK, PRESET BY TEMPLATES OR SIMILAR METHOD. PLATES SHALL BE SET IN FULL BEDS OF NON-SHRINK MORTAR OR GROUT. 2. GROUT SHALL BE A MINIMUM OF 1 1/2" THICK UNLESS OTHERWISE NOTED. 3. ANCHOR RODS SHALL BE HOT DIP GALVANIZED UNLESS OTHERWISE NOTED. 4. ALL ANCHOR BOLTS SHALL BE CAST-IN-PLACE TYPE UNLESS OTHERWISE NOTED. 5. ALL CAST-IN-PLACE ANCHORS SHALL BE ASTM F1554 GRADE 55 THREADED RODS, PARTIALLY OR FULLY THREADED AS REQUIRED AT CONTRACTORS OPTION. 6. ANCHOR RODS SHALL BE SECURED IN PLACE SUCH TO PREVENT RACKING AND/OR DISLODGEMENT DURING CONCRETE PLACEMENT AND CONSTRUCTION ACTIVITIES. 7. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DISPLACEMENT AND ALL MISALIGNMENTS OF ANCHOR RODS AS A RESULT OF CONSTRUCTION ACTIVITIES OR NON-COMPLIANCE WITH STRUCTURAL AND/OR CERTIFIED SHOP/VENDOR DRAWING LOCATIONS AND SPECIFICATIONS. ALL PROPOSED CORRECTION MEASURES SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. 8. ANCHOR RODS SHALL BE CAST-IN-PLACE WITH THE FOLLOWING MAXIMUM TOLERANCES: A. 1/8" LATERAL POSITION B. 1/8" VERTICAL (PLUMB) C. 1/4" DIAGONAL 9. SEE SPECIFICATION 03 15 19. POST-INSTALLED ANCHORS 1. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER–OF-RECORD (EOR) PRIOR TO INSTALLING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST- IN-PLACE ANCHORS. 2. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS. 3. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL ADHESIVE AND MECHANICAL ANCHOR INSTALLATIONS AS REQUIRED BY THE BUILDING CODE. INDEPENDENT ON-SITE PROOF LOAD TESTING SHALL BE PERFORMED AS REQUIRED BY THE EOR. CONTACT THE EOR FOR AMOUNT OF ANCHORS REQUIRED TO BE TESTED AND REQUIRED PROOF LOAD MAGNITUDE. 4. SEE SPECIFICATION 03 15 19. STEEL GRATING 1. STEEL GRATING SHALL CONFORM TO ASTM A36 STEEL SPECIFICATION. 2. MAIN BEARING BARS SHALL BE 1 1/2" DEEP BY 3/16" THICK, SPACED AT 1 3/16" CENTERS. 3. CROSS BARS SHALL BE WELDED AND SPACED AT 4" CENTERS UON. 4. FINISH TO BE GALVANIZED. 5. OVERALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR AND SPAN DIRECTION SHALL BE IN ACCORDANCE WITH PLANS. 6. GRATING SHALL BE FASTENED TO SUPPORTING STEEL WITH GRATING CLIPS OR OTHER APPROVED METHOD. 7. FIELD WELDING OF GRATING TO SUPPORTING STEEL SHALL NOT BE PERMITTED UNLESS APPROVED BY OWNER IN WRITING. 8. EXPOSED ENDS OF BEARING BARS SHALL BE BANDED. 9. GRATING SHALL BE SERRATED, NON-SLIP TYPE UON. 0 05/28/2021 ISSUED FOR CONSTRUCTION DEFERRED SUBMITTALS 1. DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR ACCEPTANCE PRIOR TO INSTALLATION OF THAT PORTION OF THE WORK. 2. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1 THAT ARE EXPECTED TO CONTAIN STRUCTURAL CALCULATIONS OF SAFETY RELATED SYSTEM INFORMATION FOR REVIEW TO MEET BUILDING PERMITTING REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL ELEMENT, EQUIPMENT, DISTRIBUTION SYSTEM, OR COMPONENT OR ITS ANCHORAGE THE CONTRACTOR SHALL SUBMIT THE REQUIRED ENGINEER CERTIFICATION SUPPORTING DATA AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER, ADDITIONALLY, ACCEPTANCE INDICATED ON THE ENGINEER'S COMMENT FORM, ALONG WITH THE COMPLETED FINAL SUBMITTAL SHALL THEN BE FILED BY THE CONTRACTOR AND ACKNOWLEDGED AS ACCEPTED BY THE PERMITTING AGENCY PRIOR TO INSTALLATION OF THESE ITEMS. 3. DEFERRED SUBMITTALS LIST, SPECIFICATION SECTION: A. 26 05 99 - POWER DISTRIBUTION CENTERS B. 05 50 00 - MISC. METAL FABRICATIONS C. 03 15 19 - ANCHORAGE CONCRETE D. ANY OTHER EQUIPMENT OF COMPONENT IN WHICH A TECHNICAL SPECIFICATION REQUIRES SUBMITTAL OF EQUIPMENT OF ANCHORAGE SYSTEM CALCULATIONS NONE 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER S-000-02 10204667-00-S.rvt 10204667 A. DHAR STRUCTURAL STATEMENT AND SCHEDULE OF SPECIAL INSPECTIONS M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI0 05/28/2021 ISSUED FOR CONSTRUCTION S-100-02 1 S-100-03 1 S-100-02 2 S-100-04 2 4'-0"9'-9 1/2"9'-2 1/2"90° *9 0 .1 3 ° *90.71° *175.99° * 17'-6" 73'-1" 20'-8 1/2"31'-5 1/2"70'-10"89.0 2° *201'-2" 9 3 .9 9 ° * 144.91° * 7 0'-0" 15'-11" (REF)5'-2 1/2" (REF)28'-10 1/2"44.48° * AREA 1 AREA 2 AREA 3 AREA 4 HS20 ELECTRICAL TRENCH HS20 ELECTRICAL TRENCH HS20 ELECTRICAL TRENCH S-100-02 3 AREA 5 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER 1" = 30'-0"S-100-01 10204667-00-S.rvt 10204667 A. DHAR STRUCTURAL GENERAL ARRANGEMENT M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI 1" = 30'-0" STRUCTURAL GENERAL ARRANGEMENT NOTES: 1. SEE SHEET S-000-01 FOR GENERAL NOTES AND SHEET S-100-09 TO S-100-11 FOR TYPICAL DETAILS. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATIONS AND PIPE, CONDUIT AND CABLE TRAY ROUTES. 3. ALL DIMENSIONS AND ANGLE CALLOUTS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. ANGLES MAY VARY SLIGHTLY BASED ON FIELD CONDITIONS. 4. CONCRETE SLEEPERS SHALL BE SPACED AT 18'-0" MAXIMUM AND SHALL NOT BE EXCEEDED. 5. * INDICATES DIMENSIONS WHICH MUST BE COORDINATED WITH APPROVED VENDOR / SHOP DRAWINGS AND ADJUSTED AS REQUIRED. 6. TOP OF CONCRETE ELEVATIONS SHOWN ARE NOMINAL ELEVATIONS. ACTUAL SLAB ELEVATIONS FOR SLOPED CONCRETE SHALL BE COORDINATED WITH CIVIL DRAWINGS. 0 05/28/2021 ISSUED FOR CONSTRUCTION 10'-8 3/4"8'-0"18'-0"18'-0"6'-0"4'-9 1/2"11 1/2" 11 1/2"45° *44.29° * 4'-9"1'-0"14'-11"18'-0"18'-0"2 3/4"0.82° * 13'-11 3/4"1"10'-0"10'-0" CONC SLEEPER CABLE TRAY SUPPORT, 2/S-100-09, TYP CONC SLEEPER CABLE TRAY SUPPORT, 2/S-100-09, TYP 4.01° * EXST CONC PADEXST BLDG45.13° *T-POST SUPPORT, 3/S-100-09, TYP T-POST SUPPORT, ADJUST WIDTH AS REQD, 3/S-100-09, SIM T-POST SUPPORT, 3/S-100-09, TYP TYP1'-10 1/4"TYP2'-1 1/2"TYP2'-1 1/2"1/2" ISOLATION JOINT, TYP HS20 ROAD CROSSING TRENCH, SEE ELECTRICAL DRAWINGS CONC SLEEPER CABLE TRAY SUPPORT, 2/S-100-09, TYP 3'-0 1/2" 4'-0" 45°21'-0" *8'-10 3/4"10'-0"10'-0"1'-3 1/4"45.52° *CONC SLEEPER CABLE TRAY SUPPORT, 2/S-100-09, TYP14'-0" *7'-0" *26'-0" * 5'-0" * 21'-0" * 1 PRE-FABRICATED MCC BLDG 3 S-100-07 2 HS20 ROAD CROSSING TRENCH, SEE ELECTRICAL DRAWINGS 3 S-100-07 2'-7 1/2"2'-7 1/2"13'-7 1/4" 11'-10 1/2"4 1 °3'-11"2'-11"3'- 6 " 3'- 6 " TOC TOC 35.50' 7'- 0 " 3 S-100-09 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER As indicated S-100-02 10204667-00-S.rvt 10204667 A. DHAR STRUCTURAL ENLARGED FOUNDATION PLAN - SHEET 1 M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI S-100-01 1" = 10'-0" 1 CABLE TRAY SLEEPER FOUNDATION PLAN - AREA 1 S-100-01 1" = 10'-0" 2 CABLE TRAY SLEEPER FOUNDATION PLAN - AREA 3 NOTES: 1. SEE SHEET S-000-01 FOR GENERAL NOTES AND SHEET S-100-09 TO S-100-11 FOR TYPICAL DETAILS. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATIONS AND PIPE, CONDUIT AND CABLE TRAY ROUTES. 3. TOP OF CONCRETE SLEEPER CABLE TRAY FOOTING ELEVATION TO BE 2" ABOVE EXISTING GRADE ELEVATION. ACTUAL ELEVATION VARIES. 4. ALL DIMENSIONS AND ANGLE CALLOUTS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. ANGLES MAY VARY SLIGHTLY BASED ON FIELD CONDITIONS. 5. CONCRETE SLEEPERS SHALL BE SPACED AT 18'-0" MAXIMUM AND SHALL NOT BE EXCEEDED. 6. * INDICATES DIMENSIONS WHICH MUST BE COORDINATED WITH APPROVED VENDOR / SHOP DRAWINGS AND ADJUSTED AS REQUIRED. 7. TOP OF CONCRETE ELEVATIONS SHOWN ARE NOMINAL ELEVATIONS. ACTUAL SLAB ELEVATIONS FOR SLOPED CONCRETE SHALL BE COORDINATED WITH CIVIL DRAWINGS. KEYNOTES: 1. MCC STAIR FOUNDATION PAD, COORDINATE SIZE AND LOCATION WITH CERTIFIED VENDOR DRAWINGS. 2. BUILDING, STEEL SUPPORT POSTS, BRACING, CONNECTIONS TO FOUNDATION AND STAIRS ARE BY THE PRE-FABRICATED BUILDING MANUFACTURER. SEE SPECIFICATION 26 05 99. HOLD - PENDING CERTIFIED VENDOR DRAWINGS 0 05/28/2021 ISSUED FOR CONSTRUCTION S-100-01 3/16" = 1'-0" 3 PIPE SUPPORT FOUNDATION - AREA 5 17'-0"2'-8 3/4"1'-1"1'-2 1/2"3'-9 1/2"14'-0"18'-0"18'-0"15'-4"CONC SLEEPER CABLE TRAY SUPPORT, 2/S-100-09, TYP CONC SLEEPER CABLE TRAY SUPPORT, 2/S-100-09, TYP CONC SLEEPER CABLE TRAY SUPPORT, 2/S-100-09, TYP 4 6 .0 8 ° *45.49° *1'-1"5'-2 1/2"18'-0"18'-0"18'-0"18'-0"18'-0" 18'-0"18'-0"18'-0"18'-0"18'-0"15'-0" * 8 6.7 4 ° * 16'-0" * 18'-0" * 18'-0" 18'-0" 16'-0" HS20 ROAD CROSSING TRENCH, SEE ELECTRICAL DRAWINGS HS20 ROAD CROSSING TRENCH, SEE ELECTRICAL DRAWINGS HS20 ROAD CROSSING TRENCH, SEE ELECTRICAL DRAWINGS 34.51° *43° * 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER 1" = 10'-0"S-100-03 10204667-00-S.rvt 10204667 A. DHAR STRUCTURAL ENLARGED FOUNDATION PLAN - SHEET 2 M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI S-100-01 1" = 10'-0" 1 CABLE TRAY SLEEPER FOUNDATION PLAN - AREA 2 NOTES: 1. SEE SHEET S-000-01 FOR GENERAL NOTES AND SHEET S-100-09 TO S-100-11 FOR TYPICAL DETAILS. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATIONS AND PIPE, CONDUIT AND CABLE TRAY ROUTES. 3. TOP OF CONCRETE SLEEPER CABLE TRAY FOOTING ELEVATION TO BE 2" ABOVE EXISTING GRADE ELEVATION. ACTUAL ELEVATION VARIES. 4. ALL DIMENSIONS AND ANGLE CALLOUTS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. ANGLES MAY VARY SLIGHTLY BASED ON FIELD CONDITIONS. 5. CONCRETE SLEEPERS SHALL BE SPACED AT 18'-0" MAXIMUM AND SHALL NOT BE EXCEEDED. 6. * INDICATES DIMENSIONS WHICH MUST BE COORDINATED WITH APPROVED VENDOR / SHOP DRAWINGS AND ADJUSTED AS REQUIRED. 7. TOP OF CONCRETE ELEVATIONS SHOWN ARE NOMINAL ELEVATIONS. ACTUAL SLAB ELEVATIONS FOR SLOPED CONCRETE SHALL BE COORDINATED WITH CIVIL DRAWINGS. 0 05/28/2021 ISSUED FOR CONSTRUCTION 21'-0"21'-0"11'-10 1/2"19'-10 3/4" 1/2" ISOLATION JOINT 11'-6" 1/2" ISOLATION JOINT 32'-0" * 14'-0" 5'-10 3/4" 4 5 ° S-100-05 2 3 S-100-09 4 S-100-07 1 S-100-07TYP(4 SIDES)5'-1 1" 1/2" IS O L A TI ON J O I N T3'-9 1/2"2'-1 1/2"3'-6" 3'-6"14'-6" *17'-6" * CONSTRUCTION JOINT, SEE DETAIL 11/S-100-09 FIN FAN COOLER, SEE NOTE 5 GLYCOL PUMP, SEE NOTE 5 PRE-FABRICATED COMPRESSOR BUILDING, SEE NOTE 5 PRE-FABRICATED COMPRESSOR BUILDING, SEE NOTE 5 2 S-100-07 TYP(3 SIDES)S-100-05 1 8'-4 1/2"34'-4"22'-10" 1/2" ISOLATION JOINT 11'-6" 1/2" ISOLATION JOINT 32'-0" *18'-6"21'-0" 6" 10'-6 1/4" 4'-0" 7'-3 3/4" 6"42'-0"5'-4 1/4"4'-0"3'-0"16'-0"19'-0"4'-0"1'-3" 6'-0" 1'-3" S-100-05 3 4 S-100-07 SAWED CONTROL JOINT, SEE SLAB-ON-GRADE JOINT DETAIL 9/S-100-09 TOC TOC 35.50' TOC TOC 36.00' TOC TOC35.50' TOC TOC35.50' TOC TOC 34.75' TOC TOC35.50' TOC TOC 35.50' VIF 2'-11 1/4" VIF 2'-0 1/4" NOTCH CONC AROUND EXST FDTN AS REQD 1/2" ISOLATION JOINT3'-0" 3'-1" 11" SAWED CONTROL JOINT, SEE SLAB-ON-GRADE JOINT DETAIL 9/S-100-09 TOC TOC 35.25' SAWED CONTROL JOINT, SEE SLAB-ON-GRADE JOINT DETAIL 9/S-100-09 5'-0 1/2"29'-11"6"13'-2 1/2"15'-8 1/2"6"5'-0"VIF1'-2"8'-0"8'-0"9'-6"9'-6"1 S-100-09 SIM2'-5"7"11"FIN FAN COOLER, SEE NOTE 5 TOC TOC36.00' 3 S-100-09SIM S-100-08 1 S-100-08 3 13'-2 3/4"10'-0"1'-6" 8'-6" 1'-6" 1'-6" 8'-6" 1'-6" 4'-11 1/2" VIF 4 3/4"9'-0"1'-6"INSTRUMENT AIR SKID, SEE NOTE 5 1 S-100-07 SIM, TYP(4 SIDES)0"0" 1'-6"0" BOLLARD, DETAIL 10/S-100-9, TYP BOLLARD, DETAIL 10/S-100-9, TYP S-100-08 2 TOC TOC 36.00'42'-0"14'-6" *17'-6" * S-100-08 3 SIM, OPP HAND DRAIN PIPE THRU CURB 8 S-100-07 1 % S L O P E 16'-0" TYP 1 % SL O PE ASPHALT RAMP, SEE CIVIL TOC TOC 36.00' 6"6"6"6"8 S-100-07 DRAIN PIPE THRU CURB3'-0"1'-1"12 S-100-07 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER 1/4" = 1'-0"S-100-04 10204667-00-S.rvt 10204667 A. DHAR STRUCTURAL ENLARGED FOUNDATION PLAN - SHEET 3 M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI S-100-01 1/4" = 1'-0" 2 BOG EQUIPMENT FOUNDATION PLAN - AREA 4 NOTES: 1. SEE SHEET S-000-01 FOR GENERAL NOTES AND SHEET S-100-09 TO S-100-11 FOR TYPICAL DETAILS. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATIONS, PRE-FABRICATED BUILDING REQUIREMENTS AND PIPE, CONDUIT AND CABLE TRAY ROUTES. 3. * INDICATES DIMENSIONS WHICH MUST BE COORDINATED WITH APPROVED VENDOR / SHOP DRAWINGS AND ADJUSTED AS REQUIRED. 4. ATTACHMENT / CONNECTIONS OF PRE- FABRICATED STRUCTURES TO CONCRETE FOUNDATIONS SHALL BE PROVIDED BY MANUFACTURER AND COORDINATED BY THE GENERAL CONTRACTOR. 5. ALL EQUIPMENT ANCHOR BOLTS SHALL BE 3/4" DIA ANCHORS WITH 8" MIN EMBED UNLESS OTHERWISE NOTED. REFER TO CERTIFIED VENDOR DRAWINGS FOR ANCHOR LOCATIONS, QUANTITY AND SPECIFICATIONS. COORDINATE ALL EQUIPMENT AND ANCHOR LOCATIONS WITH MECHANICAL DRAWINGS. 6. ALL CONTROL AND CONSTRUCTION JOINTS INSIDE CONTAINMENT AREAS SHALL HAVE A 6" X 3/8" PVC WATERSTOP. 7. TOP OF CONCRETE ELEVATIONS SHOWN ARE NOMINAL ELEVATIONS. ACTUAL SLAB ELEVATIONS FOR SLOPED CONCRETE SHALL BE COORDINATED WITH CIVIL DRAWINGS. HOLD - PENDING CERTIFIED VENDOR DRAWINGS 0 05/28/2021 ISSUED FOR CONSTRUCTION W8X24W8X24W8X24W8X24W8X24W8X24A S-100-06 A S-100-06 OPP HAND35'-0"16'-0"19'-0"8'-8"7'-4"8'-0"8'-0"3'-0"8'-6" 4'-3" 4'-3"1'-6 1/2"1'-5 1/2"4'-0 1/2"1'-4 1/4"1'-4 1/2"1'-2 3/4"8"2'-3" 2'-0" 4'-3"1'-10"3'-0" TYP2'-6"1'-4"6"1'-10"1'-9 1/2"3'-2 1/2"1'-0" 1'-7" 8 1/2" 2'-3 1/2" 2'-3" 2'-0" 3'-6 1/2" 8 1/2" 1'-0" 1'-7" 8 1/2"4'-0 1/2"5'-2 1/4"3'-2 1/2"3'-6 3/4"W12X35 W10X26W12X35 W12X35 W12X35 W12X35W10X26W12X35 W12X35W12X35STAIR TYPE 1 DOWN TO GRADE, SEE 1/S-100-11 STAIR TYPE 2 DOWN TO GRADE, SEE 2/S-100-11 SPAN SPAN SPAN C B A 1 2 W10X26W10X26W10X26SPAN SPAN W12X35W12X35GUARDRAIL, SEE DETAIL 9/S-100-11, TYP PIPE PENETRATION, COORDINATE SIZE AND LOCATION WITH MECH DRAWINGS, SEE DETAIL 13/S-100-11, TYP 1'-7 1/2" TOG TOG43' - 8"1'-1"W8X24W8X24W8X24W8X24W8X24W8X24OPP HANDA S-100-06 1'-6" 8'-6" 1'-6" SEE TYPICAL BASE PL DETAIL 2/S-100-10 1'-3" 6'-0" 1'-3" CONC FTG CONC STAIR LANDING STAIR TYPE 2 TO PIPE RACK LOWER LEVEL, SEE 2/S-100-11 CONC STAIR LANDING STAIR TYPE 1 TO PIPE RACK LOWER LEVEL, SEE 1/S-100-11 C B A 1 2 11'-6" A S-100-06 3'-0"35'-0"9'-4 1/4"4'-0"16'-0"19'-0"4'-0"5'-0"4"6"3'-0"1'-6"4'-0" 7'-10 1/4" 1'-6" 8'-6" 1'-6" 3'-0" 1'-0"1'-0"3'-0"1'-6" 3'-0" 1'-6" TOC TOC35' - 6" SAWED CONTROL JOINT, SEE SLAB-ON-GRADE JOINT DETAIL 9/S-100-09 9'-6"8'-0"SAWED CONTROL JOINT, SEE SLAB-ON-GRADE JOINT DETAIL 9/S-100-09 TOC TOC36' - 0" 6"6" FIN FAN COOLER AND GLYCOL PUMP FDTN NOT SHOWN FOR CLARITY PRE-FABRICATED COMPRESSOR BUILDING FDTN NOT SHOWN FOR CLARITY PRE-FABRICATED COMPRESSOR BUILDING FDTN NOT SHOWN FOR CLARITY DRAIN PIPE THRU CURB DRAIN PIPE THRU CURB 8 S-100-07 8 S-100-071% SLOPE1% SLOPE12 S-100-07 LEGEND: INDICATES BOLTED MOMENT CONNECTION A S-100-06 A S-100-06 OPP HAND, SIM35'-0"19'-0"16'-0"3'-0"8'-0"8'-0"7'-4"8'-8"8'-6"W8X24W8X24W8X24W8X24W8X24W8X24W10X26 W10X26 W10X26 W10X26 W10X26 W10X26W10X26 W10X26W10X26W10X26C B A 1 2 3'-0"10 3/4"2'-0"4 1/2"3 1/2"3'-11 1/4"3 1/2"5 S-100-07 6 S-100-07 L3X3X1/4 4'-10"5 S-100-07 3/4"4'-10"4 1/2"5 S-100-07 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 (-10 1/4") (-10 1/4") (-10 1/4") (-10 1/4") (-10 1/4") (-10 1/4") (-10 1/4") (-10 1/4") 9 S-100-07 L4 HANGER BELOW L4 HANGER BELOW L4X4X1/2 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR 1/4" = 1'-0" S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER S-100-05 10204667-00-S.rvt 10204667 A. DHAR STRUCTURAL PIPE RACK FOUNDATION AND FRAMING PLANS M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI S-100-04 1/4" = 1'-0" PIPE RACK FRAMING PLAN AT LOWER LEVEL - TOS EL 43'-6 1/2" UON2 S-100-04 1/4" = 1'-0" 1 PIPE RACK FOUNDATION PLAN S-100-04 1/4" = 1'-0" PIPE RACK FRAMING PLAN AT UPPER LEVEL - TOS EL 51'-6 1/2" UON3 0 05/28/2021 ISSUED FOR CONSTRUCTION NOTES: 1. SEE SHEET S-000-01 FOR GENERAL NOTES AND SHEET S-100-09 TO S-100-11 FOR TYPICAL DETAILS. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATIONS AND PIPE, CONDUIT AND CABLE TRAY ROUTES. 3. ALL DIMENSIONS TO BE VERIFIED AND COORDINATED WITH EQUIPMENT, PIPING AND CONDUIT ELEVATIONS / DIMENSIONS BY GENERAL CONTRACTOR PRIOR TO ANY FABRICATION. 4. ALL STEEL, CONNECTION MATERIAL, MISCELLANEOUS METALS AND CONNCTING HARDWARE SHALL BE HOT-DIP GALVANIZED AFTER TO FABRICATION. 5. DESIGN ALL MOMENT CONNECTIONS FOR 35.0 KIP-FOOT MINIMUM SERVICE LOAD. 6. ALL GRATING SHALL BE 1 1/2" GALVANIZED STEEL GRATING AS SPECIFIED ON S-000-01. 7. FLOOR LIVE LOADS: A. ELEVATED GRATING = 150 PSF B. SLAB ON GRADE = 250 PSF + EQUIPMENT 8. ALL DIMENSIONS TO CHANNELS AND ANGLES SHALL BE TO BACK FACE UNLESS OTHERWISE SHOWN OR NOTED. 9. TOP OF CONCRETE ELEVATIONS SHOWN ARE NOMINAL ELEVATIONS. ACTUAL SLAB ELEVATIONS FOR SLOPED CONCRETE SHALL BE COORDINATED WITH CIVIL DRAWINGS. TOC FDTN 35' -6" PIPE RACK LOWER LEVEL TOS 43' -6 1/2" PIPE RACK UPPER LEVEL TOS 51' -6 1/2"8'-0"8'-0 1/2"4'-9"1'-0" TYP 4'-0" 5'-4 1/4"42'-0"1'-0" TYP 4'-0"19'-0"16'-0"3'-0"D/22'-6"2'-6" 2'-6"2'-6"2'-6"2'-6"W12, SEE PLAN W12, SEE PLAN W8, SEE PLANW8, SEE PLANW8, SEE PLAN1 1 1 1 #7 @ 12" OC, TOP AND BOT, TYP #5 @ 12" OC, TOP AND BOT, TYP FINISH GRADE, TYP3'-10" MIN BELOW2" MAX9" VIF2'-0"1'-10"BASE PL WITH NON- SHRINK GROUT, SEE 2/S-100-10 BASE PL WITH NON- SHRINK GROUT, SEE 2/S-100-10 BASE PL WITH NON- SHRINK GROUT, SEE 2/S-100-10D/22'-6"2'-6" 2'-6"2'-6"2'-6"2'-6"W10, SEE PLAN W10, SEE PLAN C B A CONC STAIR LANDING, SEE PLAN (7) #4 BARS EQ SPACED, TOP AND BOT, TYP (5) #6 BARS EQ SPACED, TOP AND BOT, TYP CONC FTG, TYP COMPACTED, FREE DRAINING CRUSHED STONE, TYP COMPACTED, FREE DRAINING CRUSHED STONE, TYP STAIR TYPE 2 TO PIPE RACK LOWER LEVEL, SEE 2/S-100-11 STAIR NOT SHOWN FOR CLARITY, SEE PLAN 2'-6" 2'-6" GUARDRAIL, TYPGUARDRAIL, TYP GUARDRAIL, TYP 2L3 X 3 X 1/4 BRACE BEYOND, OMIT BRACE AT COL ROW 1 WP WP WP WP WP WP WP WP WP WP WP WP WP WP CONTAINMENT CURB, SEE PLAN CONTAINMENT CURB, SEE PLAN CONTAINMENT CURB, SEE PLAN SEE NOTE 5, TYP 4'-0"FINISH GRADE, TYP3'-10" MIN BELOW2" MAX2'-0"1'-10"1'-0" 9"9"1 1 2L3X3X1/42L3X3X1/42L3X 3X1/4 2L3X3X1/42L3X3X1/4 2L3X3X1/42L3X3X1/4PIPE SUPPORT AT COL ROW 1 S-100-07 10 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER 3/8" = 1'-0"S-100-06 10204667-00-S.rvt 10204667 A. DHAR STRUCTURAL PIPE RACK FRAMING ELEVATIONS M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI NOTES: 1. SEE SHEET S-000-01 FOR GENERAL NOTES AND SHEET S-100-09 TO S-100-11 FOR TYPICAL DETAILS. 2. ALL DIMENSIONS TO BE VERIFIED AND COORDINATED WITH EQUIPMENT, PIPING AND CONDUIT ELEVATIONS / DIMENSIONS BY GENERAL CONTRACTOR PRIOR TO ANY FABRICATION. 3. ALL STEEL, CONNECTION MATERIAL, MISCELLANEOUS METALS AND CONNECTING HARDWARE SHALL BE HOT-DIP GALVANIZED AFTER TO FABRICATION. 4. ALL LOADS SHOWN ARE SERVICE LOADS. 5. ALL BRACING SHALL HAVE A MAXIMUM SERVICE LOAD OF 15.0 KIPS IN BOTH COMPRESSION AND TENSION, UNLESS OTHERWISE NOTED. 6. TOP OF CONCRETE ELEVATIONS SHOWN ARE NOMINAL ELEVATIONS. ACTUAL SLAB ELEVATIONS FOR SLOPED CONCRETE SHALL BE COORDINATED WITH CIVIL DRAWINGS. S-100-05 3/8" = 1'-0" A PIPE RACK FRAMING ELEVATION 0 05/28/2021 ISSUED FOR CONSTRUCTION TOC FDTN 35' -6" #5 @ 1'-0" OC, EA WAY TOP AND BOT, TYP CONC FDTN, TYP COMPACTED, FREE DRAINING CRUSHED STONE, TYP #5 @ 1'-0" OC WITH STD LAP ALL AROUND PERIMETER, TYP (2) #4 CONT REINF ALL AROUND PERIMETER 6" CONTAINMENT CURB ALL AROUND PERIMETER ROUGHEN CONC TO MIN 1/4" AMPLITUDE AND APPLY BONDING AGENT, TYP 3/4" CHAMFER, TYP HYDROPHILIC WATERSTOP, TYP CONTINUOUS #5, TYP #3 @ 1'-0" OC, TYP ALL AROUND PERIMETER 1 1 CONC PAVEMENT, SEE CIVIL 6" TYP1'-0"6" TYP TYP 1'-0" TYP 1'-6" TYP 1'-0"2"SEE CIVILFINISH GRADE, TYP3'-4" MIN BELOW2'-2"1'-2"TYP1'-0"2"1/2" ISOLATION JOINT TOC FDTN 35' -6"2'-2"1'-6"6" TYPSEE CIVILFINISH GRADE, TYP3'-8" MIN BELOW#5 @ 1'-0" OC, EA WAY TOP AND BOT, TYP CONC FDTN, TYP COMPACTED, FREE DRAINING CRUSHED STONE, TYP #5 @ 1'-0" OC WITH STD LAP ALL AROUND PERIMETER, TYP (2) #4 CONT REINF ALL AROUND PERIMETER 6" CONTAINMENT CURB ALL AROUND PERIMETER ROUGHEN CONC TO MIN 1/4" AMPLITUDE AND APPLY BONDING AGENT, TYP 3/4" CHAMFER, TYPHYDROPHILIC WATERSTOP, TYP 6" TYP CONTINUOUS #5, TYP #3 @ 1'-0" OC, TYP ALL AROUND PERIMETER 1 1 NOTE: 1. FOR ADDITIONAL INFORMATION NOT SHOWN, SEE SECTION 1 THIS SHEET. FINISH GRADE, SEE CIVIL 6"1'-0"#5 @ 1'-0" OC, EA WAY TOP AND BOT, TYP CONC FTG, TYP COMPACTED, FREE DRAINING CRUSHED STONE, TYP #5 @ 1'-0" OC WITH STD LAP ALL AROUND PERIMETER, TYP (2) #4 CONT REINF ALL AROUND PERIMETER TOC TOC34' - 3"5'-0" TO FINISH FLOORSEE CIVILFINISH GRADE, TYP3'-6" MIN BELOW2'-2"1'-4"1'-0"4"TYP 1'-0" TYP 1'-6" TYP 1'-0"1'-6"(3) #5 REINF BARS WITH STD LAP, TYP THICKENED SLAB AT POST, QUANTITY AND LOCATION OF THICKENED SLAB AREAS TO BE COORDINATED BY THE GENERAL CONTRACTOR BASED ON APPROVED PRE- FABRICATED BUILDING DRAWINGS, TYP 1 3 1 3 PRE-FABRICATED MCC BLDG MCC SUPPORT POST, SIZE, QUANTITY AND LOCATION BY BLDG SUPPLIER, TYP 1'-0" TYPTYP 1'-6" TYP 2'-0" TYP 1'-6" 1 1 1 1 CONC PAVEMENT, SEE CIVIL 1/2" ISOLATION JOINT #5 @ 1'-0" OC, EA WAY TOP AND BOT, TYP CONC FDTN, TYP COMPACTED, FREE DRAINING CRUSHED STONE, TYP #5 @ 1'-0" OC WITH STD LAP ALL AROUND PERIMETER, TYP (5) #4 CONT REINF ALL AROUND PERIMETER 6" CONTAINMENT CURB ALL AROUND PERIMETER ROUGHEN CONC TO MIN 1/4" AMPLITUDE AND APPLY BONDING AGENT, TYP 3/4" CHAMFER, TYP HYDROPHILIC WATERSTOP, TYP CONTINUOUS #5, TYP #3 @ 1'-0" OC, TYP ALL AROUND PERIMETER 1 1 NOTE: 1. FOR ADDITIONAL INFORMATION NOT SHOWN, SEE SECTION 1 THIS SHEET. FINISH GRADE, SEE CIVIL SEE PLAN FOR CONC EXTENTS SEE TYPICAL BASE PL DETAIL 1/S-100-09 TYP 1'-0" 4'-4" TYP TYP 1'-0" TOC 35'-6"3'-6"SEE CIVIL2'-2"1'-4"4"6"1'-0"6"1'-6" MIN PIPE SUPPORT, DETAIL 3/S-100-09 2'-0" MAX L4X4X1/2 PIPE SUPPORT, COORDINATE ELEVATION WITH MECH DRAWINGS PIPE RACK UPPER LEVEL TOS 51' -6 1/2" 2'-0" 7 S-100-07 1/2" MIN 1" MAX 2" 1'-10" TOS TOS50' - 8 3/16" VIF W10, SEE PLAN 3/16 3/16 3/16 TYP 3/16 3/16 TYP 2L3, SEE PLAN 3/16 PIPE SUPPORT 3/8" FULL DEPTH STIFF PL, BOTH SIDES, CNTR ON PIPE SUPPORT, TYP NOTE: 1. ALL WELDS SHALL BE COMPLETED IN THE SHOP. TOS TOS50' - 8 3/16" VIF PIPE SUPPORT 3/16 2L3, SEE PLANW10, SEE PLAN 7 S-100-07 NOTE: 1. ALL WELDS SHALL BE COMPLETED IN THE SHOP. 1'-10" CLR VARIES, SEE PLAN TOS TOS50' - 8 3/16" VIF L3, SEE PLAN PIPE SUPPORT REINF NOT SHOWN FOR CLARITY CONC FDTN, SEE PLAN CONC CURB, SEE PLAN 2" SCH 10 304 SS PIPE, EMBED IN CONC CURB 2" 3-PIECE SS BALL VALVE WITH PLUG CAP FINISH GRADE, SEE CIVIL PIPE RACK UPPER LEVEL TOS 51' -6 1/2" A 6'-6" LOC WITH MECH 2'-0" COORDINATE 2'-4 1/2"W10, SEE PLAN W8, SEE PLANL4X4X1/2L4X4X1/2L4X4X1/22L3X3 BRACETYP TYP PIPE RACK UPPER LEVEL TOS 51' -6 1/2" B TYP TYP2L3X3 BRACEW10, SEE PLAN W8, SEE PLANW10, SEE PLAN LOC WITH MECH 1'-0" COORDINATE 2'-7 1/2"2'-4 1/2"L4X4X1/2L4X4X1/2L4X4X1/2 11 S-100-07 PIPE RACK UPPER LEVEL TOS 51' -6 1/2" W10, SEE PLAN 3/16 3/16 3/16 TYP 3/16 3/16 TYP L4, SEE PLAN 3/16 PIPE SUPPORT 3/8" FULL DEPTH STIFF PL, BOTH SIDES, CNTR ON PIPE SUPPORT, TYP NOTE: 1. ALL WELDS SHALL BE COMPLETED IN THE SHOP. 2. PROVIDE HOLES IN L4 FOR U-BOLT, COORDINATE SIZE AND LOCATION WITH MECHANICAL DRAWINGS. 2"1'-10" 2'-0" 1/2" MIN 1" MAX 2"PROVIDE SHORT SLOTTED HOLES FOR U- BOLT, SEE NOTE 2, DETAIL 15/S-100-11 (SIM) A L4X4X1/2 1'-8" MAX 1" MAX 1'-6" 2" W8, SEE PLAN TOS TOS40' - 1 1/2" 1/4 NOTE: 1. ALL WELDS SHALL BE COMPLETED IN THE SHOP. BRACING NOT SHOWN FOR CLARITY 5 1/4" MIN AS NOTED 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER S-100-07 10204667-00-S.rvt 10204667 A. DHAR STRUCTURAL SECTIONS AND DETAILS M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI S-100-04 1/2" = 1'-0" 1 FOUNDATION EDGE SECTION S-100-04 1/2" = 1'-0" 2 FOUNDATION EDGE WITH CONTAINMENT CURB SECTION S-100-02 1/2" = 1'-0" 3 MCC BUILDING FOUNDATION SECTION S-100-04 1/2" = 1'-0" 4 FOUNDATION EDGE AT PIPE SUPPORT S-100-05 1 1/2" = 1'-0" 5 CANTILEVER PIPE SUPPORT BEAM CONNECTION S-100-05 1 1/2" = 1'-0" CANTILEVER PIPE SUPPORT COLUMN CONNECTION6 S-100-07 1 1/2" = 1'-0" 7 SECTION S-100-04 1/2" = 1'-0" TYPICAL DRAIN PIPE THRU CONCRETE CURB DETAIL8 HOLD - PENDING CERTIFIED VENDOR DRAWINGS 0 05/28/2021 ISSUED FOR CONSTRUCTION S-100-05 3/4" = 1'-0" 9 SECTION S-100-06 3/4" = 1'-0" 10 DETAIL S-100-07 1 1/2" = 1'-0" 11 DETAIL S-100-04 1" = 1'-0" 12 SECTION 3/4" DIA THREADED ROD ANCHOR WITH 8" MIN EMBED, TYP (16 PLCS) TOC TOC35.50' TOC TOC36.00' 2'-0" 2" * 2'-11 1/2" * 5'-6 5/8" *10" *8'-6 1/8" * 2" *2" *2" *1'-9 1/2"5'-9 3/4" *4'-3"6'-4" *4'-3"5'-9 3/4" *1'-8"2" *3'-2" *3'-2" *4'-2 3/4"6"6"6"6"2" *2" *2" *2'-11 3/4" FIN FAN COOLER SAWED CONTROL JOINT, SEE SLAB-ON-GRADE JOINT DETAIL 9/S-100-09 16'-2 1/2"3/4" DIA THREADED ROD ANCHOR WITH 8" MIN EMBED, TYP (16 PLCS) 3/4" DIA THREADED ROD ANCHOR WITH 8" MIN EMBED, TYP (6 PLCS) FIN FAN COOLER GLYCOL PUMP 8'-6 1/8" *10" *8'-6 1/8" *2'-0" 2" *2" *2" *2" * CONC STAIR LANDING 2'-11 3/4" PIPE SUPPORT POST PIPE SUPPORT POST PIPE SUPPORT POST1'-2"2'-10"33'-11"22'-10" (2) #5 X 3'-0" LG AT 3" OC TOP AND BOT DRAIN PIPE THRU CURB 1% SLOPE1% SLOPE8 S-100-07 COORDINATE ANCHOR BOLT REQUIREMENTS WITH MANUFACTURER SPECIFICATIONS, SEE MECH FOR EQUIPMENT LOCATION TOC TOC 35.50'14'-4" *1'-0"9 1/2" *2'-0 3/4" 32'-0" 13'-2 3/4" *9 1/2" *13'-2 3/4" *9 1/2" *1'-1 1/4" SAWED CONTROL JOINT, SEE SLAB-ON-GRADE JOINT DETAIL 9/S-100-09 PRE-FABRICATED COMPRESSOR BLDG 3/4" DIA THREADED ROD ANCHOR WITH 8" MIN EMBED, TYP (12 PLCS) 21'-0"9'-0"INSTRUMENT AIR SKID TOC TOC36.00' 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER 1/2" = 1'-0"S-100-08 10204667-00-S.rvt 10204667 A. DHAR ENLARGED FOUNDATION PLANS M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI S-100-04 1/2" = 1'-0" ENLARGED FIN FAN COOLER AND GLYCOL PUMP FOUNDATION AND ANCHOR BOLT LOCATION PLAN1 S-100-04 1/2" = 1'-0" ENLARGED COMPRESSOR BUILDING FOUNDATION AND ANCHOR BOLT LOCATION PLAN3 NOTES: 1. SEE SHEET S-000-01 FOR GENERAL NOTES AND SHEET S-100-09 TO S-100-11 FOR TYPICAL DETAILS. 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATIONS, PRE-FABRICATED BUILDING REQUIREMENTS AND PIPE, CONDUIT AND CABLE TRAY ROUTES. 3. * INDICATES DIMENSIONS WHICH MUST BE COORDINATED WITH APPROVED VENDOR / SHOP DRAWINGS AND ADJUSTED AS REQUIRED. 4. ATTACHMENT / CONNECTIONS OF PRE- FABRICATED STRUCTURES TO CONCRETE FOUNDATIONS SHALL BE PROVIDED BY MANUFACTURER AND COORDINATED BY THE GENERAL CONTRACTOR. 5. ALL EQUIPMENT ANCHOR BOLTS SHALL BE 3/4" DIA ANCHORS WITH 8" MIN EMBED UNLESS OTHERWISE NOTED. REFER TO CERTIFIED VENDOR DRAWINGS FOR ANCHOR LOCATIONS, QUANTITY AND SPECIFICATIONS. 6. COORDINATE ALL EQUIPMENT LOCATIONS WITH MECHANICAL DRAWINGS. 7. TOP OF CONCRETE ELEVATIONS SHOWN ARE NOMINAL ELEVATIONS. ACTUAL SLAB ELEVATIONS FOR SLOPED CONCRETE SHALL BE COORDINATED WITH CIVIL DRAWINGS. S-100-04 1/2" = 1'-0" ENLARGED INSTRUMENT AIR SKID FOUNDATION AND ANCHOR BOLT LOCATION PLAN2 HOLD - PENDING CERTIFIED VENDOR DRAWINGS 0 05/28/2021 ISSUED FOR CONSTRUCTION 5/8" DIA SS POST- INSTALLED ANCHORS WITH 6" MIN EMBED1 1/2"6" MIN1 1/2"4" PER SCH ON DETAIL "2"4" PLATE "B" PLAN ELEVATION FINISH GRADE VARIES 1'-4" THK4'-0" MAX1'-6" 3'-0" 1'-6"COMPACTED, FREE DRAINING CRUSHED STONE TO FROST DEPTH6'-0" X 4'-0" X 1'-4" TALL CONC FTG, TYP 3'-0" X 1'-0" X 4'-0" TALL CONC SLEEPER, TYP #4 @ 1'-0" OC, EACH WAY, TOP AND BOT, TYP (4) #4 VERT REINF BARS, EACH FACE WITH MIN 6" EMBED #3 TIES @ 1'-0" OC, TYP 6'-0"2" MAXINSTALL CABLE TRAY PER MANUFACTURER'S SPECIFICATIONS, SEE ELECTRICAL DRAWINGS W8X18 AND ELECTRICAL DRAWINGS 3'-0" MAX COORDINATE WITH MECHANICAL W8X182'-0" MIN6" TYPSEE MECH DRAWINGS7'-0" LONG X 4'-3" WIDE #5 @ 1'-0" OC, EA WAY, TOP AND BOT, TYP 2'-6" THICKAND ELECTRICAL DRAWINGS10'-0" MAXCOORDINATE WITH MECHANICALSEE TYPICAL BASE PL DETAIL 1/S-100-10 COMPACTED, FREE DRAINING CRUSHED STONE TO FROST DEPTHPIPE OR CABLE TRAY NOT SHOWN FOR CLARITY, SEE PLAN, COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS CONC FDTN, SEE PLAN FOR ORIENTATION 2'-0" MAX L4X4X1/2 PIPE SUPPORT AS REQD, COORDINATE WITH MECH DRAWINGS 3/16 MIN SPLICEMIN HOOK EMBED #10 6'-2" #11 6'-10" #4 #6 #5 #3 #7 #8 #9 2'-11" 4'-3" 4'-11" 5'-6" 2'-0" 2'-6" 1'-6" 8'-0"1'-11"4'-9" 2'-2"5'-4" 8'-11" 0'-9" 1'-2" 1'-0" 0'-7" 1'-6" 1'-4" 1'-9" 2'-3" 3'-9" 4'-3" 3'-4" 1'-6" 1'-11" 1'-2" 3'-10" 5'-7" 6'-4" 7'-2" 2'-7" 1'-11" 3'-2" MIN EMBED OTHER BAR BAR SIZE "TOP" BAR "TOP" BAR 6'-2" 6'-10" 2'-11" 4'-11" 5'-6" 4'-3" 2'-0" 2'-6" 1'-6" OTHER BAR NOTES: 1. PROVIDE MINIMUM LENGTHS SHOWN UNLESS OTHERWISE INDICATED ON DRAWINGS. 2. "TOP" BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW BAR. 3. MULTIPLY MINIMUM LENGTHS BY 1.5 FOR EPOXY COATED BARS. 4. MULTIPLY MINIMUM LENGTHS BY 1.3 FOR LIGHTWEIGHT AGGREGATE CONCRETE. 5. VALUES ABOVE REQUIRE MIN (1) BAR DIA CLEAR COVER AND MIN (3) BAR DIA SPACING O.C. UNCOATED REINFORCEMENT MIN fy=60,000 PSI NORMAL WT CONCRETE MIN f'c=4,500 PSI 2" CLR, TYP 15/16"PLANTSEE2 1/2" CLR2 1/2" CLRDOWELED CONSTRUCTION JOINT (DSJ) FORMED CONTROL JOINT SAWED CONTROL JOINT NOTE: 1. ANY ONE OF THE DETAILS ABOVE MAY BE USED AT LOCATIONS INDICATED ON DRAWINGS AS "SJ," AT CONTRACTOR'S OPTION. 2. WHERE "DSJ" IS INDICATED ON PLAN, THE "DSJ" SHALL BE USED. 3/4" DIA X 2'-0" PLAIN BARS @ 1'-6" MAX OC, GREASE 1/2 AND CENTER BAR IN SLAB ROUND EDGES 1/2" RADIUS BREAK BOND STOP REINF ON EACH SIDE OF JOINT1" MINT/4PLANTSEEPLANTSEE2 1/2" CLR1" MINT/4SLAB REINF, STOP 2/3 OF REINF @ EACH SIDE OF JOINT UON, TYP * INSERT 3/16" THICK CONT FIBERBOARD STRIP RECESS STRIP 1/2" FROM SURFACE AND ROUND CORNERS AT EXPOSED FLOORS, FILL 1/2" RECESS WITH SEALANT 3/16" WIDE JOINT * USE METAL CHANNEL STRAIGHTEDGE TO INSERT FIBERBOARD STRIPS SLAB REINF, STOP 2/3 OF REINF @ EACH SIDE OF JOINT UON, TYP 3/16" WIDE JOINT FILL JOINT WITH JOINT SEALANT 0" TYPLAP PER SCHEDULE REBAR, ALTERNATE AS SHOWN 3'-0" MIN UON BETWEEN LAP SPLICE OF ADJACENT NOTE: 1. APPLIES TO SLABS AND WALLS, BOTH HORIZONTAL AND VERTICAL.LENGTHLdhDEVELOPMENTD TYPMIN COVERTL =TAIL LENGTHHW = HOOK WIDTH HL = HOOK LENGTH * MIN COVER CONCRETE JOINT 90 DEG STD HOOK 180 DEG STD HOOK BAR SIZE GRADE 60 HL HW TL D f'c=4.0 OR 4.5 KSI Ldh * #3 * COMPLYING WITH MINIMUM COVER REQUIREMENTS OF ACI 318, 12.5.3. OTHERWISE Ldh MUST BE RE-CALCULATED. #4 #5 #6 #7 #8 #9 #10 #11 6" 8" 10" 1'-0" 1'-2" 1'-4" 1'-7" 1'-10" 2'-0" 3" 4" 5" 6" 7" 8" 11 3/4" 1'-1 1/4" 1'-2 3/4" 3" 4 1/2" 5" 6" 7" 8" 10 1/2" 11 1/2" 1'-1" 2 1/4" 3" 3 3/4" 4 1/2" 5 1/4" 6" 9 1/2" 10 3/4" 12" 6" 7" 9" 10" 12" 14" 15" 17" 19"L/2L/2W/2 + LAPLENGTH, TYP1 1 L/2 + LAP LENGTH, TYP W/2 SYMM ABOUT OPNG (2) #5 X 4'-0" EACH FACE, TYP (4 PLCS) ADDITIONAL REINF, SEE NOTE 1 DD/2 + LAPLENGTH, TYP1 1 SYMM ABOUT OPNG SYMM ABOUT OPNG D/2 + LAP LENGTH, TYP RECTANGULAR OPENING DETAIL CIRCULAR OPENING DETAIL NOTES: 1. PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS REINFORCEMENT AT OPENING. QUANTITY OF REINFORCING IN EACH DIRECTION SHALL BE EQUAL TO OR ONE GREATER THAN THE NUMBER OF DISCONTINUOUS BARS. PLACE 1/2 OF ADDITIONAL REINFORCING BARS EACH SIDE OF OPENING, PLACE ADDITIONAL REINFORCEMENT AT 3" OC (TYPICAL BOTH DIRECTIONS AND ALL LAYERS OF REINFORCEMENT). START FIRST BAR 2" CLEAR TO OPENING. 2. EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN ABOVE. ADDITIONAL BARS MAY TERMINATE AT THE END OF THE WALL WITH A STANDARD HOOK WHERE THE LENGTH OF THE WALL WILL NOT PERMIT BARS TO EXTEND AS SHOWN ABOVE. 3. TYPICAL WALL OR SLAB REINFORCING NOT SHOWN FOR CLARITY. TERMINATE TYPICAL REINFORCING 2" CLEAR TO OPENING. 4. OPENINGS 12" OR LESS IN SLABS AND WALLS, NO EXTRA REBARS ARE REQUIRED UNLESS SHOWN OTHERWISE. TYPICAL REINFORCING SHALL BE RESPACED (NOT CUT) TO ALLOW FOR OPENINGS TO BE MADE. 5. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING AROUND OPENINGS AS SHOWN AND INDICATED ABOVE. 6. PROVIDE ADDITIONAL DOWELS PER NOTE 1 ABOVE FOR ALL OPENINGS NEAR THE FLOOR SLAB, BASE SLAB, OR CORNERS. PROPOSED FDTN, SEE PLAN 1/2" ISOLATION JOINT MATERIAL EXST FDTN SIKAFLEX-1A POLYURETHANE BASED CONC JOINT SEALANT OR APPROVED EQ, TYP REINF NOT SHOWN FOR CLARITY (4) #4 BARS EQ SPACED, EA WAY TOP AND BOT, TYP 3/4" CHAMFER, TYP SEE TYPICAL BASE PL DETAIL 10/S-100-10 TOC 35'-6" 1 1 1 1 1'-0" TYP 3'-0" 1'-0" TYP4'-2"2'-2"2'-0"1'-10"6" MAX2" MIN1'-6" 1'-6" CONC FDTN, TYP COMPACTED, FREE DRAINING CRUSHED STONE, TYP FINISH GRADE, SEE CIVIL PIPE SUPPORT, SEE MECH 3'-6" UON3'-6" MIN6" MIN1" SLOPE TOFINISH GRADE6" MIN 6" MIN CONCRETE ENCASEMENT FINISH GRADE 1" WASH, TYP 6" DIA SCH 80 PIPE FILLED WITH CONCRETE, PAINT PER SPEC TROWEL TOP ROUND EQEQEQCONTINUOUS KEYWAY 1 1/2" WIDE 6" X 3/8" CONTINUOUS PVC WATERSTOP, CNTR BETWEEN REINF AND KEYWAY CONTINUE REINF THRU CONSTRUCTION JOINT CONC FDTN, SEE PLAN AS NOTED 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER S-100-09 10204667-00-S.rvt 10204667 A. DHAR TYPICAL SECTIONS AND DETAILS - SHEET 1 M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI NOT TO SCALE- 2 TYPICAL CONCRETE SLEEPER DETAIL NOT TO SCALE- 3 TYPICAL T-POST SUPPORT DETAIL NOT TO SCALE- 4 TYPICAL EMBEDMENT/SPLICE LENGTHS 4500PSI NOT TO SCALE- 9 SLAB-ON-GRADE JOINT NOT TO SCALE- REINFORCING SPLICE DETAIL5 NOT TO SCALE- 8 REINFORCING HOOK SCHEDULE NOT TO SCALE- 7 EXTRA REINFORCING AROUND OPENINGS NOT TO SCALE- 6 TYPICAL CONCRETE ISOLATION JOINT DETAIL NOT TO SCALE- 1 MISCELLANEOUS CONCRETE PIPE SUPPORT DETAIL NOT TO SCALE- 10 TYPICAL BOLLARD DETAIL NOT TO SCALE- TYPICAL KEYED CONSTRUCTION JOINT WITH WATERSTOP DETAIL11 0 05/28/2021 ISSUED FOR CONSTRUCTION PERPENDICULAR CONNECTION W, C OR MC SHAPE 5/16" 5/16" 1/4"5/16" 1/4"3 3W14 W12 2W10 2W8 PLATE "T" 5/16" 1/4" 1/4" SINGLE PLATE BEAM CONNECTION SCHEDULE 3/4" DIA BOLTS NOMINAL BEAM DEPTH "D" NUMBER OF BOLT ROWS "N" PLATE THICKNESS "T" WELD SIZE "A"COPE IF REQD BEAM WEB OR COLUMN WEB OR FLANGE NOTES: 1. ALL BOLTS SHALL BE 3/4" DIA A325-N UNLESS NOTED OTHERWISE. 2. PROVIDE MINIMUM NUMBER OF BOLT ROWS "N" SHOWN AS THE TYPICAL CONN. INCREASE NUMBER OF ROWS AND/OR BOLT DIA IF INDICATED ON PLANS. 3. MINIMUM DISTANCE FROM CENTERLINE OF TOP BOLT TO A COPE SHALL BE 1 1/2". WHERE DEEP COPES ARE REQD, INCREASE DISTANCE FROM TOP OF BEAM TO CENTERLINE OF TOP BOLT. 4. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES AS REQUIRED."D"3"1 1/4""N" ROWS@ 3" OC1 1/4"3 1/2" 2" "A" "A"SEENOTE 31 1/2" W COLUMN TO BEAM STIFFENER PLATE 3/8" EA SIDE CLIP CORNERSTOS 3/16 3 SIDES 1/2" CAP PL @ W8 & SMALLER 5/8" CAP PLATE @ W10 & LARGER UNO PROVIDE 4-3/4" DIA A325N BOLTS UNO WIDE FLANGE COLUMN MIN WELD PER AISC TYP MIN WELD PER AISC AS REQD BEAM AS APPLICABLE SEE PLAN FOR END OF 1/2" 3"L =ANGLE LENGTH.1 1/4"SEE SCHNO OFBOLTS @ 3" OC1 1/4"1 1/2"1 1/2" 2L4X3-1/2X5/16 1 3/4" TYP (INCREASE TO CLEAR WEB COPE WHERE REQUIRED) STEEL FRAMING BOLTED CONNECTION WELDED CONNECTION 1/2" 3"L =ANGLE LENGTH.1 1/4"SEE SCHNO OFBOLTS @ 3" OC1 1/4"2L4X3-1/2X5/16 1 3/4" TYP (INCREASE TO CLEAR WEB COPE WHERE REQUIRED) STEEL FRAMING SEE SCH NOTE: 1. BOLTS ARE 3/4" DIA A325N BOLTS. HOLES ARE 13/16" DIA IN SUPPORT MEMBER AND 13/16" X 1" HORIZONTAL SHORT SLOTTED HOLES IN ANGLES. 2. USE SIMILAR CONNECTION AT WIDE FLANGE COLUMN FLANGE OR COLUMN WEB. CONNECTION SCHEDULE BEAM SIZE MIN # OF BOLTS MIN ANGLE LENGTH (L)WELD SIZE W8, W10 2 5 1/2" 3/16 W12, W14 3 8 1/2" 3/16 "D"SEENOTE 31 1/2" 3 1/2" 2"3"1 1/4".1 1/4""N" ROWS @ 3" OC BEAM WEB OR COLUMN FLANGE OR WEB 2L4X3-1/2X1/4 (SEE NOTE 3) COPE IF REQD W C OR MC SHAPE STANDARD BOLTED CONNECTION SCHEDULE NOMINAL BEAM SIZE "D" NUMBER OF BOLT ROWS "N"WELD SIZE NOTES: 1. ALL BOLTS SHALL BE 3/4" DIA A325-N UNLESS NOTED OTHERWISE. 2. PROVIDE MINIMUM NUMBER OF BOLT ROWS "N" SHOWN AS THE TYPICAL CONNECTION. INCREASE NUMBER OF ROWS AND / OR BOLT DIAMETER IF INDICATED ON PLANS. 3. MINIMUM DISTANCE FROM CENTER LINE OF TOP BOLT TO A COPE SHALL BE 1 1/2". WHERE DEEP COPES ARE REQUIRED, INCREASE DISTANCE FROM TOP OF BEAM TO CENTER LINE OF TOP BOLT. 4. USE STANDARD OR SHORT HORIZONTAL SLOTTED HOLES AS REQUIRED. 5. WELD DOUBLE ANGLES TO BEAM WEB IN LIEU OF BOLTING AT CONTRACTORS OPTION. SEE NOTE 5 3/162W8 3/162W10 3/163W12 3/163W14 1/43W16 1/44W18 1/44W21 1/44W24 1/45W27 5/165W30 5/166W33 5/166W36 2 1/2" MAX 2" TYP 3" TYP2 1/2" MAX 2" TYP 3" TYP1" CLR AT COLUMN FLANGE AT COLUMN WEB SEE SCH FOR PLATE THICKNESS AND BOLTS BEAM, SEE PLAN 1/2" PLATE, TYP, OMIT WHERE CAP PLATE OCCURS AT ROOF BEAM WHERE OCCURS, SEE PLAN 1/2" CAP PLATE AT ROOF BEAM, SEE PLAN SEE SINGLE PLATE CONN SCH FOR PLATE THICKNESS AND BOLTS MATCH SIZE WITH TYP SINGLE PLATE SHEAR CONN DETAIL 1/2" CAP PLATE AT ROOF BEAM WHERE OCCURS, SEE PLAN COLUMN 1/4 CAP PLATE TO COL MATCH SIZE WITH TYP SINGLE PLATE SHEAR CONN DETAIL 5/16 5/16 TYP 1/2" 5/16 CJP TYP, TOP AND BOT STD BEAM CONNECTION, TYP FITTED COLUMN STIFFENERS, MATCH WELDED MEMBER FLANGE THICKNESS (1/2 DEPTH OF COLUMN WHEN CONNECTION IS ONE SIDED) COLUMN NOTE: 1. MOMENT CONNECTION SHALL BE DESIGNED TO MEET OR EXCEED THE MINIMUM CAPACITY AS SPECIFIED IN STRUCTURAL DRAWINGS. 2. ALL CONNECTIONS SHALL BE SHOP DRILLED FIELD BOLTED OR SHOP WELDED. NO FIELD WELDING SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM OWNER. STRUCTURAL FRAMING, SEE PLAN PLATE SIZED TO RESIST INDICATED MOMENT BOLT SIZE, QUANTITY AND SPACING SHALL BE SUCH TO RESIST INDICATED MOMENT 9 1/2"11"5 1/2"5 1/2"4 3/4" 4 3/4" 2" 2"2"2"1-1/8" GALV BASE PL 1/4 W8 COL, UON (4) 15/16" DIA HOLES FOR 3/4" DIA GALV CAST-IN- PLACE ANCHORS WITH 8" MINIMUM EMBED, TYP 2-1/2" X 2-1/2" X 1/2" GALV PL WASHERS WITH STD BOLT HOLE AND GALV NUT, TYP W8 COL, UON PLAN ELEVATION8" MINEMBED3" X 3" X 1/2" GALV PL WASHERS WITH STD BOLT HOLE AND DOUBLE GALV NUT, TYP GALV ANCHOR BOLT CONC SURFACE 1 1/2" MIN NON- SHRINK GROUT GALV BASE PL 1'-4"1'-4"8"8"8" 8" 6" 6"6"6"1-1/8" GALV BASE PL 1/4 POST, SEE PLAN (4) 1-7/16" DIA HOLES FOR 1-1/8" DIA GALV CAST-IN- PLACE ANCHORS WITH 1'-0" MINIMUM EMBED, TYP 3" X 3" X 1/2" GALV PL WASHERS WITH STD BOLT HOLE AND GALV NUT, TYP POST, SEE PLAN PLAN ELEVATION1'-0" MINEMBED3" X 3" X 1/2" GALV PL WASHERS WITH STD BOLT HOLE AND DOUBLE GALV NUT, TYP GALV ANCHOR BOLT CONC SURFACE 1 1/2" MIN NON- SHRINK GROUT GALV BASE PL A B K D SINGLE NUT OR STANDARD BOLT HEAD THREADED ROD (AS SHOWN) OR ALL THREADED ROD OR BOLT (ASTM A36 OR A307) (NOTE 1) NOTES: 1. PROVIDE SST ANCHOR BOLTS WHERE INDICATED IN SECTIONS AND DETAILS. 2. STANDARD BOLT THREAD LENGTH MAY BE USED WHERE APPLICABLE. 3. DIMENSION IN SCHEDULE OR STANDARD BOLT HEAD. 4. PROVIDE ANCHOR BOLT DIMENSIONS PER THE ABOVE TABLE UNO. TOB TOC SCHEDULE-ANCHOR BOLT TYPE A 4 1/4"32"2" 2 1/2" 3"6 1/4" 5 1/2" 66" 48" 1/2" 3/8" 3/4" 7/8" 5/8" 1 3/4" 1 1/2" 1 3/8" 1 1/4" 1 1/8" 1"2 1/4" 16" 2 3/4" 3 3/4" 3 1/4" 2 1/2" 3"22" 28" 24" 20" 18" 1 1/4" 1 1/2" 1 3/4" 2" 1" 10" 12" 14" 8" 6" D A B 6" 8" 7" 4" 5 1/2" 4 3/4" 4 1/2" 4 1/4" 5" 3 1/4" 3 1/2" 3 3/4" 2 3/4" 3" K REMARKS SEENOTE3SEENOTE2DOUBLE NUT TYP UNO WASHER BASE PLATE NON-SHRINK GROUT BURR LAST THREAD 9"9"4 1/2"4 1/2"4 1/2" 4 1/2" 1" GALV BASE PL 1/4 PIPE SUPPORT, SEE MECH (4) 13/16" DIA OVERSIZED HOLES FOR (4) 5/8" DIA HILTI HIT-HY200 + HIT-Z 5/8" ROD ADHESIVE ANCHORS WITH 1'-0" MIN EMBED, TYP 2-1/2" X 2-1/2" X 1/2" GALV PL WASHERS WITH STD BOLT HOLE AND GALV NUT, TYPPLAN ELEVATION4" PROJEMBED1'-0" MINHILTI HIT-HY200 OR APPROVED EQ, TYP HILTI HIT-Z ROD OR APPROVED EQ, TYP CONC SURFACE 1 1/2" MIN NON- SHRINK GROUT GALV BASE PL1 1/2"1 1/2"1 1/2"1 1/2" PIPE SUPPORT, SEE MECH AS NOTED 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER S-100-10 10204667-00-S.rvt 10204667 A. DHAR TYPICAL SECTIONS AND DETAILS - SHEET 2 M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI NOT TO SCALE- 4 TYPICAL SINGLE PLATE BEAM SHEAR CONNECTION DETAIL NOT TO SCALE- 3 TYPICAL BEAM TO COLUMN CONNECTION DETAIL NOT TO SCALE- 8 TYPICAL BEAM CONNECTION DETAIL NOT TO SCALE- 6 TYPICAL ALL BOLTED BEAM CONNECTION DETAIL NOT TO SCALE- 5 TYPICAL SINGLE PLATE BEAM TO COLUMN CONNECTION DETAIL NOT TO SCALE- TYPICAL BOLTED BEAM TO COLUMN MOMENT CONNECTION DETAIL7 NOT TO SCALE- TYPICAL PIPE RACK COLUMN BASE PLATE DETAIL2 NOT TO SCALE- 1 TYPICAL T-POST SUPPORT BASE PLATE DETAIL NOT TO SCALE- 9 TYPICAL ANCHOR BOLT DETAIL NOT TO SCALE- TYPICAL PIPE SUPPORT BASE PLATE DETAIL AT CONCRETE10 0 05/28/2021 ISSUED FOR CONSTRUCTION GROUT1" MINMITER STRINGER OR PROVIDE CLOSURE PLATE GUARDRAIL POST GRATING STAIR TREADS, TYP STRINGER L3X3X1/4 X 4" LG MIN 3/4" DIA POST- INSTALLED ANCHOR WITH 5" MIN EMBEDNOTES: 1. ALL STAIRS AND APPURTENANT ITEMS SHOWN ON DRAWINGS SHALL BE GALVANIZED STEEL. 2. ALL FASTENERS SHALL BE GALVANIZED. 3. BASE PLATES SHALL REST ON 1" MIN NON-SHRINK GROUT. 1"NOSI NG LI NE1 " MI N, UONSTRINGER COPE FLANGE AS REQD STRUCTURAL FRAMING CONNECTION PER SPECIFICATION TOG EDGE OF LANDING, SEE PLAN 11" TREAD, TYP UON, SEE PLAN NON-SLIP NOSING, TYP EQUAL RISERS, SEE DETAIL 1/S-100-11, 7" TYP UON NOTES: 1. ALL STAIRS AND APPURTENANT ITEMS SHOWN ON DRAWINGS SHALL BE GALVANIZED STEEL. 2. ALL FASTENERS SHALL BE GALVANIZED. 3. BASE PLATES SHALL REST ON 1" MIN NON-SHRINK GROUT. WP 1 1/4" TYP HOLES FOR FASTENERS GUARDRAIL POSTPOST BASE PL BASE PL NOTE: 1. TOEBOARD NOT SHOWN. POST TO BASE PLATE, TYP PLAN ELEVATION TOE PL, TYP 1" MAX, TYP SADDLE CLIP 1/4" DIA SELF-TAPING HEX HEAD SCREW, TWO PLACES EA PANEL, AT EA SUPPORT CROSS BAR BEARING BAR BEAM FLANGE FIELD DRILL BEAM FLANGE 4" MIN3'-6"2 EQUAL SPACESGUARDRAIL BASE PLATE GRATING CHANNEL STAIR STRINGER, SEE PLAN 4" MIN2 EQUAL SPACES3'-6"GUARDRAIL TOEBOARD GRATING BASE PL STRUCTURAL FRAMING, SEE PLAN MC12X14.3 STRINGER 8 107/256" = 8'-5"(12) RISERS AT(11) TREADS AT 11" = 10'-1"1" NOSINGTOP OF PLATFORM TOP OF CONC LANDING 1"1"GRATINGTHICKNESS4"1/4" SLEEVE (PIPE OR PLATE) FLOOR GRATING NOTE: 1. VERIFY SIZE OF SLEEVE WITH MECHANICAL. PROVIDE 1" CLEARANCE BETWEEN PIPE AND FLOOR SLEEVE, OR BETWEEN INSULATION AND FLOOR SLEEVE FOR INSULATED LINES. DOWN HANDRAIL GUARDRAIL RETURN HANDRAIL TO GUARDRAIL PLAN GUARDRAIL HANDRAIL BASE PL, SEE DETAIL METAL STAIRS, SEE DETAIL ELEVATIONEQUALEQUAL3'-6"3'-0"3'-0"GUARDRAIL, SEE DETAIL 1'-0"4 1/2"6"UP HANDRAIL GUARDRAIL RETURN HANDRAIL TO GUARDRAIL PLAN4 1/2"TREAD DEPTH EQUALEQUAL3'-6"3'-0"GUARDRAIL HANDRAIL BASE PL, SEE DETAIL METAL STAIRS, SEE DETAIL ELEVATION 1 1/2" 5" 5" 1 1/2"BEAMGAGEEQEQ6X13X5/8 BASE PL WITH (4) 3/4" DIA BOLTS ON STD BEAM GAGE 1'-1"6"PIPE SUPPORT, COORDINATE WITH MECH DRAWINGS 3/16 PIPE SUPPORT, SEE MECH BASE PL CNTR ON PIPE SUPPORT POST AND STRUCTURAL FRAMING BELOW STRUCTURAL FRAMING, SEE PLAN SHOP DRILL 13/16" DIA BOLT HOLES ON STD BEAM GAGE, COORDINATE LOCATION WITH MECH DRAWINGS PLAN ELEVATION 3/8" STIFF PL, NEAR SIDE AND FAR SIDE, CNTR UNDER POST ABOVE, TYP 3/16 3 SIDES, TYP POST SPACING 5'-0" OC MAX 3'-6" TO FLOOR1'-6"1/4 F FLUSH WELDS DOWELS FOR FIELD SPLICE, 1" DIA PIPE X 6" LG TOP RAIL CONTINUOUS, NOTCH POST 1 1/2" DIA STD PIPE POST CONTINUOUS, NOTCH RAILS 1 1/2" DIA X-STRONG PIPENOTE: 1. PAINT SAFETY YELLOW OR PER OWNER COLOR REQUIREMENT. MC12X14.3 STRINGER 8 235/256" = 8'-11"(12) RISERS AT(11) TREADS AT 11" = 10'-1"1" NOSINGTOP OF PLATFORM TOP OF CONC LANDING 1 7/8" 15/16" 15/16"13/16"13/32"13/32"LONG SLOTTED HOLE FOR 3/4" U-BOLT IN BEAM FLANGE, COORDINATE LOCATION WITH MECH DRAWINGSBEAMGAGE/2FRAMINGPIPE, SEE MECH SEE MECH WIDE FLANGE SHOWN, ANGLE SIMILAR AS NOTED 2 3 4 5 61 A B D 7 8 C SCALE SHEET FILENAME ISSUE DATE DESCRIPTION PROJECT MANAGER PROJECT NUMBER DESIGNED BY CHECKED BY DRAWN BY APP FOR CONSTR S. YARMOUTH BOG COMPRESSOR UPGRADE 24x36 BORDER S-100-11 10204667-00-S.rvt 10204667 A. DHAR TYPICAL SECTIONS AND DETAILS - SHEET 3 M. TEPEDINO R. MACCAFERRI E. CHURCH R. MACCAFERRI NOT TO SCALE- 3 STAIR CONNECTION DETAIL AT BOTTOM NOT TO SCALE- 4 STAIR CONNECTION DETAIL AT TOP NOT TO SCALE- 10 STEEL GUARDRAIL POST BASE PLATE DETAIL NOT TO SCALE- 12 TYPICAL GRATING AT COLUMN NOT TO SCALE- 11 TYPICAL GRATING MECHANICAL FASTENER NOT TO SCALE- TYPICAL GUARDRAIL TO TOP OF CHANNEL STAIR STRINGER DETAIL7 NOT TO SCALE- TYPICAL GUARDRAIL TO TOP OF WIDE FLANGE DETAIL8 NOT TO SCALE- 1 TYPICAL STAIR TYPE 1 STRINGER DETAIL NOT TO SCALE- 13 TYPICAL UTILITY SLEEVE AT FLOOR GRATING NOT TO SCALE- GUARDRAIL AT STAIR TOP DETAIL6 NOT TO SCALE- GUARDRAIL AT STAIR BASE DETAIL5 NOT TO SCALE- 14 TYPICAL PIPE SUPPORT DETAIL AT STRUCTURAL STEEL NOT TO SCALE- 9 TYPICAL 2-RAIL GUARDRAIL DETAIL 0 05/28/2021 ISSUED FOR CONSTRUCTION NOT TO SCALE- 2 TYPICAL STAIR TYPE 2 STRINGER DETAIL NOT TO SCALE- 15 TYPICAL SLOTTED HOLE CONNECTION DETAIL SYSGGPDate: 11/10/2016JWR / WOSCONTROLHMIFPFPFPBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCPSD/VSDPSD/VSDBOP PLCBOP PLCTSDBOP PLCH-4 PLCH-1 PLCH-1 PLCH-2 PLCH-2 PLCH-3 PLCH-3 PLCH-4 PLCH-4 PLCH-1 PLCH-1 PLCH-2 PLCH-2 PLCH-3 PLCH-3 PLCH-4 PLCH-4 PLCH-1 PLCH-1 PLCH-2 PLCH-2 PLCH-3 PLCH-3 PLCH-4 PLCH-4 PLCH-1 PLCH-2 PLCH-3 PLCH-4 PLCH-1 PLCH-2 PLCH-3 PLCH-4 PLCBOP-PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCTAG NAMEHMI ALMFIRE DEPTFIRE ALMFOAM ALMPCS ALMGAS ALMHS-1HS-2HS-3HS-4HS-5HS-6HS-7HS-8HS-9HS-10HS-11PCV-506PCV-510P-1P-2ESD-802B-4P-112P-112P-212P-212P-312P-312P-412P-412P-118P-118P-218P-218P-318P-318P-418P-418P-104P-104P-204P-204P-304P-304P-404P-404SV-158SV-258SV-358SV-458SV-166SV-266SV-366SV-466G-4E-2C-AC-BPump #1Pump #2Fan # 1Fan # 2HiX FoamHIX FoamESDPSDVSDTSDCSDGSDSYSTAG NAME P&ID CONDITION CONTROL REVTag NameEmergency Shutdown Pushbutton (in Control Rm)ESD-1 ESD HARDWIREXXESD-1Emergency Shutdown Pushbutton (at Main Gate)ESD-2 ESD HARDWIREXXESD-2Plant Shutdown Control Room (on HMI)PSD-HMI PSD PLANT PLCXXPSD-HMIPlant Shutdown Pushbutton (in Kitchen)PSD-PB1 PSD PLANT PLCXXPSD-PB1Plant Shutdown Pushbutton (in Control Rm)PSD-PB2 PSD PLANT PLCXXPSD-PB2Plant Shutdown Pushbutton (Boiler Building South Entrance) PSD-PB3 PSD PLANT PLCXXPSD-PB3Plant Shutdown Pushbutton (Boiler Building North Entrance) PSD-PB4 PSD PLANT PLCXXPSD-PB4Plant Shutdown Pushbutton (Outside Compressor Building MCC Room) PSD-PB5 PSD PLANT PLCXXPSD-PB5Plant Shutdown Pushbutton (Bottom of LNG Tank Stairs) PSD-PB6 PSD PLANT PLCXXPSD-PB6Plant Shutdown Pushbutton (Truck Station)PSD-PB7 PSD PLANT PLCXXPSD-PB7Truck Station Shutdown Control Room (on HMI)TSD-HMI TSD PLANT PLCXXTSD-HMITruck Station Shutdown Pushbutton (Outside Kiosk)TSD-PB1 TSD PLANT PLCXXTSD-PB1Truck Station Shutdown Pushbutton (Existing Stanchion by Spill Pit) TSD-PB2 TSD PLANT PLCXXTSD-PB2Vaporization Shutdown Control Room (on HMI)VSD-HMI VSD PLANT PLCXXVSD-HMIVaporization Shutdown Pushbutton (Boiler Building South Entrance) VSD-PB1 VSD PLANT PLCXXVSD-PB1Vaporization Shutdown Pushbutton (Boiler Building North Entrance) VSD-PB2 VSD PLANT PLCXXVSD-PB2Vaporization Shutdown Pushbutton (Bottom of LNG Tank Stairs) VSD-PB3 VSD PLANT PLCXXVSD-PB3Compressor Shutdown Pushbutton (on HMI)CSD-HMI CSD PLANT PLCXXCSD-HMICompressor Shutdown Pushbutton (Outside Compressor Building MCC Room) CSD-PB1 CSD PLANT PLCXXCSD-PB1Compressor Shutdown Pushbutton (Outside Boiloff Compressor Room) CSD-PB2 CSD PLANT PLCXXCSD-PB2CSD-PB3 CSD PLANT PLCXXCSD-PB3Generator 1 Soft Shutdown (Old Cogen Building)GSD-PB1 GSD PLANT PLCXXGSD-PB1Generator 2 Soft Shutdown (Old Cogen Building)GSD-PB2 GSD PLANT PLCXXGSD-PB2Generator 3 Soft Shutdown (Old Cogen Building)GSD-PB3 GSD PLANT PLCXXGSD-PB3Generator 1 Hard Shutdown (Local ESD PB Switchgear and Enclosure) GSD-PB4 GSD HARDWIREXXGSD-PB4Generator 2 Hard Shutdown (Local ESD PB Switchgear and Enclosure) GSD-PB5 GSD HARDWIREXXGSD-PB5Generator 3 Hard Shutdown (Local ESD PB Switchgear and Enclosure) GSD-PB6 GSD HARDWIREXXGSD-PB6Generator All Units Shutdown (Old Cogen Building)GSD-PB-ALL GSD HARDWIREXXGSD-PB-ALLFire Suppression Triggered in Generator # 1 EnclosureFIRE FP ONLYX X XXFire Suppression Triggered in Generator # 2 EnclosureFIRE FP ONLYX X XXFire Suppression Triggered in Generator # 3 EnclosureFIRE FP ONLYX X XXFire Detected at Boiler Building (Mounted on Light Pole)FD-1 FIRE FP/PLANT PLCX X XXFD-1Fire Detected at Vaporizer Area (Mounted on Boiler Bldg)FD-2 FIRE FP/PLANT PLCX X XXFD-2Fire Detected at Truck Station Area (Mounted on South Light Pole) FD-3 FIRE FP/PLANT PLCX X XXFD-3Fire Detected inside Boiloff Compressor RoomFD-4 FIRE FP/PLANT PLCX X XXFD-4Fire Detected at Compressor Building / Preheater Area (at Dike Edge) FD-5 FIRE FP/PLANT PLCX X XXFD-5Fire Detected at Tank Area (Mounted at stairs)FD-6 FIRE FP/PLANT PLCX X XXFD-6Fire Detected at Tank Top Pump Area (Mounted South)FD-7 FIRE FP/PLANT PLCX X XXFD-7Fire Detected inside Meter RoomFD-8 FIRE FP/PLANT PLCX X XX XFD-8Fire Detected at Truck Station Area (Mounted on North Light Pole) FD-9 FIRE FP/PLANT PLCX X XXFD-9Fire Detected at Tank Top Pump Area (Mounted North)FD-10 FIRE FP/PLANT PLCX X XXFD-10Fire Detected at Vaporizer Area (Mounted on Light Pole)FD-11 FIRE FP/PLANT PLCX X XXFD-11FD-12 FIRE FP/PLANT PLCX X XXFD-12Fire Detected on Any Two Fire DetectorsFD Any 2 FP/PLANT PLCX X XXFDCLOSEFire Detected at BOG Compressors (mounted on existing boiloff compressor building)CLOSEGSD-1PushbuttonsDELAY S/DDELAY S/DFire DetectionS/H (Various)ANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATECompressor Shutdown Pushbutton (Local to Compressors - Provided by Vilter)DELAY S/DB-1 Temper PumpB-2 Temper PumpB-3 Temper PumpB-4 Water/Glycol Pump 2DELAY S/DDELAY S/DB-2 Temper PumpDELAY S/DB-4 Water/Glycol Pump 1SHIUTDOWNB-1 Temper PumpB-2 Water/Glycol Pump 2GeneralTank LNG Header ValveAlarm on HMIBLUE Gas Horn/Strobe Warehouse BuildingBLUE Gas Horn/Strobe Boiler BuildingBLUE Gas Horn/Strobe Air Stab. Bldg. (Workshop)BLUE Gas Horn/Strobe Compressor BuildingBLUE Gas Horn/Strobe Truck Attendant Sta.BLUE Gas Horn/Strobe Generator Building #1BLUE Gas Horn/Strobe Generator Building #2BLUE Gas Horn/Strobe Generator Building #3BLUE Top of LNG TankLNG TnkBLUE Gas Light/Siren on Pole @ Vap AreaSpill Alarm Horn/Strobe near Foam SystemGas, Fire & Process AnnunciationVent Header ValveH-4 LNG Supply Valve (Solenoid)H-1 Sendout Valve (Solenoid)GeneratorSHUTDOWNSHUTDOWNB-1 Water/Glycol Pump 2SHUTDOWNSHUTDOWNSHUTDOWNBoiloff Compressor Pre-HeaterSHUTDOWNB-3 Water/Glycol Pump 2DELAY S/DACTIVATEBoiloff Compressor ShutdownACTIVATE Vaporization ShutdownPlant Shutdown H-1 LNG Supply Valve (Solenoid)Truckload ShutdownDELAY S/DB-3 Temper PumpDELAY S/DB-4 Temper PumpDELAY CLOSEEmergency Shutdown ACTIVATESHUTDOWN Generator 1GSD-2 Generator 2Generator 3GSD-3SHUTDOWN Backup GeneratorSOFT S/DSOFT S/DBoiloff Compressor A Cooling FanSOFT S/DCLOSEDELAY CLOSESHUTDOWNSHUTDOWNBoiloff Compressor AACTIVATEBoiler #4DELAY S/DB-2 Water/Glycol Pump 1DELAY S/DH-4 Sendout Valve (Solenoid)H-2 LNG Supply Valve (Solenoid)LNG Product Pump #2Exhaust FanB-4 Temper PumpSHUTDOWNSHUTDOWNB-4 Water/Glycol Pump 2DELAY CLOSEDELAY CLOSE H-3 Sendout Valve (Solenoid)H-2 Sendout Valve (Solenoid)Truck LoadTE BoiloffB-1 Water/Glycol Pump 1CHI Document No:CHI Project No:Approved By:National Grid S. Yarmouth, MALNG FacilityESD Interlock MatrixNGYA16029.00-P-01NGYA16029.00 Project Title:Document Title:RED Light/Siren (Vap Area Pole, Tank, Ctrl Bldg Roof)LNG Product Pump #1BLUE Gas Horn/Strobe Control Building (East)BLUE Gas Horn/Strobe Control Building (North)Callout to Fire Dept.Boiloff Compressor B Cooling PumpBoiloff Compressor A Cooling PumpH-3 LNG Supply Valve (Solenoid)Truck Station Unloading ValvePrepared By:DESCRIPTIONOPENIntegrated By: Accurate Instruments, Inc.SHUTDOWNACTIONANNUNCIATE ANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATECALLOUTCLOSEAMBER Process Light/Siren on Pole @ Vap AreaSignature DateANNUNCIATES/H (Various)Revision:ANNUNCIATECLOSEHARD S/DG-1G-2G-3HARD S/DHARD S/DSTARTSHIUTDOWNSHUTDOWNSHUTDOWNDELAY S/DSHIUTDOWNSHUTDOWNSHUTDOWNDESCRIPTIONSHUTDOWNSHUTDOWN2CLOSEVaporizationMeter RoomHXTruck Station Sump High Exp. Foam SystemVaporizer Sump High Expansion Foam System EMERGENCYACTIVATEACTIVATEACTIVATEACTIVATEBoiloff Compressor BB-2 Water/Glycol Pump 1B-3 Water/Glycol Pump 1B-4 Water/Glycol Pump 1B-1 Water/Glycol Pump 2Boiloff Compressor B Cooling FanB-3 Water/Glycol Pump 1B-1 Water/Glycol Pump 1B-2 Water/Glycol Pump 2B-3 Water/Glycol Pump 2SHUTDOWN3/25/2021Page 1 of 2 SYSGGPDate: 11/10/2016JWR / WOSCONTROLHMIFPFPFPBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCPSD/VSDPSD/VSDBOP PLCBOP PLCTSDBOP PLCH-4 PLCH-1 PLCH-1 PLCH-2 PLCH-2 PLCH-3 PLCH-3 PLCH-4 PLCH-4 PLCH-1 PLCH-1 PLCH-2 PLCH-2 PLCH-3 PLCH-3 PLCH-4 PLCH-4 PLCH-1 PLCH-1 PLCH-2 PLCH-2 PLCH-3 PLCH-3 PLCH-4 PLCH-4 PLCH-1 PLCH-2 PLCH-3 PLCH-4 PLCH-1 PLCH-2 PLCH-3 PLCH-4 PLCBOP-PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCBOP PLCTAG NAMEHMI ALMFIRE DEPTFIRE ALMFOAM ALMPCS ALMGAS ALMHS-1HS-2HS-3HS-4HS-5HS-6HS-7HS-8HS-9HS-10HS-11PCV-506PCV-510P-1P-2ESD-802B-4P-112P-112P-212P-212P-312P-312P-412P-412P-118P-118P-218P-218P-318P-318P-418P-418P-104P-104P-204P-204P-304P-304P-404P-404SV-158SV-258SV-358SV-458SV-166SV-266SV-366SV-466G-4E-2C-AC-BPump #1Pump #2Fan # 1Fan # 2HiX FoamHIX FoamESDPSDVSDTSDCSDGSDSYSTAG NAME P&ID CONDITION CONTROL REVTag NameCLOSECLOSEGSD-1DELAY S/DDELAY S/DANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEDELAY S/DB-1 Temper PumpB-2 Temper PumpB-3 Temper PumpB-4 Water/Glycol Pump 2DELAY S/DDELAY S/DB-2 Temper PumpDELAY S/DB-4 Water/Glycol Pump 1SHIUTDOWNB-1 Temper PumpB-2 Water/Glycol Pump 2GeneralTank LNG Header ValveAlarm on HMIBLUE Gas Horn/Strobe Warehouse BuildingBLUE Gas Horn/Strobe Boiler BuildingBLUE Gas Horn/Strobe Air Stab. Bldg. (Workshop)BLUE Gas Horn/Strobe Compressor BuildingBLUE Gas Horn/Strobe Truck Attendant Sta.BLUE Gas Horn/Strobe Generator Building #1BLUE Gas Horn/Strobe Generator Building #2BLUE Gas Horn/Strobe Generator Building #3BLUE Top of LNG TankLNG TnkBLUE Gas Light/Siren on Pole @ Vap AreaSpill Alarm Horn/Strobe near Foam SystemGas, Fire & Process AnnunciationVent Header ValveH-4 LNG Supply Valve (Solenoid)H-1 Sendout Valve (Solenoid)GeneratorSHUTDOWNSHUTDOWNB-1 Water/Glycol Pump 2SHUTDOWNSHUTDOWNSHUTDOWNBoiloff Compressor Pre-HeaterSHUTDOWNB-3 Water/Glycol Pump 2DELAY S/DACTIVATEBoiloff Compressor ShutdownACTIVATE Vaporization ShutdownPlant Shutdown H-1 LNG Supply Valve (Solenoid)Truckload ShutdownDELAY S/DB-3 Temper PumpDELAY S/DB-4 Temper PumpDELAY CLOSEEmergency Shutdown ACTIVATESHUTDOWN Generator 1GSD-2 Generator 2Generator 3GSD-3SHUTDOWN Backup GeneratorSOFT S/DSOFT S/DBoiloff Compressor A Cooling FanSOFT S/DCLOSEDELAY CLOSESHUTDOWNSHUTDOWNBoiloff Compressor AACTIVATEBoiler #4DELAY S/DB-2 Water/Glycol Pump 1DELAY S/DH-4 Sendout Valve (Solenoid)H-2 LNG Supply Valve (Solenoid)LNG Product Pump #2Exhaust FanB-4 Temper PumpSHUTDOWNSHUTDOWNB-4 Water/Glycol Pump 2DELAY CLOSEDELAY CLOSE H-3 Sendout Valve (Solenoid)H-2 Sendout Valve (Solenoid)Truck LoadTE BoiloffB-1 Water/Glycol Pump 1CHI Document No:CHI Project No:Approved By:National Grid S. Yarmouth, MALNG FacilityESD Interlock MatrixNGYA16029.00-P-01NGYA16029.00 Project Title:Document Title:RED Light/Siren (Vap Area Pole, Tank, Ctrl Bldg Roof)LNG Product Pump #1BLUE Gas Horn/Strobe Control Building (East)BLUE Gas Horn/Strobe Control Building (North)Callout to Fire Dept.Boiloff Compressor B Cooling PumpBoiloff Compressor A Cooling PumpH-3 LNG Supply Valve (Solenoid)Truck Station Unloading ValvePrepared By:DESCRIPTIONOPENIntegrated By: Accurate Instruments, Inc.SHUTDOWNACTIONANNUNCIATE ANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATEANNUNCIATECALLOUTCLOSEAMBER Process Light/Siren on Pole @ Vap AreaSignature DateANNUNCIATERevision:ANNUNCIATECLOSEHARD S/DG-1G-2G-3HARD S/DHARD S/DSTARTSHIUTDOWNSHUTDOWNSHUTDOWNDELAY S/DSHIUTDOWNSHUTDOWNSHUTDOWNDESCRIPTIONSHUTDOWNSHUTDOWN2CLOSEVaporizationMeter RoomHXTruck Station Sump High Exp. Foam SystemVaporizer Sump High Expansion Foam System EMERGENCYACTIVATEACTIVATEACTIVATEACTIVATEBoiloff Compressor BB-2 Water/Glycol Pump 1B-3 Water/Glycol Pump 1B-4 Water/Glycol Pump 1B-1 Water/Glycol Pump 2Boiloff Compressor B Cooling FanB-3 Water/Glycol Pump 1B-1 Water/Glycol Pump 1B-2 Water/Glycol Pump 2B-3 Water/Glycol Pump 2SHUTDOWNGas Detection at B1 (Boiler #1) Air IntakeCGD-22PLANT PLCX X XXCGD-22Gas Detection at B2 (Boiler #2) Air IntakeCGD-23PLANT PLCX X XXCGD-23Gas Detection at B3 (Boiler #3) Air IntakeCGD-24PLANT PLCX X XXCGD-24Gas Detection at B4 (Boiler #4) Air IntakeCGD-25PLANT PLCX X XXCGD-25Gas Detection at B1 (Boiler #1) OverheadCGD-6PLANT PLCX X XXCGD-6Gas Detection at B2 (Boiler #2) OverheadCGD-7PLANT PLCX X XXCGD-7Gas Detection at B3 (Boiler #3) OverheadCGD-9PLANT PLCX X XXCGD-9Gas Detection at B4 (Boiler #4) OverheadCGD-10PLANT PLCX X XXCGD-10Gas Detection at H1 (Vaporizer #1)CGD-11PLANT PLCX X X XCGD-11Gas Detection at H2 (Vaporizer #2)CGD-12PLANT PLCX X X XCGD-12Gas Detection at H3 (Vaporizer #3)CGD-13PLANT PLCX X X XCGD-13Gas Detection at H4 (Vaporizer #4)CGD-14PLANT PLCX X X XCGD-14Any Two Gas Detectors in Vaporizer Area (CGD-11, 12, 13 or 14) CGDx2PLANT PLCX X X XXCGDx2Gas Detection at Compressor Building Electric Rm.CGD-3PLANT PLCX X XCGD-3Gas Detection at Boiloff Compressor Rm.CGD-4PLANT PLCX X XXCGD-4Gas Detection at Boiloff PreHeater Air IntakeCGD-26PLANT PLCX X XXCGD-26Gas Detection at Boiloff MCCCGD-32PLANT PLCX X XCGD-32Any Two Gas Detectors Compressor Building AreaCGDx2PLANT PLCX X XXCGDx2Gas Detection at LNG Pump #1CGD-1PLANT PLCX X X X XXCGD-1Gas Detection at LNG Pump #2CGD-2PLANT PLCX X X X XXCGD-2Gas Detection at Warehouse (Old Generator Building)CGD-5PLANT PLCX X XCGD-5Gas Detection at Upper Workshop (Old Co-Gen Building)CGD-31PLANT PLCX X XCGD-31Gas Detection at Air Building (Air Stabilization Building)CGD-15PLANT PLCX X XCGD-15Gas Detection in Locker Rm.CGD-17PLANT PLCX X X XCGD-17Gas Detection in Electrical Rm. (Control Building)CGD-18PLANT PLCX X X XCGD-18Gas Detection in Mixing Run (Meter) Rm.CGD-20PLANT PLCX X XXCGD-20Gas Detection in Truck Unload Attendant StationCGD-21PLANT PLCX X XXCGD-21Gas Detection at Generator #1CGD-27PLANT PLCX X XXCGD-27Gas Detection at Generator #2CGD-28PLANT PLCX X XXCGD-28Gas Detection at Generator #3CGD-29PLANT PLCX X XXCGD-29Gas Detection at Backup GeneratorCGD-30PLANT PLCX X XXCGD-30T-9000 Glycol Water TankCGD-33PLANT PLCX X XXCGD-33Instrument Air Compressor EnclosureCGD-34PLANT PLCX X XXCGD-34BOG MCC BuildingCGD-35PLANT PLCX X XXCGD-35BOG Compressor EnclosuresCGD-36, CGD-37 PLANT PLCX X XXCGD-36, CGD-37Low Temp Detection at H-1 & H-2 Vaporizer AreaTSL-1 -50 F FP/PLANT PLCXXTSL-1Low Temp Detection at H-3 & H-4 Vaporizer AreaTSL-2 -50 F FP/PLANT PLCXXTSL-2Low Temp Detection at Vaporizer Area Pit EntranceTSL-3 -50 F FP/PLANT PLCXXTSL-3Low Temp Detection at H-1 & H-2 Vaporizer Area + Pit Entrance (VOTING) TSL-1 + TSL-3 -50 F FP ONLYX X XXTSL-1 + TSL-3Low Temp Detection at H-3 & H-4 Vaporizer Area + Pit Entrance (VOTING) TSL-2 + TSL-3 -50 F FP ONLYX X XXTSL-2 + TSL-3Low Temp Detection at Truck Station TrenchTSL-4 -50 F FP/PLANT PLCXXTSL-4Low Temp Detection at Truck Station TrenchTSL-5 -50 F FP/PLANT PLCXXTSL-5Low Temp Detection at Truck Station Trench X 2 (VOTING) TSL-4 + TSL-5 -50 F FP ONLYX X XXTSL-4 + TSL-5Low Temp Detection at LNG Pump Retention AreaTSL-6 -50 F FP/PLANT PLCXXTSL-6Emergency Shutdown ActiveESD ACTIVEX X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XESDPlant Shutdown ActivePSD ACTIVEX XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XPSDVaporization ShutdownVSD ACTIVEX XX X X X X X X X X X X X X X X X X X X X X X X X XVSDTruck Load ShutdownTSD ACTIVEX XXTSDCompressor ShutdownCSD ACTIVEX XX X X X X X XCSDGenerator ShutdownGSD ACTIVEX XX X XGSD20% LEL Alarm 40% LEL TripLow Temp Emergency20% LEL Alarm 40% LEL Trip20% LEL Alarm 40% LEL Trip20% LEL Alarm 40% LEL TripGas Detection3/25/2021Page 2 of 2 FFHEAT DETECTOR IN BOG COMPRESSOR ENCLOSURE 1GGHEAT DETECTOR IN BOG COMPRESSOR ENCLOSURE 2HHHEAT DETECTOR IN IA COMPRESSOR ENCLOSUREIIUVIR FD-12 (BOG COMPRESSORS)FFGGHHIIJJHEAT DETECTOR IN MCC BUILDINGJJ a 3a3 DESIGNED BYCHECKED BYDRAWN BYAPP FOR CONSTR4321CBA8567DISSUEDATEDESCRIPTIONPROJECT MANAGERPROJECT NUMBERFILENAMESCALESHEET24x36 BORDERS. YARMOUTHBOG COMPRESSOR UPGRADEELECTRICALBOIL-OFF ELECTRICAL BUILDING PLAN10204667-E-100-041/2" = 1'-0"E-100-0410204667A. DHARP. DAVILAO. JONGUITUDG. MARTINEZ005/24/21ISSUED FOR CONSTRUCTIONBOIL-OFF ELECTRICAL BUILDING PLANSCALE: 1/2" = 1'-0"1PLAN NORTHSCALE: 1/2" = 1'-0"024MCC-1300 HPVFD-8000300 HPVFD-800130kVAXFMRT-1PANELLP-1PANELPP-1RIO-4 CONTROL PANEL 20'-0"20'-0"GENERAL NOTES:1.REFER TO ONE-LINE RISER DIAGRAM, DETAILS,SCHEDULES, SCHEMATICS, OTHER DISCIPLINEDRAWINGS, AND SPECIFICATIONS FOR ADDITIONALINFORMATION AND REQUIREMENTS.2.REFER TO INSTRUMENT CABLE AND CONDUITSCHEDULE FOR I&C CABLING INFORMATION.3.BOG COMPRESSOR ELECTRICAL BUILDING IS APRE-ENGINEERED ELECTRICAL BUILDING. PROVIDEEATON PREFABRICATED ELECTRICALPOWERHOUSE ELECTRICAL BUILDING ONELEVATED PLATFORM PER SPECIFICATIONS.ELECTRICAL BUILDING FINISHED FLOORELEVATION SHALL BE 5'-0" ABOVE GRADE LEVEL.ELECTRICAL BUILDING CEILING ELEVATION SHALLBE 8'-0" A.F.F.AREA CLASSIFICATIONINDOOR - DRYAREA CLASSIFICATIONOUTDOOR - WETBOG COMPRESSORELECTRICAL BUILDING100LP-2LP-2BELP-3BLP-3BLP-3BELP-3AELP-1aALP-1aALP-1aAELP-1aALP-1aALP-1aALP-1aFUTURE EQUIPMENTFUTURE EQUIPMENT SIS CONTROL PANELCOOLER PANELGCP-9001COOLER PANELGCP-9002UPS-1CONTROLSJUNCTION BOX 7-1/2"30"7-1/2"6"48"6-1/2"45"60-1/2"6-1/2"39"38-3/8"120"BHCD3048-120LHC3048-12039-1/2"2-3/4"2-3/4"39-1/8"39-1/2"45"LHC3048-12030"6"48"60-1/2"BHCD3048-1207-1/2"7-1/2"6-1/2"16 GAUGEIMPACTCHANNELTYPICAL ROAD CROSSINGSECTION 30"W x 48"DSLOPE YARDSTONE TOFINISH GRADENEOPRENEBEARING PADGC3 (TYP)*39-1/8"120"GC3 (TYP)*30"60"30"1-5/8"11-1/2"5-3/4"5-3/4"8-1/2"11-3/4"8-1/2"11-3/4"1"1"1"CHAMFER4 3/4"Ø(TYP.)39 1/4"PB1-4040 1/2"60"56"4"3/4"2"12"3"3/4"2-3/8"4"2"D12-60PRECAST 30" WIDE X 48" DEEP CONCRETE TRENCH DETAILNOT TO SCALE1POWER BLOCK CABLE SUPPORT DETAILNOT TO SCALE2PRECAST CONCRETE 12" TALL CABLE DIVIDER DETAILNOT TO SCALE3MANUFACTURER: TRENWA INC OR EQUAL.MANUFACTURED LENGTH IS 1/8" LESS THAN PART NUMBER.*GC3 (GROUND CLIPS).REFER TO 26 05 43 FOR INSTALLATION REQUIREMENTS.MANUFACTURER: TRENWA INC OR EQUAL.PROVIDE PRE-GALVANIZED STEEL CLIPS (DC-1) TO CONNECT DIVIDERSUTILIZE CONCRETE ADHESIVE (SIKAFLEX) TO BOND DIVIDERS TO PRECASTCONCRETE TRENCH.MANUFACTURER: TRENWA INC OR EQUAL.UTILIZE WITH PRECAST CONCRETE TRENCH.DESIGN PER SIZE AND QUANTITY OF CABLES SHOWN ON PLANS.DRAINDESIGNED BYCHECKED BYDRAWN BYAPP FOR CONSTR4321CBA8567DISSUEDATEDESCRIPTIONPROJECT MANAGERPROJECT NUMBERFILENAMESCALESHEET24x36 BORDERS. YARMOUTHBOG COMPRESSOR UPGRADEELECTRICALDETAILS10204667-E-100-07NONEE-100-0710204667A. DHARP. DAVILAO. JONGUITUDG. MARTINEZ005/24/21ISSUED FOR CONSTRUCTION