construction document drawings for

STANDARD ABBREVIATIONSA.C.T.ABV.A.F.F.ALUM.BLDG.BLK.B.O.F.BRG.BRK.C.J.CLG.C.T.CMUCOL.COMP.CONC.CONT.DIA.E.J.ELEV.EXP.EXT.EXIST.F.F.E.F.E.C.FTG.GCTG.W.B.H.M.HORIZ.HT.INSUL.INT.

ACOUSTIC CEILING TILEABOVEABOVE FINISHED FLOORALUMINUMBUILDINGBLOCKBOTTOM OF FOOTINGBEARINGBRICKCONTROL JOINTCEILINGCERAMIC TILECONCRETE MASONRY UNITCOLUMNCOMPACTEDCONCRETECONTINUOUSDIAMETEREXPANSION JOINTELEVATIONEXPANSIONEXTERIOREXISTINGFINISHED FLOOR ELEVATIONFIRE EXTINGUISHER CABINETFOOTINGGLAZED CERAMIC TILEGYPSUM WALL BOARDHOLLOW METALHORIZONTALHEIGHTINSULATIONINTERIOR

JT.L.V.LMAS.MAX.MCJ.MFR.MIN.MTL.N.I.C.N.T.S.OSB.PERF.PLT.PLYWD.PR. TRTD.PT.PTD.REQD.SECT.SF.STD.STL.SUSP.T.O.F.T.O.M.T.O.R.T.O.S.TYP.U.N.O.VERT.V.I.F.V.E.T.WA.W.P.

JOINTLAMINATED VENEER LUMBERMASONRYMAXIMUMMASONRY CONTROL JOINTMANUFACTURERMINIMUMMETALNOT IN CONTRACTNOT TO SCALEORIENTED STRAND BOARDPERFORATEDPLATEPLYWOODPRESSURE TREATEDPAINTPAINTEDREQUIREDSECTIONSQUARE FEETSTANDARDSTEELSUSPENDEDTOP OF FOOTINGTOP OF MASONRYTOP OF ROOFTOP OF STEELTYPICALUNLESS NOTED OTHERWISEVERTICALVERIFY IN FIELDVINYL ENHANCED TILEWAINSCOTWALL COVERING

BUILDING SECTION 1A101

1A101

WALL SECTION 1A101

WALL TAG 1i

DOOR TAG 101

WINDOW TAG 1t

STANDARD DRAWING SYMBOLS

EXTERIOR ELEVATION

1Ref

1

INTERIOR ELEVATION

CANTON

BRIDGEPORT

OAKLAND

CHARLESTON

FREDERICKSBURG

CANONSBURG

BECKLEY

WEST VIRGINIA

OHIO

PENNSYLVANIA

VIRGINIA

MARYLAND

CAD FILE:

PLOT DATE/TIME:

USER:

PHONE(304) 624-4108

FAX(304) 624-7831

600 WHITE OAKS BOULEVARD, BRIDGEPORT, WV 26330

THE INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY OF THE THRASHER GROUP,INC. REPRODUCTION OF THESE DOCUMENTS IN WHOLE, OR IN PART FOR ANY REASON

WITHOUT PRIOR WRITTEN PERMISSION IS STRICTLY PROHIBITED.COPYRIGHT © 2017 THE THRASHER GROUP INC.

LEE O. GUSTAFSON, ARCHITECT WV #1500

APPROVED FOR PERMITS DATE: _______ BY: _______

APPROVED FOR BIDDING DATE: _______ BY: _______

APPROVED FOR CONSTRUCTION DATE: _______ BY: _______

GENERAL CODE COMPLIANCES

OWNER

PROJECT DATA

THRASHER INFORMATION

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2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL MECHANICAL CODE2009 INTERNATIONAL ENERGY CONSERVATION CODE2015 NFPA 101 - LIFE SAFETY CODE2011 NFPA 70 - NATIONAL ELECTRIC CODEWV STATE FIRE CODE - ADOPTED AUGUST 1, 2016

AMERICA'S BEST BLOCK79605 BUILDING III, SUITE 127ROCKVILLE, MD 20850(301) 874-9109MAGDI HASSANEIN - OWNER

AUTOCLAVE AERATED CONCRETE BLOCK MANUFACTURING FACILITYIBC CONSTRUCTION TYPE: TYPE II-BIBC OCCUPANCY TYPE: GROUP; F-2NFPA CONSTRUCTION TYPE: TYPE II-000NFPA OCCUPANCY GROUP: INDUSTRIAL (SPECIAL PURPOSE)

TOTAL OCCUPANCY AREA: 54,369 GROSS SQUARE FEETFULLY SPRINKLER PROTECTED

PROJECT NUMBER: 030-2968PROJECT MANAGER: ZACH ASSARO - (304) 624-4108PROJECT ARCHITECT: LEE GUSTAFSON - (304)624-4108

AMERICA'S BEST BLOCK MANUFACTURING PLANTKEYSER, WVFEBRUARY 2017

CONSTRUCTION DOCUMENTDRAWINGS FOR:

VICINITY MAP

INDEX OF DRAWINGSE1.00 ELECTRICAL LEGENDS & NOTESE2.01 LIGHTING PLANE3.01 POWER PLANE3.02 ENLARGED POWER PLANE4.01 POWER PLAN DISTRIBUTION PLAN - PROCESSING EQUIPMENTE4.02 ENLARGED POWER PLAN - PROCESSING EQUIPMENTE4.03 ENLARGED POWER PLAN - PROCESSING EQUIPMENTE4.04 ENLARGED POWER PLAN - PROCESSING EQUIPMENTE4.05 ENLARGED POWER PLAN - PROCESSING EQUIPMENTE4.06 PROCESS EQUIPMENT MEP ROUGH INSE6.01 PANEL SCHEDULESE8.01 DIAGRAMS & DETAILSE8.02 DIAGRAMS & DETAILSMEP1.00 PROCESS EQUIPMENT MEP ROUGH INS

INDEX OF DRAWINGSP1.00 PLUMBING SCHEDULES, SYMBOLS, & NOTESP2.00 PLUMBING PLANP2.01 PLUMBING PLAN - MEZZANINEP4.00 ENLARGED PLUMBING PLANSP6.00 PLUMBING DETAILSM1.00 MECHANICAL SCHEDULES, SYMBOLS, & NOTESM1.01 MECHANICAL SCHEDULES, SYMBOLS, & NOTESM2.00 HVAC PLANM2.01 HVAC PLAN - MEZZANINEM3.00 MECHANICAL PIPING PLANM3.01 STEAM PIPING PLANM3.02 COMPRESSED AIR PLANM3.03 SLURRY & ALUMINUM PIPING PLANM4.00 ENLARGED MECHANICAL PLANSM4.01 ENLARGED MECHANICAL PLANSM6.00 MECHANICAL DETAILSM6.01 MECHANICAL DETAILSM6.02 MECHANICAL DETAILSM6.03 MECHANICAL DETAILSM7.01 HVAC ZONING PLAN

INDEX OF DRAWINGSG1.01 COVER SHEETS001 GENERAL NOTESS100 FOUNDATION PLANS101 FIRST FLOOR PLANS102 MEZZANINE PLANSS103 SILO STRUCTURE PLANSS300 BUILDING SECTIONSS301 BUILDING SECTIONSS500 FOUNDATION DETAILSS501 FOUNDATION AND MASONRY DETAILSS502 CONCRETE DETAILSS503 STEEL DETAILSS600 SCHEDULESA0.01 LIFE SAFETY PLANA1.01 FIRST FLOOR PLANA1.02 MEZZANINE PLANA1.03 EQUIPMENT LAYOUT PLANA1.04 ROOF PLANA2.01 BUILDING ELEVATIONSA3.01 BUILDING SECTIONSA3.02 BUILDING SECTIONSA3.03 WALL SECTIONSA4.01 ENLARGED PLAN VIEWS & INT. ELEVATIONSA6.01 SCHEDULES & DIAGRAMS

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GENERAL STRUCTURAL NOTES:

1. See Project Manual for:

a. Quality of construction required.b. Performance levels of workmanship.c. Manufacturing and industry standards.d. Strength and physical requirements of materials.e. Conformance to codes and regulations.f. Warranty requirements

2. Should a discrepancy occur between the construction drawings and the projecttechnical specifications in the Project Manual, the specifications (includinggeotechnical report) will govern.

3. Design Code: IBC 2015, Risk Category II

4. No provisions have been made for future horizontal or vertical expansion.

5. Wind Design Data:

Nominal 3-Second Gust Design Wind Speed: 115 mphWind exposure classification: C

6. Earthquake Design Data:

Seismic Importance Factor, Iᴇ = 1.00

Mapped spectral response acceleration parameters:Ss =0.149, S1 = 0.052

Design spectral response acceleration parameters:SDS =0.159, SD1 =0.084

Seismic Site Class: DSeismic Design Category: B

7. Live Load data:

Uniform Floor Live Loads:

Location LoadCorridors 100 psfMezzanine 250 psf

Concentrated Floor Live Loads(distributed over an are2-1/2 sq. ft., unless noted otherwise):Office Buildings 2000 lbs

Handrail:Top Rail: 200 lb. or 50 lb/ft applied non-concurrently in any direction.

8. Snow load data:

Ground Snow Load, Pg = 30 psfFlat Roof Snow Load, Pf = 25 psf (min)Snow Exposure Factor, Cₑ = 1.0Thermal Factor, Ct = 1.1Snow Load Importance Factor, Is = 1.0

9. General Contractor shall verify all dimensions and conditions related to existingconstruction, existing services, and the site.

10. Construction loads shall not exceed design live loads. Shoring and re-shoringis the responsibility of the General Contractor.

FOUNDATIONS:

1. Foundation design is based on the recommendations from thegeotechnical report prepared by NGE, Environmental & GeotechnicalEngineering Solutions (NGE, LLC), report number W16029 datedJune, 2016. Geotechnical Report shall be a part of the bid documentsand shall govern over any conflicting information on other documents.Structural engineer is not responsible for subsurface conditionsencountered in the field different from those assumed for design.

3. Foundations shall consist of individual and continuous spreadfootings and shall bear on soil capable of supporting 3,000 psf.

4. Notify the Architect of any unusual soil conditions that are invariance with the test borings, such as ground water, substandardbearing material, or obstructions.

5. Refer to Foundation Plan for footing elevations. Elevations shownare "top of concrete".

6. Backfilling against foundation or pit walls will not be permitted untilsupporting floors at the top of these walls are in place and able toprovide full support to the imposed loads. Proper temporary bracingmay be used in lieu thereof with prior approval of the Architect. Thedesign of the temporary bracing is the responsibility of the GeneralContractor. G.C.'s Shoring Design Engineer shall provide a certifieddesign for approval. Shoring forces will be provided by the E.O.R.upon request.

7. The General Contractor shall be responsible for the design,installation, and final clearance of any required shoring or bracing.

8. Remove all unsuitable fill and replace per the recommendations ofthe Geotechnical Engineer of record.

9. Anchor bolts shall be set in place prior to concrete placement. Theyshall not be forced into wet concrete.

10. Unless noted otherwise in the geotechnical report or specifications,compact all fill under slabs on ground and foundations to 98% ofoptimum laboratory density in accordance with ASTM D698 StandardProctor Method. Place fill in 6" to 8" lifts and compact with vibratorytamping equipment.

11. Locate existing underground utilities in areas of construction.Contact local authorities for coordination.

12. When excavations approach the ground water level, the water levelshall be continuously lowered by an acceptable dewatering system sothat the water level is maintained continuously a minimum of 2'-0"below the excavation.

13. Shale containing pyrites must be protected as indicated in theGeotechnical Report.

CONSTRUCTION MEANS AND METHODS

1. Contractor agrees that Contractor shall assumesole and complete responsibility for job site conditionsduring the course of the Work, including safely of allpersons and property; that this requirement shall applycontinuously and not be limited to normal workinghours; and that Contractor shall defend, indemnify, andhold Owner and Structural Engineer harmless from anyand all liability, real or alleged, in connection with theperformance of the Work on this Project, excepting forliability arising from the sole negligence of Owner orStructural Engineer.

2. The Contract Documents represent the finishedstructure. They do not include the method ofconstruction. Contractor shall provide all measuresnecessary to protect the structure during construction.Such measures shall include, but not be limited to:protection of subgrade from freezing conditions,bracing, shoring for loads due to constructionequipment, temporary structures, and partiallycompleted work. Observation visits to the site byStructural Engineer shall not include inspection of theabove items.

3. ADS Consulting Engineers shall not have controlover or charge of and shall not be responsible in anyway for construction means, methods, techniques,sequences, or procedures, or safety or safetyprecautions and programs in connection with anyconstruction activities, since these are solelyContractor’s responsibility under the Contract.

4. ADS Consulting Engineers shall not be responsiblefor Contractor’s schedule or failures to carry out anyconstruction activities in accordance with the ContractDocuments. ADS Consulting Engineers shall not havecontrol over or charge of actions of Contractor,Subcontractor, or any of their Agents, or employees,or any other persons performing portions of anyconstruction activities.

5. The structure is stable only in its completed form.Temporary supports required for stability of thestructure during all intermediate stages of constructionshall be designed and provided by Contractor.

CAST-IN-PLACE CONCRETE:

1. Cast-in-place concrete work shall conform to the American ConcreteInstitute codes and standards listed in the Project Manual except asmodified therein or on the drawings. Maintain copy of each on job siteduring construction.

2. The minimum ultimate compressive strength of concrete at 28 daysshall be:

a. 3000 psi - Stair pan infillb. 4000 psi - All other unless noted otherwise on drawings.

3. Air Content: All concrete exposed to freezing and thawing and/or required tobe watertight shall have an air content of 4.5% to 7.5%. All other concrete shallhave an air content of 3% to 4%.

4. Water Cement Ratio: All concrete subjected to exposed to freezing andthawing in moist condition and/or required to be watertight shall have amaximum water-cement ratio of 0.45. All reinforced concrete exposed to deicingsalts, brackish water seawater or spray from these sources, shall have amaximum water-cement ratio of 0.40.

5. Maximum aggregate size shall be 1 1/2 ", well graded, well-shaped(not elongated, flat, or slippery), and free of clay, dirt, and excess fines, U.N.O.

6. Aggregate composition shall consist of quartz, limestone, dolomite,granite, or feldspar.

7. Cement shall be Type 1, U.N.O.

8. Maximum concrete slump 3", U.N.O.

9. Reinforcing bars: ASTM A615, Grade 60.

10. Welded wire fabric: ASTM A185.

11. Provide 6x6-w2.9xw2.9 welded wire fabric in all non-structural slabs ongrade, unless otherwise noted.

12. Place reinforcement in slabs, 1-1/2" down from top of slab, unlessotherwise noted.

13. Provide control joints in all non-structural slabs on grade. Themaximum spacing of control joints shall be 20'-0" O.C. unless otherwise noted.Control joint depth equal to 1/5 slab thickness not less than 1 inch.

14. Reinforcing bar lap splices and anchorage lengths shall conform withACI 318-11 "Development and Splices of Reinforcement." All splices shall beType B.

15. Top layer of reinforcing steel in slabs and footings shall be consideredtop bars regardless of thickness of concrete below the bars.

16. All horizontal wall bars shall be bent lapped around all corners, unlessotherwise noted.

17. Provide vertical and horizontal reinforcing bars in concrete walls toconform to the minimum provisions of ACI 318, Section 14.3 unless otherwisenoted.

18. Chamfer exposed edges of concrete 1/2" unless otherwise noted.

19. Refer to architectural drawings for location and extent of finishes orother treatments to exposed concrete.

20. Determine size, location and weight of mechanical equipment andmake provisions for bolts, sleeves, pads, etc. from manufacturer's certifieddrawings. This work shall be coordinated with the trades involved.

21. All new concrete shall be bonded to previously placed concrete perspecification requirements, U.N.O.

22. The Contractor shall prepare shop drawings showing detail layouts ofreinforcing, including dimensions, openings, and spacing, bending details, barschedules, and similar items required for the proper construction of thework.Provisions for the connection of work by other trades shall be indicated onthe shop drawings. The location of all embedded items shall be indicated by thecontractor on the shop drawings. All shop drawings shall be submitted forapproval in accordance with the requirements of the Contract Documents.

23. Preparing, curing, transporting, and testing concrete cylinders. For eachclass of concrete placed, at least four cylinders shall be taken for each 50 cubicyards, or fraction thereof, of each class of concrete placed each day. Cylindersare to be taken in accordance with ASTM C31 and results shall be submitted tothe Architect/Engineer, Construction Manager and owner. Two cylinders will betested at 7 days and two at 28 days.

MASONRY WORK:

1. Masonry work shall conform to the references and standards listed inthe Project Manual.

2. Maximum lateral deflection is to be limited to L/360.

3. Vertical control joints shall be located at a maximum 15ft. o.c.

4. Mortar shall be ASTM C270, Type S, 2500 PSI minimum.

5. Grout shall conform to ASTM C476. Use fine grout for collar joints 1"wide or less and when grouting cells of hollow masonry units with orwithout vertical reinforcing. Use coarse grout when grouting bondbeams.

6. Wall construction under masonry bearing structural members shall beas follows, unless otherwise noted:

a. Provide solid masonry, 32" long and 16" high, centered under eachwall bearing open web steel joist supporting roof loads.

b. Provide solid masonry, 32" long and full height of wall to the footing,centered under each wallbearing steel beam or cast-in-place concretebeam.

7. All masonry walls shall have galvanized horizontal reinforcing of oneof the following:

a. Truss type 3/16 " side rods and #9 gage cross rods, for all non-reinforced walls, spaced 16" on-center vertically.

b. Ladder type 3/16 " side rods and #9 gage cross rods, for allvertically reinforced or grouted walls, spaced 16" on-center vertically.

8. Conventional reinforcing bars, horizontal and vertical, shall be ASTMA615, Grade 60.

9. All units shall be laid with full mortar coverage on head, bed (faceshells), and webs, unless otherwise noted.

10. All new wall construction shall have a bond beam coarse set at theeach floor level and at the top row with 2-#5's continuous in each level ofbond beam, U.N.O. Do not exceed 12 ft. vertical wall height without abond beam.

11. For all air spaces behind veneer below grade, fill space with min.2500 psi grout, unless noted otherwise on Architectural drawings.

12. For all HVAC penetrations through CMU walls General Contractorshall coordinate locations with all trades. Opening locations shall bedetermined upon coordination with HVAC contractor. Notify Architectand Engineer of Record for review of determination of lintelrequirements.All openings greater than 24" shall have a lintel above the wall opening.In bearing walls duct openings shall not be closer than 8" to the floorabove.

13. Minimum quality assurance requirements shall be per Table1.15.2,ACI 530/ASCE5/TMS402. Contractor shall submit a written QualityAssurance Program in accordance with Table 1.15.2. Inspectionresults shall be provided to Architect no less than monthly over thecourse of the masonry installation.

14. Lap splices in masonry shall conform to TMS 402/ACI 530/ASCE 5Section 2.1.9.7.1.1.The minmum length of lap splices for reinforcingbars in tension or compression, ld, shall be:

db - ld (inches)#3 - 11"#4 - 18"#5 - 29"#6 - 41"#7 - 53"#8 - 72"#9 - 92"

15. All reinforcement welding shall conform to AWS D1.4. Weldedsplices shall be of ASTM A706 steel reinforcement. Reforcement largerthan No. 9 (M #29) shall be spliced using mechanical connections inaccordance with section 2.1.9.7.3.

STRUCTURAL STEEL:

1. All structural steel work shall be in accordance with the "Specifications for theDesign, Fabrication, and Erection of Structural Steel Buildings" (14th Edition) of theAISC. Maintain copy of each on job site during construction.

2. Structural steel shall conform to the following:

a. Wide flange shapes and WT's - ASTM A 992 with a minimum yield strength of50,000 PSI.

b. Channels, angles, plates, and miscellaneous connection material - ASTM A36 witha minimum yield strength of 36,000 PSI unless noted otherwise.

c. Pipes - ASTM A501 with a minimum yield strength of 36,000 PSI or ASTM A53 TypeE or S with a minimum yield strength of 35,000 PSI.

d. Tubes - ASTM A500, Grade B with a minimum yield strength of 46,000 PSI.

3. All bolts shall be 3/4 " dia. unless noted otherwise ASTM A325 H.S. bolt of eitherfriction or bearing type. Use slip critical connections for all wind bracing connections.Threads shall be included in the shear plane.

4. All bolted connections shall be made according to AISC Table II or III framed beamconnections. The minimum depth of connection must be more than one half the depthof the beam except that beams framing to columns shall have full depth connectionsusing 3/8 " connection angles or plates. Contractor shall provide certified design forall shear connections by a Professional Engineer in the state in which the project islocated. Submit calculations for moment connections using braced member capacityU.N.O. on plans. Minimum end reaction of beams:

W8's = 10 kipsW10's = 12 kipsW12's = 16 kipsW14's = 18 kipsW16's = 20 kipsW18's = 22 kipsW21's = 24 kipsW24's = 26 kips

6. All welding shall be in strict accordance with the standards of the AWS and theAISC. Use E70XX electrodes.

7. Do not paint steel where encased in concrete or at field weld areas.

8. No shop or field holes or cuts are to be placed in structural members unlessindicated on the contract or shop drawings.

9. The Structural Steel Fabricator shall field verify all dimensions prior to fabrication.Particularly for stairs, handrail systems, etc.

10. The Structural Steel Fabricator shall provide for vertical and horizontal adjustmentof all support assemblies.

11. The Structural Steel Fabricator and/or the General Contractor shall verify allexisting dimensions and conditions at the site. All discrepancies found shall bereported to the Architect prior to preparation of shop drawings. Shop drawings shallinclude all field measurements and conditions.

12. Expansion bolts:Use expansive anchors of the diameter indicated on the drawingsas manufactured by HILTI Fastening Systems or approved equal.

a. In concrete, use HSL Heavy Duty Anchors.

b. In brick and CMU, use sleeve and fill CMU cells at all bolt locations.

13. Anchor bolts must meet ASTM A1554 gr. 36 specifications and be 3/4" diameter(unless otherwise indicated) .

14. The Structural Steel Fabricator shall provide all supports for any precast concretepanels as indicated on the drawings and as required by the manufacturer. Location ofsuch supports shall be coordinated with the manufacturer.

15. The Structural Steel Fabricator, Precast Concrete Supplier, and the GeneralContractor shall coordinate all support and tie-back locations and connections, ifapplicable.

16. All galvanizing shall be per ASTM A123 and A 780. All steel exposed to theelements and masonry support members shall be galvanized. Backup steelsupporting masonry veneer and precast support angles shall be zinc primed andpainted.

17. Refer to architectural and mechanical drawings for possible miscellaneous steel.This steel shall also conform to the requirements in these General Notes and theStructural Steel specifications.

18. Steel fabricator shall be certified under the AISC quality Certification Program.

19. All shear studs shall be 3/4" diameter x 1 1/2" taller than the metal deck height. (11/2" deck + 1 1/2" = 3")

20. Steel fabricator shall review Architectural drawings and include all miscellaneoussteel in their bid. If notes on architectural drawings refer to "see structural" and thestructural drawings do not address this item notify the E.O.R. at least two weeks priorto bid opening to allow time for issue of addendum.

21. Column Schedule may not include all columns on the project. Review alldrawings to insure all columns are included in bid.

22. Steel lintels can be replaced with engineered reinforced precast lintels.Mfgr shall submit certified Engineer design with lintel submittal.

23. Support for RTU's shall be limited to framed opening steel around roof openings.Additional steel required for RTU support shall be designed and provided by theGeneral Contractor with coordination with the RTU manufacturer.

METAL BUILDING SYSTEMS:

1. Design metal building members to withstand dead load, applicable snow load,and design loads due to pressure and suctions of wind calculated in accordancewith applicable code. Design members to withstand UL 580 Uplift Class 60.Exterior wall and roof system shall withstand imposed loads with maximumallowable deflection of 1/180 of span. Size and fabricate wall and roof systems freeof distortion or defects detrimental to appearance of performance.

2. Submittals for metal building systems shall include:

a. Product data on profiles, component dimension, and fasteners.

b. Shop Drawings: Indicate assembly dimensions, locations of structural members,connections; wall and roof system dimensions, panel layout, general constructiondetails, anchorages and method of anchorage and installation; framing anchor boltsettings, sizes and locations from datum, foundation loads; indicate weldedconnections with AWS A2.4 welding symbols; indicate net weld lengths; provideprofessional seal and signature.

c. Foundation Design: The structural design drawings show the foundation design.The contractor shall bid the documents as shown. Submit the column reactionsand anchor layout for review.

i. If the submitted reactions result in a change to the bidding documents foundation design there will be no change order granted. If the bidder considers the design documents insufficient for theirmanufacturer's foundation recommendations, bid the sizesrecommended by the building manufacturer.

ii. Upon submittal of the building reactions, the EOR will adjust thefoundation design for the submitted reactions, if it is found the foundationsare undersized.

iii.The bidding documents will not show anchor bolt layouts. This isthe responsibility of the building manufacturer.

d. Manufacturer's Instructions: Indicate preparation requirements, anchor boltdiameters, anchor bolt placement, projection, and column reactions.

3. Design structural components, develop shop drawings, and perform shop andsite work under direct supervision of a Professional Structural Engineerexperienced in design of this work and licensed in the state in which the project islocated.

4. Perform work in accordance with AISC 360 - Specification for Structural SteelBuildings.

5. Perform welding in accordance with AWS D1.1.

6. Erector Qualifications: Company specializing in performing the work of thissection with minimum 5 years experience.

7. Metal Building design shall consist of single span rigid frame, bay spacing asshown on structural design drawings. Primary framing shall be rigid frame of rafterbeams and columns, and end wall columns. Provide wind bracing type andlocations according to structural drawings. Secondary framing: Purlins and otheritems detailed. Eave height based on minimum clear height on architecturaldrawings.

8. Structural steel members to be designed per manufacturer's standards. Anchorbolts per ASTM A307, galvanized to ASTM A153/A153M. Bolts, nuts, and washersper ASTM A325 (ASTM A325M), Type 1, galvanized to ASTM A153/A153M,Class C.

9. Erect framing in accordance with AISC 360 - Specification for Structural SteelBuildings. Provide temporary bracing to maintain structure plumb in alignment untilcompletion of erection and installation of permanent bracing. Located braced baysas indicated. Set column base plates with non-shrink grout to achieve full platebearing. Do not field cut or alter structural members without approval. Aftererection, prime welds, abrasions, and surfaces not shop primed.

10. Tolerance for framing members shall be 1/4" from level and 1/8" from plumb.Tolerance for siding and roofing 1/8" from true position.

METAL STAIRS STANDARDS

Metal Stairs Shall Conform to the Following:

ASTM A 6/A 6M - Standard Specification for General Requirements forRolled Structural Steel Bars, Plates, Shapes, and Sheet Piling; 2009.

ASTM A 36/A 36M - Standard Specification for Carbon Structural Steel;2008.

ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2007.

ASTM A 283/A 283M - Standard Specification for Low and IntermediateTensile Strength Carbon Steel Plates; 2003 (Reapproved 2007).

ASTM A 325 - Standard Specification for Structural Bolts, Steel, HeatTreated, 120/105 ksi Minimum Tensile Strength; 2009a.

ASTM A 500/A 500M - Standard Specification for Cold-FormedWelded and Seamless Carbon Steel Structural Tubing in Roundsand Shapes; 2010.

ASTM A 501 - Standard Specification for Hot-Formed Welded and SeamlessCarbon Steel Structural Tubing; 2007.

ASTM E 985 - Standard Specification for Permanent Metal RailingSystems and Rails for Buildings; 2000 (Reapproved 2006).

AWS A2.4 - Standard Symbols for Welding, Brazing, andNondestructive Examination; American Welding Society; 2007.

AWS D1.1/D1.1M - Structural Welding Code - Steel; American WeldingSociety; 2010.

Submittals:

Indicate profiles, sizes, connection attachments, reinforcing,anchorage, size and type of fasteners, and accessories.

Indicate welded connections using standard AWS A2.4welding symbols. Indicate net weld lengths.

Include the design engineer's stamp or seal on each sheet ofshop drawings.

Welders' Certificates.

Shop Drawings:

Quality Assurance:

Structural Designer Qualifications:

Professional Structural Engineer experienced in design of thiswork and licensed in West Virginia, or personnel under directsupervision of such an engineer.

Welder Qualifications:

Show certification of welders employed on the Work, verifyingAWS qualification within the previous 12 months.

Products:

Metal Stairs:

Provide stairs of the design specified, complete with landingplatforms, vertical and horizontal supports, railings, andguards, fabricated accurately for anchorage to each otherand to building structure.

Regulatory Requirements:

Provide stairs and railings complying with the most stringentrequirements of local, state, and federal regulations; whererequirements of the contract documents exceed those ofregulations, comply with the contract documents.

Structural Design:

Provide complete stair and railing assemblies complying withthefollowing:

Uniform live load of 100 lb/sq ft and a concentrated loadof 300 lb with deflection of stringer or anding framing notto exceed 1/360 of span.

Stair Capacity:

Railing Assemblies:

Comply with ASTM E 985.

At exit stairwells, provide unit stair towers designed forstacking to height of building as a self-supportingstructure.

Railing Assemblies:

Comply with ASTM E 985.

PERFORMANCE REQUIREMENTS:

1. No provision of any referenced standard specification, manual orcode (whether or not specifically incorporated by reference in thecontract documents) shall be effective to change the duties andresponsibilities of owner, contractor, engineer, supplier, or any of theirconsultants, agents, or employees from those set forth in the contractdocuments. Nor shall it be effective to assign to the structural engineerof record or any of the structural engineer of record's consultants,agents, or employees ant duty or authority to supervise or direct thefurnishing or performance of the work or any duty or authority toundertake responsibilities contrary to the provisions or the contractdocuments.

2. Contract documents include, but are not limited to, the structuraldocuments (drawings and specifications), but do not include shopdrawing, vendor drawings, or materials prepared and submitted by thecontractor.

3. Reference to standard specifications or any technical society,organization, or association or to codes of local or state authorities, shallmean the latest standard, code, specification or tentative specificationadopted at the date of taking bids, unless specifically stated otherwise.

4. Contract documents shall govern in the event of a conflict with thecode of practice or specifications of ACI, PCI, AISC, SJI, or otherstandards. Where a conflict occurs within the contract documents, thestrictest requirement shall govern.

5. Contractor shall obtain and coordinate edge of slab and roof deckedge dimensions, opening locations and dimensions, depressed slablocations and extents, slab slopes, curb locations, and CMU walllocation. Architect/Structural engineer shall be notified of anydiscrepancy or omission. In the event of discrepancies, the non-structural architectural details shall govern.

6. Contractor shall verify existing dimensions, elevations, and siteconditions before starting work. Architect/Structural engineer shall benotified of any discrepancy.

7. Contractor shall verify the structurally supported mechanicalequipment weights, opening sizes, and locations identified on thestructural drawing with architectural and mechanical drawings.

8. Contractor shall verify that miscellaneous framing shown on thestructural drawings for mechanical equipment, owner-furnished items,partitions, etc. is consistent with the requirements of such items.

9. Contractor has responsibility for means, methods, safety, techniques,sequences, and procedures of construction.

10. The structure is stable only in its completed form. Temporarysupports required for stability during all intermediate stages ofconstruction shall be designed, furnished, and installed by thecontractor. Contractor is responsible for constructability analysis, anderection procedures, including design and erection of framework,temporary bracing, etc.

11. Contractor has sole responsibility to comply with all OSHAregulations.

12. Reproduction of structural drawings for shop drawings is notpermitted.

13. Electronic drawing files will not be provided to the contractor.

14. Structural engineer of record is not responsible for the design ofsteel stairs, handrails, curtain wall/window systems, cold-formed metalframing, toilet partition supports, shelf systems, or other systems notshown in the structural documents, such systems shall be designed,furnished, and installed by others as required by other portions of thecontract documents.

15. Structural Engineer shall not be responsible for specifying allwaterproofing details and elements on the superstructure and belowgrade structures.

16. General Contractor shall review and coordinate elevator rail andhoist requirements with structural drawings. Notify structural engineerimmediately if changes are required.

SHOP DRAWINGS:

1. See Project Manual - Administrative Requirements for submittal procedures.

2. The General Contractor shall review, check, and stamp "Approved" all shopdrawings prior to submitting them to the Architect. Shop drawings which havenot been stamped "Approved" by the General Contractor do not conform to therequirements of the Contract Documents and will be rejected.

3. The General Contractor shall provide a shop drawing submittal schedule tothe Architect at least two weeks prior to submittal of the first set of shopdrawings.

4. Shop drawing submittals and review must precede the start of fabrication.General Contractor proceeds at their own risk without reviewed as noted shopdrawings from the Architect. The maximum turn-around time for shop drawingswill be two weeks (ten working days) from the date of receipt in the Architect'soffice to the date of return delivery. General Contractor and Architect shallincrease coordination efforts when large numbers of shop drawings are invited.

5. Refer to the Project Manual (if available) for specific submittal procedures.

6. Shop drawings shall not simply be a copy of the engineer's design drawingswith the contractor's title block. Electronic files from the E.O.R. can be providedto the G.C. at a negotiated fee. Fee will be based on amount of subcontractor'scontract and benefit to subcontractor.

7. Shop drawings shall be completely prepared by the submitting entity.

STEEL DECK:

1. Design of steel deck shall be the sole responsibility of the Contractorand shall conform to the requirements of the Steel Deck Institute (SDI)and the contract documents. Submit shop drawings with design loaddata sealed by an engineer licensed in the project state. Review ofshop drawings shall be for Contractor's interpretation of design loadsand contract document details. Such review shall not relieve thecontractor of the full responsibility for the design of the steel deck.Deck shown on design drawings are for estimating purposes only.

2. Composite steel deck shall be capable of supporting the loadsdescribed in the specifications, corresponding to the number of spansand the span length.

a. Composite floor deck is designed to be unshored unless notedotherwise.

b. Composite floor slabs are to be finished level. The weight of the wetconcrete will cause deflections of the steel framing, thus concreteoverruns are to be anticipated and included in the Contractor's basebid.

c. Coordinate embedded items required for architectural, structural andmechanical elements.

P

RIV IT GIFO S N N

ELAOIS NSE

NNG

STATE OFWR E A REI E

RESIG T OSJ

SA

NDE19755RE

INORDN .O B

Consulting Engineers

Morgantown, WV 26505Phone: 304.599.0771

102 Leeway Street

SHEET No.

SURVEY BY: PROJECT No.

FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

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CONTRACT No.

PHASE No.

NO. BY DATE DESCRIPTION

THE INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF THE THRASHER GROUP, INC.REPRODUCTION OF THESE DOCUMENTS IN WHOLE,OR IN PART FOR ANY REASON WITHOUT PRIORWRITTEN PERMISSION IS STRICTLY PROHIBITED.COPYRIGHT © 2017 THE THRASHER GROUP INC.

PHONE(304) 624-4108

THE THRASHER GROUP INC.


(FAX)(304) 624-7831

2/27

/201

7 3:

11:1

4 PM

3/4" = 1'-0"

KEYSER, WV02/28/2017

JDR

CONSTRUCTION DOCUMENTSS001

GEN

ERAL

NO

TES

JDR 02/28/17

030-2968

AMERICA'S BEST BLOCKGENERAL NOTES

DRS 02/28/17

02/28/17

DRAWING LIST

DRAWINGNUMBER DRAWING NAME

S001 GENERAL NOTESS100 FOUNDATION PLANS101 FIRST FLOOR PLANS102 MEZZANINE PLANSS103 SILO STRUCTURE PLANSS300 BUILDING SECTIONSS301 BUILDING SECTIONSS302 BUILDING SECTIONSS500 FOUNDATION DETAILSS501 FOUNDATION AND MASONRY DETAILSS502 CONCRETE DETAILSS503 STEEL DETAILSS600 SCHEDULES

5

5

6

6

7

7

8

8

Y

X

VV

CC

11

11

13

13

14

14

18

18

19

19

20

20

22

22

9

9

3S300

1S301

2S301

1

1

2

2

3

3

4

4

BB

EE

AA

SF6 SF6 SF6 SF6

SF6 SF6 SF6 SF6

SF6 SF6 SF6 SF6

SF5

SF5

SF5

SF5 SF5 SF5 SF5 SF5 SF5

SF5

SF5

SF5

SF3

SF3

21

21

12

12

0' -

0"

WF5

WF5

8" CMU

8" CMU

-2' - 0"T/FOOTING

P24 P24P24 P24

P24 P24

8" CMU

P24P24P24

WF2

P24P24

WF2

P24P24

P24

P24

8" CMU

WF2P30

P24P48x24P48x24

P30

P30

8" CMU

WF2

P30

P30

P48x24 P30

P24

P24

P24

P24

P24

P24

-2' - 0"

T/FOOTING

28' - 1 3/4"

8" CMU

PITPIT

PIT

PITPIT

DD

F

K

N

T

15 16

16

17

17

G

J

M

Q

P

S

U

W

----

1S300

4S300

6S300

3S301

4S301

SF4 (-9K)

SF8.5(-21K)

SF8.5(-21K)

SF5.5(-14K) SF7 (-10K)

SF7.5(-12K)

SF4 (-8K) SF8.5(-20K)

SF8.5(-20K)

SF6 (-10K)

SF5.5 (-6K)

SF6 (-6K)

SF6.5 (-6K)

SF5.5 (-6K)

SF6.5 (-6K)

SF6.5 (-6K)

SF6.5 (-6K)

SF5.5 (-8K)

SF5.5 (-5K)

SF8 (-13K)

SF7.5(-14K)

SF6 (-12K)SF6.5(-11K)

SF11(-65K)

SF5.5 (-6K)

SF9.5(-86K)

SF3.5 (-5K)

SF9 (-34K)

SF5.5(-10K)

SF3.5 (-5K)

SF3.5 (-8K)SF3.5 (-6K)

SF3.5 (-5K)SF6 (-16K) SF3.5 (-5K)

SF6 (-32K)

SF5.5 (-6K)

SF3.5 (-5K)

SF3.5 (-9K)

SF6 (-5K) SF7 (-30K) SF5.5 (-6K) SF5.5 (-8K)

SF5.5 (-5K)

SF3.5(-20K)

SF6 (-14K)SF6 (-14K)SF7.5(-29K)

SF5.5(-17K)

SF5.5 (-9K)

SF3.5 (-5K)

SF3.5 (-5K)

SF3.5 (-5K)

SF3.5 (-5K)

SF3.5 (-5K)SF5.5 (-8K)SF5.5 (-9K)

SF5.5(-12K)

SF5.5(-10K)

SF7 (-17K)SF8.5(-46K)SF8.5

(-39K)SF9.5(-46K)

SF6 (-12K)

SF6 (-11K)

SF6 (-11K)

SF6.5(-11K)

SF6 (-10K)

SF5.5(-33K)

SF10(-13K)

SF5.5(-15K)

SF7 (-24K)

SF5.5 (-5K) SF5.5(-12K) SF5.5

(-11K)SF4.5 (-5K)

SF5.5 (-5K)SF7 (-20K) SF6 (-5K) SF5.5

(-20K)

SF5.5(-10K)

SF5.5(-16K)

P48x24

P48x24

P48x24P48x24

P48x24

P48x24

P24 P24 P24

17' -

0"

22' -

0"

10' -

4"

3' -

5"

24' -

11"

16' -

0"

17' -

8"

5' -

4"12

' - 4

"10

' - 8

"23

' - 0

"18

' - 8

"

25' - 0" 25' - 0" 5' - 0" 21' - 0" 28' - 2 1/2" 23' - 1 5/8" 23' - 7 7/8" 23' - 0" 19' - 4 1/2" 18' - 4 1/2" 20' - 10 1/2" 20' - 10 1/2" 20' - 10 1/2" 21' - 10 1/2" 33' - 8" 32' - 8" 33' - 8" 20' - 6" 21' - 6"

24' -

0"

9' -

0"21

' - 0

"1'

- 0"

14' -

0"

12' -

0"

15' -

0"

5' -

8"12

' - 4

"10

' - 8

"23

' - 0

"18

' - 8

"

25' - 0" 25' - 0"5' - 0"

21' - 0" 28' - 2 1/2" 23' - 1 5/8" 23' - 7 7/8" 23' - 0" 19' - 4 1/2" 18' - 4 1/2" 20' - 10 1/2" 20' - 10 1/2"1' - 0"19' - 10 1/2" 21' - 10 1/2" 33' - 8" 32' - 8" 33' - 8" 20' - 6" 21' - 6"

1' -

2 1/

2"1'

- 2

1/2"

1' -

1"

1' -

1"

1' - 0"2' - 0"

1' - 0"

2' - 0"

1' -

3"

1' -

3"

1' -

3"

1' -

3"

1' -

3"

1' -

8 1/

2"

1' -

8 1/

2"

75.00°

1' -

7 3/

4"

0' - 5 1/4"

0' -

2"

0' -

2"

1' -

0 1/

2"

0' -

8 1/

2"

0' -

2"

P24 P30

1' -

7 1/

2"

1' -

6"

1' -

4 1/

2"

1' -

4 1/

2"

1' -

4 1/

2"

1' -

2 1/

2"

1' -

2 1/

2"

1' -

1 1/

2"

1' -

1 1/

2"

1' -

1 1/

2"

0' - 6" 0' - 6"

P24

1' -

0 3/

4"

2' - 1 1/2"

1' - 6"

P24

P24

P30P24

P24

P24

P24

P24P30P24

P24

P24P24P24

P30 P24

P24

P24

1' -

8 1/

2"

1' -

2 1/

2"1'

- 2

1/2"

2' - 0 3/4"

1' -

0 1/

2"

1' -

2 1/

2"

1' -

2 1/

2"

1' -

8 1/

2"

1' - 9"

1' - 9"

1' -

2 1/

2"P24

P24

2S302

P36

P24P24

7S300

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .

SURVEY BY:PROJECT No.

FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:1

8 PM

1/16" = 1'-0"


JDR


FOU

ND

ATIO

N P

LAN

JDR DATE

030-2968

AMERICA'S BEST BLOCKFOUNDATION PLAN

DRS DATE

DATE

PLAN

NORTHSCALE: 1/16" = 1'-0"FOUNDATION PLAN

FOUNDATION SCHEDULE

DESIGNATION FOOTING SIZE (HEELxTOExDEPTH) or (WxD)LONG. BOTTOM

REBARLONG. TOP

REBARTRANSV. BOTTOM

REBARTRANSV. TOP

REBAR COMMENTS

SF3 3'-0"x3'-0"x1'-0" (4) #4 N/A (4) #4 N/ASF3.5 3'-6"x3'-6"x1'-0" (5) #4 N/A 5) #4 N/ASF4 4'-0"x4'-0"x1'-0" (6) #4 (6) #4 (6) #4 (6) #4

SF4.5 4'-6"x4'-6"x1'-0" (6) #4 (6) #4 (6) #4 (6) #4SF5 5'-0"x5'-0"x1'-0" (7) #4 (7) #4 (7) #4 (7) #4

SF5.5 5'-6"x5'-6"x1'-0" (8) #4 (8) #4 (8) #4 (8) #4SF6 6'-0"x6'-0"x1'-0" (8) #4 (8) #4 (8) #4 (8) #4

SF6.5 6'-6"x6'-6"x1'-0" (9) #4 (9) #4 (9) #4 (9) #4SF7 7'-0"x7'-0"x1'-0" (14) #4 (14) #4 (14) #4 (14) #4

SF7.5 7'-6"x7'-6"x1'-6" (14) #4 (14) #4 (14) #4 (14) #4SF8 8'-0"x8'-0"x1'-6" (14) #4 (14) #4 (14) #4 (14) #4

SF8.5 8'-6"x8'-6"x1'-6" (10) #5 (10) #5 (10) #5 (10) #5SF9 9'-0"x9'-0"x1'-6" (11) #5 (11) #5 (11) #5 (11) #5

SF9.5 9'-6"x9'-6"x1'-6" (14) #5 (14) #5 (14) #5 (14) #5SF10 10'-0"x10'-0"x1'-6" (15) #5 (15) #5 (15) #5 (15) #5SF11 11'-0"x11'-0"x1'-6" (17) #5 (17) #5 (17) #5 (17) #5WF2 2'-0"x1'-0" (3) #5 N/A #4 @ 24" O.C. N/AWF5 5'-0"x1'-0" (5) #4 (5) #4 #6 @ 15" O.C. #6 @ 18" O.C.

CONCRETE PIER SCHEDULE

DESIGNATION D(in.)xW(in.)VERTICAL

REBARREBAR

TIES COMMENTS

P18 18"x18" (8) #8 #3 @ 10" O.C. SEE DETAIL 9 ON S500P24 24"x24" (12) #8 #3 @ 10" O.C. SEE DETAIL 9 ON S500P30 30"x30" (14) #8 #3 @ 10" O.C. SEE DETAIL 9 ON S500P36 36"x36 (16) #8 #3 @ 10" O.C. SEE DETAIL 9 ON S500

P48x24 48"x24" (18) #8 #3 @ 10" O.C. SEE DETAIL 9 ON S500

NOTES:

1. ELEVATIONS REFERENCE FINISH FLOOR. REFERENCE LEVEL = 0'-0" (FIRST FLOOR)2. P# INDICATES PIER TYPE. SEE S500 FOR DETAILS. P24, TYPICAL U.N.O.3. T/FOOTING ELEVATION = -2'-0" TYPICAL U.N.O.4. HELICAL ANCHORS INSTALLED UNDER FOOTINGS THAT HAVE UPLIFT. SEE PLAN FOR UPLIFT REACTIONS.5. FOUNDATIONS ARE BASED ON VARCO PRUDEN BUILDING REACTIONS.6. ALL METAL BUILDING PEIR LOCATIONS SHALL BE COORDINATED WITH VP BUILDINGS FOR SIZE ANDLOCATION VERIFICATIONS.7. PIERS MAY BE RESIZED PER THE METAL BUILDING DESIGNERS CALCULATIONS.

5

5

6

6

7

7

8

8

Y

X

VV

CC

11

11

13

13

14

14

18

18

19

19

20

20

22

22

9

9

3S300

2S300

1S301

2S301

1

1

2

2

3

3

4

4

BB

EE

AA

9" CONCRETESLAB ON GRADE

W/ 6x6 - W9.5xW9.5 W.W.F.OR #4 @ 1'-0" O.C. E.W.

(OPTIONAL: ADD STEEL FIBERREINFORCMENT FOR ADDED

CRACK CONTROL)

6" CONCRETESLAB ON GRADE

W/ 6x6 - W6.5xW6.5 W.W.F.OR #4 @ 1'-6" O.C. E.W.(OPTIONAL: ADD STEEL

FIBER REINFORCMENT FORADDED CRACK CONTROL)

SF4.5 SF7 SF4.5

SF6SF6SF4.5

SF7 SF4.5

SF3.5

SF3.5

SF3.5SF3.5

SF3.5

SF3.5

SF3.5 SF3.5

SF3.5 SF3.5

SF3.5SF3.5

SF3.5 SF3.5

SF3.5 SF3.5

SF3.5 SF3.5

SF3.5 SF3.5

SF3.5 SF3.5

SF3.5 SF3.5

SF3.5 SF3.5

SF3.5 SF3.5

S5013

TYP.

21

21

12

12

2S501

TYP.

2S501

TYP.

2S501

TYP.

2S501

TYP.

S5014

TYP.

BOLLARDS @ 5'-0" O.C.

8" CMU

2S501

TYP.

1S300

Sim

T/WALL ELEVATION = 12'-0"

SEE CRANE FOUNDATION PLAN ANDSECTIONS PER CHANGZHOUSUCCESS BUILDING MATERIALMACHINERY CO.

SEE CRANE FOUNDATION PLANAND SECTIONS PER CHANGZHOUSUCCESS BUILDING MATERIALMACHINERY CO.

SEE CRANEFOUNDATION PLANAND SECTIONS PERSUCCESS ENIGNEERS.

PIT

PIT

PIT

C.J.

C.J. C.J.

C.J.

C.J.C.J. C.J

.C

.J. TYPICAL CONTROL

JOINT LAYOUT.

DD

F

K

N

T

15 16

16

17

17

G

J

M

Q

P

S

U

W

----

1S300

4S300

6S300

3S301

4S301

17' -

0"

22' -

0"

10' -

4"

3' -

5"

24' -

11"

16' -

0"

17' -

8"

5' -

4"12

' - 4

"10

' - 8

"23

' - 0

"18

' - 8

"

25' - 0" 25' - 0"

5' - 0"

21' - 0" 28' - 2 1/2" 23' - 1 5/8" 23' - 7 7/8" 23' - 0" 19' - 4 1/2" 18' - 4 1/2" 20' - 10 1/2" 20' - 10 1/2" 20' - 10 1/2" 21' - 10 1/2" 33' - 8" 32' - 8" 33' - 8" 20' - 6" 21' - 6"

24' -

0"

9' -

0"21

' - 0

"1'

- 0"

14' -

0"

12' -

0"

15' -

0"

5' -

8"12

' - 4

"10

' - 8

"23

' - 0

"18

' - 8

"

25' - 0" 25' - 0"5' - 0"

21' - 0" 28' - 2 1/2" 23' - 1 5/8" 23' - 7 7/8" 23' - 0" 19' - 4 1/2" 18' - 4 1/2" 20' - 10 1/2" 20' - 10 1/2"1' - 0"19' - 10 1/2" 21' - 10 1/2" 33' - 8" 32' - 8" 33' - 8" 20' - 6" 21' - 6"

SF3.5

SF3.5

2S302

1S300

Sim

1S300

SimSF3.5

SF3.5SF3.5

SF3.5

-4' - 11"

-4' - 11"

-4' - 11"

SF3.5 SF3.5

SF3.5

SF3.5

SF3.5

SF3.5

-4' - 11"

WF2

WF2

WF2

12" CONCRETE

12" CONCRETE

SF3.5

SF3.5

P24

P24

P24

7S300

SF3.5

SF4.5SF4.5

SF4.5SF4.5

-7' - 1"-7' - 1"

-7' - 1"-7' - 1"

P24P24

-6' - 0" -4' - 9"

S5013

TYP.

S5013

TYP.

S5013

TYP.

SF3.5

SF3.5

SF3.5

SF3.5

COMPRESSEDAIR SUPPLYSYSTEM

(6 TON) BOILER

2S501

TYP.

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:2

0 PM

1/16" = 1'-0"


JDR


FIR

ST F

LOO

R P

LAN

JDR 09/30/16

030-2968

AMERICA'S BEST BLOCKFIRST FLOOR PLAN

DRS 09/30/16

09/30/16

PLAN

NORTHSCALE: 1/16" = 1'-0"FIRST FLOOR PLAN

NOTES:

1. ELEVATIONS REFERENCE FINISH FLOOR. REFERENCE LEVEL = 0'-0" (FIRST FLOOR)2. P# INDICATES PIER TYPE. SEE S500 FOR DETAILS. P24, TYPICAL U.N.O.3. T/FOOTING ELEVATION = -2'-0" TYPICAL U.N.O.4. ALL EQIPMENT FOUNDATIONS ARE PRELIMINARY AND ARE CONTINGENT UPON THEMANUFACTURERS LAYOUT AND REACTIONS.5. C.J. INDICATES CONTROL/CONSTRUCTION JOINT. SEE DETAILS ON S500.6. ALL EQUIPMENT FOUNDATIONS AND PITS SHALL BE COORDINATED WITH THE SUCCESSENGINEERING CUT SHEETS AND DRAWINGS. (CHANGZHOU SUCCESS BUILDING MATERIALMACHINERY CO. SHALL PROVIDE ALL THE DETAILING FOR EQUIPMENT ATTACHMENT TOSLAB ON GRADE). CONCRETE PIT SIZES AND LOCATIONS TO BE CONFIRMED WITHSUCCESS ENGINEERING DRAWINGS.7. THESE DRAWINGS CONVEY THE THICKNESS AND REINFORCEMENT REQUIRED FOR THESTRUCTURAL INTEGRITY OF THE SLAB ON GRADE AND CONCRETE PITS.8. ALL EQUIPMENT ATTACHMENT DETAILS SHALL BE BY SUCCESS ENGINEERING.9. USE DETAIL 3 ONN S501 FOR ALL EQUIPMENT SITTING ON SLAB ON GRADE.

FOUNDATION SCHEDULE


REBARLONG. TOP

REBARTRANSV. BOTTOM

REBARTRANSV. TOP

REBAR COMMENTS


SF4.5 4'-6"x4'-6"x1'-0" (6) #4 (6) #4 (6) #4 (6) #4SF5 5'-0"x5'-0"x1'-0" (7) #4 (7) #4 (7) #4 (7) #4

SF5.5 5'-6"x5'-6"x1'-0" (8) #4 (8) #4 (8) #4 (8) #4SF6 6'-0"x6'-0"x1'-0" (8) #4 (8) #4 (8) #4 (8) #4

SF6.5 6'-6"x6'-6"x1'-0" (9) #4 (9) #4 (9) #4 (9) #4SF7 7'-0"x7'-0"x1'-0" (14) #4 (14) #4 (14) #4 (14) #4

SF7.5 7'-6"x7'-6"x1'-6" (14) #4 (14) #4 (14) #4 (14) #4SF8 8'-0"x8'-0"x1'-6" (14) #4 (14) #4 (14) #4 (14) #4

SF8.5 8'-6"x8'-6"x1'-6" (10) #5 (10) #5 (10) #5 (10) #5SF9 9'-0"x9'-0"x1'-6" (11) #5 (11) #5 (11) #5 (11) #5




REBARREBAR

TIES COMMENTS



3S300

2S300

A

M1 M2 M3 M4 M5 M6

MB

MC

MD

ME

5' -

6"12

' - 2

"12

' - 0

"11

' - 0

"13

' - 1

0"1'

- 6

1/8"

82' - 4"

15' - 9" 16' - 4" 16' - 0" 14' - 9" 19' - 6"

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W18

X35

W14X30 W14X30 W14X30 W14X30W14X30

W14X30 W14X30 W14X30 W14X30W14X30

W14X30 W14X30 W14X30 W14X30W14X30

W14X30 W14X30 W14X30 W14X30W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30

W14X30 W14X30 W14X30 W14X30 W14X30

MF

M1.9 M2.1

W10

X19

W10

X19

W10X19

"FD

1"

MA

C

3S300

2S300

B

A

M1 M2 M3 M4 M5 M6

MB

MC

MD

ME

MF

M1.9 M2.1

SF6 SF6 SF6 SF6

SF6 SF6 SF6 SF6

SF6 SF6 SF6 SF6

SF5

SF5

SF5

SF5 SF5 SF5 SF5 SF5 SF5

SF5

SF5

SF5

SF3

SF33' -

8 1/

8"1'

- 9

7/8"

8' -

10 1

/8"

3' -

3 7/

8"

12' -

0"

7' -

8 1/

8"

3' -

3 7/

8"

13' -

10"

1' -

6 1/

8"

P18

15' - 9" 16' - 4" 16' - 0" 14' - 9" 19' - 6"

24' - 9 5/8" 5' - 0"

D

MASF5 SF5 SF5 SF5 SF5 (-5K) SF5

12' -

2"

12' -

0"

11' -

0"

13' -

10"

5' -

6"

STRUCTURAL SYMBOLS AND HATCHING

SYMBOL EXPLANATION

MOMENT CONNECTION

DIRECTION OF DECK SPAN

MASONRY WALL

SPOT ELEVATIONS

CONCRETE WALL

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:2

1 PM

As indicated


JDR


MEZ

ZAN

INE

PLAN

S

JDR 09/14/16

030-2968

AMERICA'S BEST BLOCKMEZZANINE PLANS

DRS 09/14/16

09/14/16

PLAN

NORTHSCALE: 1/8" = 1'-0"MEZANINE FRAMING PLAN

PLAN

NORTHSCALE: 1/8" = 1'-0"FOUNDATION PLAN

NOTES:

1. ELEVATIONS REFERENCE FINISH FLOOR. REFERENCE LEVEL = 0'-0" (FIRST FLOOR)2. "FD1" INDICATES 1.5" DEEP, 22 GA. G90 GALV COMP. DECK WITH 2.5" CONCRETE ABOVE FLUTES (4" TOTALTHICKNESS)3. FOR BEAM REACTIONS NOT SHOWN, SEE GENERAL NOTES FOR MINIMUM END REACTION.4. GALVANIZE OR ZINC PRIME ALL MEZZANINE STEEL.

FOUNDATION SCHEDULE


REBARLONG. TOP

REBARTRANSV. BOTTOM

REBARTRANSV. TOP

REBAR COMMENTS


SF4.5 4'-6"x4'-6"x1'-0" (6) #4 (6) #4 (6) #4 (6) #4SF5 5'-0"x5'-0"x1'-0" (7) #4 (7) #4 (7) #4 (7) #4

SF5.5 5'-6"x5'-6"x1'-0" (8) #4 (8) #4 (8) #4 (8) #4SF6 6'-0"x6'-0"x1'-0" (8) #4 (8) #4 (8) #4 (8) #4

SF6.5 6'-6"x6'-6"x1'-0" (9) #4 (9) #4 (9) #4 (9) #4SF7 7'-0"x7'-0"x1'-0" (14) #4 (14) #4 (14) #4 (14) #4

SF7.5 7'-6"x7'-6"x1'-6" (14) #4 (14) #4 (14) #4 (14) #4SF8 8'-0"x8'-0"x1'-6" (14) #4 (14) #4 (14) #4 (14) #4

SF8.5 8'-6"x8'-6"x1'-6" (10) #5 (10) #5 (10) #5 (10) #5SF9 9'-0"x9'-0"x1'-6" (11) #5 (11) #5 (11) #5 (11) #5




REBARREBAR

TIES COMMENTS



NOTES:

1. ELEVATIONS REFERENCE FINISH FLOOR. REFERENCE LEVEL = 0'-0" (FIRST FLOOR)2. P# INDICATES PIER TYPE. SEE S500 FOR DETAILS. P18, TYPICAL U.N.O.3. T/FOOTING ELEVATION = -2'-0" TYPICAL U.N.O.4. C.J. INDICATES CONTROL/CONSTRUCTION JOINT. SEE DETAILS ON S500.

7 8

V

N

S

3S301

S1 S2 S3

SC

SA

SB

14' - 9 1/8" 14' - 9 1/8"

14' -

9 1

/8"

14' -

9 1

/8"

10' -

9 3

/8"

5S103

9' -

5 1/

2"

6' - 0"

6' - 11 3/4"

W21

X68

( 11'

- 2"

)

W12X26( 11' - 2" )

W12X26( 11' - 2" )

W12

X26

( 11'

- 2"

)W

12X2

6( 1

1' -

2" )

W12X26( 11' - 2" )

W12X26( 11' - 2" )

W12

X26

( 11'

- 2"

)W

12X2

6( 1

1' -

2" )

W12X26 ( 11' - 2" )

W12X26 ( 11' - 2" )

W12X26( 11' - 2" )

W12X26( 11' - 2" )

W12X26

W12X26

W12

X26

W12

X26

W12

X26

W12

X26

"FD2"

4' - 1"

5' -

0"

0' -

7"

W12X26

W12

X26

10' -

9 3

/8"

2' -

11 5

/8"

11' -

9 1

/2"

13' -

1 1

/2"

1' -

7 5/

8"

W12X26

W12

X26

W12

X26

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

7 8

V

N

S

3S301

S1

S1

S2

S2

S3

S3

SC

SA

SB

7' -

7 5/

8"

5S103

W21

X68

( 24'

- 4"

)

W12X26( 24' - 4" )

W12X26( 24' - 4" )

W12

X26

( 24'

- 4"

)W

12X2

6( 2

4' -

4" )

W12X26( 24' - 4" )

W12X26( 24' - 4" )

W12

X26

( 24'

- 4"

)W

12X2

6( 2

4' -

4" )

W12X26( 24' - 4" )

W12X26( 24' - 4" )

W12X26( 24' - 4" )

W12X26( 24' - 4" )

W12

X26

W12

X26

W12X26W12X26

W12X26

W12

X26

( 24'

- 4"

)

W12

X26

( 24'

- 4"

)

W12

X26

( 24'

- 4"

)

W12

X26

( 24'

- 4"

)

"FD2"

7' - 0 1/4"

6' -

8 3/

4"

W12X26 W12

X26

W10

X19

W10

X19

W10

X19

W12X26 W12X26

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

W10

X19

2' - 6 1/2" 14' - 9 1/8" 14' - 9 1/8"

14' -

9 1

/8"

14' -

9 1

/8"

10' -

9 3

/8"

V

N

S

3S301

3S301

S1

S1

S2

S2

S3

S3

SC

SA

SB

W21

X68

W12X26 W12X26

W12

X26

W12

X26

W12X26W12X26

W12

X26

W12

X26

W16X26W16X26

W12X26

W12X26

W12

X26

W12

X26

W12

X26

W12X26

W12

X26

W12X26

W12X26 W12X26

W12X26

W12X26

W12X26

W12X26

W12X26 W12X26

W12X26 W12X26

W12X26

W12X26

W12X26

W12X26

W12X26 W12X26

5S103

13' -

9"

24' -

11"

14' - 9 1/8" 14' - 9 1/8"

14' -

9 1

/8"

14' -

9 1

/8"

10' -

9 3

/8"

STRUCTURAL SYMBOLS AND HATCHING

SYMBOL EXPLANATION

MOMENT CONNECTION

DIRECTION OF DECK SPAN

MASONRY WALL

SPOT ELEVATIONS

CONCRETE WALL

FIRST FLOOR0' - 0"

MEZZANINE 111' - 6"

7 8

3S301

S1 S2 S3

SILO LEVEL 111' - 6"



2' - 6 1/2" 14' - 9 1/8" 14' - 9 1/8"

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:2

3 PM

As indicated


Auth

or


SILO

STR

UC

TUR

E PL

ANS

Author 02/09/17

030-2968

AMERICA'S BEST BLOCKSILO STRUCTURE PLANS

Checker 02/09/17

Approver 02/09/17

PLAN

NORTHSCALE: 1/8" = 1'-0"SILO LEVEL 1

PLAN


PLAN


NOTES:

1. ELEVATIONS REFERENCE FINISH FLOOR. REFERENCE LEVEL = 0'-0" (FIRST FLOOR)2. "FD2" INDICATES METAL GRADING RATED FOR 4 FT. SPANS.3. FOR BEAM REACTIONS NOT SHOWN, SEE GENERAL NOTES FOR MINIMUM END REACTION.4. SILO BEAMS TO BE LOCATED PER THE SILO ATTACHEMENT DETAILS.

NOTES:


NOTES:


SCALE: 3/16" = 1'-0"S1035 SILO STRUCTURE SECTION

FIRST FLOOR0' - 0"

MEZZANINE 111' - 6"

3S300

M1 M2 M3 M4 M5 M615' - 9" 16' - 4" 16' - 0" 14' - 9" 19' - 6"

8" CMU

W10X33

W14X30

W10X33 W10X33 W10X33W10X33 W10X33

W14X30W14X30W14X30W14X30

8" CMU

SF5

P18

SF6

P18

SF6SF6

P18P18

SF6

P18

SF5

P18

S5012

TYP.

S5012

TYP.

FIRST FLOOR0' - 0"

MEZZANINE 111' - 6"

C

2S300

B AMBMCMDMEMF

5' - 6" 12' - 2" 12' - 0" 11' - 0" 13' - 10" 1' - 6 1/8"

STAIRS DESIGNED BY OTHERS

8" CMU

W18X35

W10X33

W10X33W10X33

W18X35W18X35

W10X33

S3005

D MA

FIRST FLOOR0' - 0"

0' - 8"

0' -

8"

#4 DOWEL @ 1'-0" O.C.

#4 @ 1'-0" O.C.

#4 @ 0'-6" O.C.

#4 @ 1'-0" O.C.

#4 @ 1'-0" O.C.

#4 DOWEL @ 1'-0" O.C.

#4 DOWEL @ 1'-0" O.C.#4 DOWEL @ 1'-0" O.C.

8" CONCRETE

8" CONCRETE

FIRST FLOOR0' - 0"

W

S3005

Sim

VER

IFY

7' -

1"

FIRST FLOOR0' - 0"

MEZZANINE 111' - 6"

CB EA D F

0' -

6"

8" CMU

8" CMU8" CMU

WF5WF5WF5

3' - 3 5/8" 15' - 4 3/8" 17' - 3 1/4" 5' - 8 3/4" 10' - 8" 12' - 4" 3' - 10 7/8"1' - 5 1/8"

#4 VERTICAL @ 16" O.C. #4 VERTICAL @ 16" O.C. #4 VERTICAL @ 16" O.C.

FIRST FLOOR0' - 0"

VN TS

S3005

SimS300

5Sim

WF2 WF2

12" CONCRETE

12" CONCRETE

8" CONCRETE

8" CONCRETE 8" CONCRETE

8" CONCRETE

FIRST FLOOR0' - 0"

V

S5008

TYP.

WF2

8" CMU

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:3

0 PM

As indicated


Auth

or


BUIL

DIN

G S

ECTI

ON

S

Author 09/27/16

030-2968

AMERICA'S BEST BLOCKBUILDING SECTIONS

Checker 09/27/16

Approver 09/27/16

SCALE: 1/4" = 1'-0"S3002 MEZZANINE SECTION

SCALE: 1/4" = 1'-0"S3003 MEZZANINE SECTION

SCALE: 3/4" = 1'-0"S3005 TYPICAL CONCRETE PIT DETAIL

SCALE: 1/4" = 1'-0"S3001 PIT SECTION

SCALE: 1/4" = 1'-0"S3004 BUILDING SECTION


SCALE: 3/4" = 1'-0"S3007 TYPICAL FOUNDATION WALL DETAIL

FIRST FLOOR0' - 0"

MEZZANINE 111' - 6"

C BE A

51 TON AUTO CLAVE 51 TON AUTO CLAVE 51 TON AUTO CLAVE 51 TON AUTO CLAVE

SADDLE BY OTHERS SADDLE BY OTHERS

D

S3005

Sim

S3005

Sim

#4 @1' - 0"#4 @1' - 0" #4 @1' - 0" #4 @1' - 0"

#5 @1' - 0"#5 @1' - 0"

#4 @1' - 0"#4 @1' - 0"#4 @1' - 0"

#4 @1' - 0"

#4 DOWEL @ 1'-0" O.C.

FIRST FLOOR0' - 0"

6

VER

IFY

PIT

DEP

TH

3' -

3 3/

8"

S3005

Sim

12" CONCRETE PIT

FIRST FLOOR0' - 0"

V K

SC SASB




14' - 9 1/8" 14' - 9 1/8" 14' - 4 3/8"

S3005

Sim

S3005

Sim

14" CONCRETE 14" CONCRETE

1' -

0"

5S103

VAR

IES

14' -

6"

#9 @1' - 1"

#4 @7"

#9 @1' - 1"

#4 @7"

#9 @11"

#4 @9"

#4 @1' - 6"

#4 @1' - 6"

#4 @1' - 6"

#4 @1' - 6"

#4 @ 1'-0" O.C. DOWELS #4 @ 1'-0" O.C. DOWELS

FIRST FLOOR0' - 0"

MEZZANINE 111' - 6"

X V

0' - 8"

7' -

1"

S3005

Sim

P24

SF4.5SF4.5

P24

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:3

3 PM

As indicated


Auth

or


BUIL

DIN

G S

ECTI

ON

S

Author 09/28/16

030-2968


Checker 09/28/16

Approver 09/28/16

SCALE: 1/4" = 1'-0"S3011 BUILDING SECTION


SCALE: 1/4" = 1'-0"S3013 SILO STRUCTURE AND PIT SECTION


FIRST FLOOR0' - 0"

C BE ADKNS

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

S3005

Sim

24' - 11" 16' - 0" 23' - 0" 12' - 4" 10' - 8" 23' - 0" 18' - 8"

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:3

4 PM

1/4" = 1'-0"


Auth

or


BUIL

DIN

G S

ECTI

ON

S

Author 02/16/17

030-2968


Checker 02/16/17

Approver 02/16/17


VAPOR BARRIER COMPACTED GRANULARSUB-BASE

#4x2'-0" LONG@ 12" O.C.

0.33

T

TTPE

R G

EOTE

CH

REC

OM

M.

VAPOR BARRIER COMPACTEDGRANULARSUB-BASE

SAWCUT OR INSERTPREMOLDED STRIP DURINGPOUR FILL WITH JOINT SEALANT

1/4"

T

T0' -

2"

PER

GEO

TEC

H R

ECO

M.

xxx

JOINT SEALANT ONPREMOLDED EXP.JOINT FILLER

COMPACTEDGRANULARSUB-BASE

VAPORBARRIER

T

PER

GEO

TEC

H R

ECO

M.

0' - 0 1/2"

EL. T/ FOOTING (SEE PLAN)

ROUGHEN SURFACE1/4" RIDGESCONTINUOUS

EXIST. CONC. SLAB-ON-GRADE; ROUGHEN EDGESTO RECIEVE NEW CONC.(TYP. ALL AROUND)

NEW 4" CONC. SLAB-ON-GRADEw/6X6-10X10 W.W.F.

REMOVE EXIST. TRENCHES/PITS PERDEMO. DWGS. & PLACE COMPACTEDFILL & 4" OF GRAVEL BELOW NEWCONC. SLAB PATCH

SAVE 12" MIN. OF EXISIT. W.W.F.DURING DEMO. & LAP w/ NEWW.W.F. (TYP. ALL AROUND CUTOUT AREA)

0' -

4"

0' -

2"0'

- 2"

12"

3"x12" KEY

REINF. PER APPROPRIATESECTION AND/OR DETAIL

CONCRETEFOOTING

JOINT AS REQ'D.AND APPROVED

LAP SPLICE ORMECHANICALCOUPLING

FOO

TIN

G D

EPTH

CLASS "B" TENSION

FOOTING LONG.REINFORCING

BENT CORNER BARAT EA. LONGITUDINAL BAR,MATCH LONGITUDINAL BARSIZE

EL. T/ FOOTING (SEE PLAN)

4" CMU WALL

LONGITUDINALBARS (CONT.)

TRANSVERSE BARS

DOWELS TO MATCH VERT. BARSOR MIN. #4's @32" O.C. (TYP)

6"

24"

DOWEL IN TOP OF WALL TO ALLSLABS ON GRADE w/ #4 DOWELS24"x24" @ 24" O.C. U.N.O.

FILL SPACE WITH GROUTWHEN BELOW GRADE

CMU WALL

EQUAL EQUAL

W

WIDTH 3" CLR.

3" C

LR.

D

DEP

TH

CLE

AR C

OVE

R0'

- 1

1/2"

Ld

LAYER A

LAYER B

0' -

3"

0' -

2"

LAYER B

LAYER A

SEE FOUNDATION PLAN

SEE

PLAN

MIN

. CO

VER

0' -

3"

MIN. COVER0' - 3" PIER VERTICAL

REINFORCEMENT

PIER HORIZONTALTIES

U-BAR SEE SCHEDULE

U-BAR SEE SCHEDULEALTERNATE DIRECTIONFROM LAYER A

SEE

SCH

EDU

LE

SEE SCHEDULE

VERTICAL REINFORCEMENT

HORIZONTAL TIE

VERTICAL REINFORCEMENT

HORIZONTAL TIE

ANCHOR BOLT

ANCHOR BOLT

STEEL COLUMN

(2) ADDITIONAL #4 TIES OR (3)#3 TIES WITHIN TOP 5" OF PIER

HELICAL PIERS INSTALLED TO RESIST UPLIFT REACTIONS@ EVERY METAL BUILDING COLUMN FOUNDATION. SEEFOUNDATION PLAN FOR UPLIFT REACTIONS.

xx x xx x x xxx

ELEVATION

T/CONCRETESLAB-ON-GRADEEL. SEE PLAN

CL. COL.

CONCRETECOLUMN ORPIER

ISOLATIONJOINT

CONTROLJOINT

FOUNDATIONWALL

CONCRETECOLUMN ORPIER

ISOLATIONJOINT

CONTROLJOINTS

1/4" EXP. JT. FILLERw/ SEALANT @ TOP COLUMN

NOTE:PLACE CONC. AROUNDCOLUMN AFTER SLABHAS BEEN CONSTRUCTED

CL COL.

CL COL.

CL

CO

L.

CL

CO

L.

PLAN VIEW ATINTERIOR COLUMN

PLAN VIEW ATEXTERIOR COLUMN

45.00°

MINIMUM

0' - 2"

1 1/2"

xx x x xxx xxxxx x x

EL. T/ FTG.

EL. T/ PIER

FLOOR

EL. BOT. B. PL.

B.PL.COL.

SECTION

PLAN

COL.

FTG.

NOTE:WHERE NO PIER ISINDICATED PLACEA. BOLTS IN FOOTING

1/4" EXP. JT. FILLERw/ SEALANT @ TOP

CONC. OR BLOCK WALLWHERE APPLICABLESEE PLAN

DIAMOND SHAPEDISOLATION JT. (TYP.)ADAPT TO ALLCONDITIONS

NOTE:WF OR PIPE COL., BASE PLATE, PIER,FOOTING OR CAISSON TO BECENTERED ON GRID LINEINTERSECTION U.N.O.

CLOSED TIES, SEE SCHEDULEFOR SIZE AND SPACING

CONC. PIER(IF REQ'D.)

VERT. REINF. FOOTINGDOWELS TO MATCH

CL

CL

NOTE:FOR SIZES, ELEVATIONSAND DIMENSIONS SEEAPPROPRIATE SCHEDULES

1 1/2"

COVER2"

MIN.

PIER

CONC.

DIM. "A"

B. PL.

DIM

. "A"

B. P

L.

PIER

CO

NC

.

UNLESS NOTED ELSEWHERE

4-1" DIA. F1554 A. BOLTS1'-0" EMBED. + NUT

GR

OU

TN

.S.

1 1/2" CLEAR

(2) ADDITIONAL #4 TIES OR (3)#3 TIES WITHIN TOP 5" OF PIER

0' -

5"

TIE

SPAC

ING

1/2

TYPI

CAL

1/4" EXP. JT. FILLERw/ SEALANT @ TOP

SEE SCHEDULE

SEE

SCH

EDU

LE

TYP.

2" C

LR.

SEE PIER SCHEDULESEE PIER SCHEDULE

xxxx x x x x xx

11

VAPORBARRIER

W.W.F. 1-#4 CONT.

COMPACTEDGRANULAR SUB-BASE

1' - 0"

T SEE

PLAN

DEP

RES

SIO

N

T

T

1'-0"

11

WALL FTG. REINF.(SEE SCHED.)

T/FTG. ELEV.SEE PLAN

SEE PLAN FORSTEP LOCATION

BARS TO MATCHFTG. LONG. REINF.

TRANSITION BARS SAMESIZE AND QUANTITY ASFTG. LONG. REINF.

#5 BAR

x

x

x

x

x x

x

x

x

x

x

xx

W.W.F.#4 CONTINUOUSEACH SIDE

0' -

1"

1' - 0"

1' - 2"

1' - 8"

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:3

9 PM

As indicated


Auth

or


FOU

ND

ATIO

N D

E TAI

LS

Author 09/23/16

030-2968

AMERICA'S BEST BLOCKFOUNDATION DETAILS

Checker 09/23/16

Approver 09/23/16

S5001 TYPICAL CONSTRUCTION JOINT DETAIL

S5002 TYPICAL CONTROL JOINT DETAIL

S5003 TYPICAL ISOLATION JOINT DETAIL

S5004

TYPICAL CONCRETE STEM WALL CONTINUOUS WALLFOOTING DETAIL

S5005 TYPICAL CONCRETE SLAB-ON-GRADE PATCH DETAIL

S5006 TYPICAL CONCRETE FOOTING CONSTRUCTION JOINT DETAIL

S5007 TYPICAL WALL FOOTING CORNER DETAIL

S5008

TYPICAL CMU STEM WALL CONTINUOUS WALL FOOTINGDETAIL

S5009

TYPICAL SHEAR AND TENSION ANCHOR BOLT TO CONCRETEPIER DETAIL S500

10TYPICAL SLAB-ON-GRADE ISOLATION JOINT AT COLUMNDETAIL

S50011 TYPICAL COLUMN BASE AT SPREAD FOOTING DETAIL

S50012 TYPICAL CONCRETE PIER DETAIL

S50013 TYPICAL SLAB-ON-GRADE DEPRESSION DETAIL

S50014 TYPICAL STEP IN FOOTING DETAIL

S50015 TYPICAL TRENCH SECTION

STAIR STRINGER(SEE ARCH. DWGS.)

L4x4x1/4"x0'-4" w/3/4" DIA. EXP. BOLT

CONC. SLAB

SPECIFIEDSUB-BASE

2-#5 CONT.

x x x x x x x x x x

11 2' - 0"

3/16"

CONTROL JOINT

CONTROL JOINT

x x x x x x x x x x

W

4"

6"

8"

R

2 - #5 CONT.

10"

12"

2 - #5 CONT.

2 - #5 CONT.

3 - #5 CONT.

3 - #5 CONT.NON-LOAD BEARINGMASONRY WALL,REFER TO ARCHDRAWINGS FOR ALLNON LOAD BEARINGCMU WALLS

1

1

R

2W

12"-

TT

CONTROL JOINT

CONTROL JOINT

WALL REINFORCING (SEE PLAN)

EQUIPMENT DIM.0' - 6" 0' - 6"

EQUIPMENTNOTE:FOR SLAB-ON-GRADE THICKNESSSEE FOUNDATION PLAN

1/2" ISOLATION JOINT(TYP. ALL AROUND)

VAPOR BARRIERCOMPACTED GRANULARSUB-BASE

#5 @ 12" O.C.EA. WAY

0' -

4"

T

PER

GEO

TEC

H R

ECO

M.

1'-0

"

2'-6

"3'

-6"

FILL w/ LEAN CONCRETE& VIBRATE, ROUND TOPTO SMOOTH FINISH

6" DIA. SCH80 PIPE

CONC. SLAB-ON-GRADE

18" DIA. CONC. BASEw/ FIBER REINFORCEMENT

5/8" DIA. HOLE w/ #4REBAR x 12" LONGINSERTED INTO HOLE& SPOT WELD INTOPLACEIF FOOTING IS

ENCOUNTEREDSHALLOWER,EXTEND TOFOOTING

2' -

1"

DOWELS MAY BE BENT UP TO1 IN. (25 MM) LATERALLY PER6 IN. (152 MM) VERTICALLY

VERTICAL REINFORCEMENT,AS REQUIRED

CONCRETE MASONRY WALL

CONCRETE FOUNDATION

GROUT, AS REQUIRED 2-#5 (CONT.)

2-#5 DOWELS

24"

24"

2-#5 (CONT.) 2-#5 VERT.(CONT.)

2-#5 (CONT.)

2-#5 DOWELS

2-#5 (CONT.)

24"24"

MASONRY ORC.I.P. WALL

CONC. PIER(SEE PLAN)

DOVE-TAIL SLOTS AND METALANCHORS

SEE

PLAN

PLAN VIEW

BARS TO EXTEND FULL HEIGHTOF STORY IN WHICH OPENING

OCCURS (GROUT SOLID)

SEE ARCH. DWGS. FORLOCATIONS & DIMENSIONS

MASONRY OPENING0' - 4 1/4"

2-#5 VERT. EACH SIDE OF OPENING

2-HORIZ. REINFORCING BARS

OPEN END UNITS

LINTEL UNIT

INVERTED BOND BEAM UNITSWITH WEBS REMOVED ASREQUIRED FOR HORZ. REINF.

ELEVATION

SECTION

LINTELS UNITS OPENING

40 BAR DIA. OR 2'-0"

STIRRUPS WITH STANDARD135-DEGREE HOOK

2-HORIZ. REINFORCEMENTBARS TOP AND BOTTOM

ALTERNATE

NOTE:CONTROL JOINTS SHALL BELOCATED 15'-0" O.C. TYPICALAND AT CORNERS OF ALLOPENINGS, MIN 1 PER WALL.

POLYSTYRENE CONTROL FILLEROR BUTYL RUBBER RODS.

PROPRIETARY CONTROL JOINT

CAULKING

ENDS WEBS CUT

GROUTED IN CORES2-15M RODS

TRUSS-TYPE WALLREINF. @ 16" O.C.(ALTERNATECOURSES)IF APPLICABLE

RECTANGULARMASONRY TIES @16" O.C.ADJACENT TOJOINT, ASREQUIRED

NEW MASONRYWALL

SEALANT & FOAMBOARD EA. SIDE

L3 1/2"x3 1/2"x 5/16" CONT.,STOP ANGLE 6" FROM T/FTG.AND T/WALL WRAP ANGLE w/BLDG. PAPER, 3/4" DIA. EXP.BOLTS @ 4'-0 O.C. & 12"FROM EACH END OF ANGLE

EXIST. MASONRYOR CONC. WALL

1/2" JOINT

(SEE

PLA

N)

WAL

L TH

K.

GROUT CELLSFULL ADJACENT TO WALLMINIMUM 1 FULL COREAND PARTIAL CORE TO WALL FACE

OPEN END OROTHER TYPE UNIT

OPEN END UNIT32"

32"

HALF UNIT

HORIZONTAL JOINT REINFORCINGSTARTING AT FIRST COURSE ABOVEFOUNDATION. LAP SPLICES 6". USEPREFAB. L's & T's AT WALLINTERSECTIONS. 16" O.C.

PROVIDE FOOTING DOWELSTO MATCH WALL REINFORCING.IMBED DOWEL 12" INTO FOOTINGAND 12" INTO WALL.

AT CORNER

AT FREE END

2-#5 CONT. UNLESSOTHERWISE NOTED

CORNERTIES@16" O.C.

VERTICAL WALLREINF. SEE PLANSFOR SIZE ANDSPACING

PLAN

SEE

STEEL LINTEL PER SCHEDULE

VERTICAL REINFORCING ABOVEAND BELOW OPENINGS (SAMEAS TYPICAL REINFORCING)

PROVIDE ANCHOR BOLTSPER LINTEL SCHEDULE

REINFORCING ABOVE AND BELOW OPENINGSw/ (2)-#5 CONT. EXTENDED 2'-6" BEYOND OPENING

(1) - DOWEL ATEACH VERTICAL BAR

BASE OF WALL

TOP OF WALL

VERTICAL REINFORCINGFULL HEIGHT AT ENDOF ALL WALLS ANDINTERSECTIONS

PROVIDE BARS EACH FACEFULL HEIGHT AT EACH SIDEOF OPENING. SIZE TO MATCHTYPICAL WALL REINFORCING(SEE SECT. "A")

PROVIDE (2) BARS ATEACH END OF LINTEL

A

A

A

A

SECT. A-ANOTES:

1. SEE GENERAL NOTES AND WALL SECTIONS FOR WALL REINFORCING.2. LOCATE REINFORCING AS SHOWN ON TYPICAL WALL REINFORCING DETAIL.3. SEE GENERAL NOTES FOR HORIZONTAL JOINT REINFORCING AND SPLICES.4. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF WALLS NOT SHOWN ON STRUCTURAL DRAWINGS.5. GROUT CELLS SOLID FULL HEIGHT AT ALL VERTICAL REINFORCING.

STEEL LINTEL PER SCHEDULE

BOND BEAMw/ (2)-#5 CONT.AT TOP OF WALL

ADD (1)#5 X 4'-0"TOP AND BOTTOM

#3 TOP

C.J.

AT DISCONTINUOUS JOINTS

2'-0

" MIN

.

ADD (1)#5 X 3'-0"TOP AND BOTT.

ADD (1)#5 X 3'-0"TOP AND BOTT.

NOTE (FOR S.O.G.):OMIT DIAGONAL & (1) SIDE IFC.J. ALIGNS WITH CORNER

S.O.G./S.O.D. AT INSIDE CORNERS

DETAIL APPLIES AT SLABS ON GRADE AND ELEVATED SLABS (ALSO ON METAL DECK)

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:4

2 PM

As indicated


Auth

or


FOU

ND

ATIO

N A

ND

MAS

ON

RY

DET

AILS

Author 09/23/16

030-2968

AMERICA'S BEST BLOCKFOUNDATION AND MASONRY DETAILS

Checker 09/23/16

Approver 09/23/16

S5011

TYPICAL THICKENED SLAB-ON-GRADE AT STAIR STRINGERDETAIL

S5012

TYPICAL THICKENED CONCRETE SLAB-ON-GRADE UNDER ALLNON-LOAD BEARING CMU WALLS

S5013 TYPICAL EQUIPMENT PAD DETAIL

S5014 BOLLARD DETAIL @ GROUND LEVEL

S5015 TYPICAL C.M.U. FOUNDATION DOWEL ALIGNMENT

S5016 TYPICAL BOND BEAM AT CORNER DETAIL

S5017 TYPICAL BOND BEAM AT INTERSECTION DETAIL

S5018 TYPICAL DETAIL AT CONCRETE PIERS

S5019

TYPICAL JAMB REINFORCING FOR OPENING IN MASONRYWALL DETAIL

S50110 TYPICAL LINTEL DETAIL

S50111 TYPICAL LINTEL SECTIONS WITH STIRRUPS

S50112 TYPICAL MASONRY WALL CONTROL JOINT DETAIL

S50113

TYPICAL NEW MASONRY WALL CONNECTION TO ADJACENTEXISTING MASONRY OR CONCRETE WALL

S50114

TYPICAL PARTIALLY GROUTED C.M.U. 32-INCHREINFORCEMENT SPACING DETAIL

S50115 TYPICAL REINFORCED C.M.U. WALL DETAILS

S50116 TYPICAL MASONRY OPENINGS

S50117 TYPICAL REINFORCING AT RE-ENTRANT CORNERS

JOINT LOCATION ATCONTRACTORS OPTION w/ENGINEERS APPROVAL

1-1/2" (MIN.) DEEP KEY CONT. WATER STOP

(BOTH FACES)

24" LAP

T

T/3

T/3

T/3

NOTES:CONSTRUCTION JOINTS SHALL BE INSTALLED IN ADVANCE OFTHE DAY'S PLACEMENT AND SHALL BE LOCATED AT REGULARCONTRACTION JOINT SPACING. ALLOW 48 HOURS BETWEENADJACENT POURS.

24"

24"CORNER BARS - SAME SIZE& SPACING AS OF HORIZ. REINF.

24"

24"

ENTRY BARS - SAME SIZE& SPACING AS OF HORIZ. REINF.

REINFORCEMENT. SEEAPPROPRIATE SECTIONOR DTLS. FOR SIZE ANDSPC'G

CONTROL JOINT LOCATION@ 15'-0" O.C. TYP.

SEALANT

EXTERIOR FACE

3/4" x 3/4" BEVEL

1' -

0"

3/4"

0' - 0 3/4"

0' - 0 1/2"

DISCONTINUE EVERY OTHER HORIZONTALREINFORCING BAR (EACH FACE). BALANCE OFTHE HORIZONTAL REINFORCING BARS (50%)SHALL BE CONTINUOUS.

NOTES:

1. WALLS MAY BE PLACED IN ONE CONTINUOUS OPERATION TO A MAXIMUMLENGTH OF 60'-0". CONTROL JOINTS MUST BE INSTALLED AT THE LEASTSPACING OF:

a. FIELD OF WALL: 1.5 x WALL HEIGHT (IN FT), AS SHOWN ONDRAWINGS, OR 30'-0", WHICHEVER IS SMALLEST.b. FROM CORNERS: 0.75 x WALL HEIGHT (IN FT), OR 15'-0".

2. CONTROL JOINTS IN EXPOSED AREAS SHALL BE INCORPORATED INTO THECONCRETE FINISH WORK.

FLOOR LINE

OPENING SIZE

LESS THAN 5'-0"

5'-1" TO 7'-0"

7'-1" TO 9'-0"

MORE THAN 9'-0"

REINFORCING

2#5

2#6

2#7

CONSULT ENGINEER

FLOOR LINE

ACI STANDARD HOOKWHERE MIN. EMBED.IS NOT POSSIBLE

WHERE EXTENSION IS NOT POSSIBLE,EXTEND BARS AS FAR AS POSSIBLE ANDPROVIDE STANDARD ACI HOOK

LINTEL BARS-SEE SCHEDULE

JAMB BARS TOMATCH VERT. REINF.

TYPICAL WALLREINFORCING

LINTEL BAR SCHEDULE

WHERE EXTENSION IS NOT POSSIBLE,EXTEND BARS AS FAR AS POSSIBLE ANDPROVIDE STANDARD ACI HOOK

LINTEL BARS-SEE SCHEDULE

JAMB BARS TOMATCH VERT. REINF.

DOWELS TOMATCH JAMB BARS

SPLICE

LAP

SPLI

CE

LAP

SPLICE

LAP

SPLI

CE

LAP

SPLI

CE

LAP

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:4

3 PM

3/4" = 1'-0"


Auth

or


CO

NC

RET

E D

ETA I

LS

Author 09/23/16

030-2968

AMERICA'S BEST BLOCKCONCRETE DETAILS

Checker 09/23/16

Approver 09/23/16

S5021 TYPICAL CONCRETE WALL CONSTRUCTION JOINT DETAIL

S5022 TYPICAL CONCRETE WALL CORNER DETAIL

S5023 TYPICAL CONCRETE WALL INTERSECTION DETAIL

S5024 TYPICAL CONCRETE WALL VERTICAL CONTROL JOINT DETAIL

S5025

TYPICAL MINIMUM REINFORCING AT CONCRETE WALLOPENINGS

AT FLANGE AT WEB

AT FLANGE

AS DENOTEDON PLANS

AS DENOTEDON PLANS

AS DENOTEDON PLANS

STIFF. PLATE EA. SIDEOF COL. WEB (SAMETHICKNESS AS BEAMFLANGES)


NOTE:CONN. APPLIESBOTH SIDES OFCOLUMN WEB

COL.C.L.

COL.C.L.

COL. C.L.

PLATE 1/4" THICKERTHAN BEAM FLANGETYP. TOP AND BOTTOM

3/8" SHEAR PLATE W/MAX. DEPTH BOLTEDSHEAR CONNECTION

MAXIMUM DEPTHDOUBLE 3/8" ANGLEBOLTED SHEAR CONN. M

MAXIMUM DEPTHDOUBLE 3/8" ANGLEBOLTED SHEAR CONN.

TYP.

MTYP.

MTYP.

AT FLANGE AT WEB

AS DENOTEDON PLANS AS DENOTED

ON PLANS


NOTE:CONN. APPLIESBOTH SIDES OFCOLUMN WEB

COL.C.L.

COL.C.L.

COL. C.L.

3/8" SHEAR PLATE W/MAX. DEPTH BOLTEDSHEAR CONNECTION




FLANGE PLATETOP&BOTTOMTYPICAL

AT FLANGE

AS DENOTEDON PLANS

FLANGE PLATETOP&BOTTOM

TYPICAL

FLANGE PLATETOP&BOTTOMTYPICAL

ELEVATION PLAN VIEW

EL. T/FDN.

0' -

1 1/

2"

BSE

E SC

HED

ULE

ASEE SCHEDULE

0' -

1 1/

2"0' - 1 1/2"

COLUMNBASE PL.(AxBxt)

A.B.

PR

OJE

CTI

ON

BASE

PLA

TE T

HIC

KNES

S

1" N

ON

-SH

RIN

K G

RO

UT

GROUT SHALL BEIN FULL CONTACTUNDER BASEPLATENO MORE THAN 2 STORIES ABOVESHALL BE CONSTRUCTEDBEFORE PLACEMENT OF GROUT

0' - 9"

LEVELING NUTSOR SHIM PLATESBY STEEL ERECTIONCONTRACTOR

RADIUS IS GREATEROF 2x WEB THICKNESSOR 5/8"

HORIZONTALSTIFFENER,T&B, E.S.

CONSULT ENGINEERFOR OPENINGS NOTSHOWN ON PLANS

NOTE:SEE TYPICAL DETAIL OF WEBOPENINGS IN STEEL BEAMSFOR NOTES NIT SHOWN

SEE PLAN FOR SIZEAND LOCATION

OPNG.C.L.

C.L

.

W

H

BM. FLG.COPE

FROM END OF BM.OR FROM C.L. OF

BM. CONN.

NOTE-A:ALL HOLES TO BE LOCATED THRU BEAM WEBS SHALL OCCUR WITHIN THEMID-THIRD OF THE BEAM DEPTH.

NOTE-B:HOLES LOCATED WITHIN THE MID-THIRD OF THE BEAM SPAN MAY BE MADEWITHOUT PLATE REINFORCEMENT.

NOTE-C:HOLES LOCATED OUTSIDE THE MID-THIRD OF THE BEAM SPAN SHALL BEREINFORCED WITH A 1/4" PLATE EACH SIDE OF WEB. PLATES SHALL BE INSTALLEDPRIOR TO MAKING HOLE.

NOTE-D:ALL HOLES SHALL BE DRILLED.

NOTE-E:ANY HOLES NOT COVERED BY THE ABOVE MUST BE BROUGHT TO THEATTENTION OF THE ENGINEER.

FOR SIZES, ELEVATIONS AND DIMENSIONS SEEAPPROPRIATE SCHEDULES.

END OF BM.

NOTE-A

NOTE-B

NOTE-C

SPAN C.L.‚

2'-0" (MIN.)

D

D/3

D/3

D/3

TYP.

d/2

12" MAX.

d

1/6 BM. SPAN

3/16"

C6x13 TYP.

NOTE:SEE ARCH., MECH. ETC. DRAWINGSFOR NUMBER, SIZE AND LOCATION OFOPENINGS

DECK SPAN

NOTE:OPENINGS w/ DIMENSIONS LARGER THAN 1'-0"x2'-0"NOT SHOWN ON STRUCTURAL DRAWINGS

CL SUPPORTINGMEMBER

CL SUPPORTINGMEMBER

PLAN

SEE

X 0' - 2"

6'-0" MAX.

2'-0" MIN. 0' - 2" X

0' -

2"

4'-0

" MAX

.

OPE

NIN

G0'

- 2"

NOTE:FOR OPENINGS NOT SHOWN ONSTRUCTURAL DRAWINGS

SEE ARCH., MECH.ETC. DRAWINGSFOR NUMBER,SIZE ANDLOCATION OFOPENINGS

NOTE:

DECK SPAN

SUPPORTING MEMBERCL

SUPPORTING MEMBERCL

PLAN

SEE

X

2'-0" MAX.

10" MIN. X

2'-0

" MAX

.

10" M

IN.

L4x3_1/2x3/8"LLV TYP.

x x x x

MET. DK.DIR. VARIES

FLOOR BEAM

LT. GA. MET. POURSTOP, 10" MAX.

OVERHANG

xx

T/CONCRETEEL. SEE PLANS

BM.CL

E.O.S. VARIES

0' - 3"

"T"

#3 CONTINUOUS

OVERHANG

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

UT

TAB:

PLO

T D

ATE/

TIM

E:

USE

R:

CONTRACT No.

PHASE No.



PHONE(304) 624-4108



(FAX)(304) 624-7831

2/27

/201

7 3:

11:4

4 PM

3/4" = 1'-0"


Auth

or


STEE

L D

ETAI

LS

Author 09/23/16

030-2968

AMERICA'S BEST BLOCKSTEEL DETAILS

Checker 09/23/16

Approver 09/23/16

S5031 TYPICAL BEAM TO COLUMN MOMENT CONNECTION DETAIL

S5032 TYPICAL BEAM TO COLUMN MOMENT WELDED FLANGES

S5033 TYPICAL COLUMN BASE DETAIL

S5034

TYPICAL RECTANGULAR WEB OPENINGS IN STEEL BEAMSDETAIL

S5035 TYPICAL WEB OPENINGS IN STEEL BEAMS DETAIL

S5036 TYPICAL FLOOR LARGER OPENING DETAIL

S5037 TYPICAL FLOOR SMALL OPENING DETAIL

S5038 TYPICAL EDGE OF SLAB POUR STOP DETAIL

COLUMN SCHEDULE

FIRST FLOOR FIRST FLOOR

0' - 0" 0' - 0"

MEZZANINE 1 MEZZANINE 1

11' - 6" 11' - 6"

SILO LEVEL 2 SILO LEVEL 2

24' - 8" 24' - 8"

SILO LEVEL 3 SILO LEVEL 3

37' - 10" 37' - 10"

Column Locations M1-MA, M1-MB, M1-MC, M1-MD,M1-ME, M2-MA, M2-MB, M2-MC,M2-MD, M2-ME, M3-MA, M3-MB,M3-MC, M3-MD, M3-ME, M4-MA,M4-MB, M4-MC, M4-MD, M4-ME,M5-MA, M5-MB, M5-MC, M5-MD,M5-ME, M6-MA, M6-MB, M6-MC,

M6-MD, M6-ME

M1.9-MF, M2.1-MF S1-SA, S1-SC, S3-SA, S3-SC S1-SB, S2-SA, S2-SC, S3-SB

HSS

6X6X

3/8

T/COLUMN = 11' - 2"

BOTTOM/BASEPLATE = -0' - 7"

W10

X33

W10

X33

W10

X49

BOTTOM/BASEPLATE = -0' - 7" BOTTOM/BASEPLATE = -0' - 7"

Tension lap spice lengths, (bar diameters, db) for grade 60uncoated bars; normal-weight concrete

Lap Length per Spacing and Cover Case

7000

2 3 1 2 3

>=8000

6000

5000

4000

3000

#7-#11

#3-#6

B 85db

66db

68db

54db

91db

70db

74db

56db

99db

76db

80db

62db

108db

83db

86db

68db

121db

93db

98db

74db

139db

107db

112db

86db

57db

44db

46db

36db

61db

47db

50db

38db

66db

51db

54db

42db

72db

56db

58db

46db

81db

62db

66db

50db

93db

72db

74db

58db

34db

27db

28db

22db

37db

28db

30db

23db

40db

31db

32db

26db

43db

34db

42db

32db

49db

37db

40db

30db

56db

43db

46db

36db

66db

51db

54db

42db

70db

54db

56db

44db

76db

59db

62db

48db

83db

64db

68db

52db

93db

72db

74db

58db

107db

83db

86db

66db

44db

34db

36db

28db

47db

36db

38db

30db

51db

39db

42db

32db

56db

43db

46db

34db

62db

48db

50db

38db

72db

55db

58db

44db

27db

21db

22db

18db

28db

22db

23db

18db

31db

24db

26db

19db

34db

26db

27db

21db

37db

29db

31db

24db

43db

33db

36db

28db

1

A

B

A

f'c(psi)

BarSize

LapClass

Lap notes:

1. Lap splice lengths are based on ACI318-08 section 12.2 andsubsections 12.2.2 and 12.2.3.

2. Category definitions: (see figures below for additional information).

Category 1 - Code 12.2.2 other cases - does not meetcategory 2 or 3.

Category 2 - Code 12.2.2 - clear spacing of bars beingdeveloped or spliced not less than 2db and clear cover notless than db.

Category 3 - Code 12.2.3 - clear cover not less than 2dband clear spacing not less than 4db.

3. Minimum lap splice shall not be less than 12 inches.

4. Multiply above lengths by 1.25 for grade 75 reinforcing steel.

5. Top bars are defined as horizontal reinforcement so placed thatmore than 12 inches of fresh concrete is cast in the member belowthe development length or splice.

6. Compression laps for GR. 60 uncoated bars in normal weightconcrete with a minimum strength of 3000 psi shall be 30 db. Use 44db for GR. 75 compression lap.

7. For epoxy-coated bars or wires with cover less than 3db, or clearspacing less than 6db, multiply lap length by 1.5. For all other epoxycoated bars or wires, multiply lap length by 1.2.

8. For lightweight concrete multiply lap length by 1.3.

9. Lap Class is determined in accordance with ACI318-08 section12.15.2, use class B U.N.O.

Category 2Face of concrete

Clear spacing atstaggered splices

Clear Spacing, X

Category 3Face of concrete

Clear spacing atoffset column bars

Offset barsfrom columnbelow

Bars incolumnabove

REINFORCING LAP LENGTH SCHEDULE

#7-#11

#3-#6

B

A

B

A

#7-#11

#3-#6

B

A

B

A

#7-#11

#3-#6

B

A

B

A

#7-#11

#3-#6

B

A

B

A

#7-#11

#3-#6

B

A

B

A

Top Horizontal Bars

Category

All Other Bars

Category

5

4

7 8

3

9

>=4db

Clear Spacing, X

>=2d

b

>=2db

>=db

*GROUT 16" DEEP * GROUT 16" DEEP * GROUT 24" DEEPW

W

WT4x6.5 WT5x7.54

10

12

0-4 FT. 4-5 FT. 5-6 FT. 6-8 FT.

6 WT4x9 WT5x11

8

10

8-10 FT.

C6x8.2 / PL 7 1/2"x1/4"

8

L31/2x31/2x5/16"4

L4x4x5/16" L6x4x5/16" L7x4x3/8"

12

10

12

8

4

MASONRY LINTEL

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #4 BARS

2 ~ #5 BARS

2 ~ #5 BARS

2 ~ #5 BARS

2 ~ #6 BARS

2 ~ #6 BARS

LINTEL SCHEDULE (for non-bearing walls only, notify engineer for load bearing situations))

NOTES:

1. LINTELS IN THIS SCHEDULE ARE DESIGNED FOR NORMAL WEIGHT CONCRETE MASONRY AND UNIFORM LOADING CONDITIONS.SUPERIMPOSED FLOOR OR ROOF LOADS REQUIRE A SEPARATE DESIGN BY THE ENGINEER.

2. CONNECT 2 ANGLES OF ALL 2 AND 3 ANGLE LINTELS BACK TO BACK AT 24" O.C. MAX.

3. ALL ANGLES HAVE LONG LEG VERTICAL UNLESS OTHERWISE NOTED.

4. BEARING END OF STEEL LINTEL AT CONTROL JOINT SHALL BE WRAPPED WITH BUILDING PAPER.

5. PROVIDE MINIMUM 6" BEARING ON BRICK OR SOLID CONCRETE BLOCK.

6. ALL ANGLES SHALL BE GALVANIZED PER SPECIFICATIONS.

7. PROVIDE MINIMUM 8"x WALL THICKNESS x8" HIGH GROUTED C.M.U. OR BRICK BEARING PAD UNDER ALL LINTELS, UNLESSOTHERWISE NOTED. GROUT JAMBS OF MASONRY OPENINGS 6'-0" AND LARGER FOR FULL HEIGHT AND FOR 8" MINIMUM WIDTH.

8. CONNECT LINTEL TO COLUMN IF MASONRY OPENING IS ADJACENT TO COLUMN AND LINTEL HAS LESS THAN 8" BEARING ONC.M.U. BEYOND COLUMN FLANGES.

9. * DESIGNATES SPANS WHERE STIRRUPS ARE TO BE USED.

10. FOR CONDITIONS THAT ARE NOT MET BY THIS CHART THE CONTRACTOR SHALL NOTIFY THE E.O.R. FOR CLARIFICATION PRIOR TOBIDDING.

11. "W" DENOTING THE WIDTH REFERS TO THE THICKNESS OF THE MASONRY WYTHE, NOT THE WALL THICKNESS. MULTIPLEWYTHES SHALL HAVE INDIVIDUAL LINTELS UNLESS SHOWN OTHERWISE.

L5x31/2"x5/16"

L5x31/2"x5/16"

L6x31/2"x5/16"

L6x31/2x5/16"

C8x11.5 / PL 7 1/2"x1/4"

C8x11.5 / PL 11 1/2"x1/4"

C8x11.5 / PL 9 1/2"x1/4"

L31/2x31/2x5/16"

L31/2x31/2x5/16"

L5x31/2"x5/16" L6x31/2"x5/16"

C6x8.2 / PL 9 1/2"x1/4"

C6x8.2 / PL 11 1/2"x1/4"

*-#3STIRRUPS8" O.C.

L7x4x3/8"

L6x31/2"x5/16"

L6x31/2x5/16"

L6x31/2"x5/16"

STRUCTURAL ABBREVIATION LISTING

DEFINITIONABBREVIATION

QTY.

U.N.O.

QUANTITY

UNLESS NOTED OTHERWISE

DEFINITIONABBREVIATION

L

DEFINITIONABBREVIATION DEFINITIONABBREVIATION

VERTICALVERTICAL EACH FACEVERTICAL INSIDE FACE/

VERTICAL OUTSIDE FACE

TOP AND BOTTOMTOP OFTHICK(NESS)THICKENEDTRANSVERSETYPICAL

T&BT/THK.THK'ND.TRANS.TYP.

HOOKHORIZONTAL OUTSIDE FACEHORIZONTAL INSIDE FACEHORIZONTALHIGH POINTHEIGHTHORIZONTAL EACH FACE

C/CCAIS.CANT'LR.C.G.C.I.P.C.J.C/CL.CLG.CLR.C.M.U.COL.COMP.CONC.CONN.CONSTR.CONT.CONTR.COORD.CTR.

WITHWITHOUTWIND LOADWORK POINTWEIGHTWELDED WIRE FABRIC

SCHEDULESECTIONSHEETSIMILARSHORT LEG VERTICALSHORT LEG HORIZONTALSLAB ON GRADESPACE(S)(ING)SPECIFICATIONSQUARESQUARE FEETSQUARE INCHSTANDARDSTIFFENERSTEELSTRUCTURALSYMMETRICAL

RADIUSREFERENCEREINFORCEDREQUIRED.REVISION

PRECAST CONCRETEPERIMETERPLATEPROJECTIONPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOINTPOST-TENSION(ED)(ING)POURED IN PLACE

ON CENTEROUTSIDE FACEOPENINGOPPOSITEOPPOSITE HAND

NOT IN CONTRACTNEAR SIDENOT TO SCALENUMBER

MASONRYMATERIAL.MAXIMUMMECHANICALMETALMEZZANINEMANUFACTURERMINIMUMMISCELLANEOUSMARKMASONRY OPENING

LENGTHPOUNDLEVELLING PLATELONGLIVE LOADLONG LEG HORIZONTALLONG LEG VERTICALLONGITUDINAL

KIPKIP FEETKIPS PER LINEAR FOOTKNOCKOUTKIPS PER SQUARE FOOTKIPS PER SQUARE INCH

JOISTJOINT

INSIDE FACEINCH(ES)INTERIOR

GAGEGALVANIZEDGENERALGRADEGRATING

FOUNDATIONFINISH FLOORFINISH FLOOR ELEVATIONFINISHFLOORFULL PENETRATIONFOOTING STEPFOOTFOOTING

EACHEACH ENDEACH FACEELEVATIONELEVATOREDGE OF SLABEQUALEQUALLY SPACEDEQUIPMENTEACH SIDEEACH WAYEACH WAY BOTTOMEACH WAY TOPEXISTINGEXPANSIONEXPANSION JOINTEXTERIOR

DEGREEDETAILDIAMETERDIAGONALDIMENSIONDECKDEAD LOADDOWNDRAWINGDOWEL

CENTER TO CENTERCAISSONCANTILEVERCENTER OF GRAVITYCAST IN PLACECONTROL JOINTCENTERLINECEILING.CLEAR(ANCE)CONCRETE MASONRY UNITSCOLUMNCOMPOSITECONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCONTRACTORCOORDINATECENTER

BUILDINGBEAMBOTTOMBASE PLATEBRIDGINGBEARINGBEARING PLATEBASEMENTBENT

ANDATANCHOR BOLTADJACENTALTERNATEAPPROXIMATEARCHITECTURALARCHITECT

W/W/OW.L.W.P.WT.W.W.F.

V/VERT.V.E.F.V.I.F.

V.O.F.

SCHED.SECT.SHT.SIM.SLV.SLHS.O.G.SPA.SPEC.SQ.SQ. FT.SQ. IN.STD.STIFF.STL.STRUCT.SYM.

R/RAD.REF.REINF.REQ'D.REV.

P.C.PERIM.PL.PROJ.PSFPSIPT.P'TEN.P.I.P.

O.C.O.F.OPNG.OPP.OPP. HAND

N.I.C.N.S.N.T.S.NO./#

MAS.MAT'L.MAX.MECH.MET.MEZZ.MFR.MIN.MISC.MK.M.O.

L.LB.LEV. PL.LG.L.L.LLHLLVLONG.

KK. FT.KLFK.O.KSFKSI

JST.JT.

I.F.IN.INT.

HK.H.O.F.H.I.F.HORIZ.H.P.HT.H.E.F.

GA.GALV.GEN.GR.GRTG.

EA.E.E.E.F./EA. FACEEL.ELEV.E.O.S.EQ.EQ. SPA.EQUIP.E.S.E.W.E.W.B.E.W.T.EXIST.EXP.E.J./EXP. JT.EXT.

FDN.F.F.F.F.E.FIN.FL.F.P.F.S.FT.FTG.

DEG.DET.DIA.DIAG.DIM.DK.D.L.DN.DWG.DWL.

BLDG.BM.B/ OR BOT.B. PL.BRDG.BRG.BRG. PL.BSMT.BT.

&@A.B.ADJ.ALT.APPROX.ARCH.ARCH'T.

VERIFY IN FIELD

P

RIV IT GIFO S N N

ELAOIS NSE

NNG


RESIG T OSJ

SA

NDE19755RE

INORDN .O B



102 Leeway Street

S H E E T N o .


FIELD BOOK No.:

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Auth

or


SCH

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LES

Author 09/29/16

030-2968

AMERICA'S BEST BLOCKSCHEDULES

Checker 09/29/16

Approver 09/29/16

2250

∅810

∅810

6

∅600

∅300

Air Compressor Room

2.2.1

2.1.16

1.2.1

1.2.2

1.4.1

1.4.3

1.4.4 1.2.8

1.2.7

1.2.4

1.2.3

1.4.11

1.3.7

2.92.2.3

2.3

3.12

3.13

3.16

3.17

3.15

3.11

3.1

3.8

3.3

5.6

3.24

2.2.6

3.18

2.3.1

1.3.1

1.2.5

3.14

1.2.6

1.3.8 1.3.91.3.14 1.3.15

1.3.16 1.3.171.3.12 1.3.131.3.10 1.3.111.4.9 1.4.10

1.4.7 1.4.8

1.4.2

1.4.5 1.4.6

1.4.12

2.2.2

2.3.2

2.7

2.4 3.1

3.4

3.14

3.20

1.1.2

6.1

±0.000

±0.000

±0.000

蒸压釜配汽区域Steam Distribution

5.8

5.7

+11'-6"

290'

-3"

50' MAXIMUM39'-10 1/2"

341'-6"

304'-0"

322'-6"

165'

-0"

165'

-0"

MENWOMEN

BOILER ROOM

PRE-CURING ROOM

SLURRY TANK ROOM

AUTOCLAVE STAGING AREA

PRODUCTION FLOOR

BREAK ROOM

CONTROL ROOM

AIR COMPRESSOR

OFFICE

J.C.

? ?

?

ELECTRICAL ROOMSPRINKLER ROOM

FLY ASH SILO ROOM

1-HR MIN. FIRE RATED

14129

CHEMICALANALYSIS ROOM

BALANCE ROOM

OFFICEDRUG STORE ROOM

PHYSICALINVESTIGATION

ROOM PHYSICALINVESTIGATION

ROOM

50' MAXIMUM25'-6"

88'-0" COMMON PATH OF TRAVEL

93'-0"COMMONPATH OFTRAVEL

90'-0" COMMON PATH OF TRAVEL 91'-0" COMMON PATH OF TRAVEL

10 13

A

B

C

SHEET No.

CAD

FIL

E:

SURVEY BY: PROJECT No.

FIELD BOOK No.:

SURVEY DATE:

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DATE:

DATE:

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PHONE(304) 624-4108



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CONSTRUCTION DOCUMENTSA0.01

LIFE

SAF

ETY

PLA N

Author DATE

030-2968

AMERICA'S BEST BLOCKKEYSER, WV

LIFE SAFETY PLANChecker DATE

Approver DATE

S H E E T N o .

CAD

FIL

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FIELD BOOK No.:

SURVEY DATE:

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PHONE(304) 624-4108



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Auth

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LIFE

SAF

ETY

PLA N

Author DATE

030-2968


LIFE SAFETY PLANChecker DATE

Approver DATE

1/16" = 1'-0"A0.012 LIFE SAFETY PLAN

1/8" = 1'-0"A0.011 MEZZANINE LIFE SAFETY PLAN

NTRUE

A2.013

A2.01

A2.01

A2.01

1

4

2

2A3.02

2A3.02

4A3.01

4A3.01

2A3.01

2A3.01

1A3.02

1A3.02

3A3.02

3A3.02

4A3.02

4A3.02

3A3.01

3A3.01

6A3.01

6A3.01

191814129

5'-0 3/8"

76

5

383'-3"

181'

-4"

9967 SF

PRE-CURING ROOM45

4716 SF

SLURRY TANK ROOM46

4224 SF

AUTOCLAVE STAGING AREA47

26556 SF

PRODUCTION FLOOR48

495 SF

BREAK ROOM49

149 SF

WOMEN17

168 SF

MEN16

5A3.01

5A3.01

2052 SF

BOILER ROOM18

32'-0

"

32'-0

"

1A3.01

1A3.01

7A3.01

7A3.01

10 13 16 21

188 mm0'-7 3/8"

9957 mm32'-8"

4470

mm

14'-8

"

6521 mm21'-4 3/4"

1805

9 m

m59

'-3"

1815 mm5'-11 1/2"

7956 mm26'-1 1/4"

2802 mm9'-2 3/8"

2936

mm

9'-7

5/8

"

A4.011

610

mm

2'-0

"

59B 58B 57

46A

50A 50B

45C

58A

46C

17 16

5349A

48D

51

5218B

18A

5554

56

48B

48C

48E

49B

45B

45A

47A

47B

47C

47D

47E

47F

47G

47H

46B

48A

421 SF

CONTROL ROOM50

646 SF

AIR COMPRESSOR51

557 SF

OFFICE52

44 SF

J.C.53

77 SF

54

133 SF

55

96 SF

56

763 SF

ELECTRICAL ROOM57

352 SF

SPRINKLER ROOM58

515 SF

FLY ASH SILO ROOM59

59A

1

1

1

1 11 1

1

1

1

11

1 1

1

1

1

1

1

1

1

1

1 2 3 4 8

15

17 20 22

A

B

C

D

E

F G

JKL

MN

PQ

R

S

TU

V

WX

Y

305 mm1'-0"

BL BL BL

11

BL

BL

BL

BL

BL

BLBL

NOTE:-COLUMNS THAT DO NOT FALL ON COLUMNLINES INDICATE APPROXIMATE LOCATIONS OFEQUIPMENT SUPPORTS-COLUMNS INDICATED ON 'A' SHEETSREPRESENT APPOXIMATE SIZE AND LOCATION.REFER TO METAL BUILDING DRAWINGS FOREXACT SIZE AND LOCATION

TYPE 1: MASONRY

0'-7 5/8"

8" CMU WALL

S H E E T N o .

CAD

FIL

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FIELD BOOK No.:

SURVEY DATE:

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FIR

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LAN

Author 02/28/2017

030-2968


FIRST FLOOR PLANChecker 02/28/2017

Approver 02/28/2017

0' 10' 20' 40' 1/16" = 1'-0"A1.011 FLOOR PLAN N

TRUE

54,369 SF 1 1/2" = 1'-0"A1.012 PARTITION TYPES

DN

UP

4500 4500

4500

4500

2.1.11

A2.013

A2.01

A2.01

1

4

520 SF


36

76 SF

BALANCE ROOM37

119 SF

DRUG STORE ROOM38

218 SF

OFFICE39

447 SF


ROOM40

438 SF


ROOM41 +11'-6"

+11'-6"

A1.022

A1.023

19181412976

5

A1.032

A0.011

A1.035

10 13 16 211 2 3 4 8

15

17 20 22

A

B

C

D

E

FG

JKL

MN

P Q

R

S

TU

V

W X

Y

11

+11'-6"

+16'-9"

7

N

P

RS

V

+24'-8"

33'-0"

35'-4

"

N

P

RS

V

520 SF


36

76 SF

BALANCE ROOM37

119 SF

DRUG STORE ROOM38

218 SF

OFFICE39

438 SF


ROOM

41

447 SF


ROOM

40

30'-6" 12'-2 3/4" 13'-2"

26'-1

5/8

"24

'-11

3/4"

56'-6 3/8"

45'-4

5/8

"

14129 10 13

37

38

39

40 41

36

A 9102 mm29'-10 3/8"

3533 mm11'-7 1/8"

3820 mm12'-6 3/8"

19'-1

"7'

-6"

18'-9

1/2

"

10'-1

0 3/

4"7'

-10

7/8"

6'-9 1/2" 18'-8 1/2" 6'-7 5/8" 24'-4 3/4"

NOTE:-ALL PARTITIONS IN THIS VIEWARE TYPE 1 U.N.O

S H E E T N o .

CAD

FIL

E:


FIELD BOOK No.:

SURVEY DATE:

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APPROVED:

DATE:

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MEZ

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PLAN

Author 02/28/2017

030-2968


MEZZANINE PLANChecker 02/28/2017

Approver 02/28/2017

0' 10' 20' 40' 1/16" = 1'-0"A1.021 MEZZANINE 1

0' 5' 10' 20' 1/8" = 1'-0"A1.023

ENLARGED MIXING &BATCHING LEVEL 1 PLAN

0' 5' 10' 20' 1/8" = 1'-0"A1.024

ENLARGED MIXING &BATCHING LEVEL 2 PLAN

0' 5' 10' 20' 1/8" = 1'-0"A1.022

ENLARGED LABORATORYFLOOR PLAN N

TRUE

2250

∅810

∅810

6

∅600

∅300

Air Compressor Room

2.2.1

2.1.16

1.2.1

1.2.2

1.4.1

1.4.3

1.4.4 1.2.8

1.2.7

1.2.4

1.2.3

1.4.11

1.3.7

2.92.2.3

2.3

3.12

3.13

3.16

3.17

3.15

3.11

3.1

3.8

3.3

5.6

3.24

2.2.6

3.18

2.3.1

1.3.1

1.2.5

3.14

1.2.6

1.3.8 1.3.91.3.14 1.3.15

1.3.16 1.3.171.3.12 1.3.131.3.10 1.3.111.4.9 1.4.10

1.4.7 1.4.8

1.4.2

1.4.5 1.4.6

1.4.12

2.2.2

2.3.2

2.7

2.4 3.1

3.4

3.14

3.20

1.1.2

6.1

±0.000

±0.000

±0.000

DN

4500 4500

2.1.14 2.1.5

2.1.101.11

3.500

4500 4500

4500

4500

4500 4500

2.1.11

1900

1900

1900

1900

1650

1692 1650

1650

1150 1480

5980

1480

4500 4500

4500

4500

2.1.17

1.1.5

2.1.6

2.1.7

1.1.5

2.1.12 1.1.5

2.1.9 2.1.1

2.1.18

2.1.3

1.1.5

2.1.2

2.1.4

2.1.13

7.500

1900

1900

1650

1650

1650 1900

1650 1900

4500 4500

4500

4500

1.1.7

1.1.8

1.1.1

1.1.7

1.1.8

1.1.1

1.1.7

1.1.8

1.1.3

1.1.7

1.1.8

1.1.2

蒸压釜配汽区域Steam Distribution

5.8

5.7

+11'-6"

19181412976

5

10 13 16 211 2 3 4 8

15

17 20 22

A

B

C

D

E

F G

JKL

MN

P Q

R

S

TU

V

W X

Y

11

+11'-6"

+16'-9"

+24'-8"

33'-0"

35'-4

"

14129


BALANCE ROOM

OFFICE

DRUG STORE ROOM


ROOM


ROOM

10 13

A

B

C

NOTE:-LAB EQUIPMENT TO BELOCATED BY OWNER

S H E E T N o .

CAD

FIL

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SURVEY DATE:

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CONTRACT No.

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As indicated

02/28/2017

Auth

or


EQU

IPM

ENT

LAYO

UT

PLAN

Author 02/28/2017

030-2968


EQUIPMENT LAYOUT PLANChecker 02/28/2017

Approver 02/28/2017

0' 10' 20' 40' 1/16" = 1'-0"A1.031 EQUIPMENT LAYOUT PLAN

1/8" = 1'-0"A1.032 MIXING & BATCHING LEVEL 1 EQUIPMENT



1/8" = 1'-0"A1.035 LABORATORY MEZZANINE EQUIPMENT PLAN

NOTE:SEE CATALOG OF EQUIPMENT FOR ITEM NUMBER REFERENCES

NTRUE

1:121:

12

1:12

1:12

1:12

1:12

1:12

RIDGE

RIDGE

RIDGE

D.S.

D.S.D.S. D.S. D.S. D.S. D.S. D.S.

D.S. D.S.

D.S.

D.S.D.S.

D.S.

D.S.

1:12

55'-0" 241'-3" 142'-0"

55'-0" 125'-1 5/8" 117'-11" 98'-2 3/8" 42'-0"

41'-0

1/8

"10

'-3 7

/8"

66'-0

1/8

"66

'-0 1

/8"

15'-0

"

26'-0

1/8

"

30'-0

1/8

"

17'-0

1/8

"47

'-0 1

/8"

52'-4

"

BUILDING OUTLINE

STANDING SEAM METAL ROOF PANEL





METAL GUTTER

METAL GUTTER

METAL GUTTER

METALGUTTER

METAL GUTTER

METAL GUTTERMETAL GUTTER

METAL GUTTER

51'-4

"13

2'-0

1/4

"

183'

-4 1

/4" 64

'-0 1

/4"

S H E E T N o .

CAD

FIL

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CONTRACT No.

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1/16" = 1'-0"

02/28/2017

Auth

or


RO

OF

PLAN

Author 02/28/2017

030-2968


ROOF PLANChecker 02/28/2017

Approver 02/28/2017

0' 10' 20' 40' 1/16" = 1'-0"A1.041 ROOF PLAN N

TRUE

FIRST FLOOR0'-0"

4A3.01

4A3.01

2A3.01

2A3.01

3A3.01

3A3.01

6A3.01

6A3.01

5A3.01

5A3.01

1A3.01

1A3.01

27'-3

5/8

"44'-9

1/2

"

29'-6

1/8

"

3'-4"

7'-2

"

METAL PANEL METAL PANELMETAL PANELAUTOCLAVE

STANDING SEAM METAL ROOF


SILO

SILO

SILO

METAL GUTTER &DOWNSPOUT SYSTEM



55'-0"47'-10 1/4"47'-10 1/4"47'-10 1/4"47'-10 1/4"47'-10 1/4"77'-5"64'-10"

FIRST FLOOR0'-0"

4A3.01

4A3.01

2A3.01

2A3.01

3A3.01

3A3.01

6A3.01

6A3.01

5A3.01

5A3.01

1A3.01

1A3.01

METAL PANEL



SILO

SILO

SILO






METAL PANEL

METAL PANEL

METAL PANEL 29'-6

1/8

"

25'-9

1/8

"44'-9

1/2

"

27'-3

5/8

"

12'-0

"

14'-6

"

9'-0

"

8'-0

" 13'-6

"

42'-0"100'-0"116'-5 5/8"122'-9 3/8"55'-0"

FIRST FLOOR0'-0"

29'-6

1/8

"

1:121:12

1:12

7A3.01

7A3.01

METAL PANEL

SILO

SILO




9'-0

"14'-6

"

8'-0

"

8'-0

"13'-6

"

8'-0

" 13'-6

"

8'-0

"

8'-0

"

1:121:12

FIRST FLOOR0'-0"

1:121:12

27'-3

5/8

"

7A3.01

7A3.01

1:12

1:12

METAL PANEL

SILO

SILO



9'-0

" 14'-6

"

S H E E T N o .

CAD

FIL

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1/16" = 1'-0"

02/28/2017

Auth

or


BUIL

DIN

G E

LEVA

TIO

NS

Author 02/28/2017

030-2968


BUILDING ELEVATIONSChecker 02/28/2017

Approver 02/28/2017

0' 10' 20' 40' 1/16" = 1'-0"A2.011 NORTH ELEVATION

0' 10' 20' 40' 1/16" = 1'-0"A2.012 SOUTH ELEVATION

0' 10' 20' 40' 1/16" = 1'-0"A2.013 EAST ELEVATION

0' 10' 20' 40' 1/16" = 1'-0"A2.014 WEST ELEVATION

FIRST FLOOR0'-0"

31'-6

"

A3.031

PRE-CURING ROOM MIN

IMU

M C

LEAR

ANC

E36

'-2"

SLURRY TANK ROOM

A

V Y

SEE 'SUCCESS'FOUNDATION DRAWINGS

FOR CONSTRUCTIONDETAIL, TYP

SLURRY TANK

HIGH SPEED DOOR

FIRST FLOOR0'-0"

MIN

. CLE

AR10

'-6"

AUTOCLAVE STAGING AREA

MIN

. CLE

AR8'

-0"

MIN

. CLE

ARAN

CE

21'-4

"

MIN

. CLE

ARAN

CE

24'-3

"

PRODUCTION FLOOR

BALANCE ROOMDRUG STORE ROOM


ROOM

AE

V

X

SEE 'SUCCESS'FOUNDATION DRAWINGS

FOR CONSTRUCTIONDETAIL, TYP.

A3.033

FIRST FLOOR0'-0"

MEN

A BC D

P V

X

PRODUCTION FLOORFIRST FLOOR

0'-0"

BOILER ROOM MIN

. CLE

ARAN

CE

21'-4

"

D M Q

FIRST FLOOR0'-0"

MIN

. CLE

ARAN

CE

21'-4

"

DP U V

SEE 'SUCCESS' FOUNDATIONDRAWINGS FOR

CONSTRUCTION DETAIL, TYP.

PRODUCTION FLOOR

FIRST FLOOR0'-0"

OPEN CANOPY

SAND WASTE

1500

mm

4'-1

1"

10207 mm33'-5 7/8"

6293 mm20'-7 3/4"

2487 mm8'-1 7/8"

1500

mm

4'-1

1"

A

F T

SILO

SEE 'SUCCESS'FOUNDATIONDRAWINGS FORCONSTRUCTIONDETAIL, TYP.

FIRST FLOOR0'-0"

19181412976 10 13 16 211 2 3 4 8 17 20 22


CONSTRUCTION DETAIL, TYP.

A3.032

PRE-CURING ROOM CONTROL ROOM OFFICE BOILER ROOMPRODUCTION FLOOR

S H E E T N o .

CAD

FIL

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1/16" = 1'-0"

02/28/2017

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or


BUIL

DIN

G S

ECTI

ON

S

Author 02/28/2017

030-2968


BUILDING SECTIONSChecker 02/28/2017

Approver 02/28/2017

0' 10' 20' 40' 1/16" = 1'-0"A3.012 SECTION 2

0' 10' 20' 40' 1/16" = 1'-0"A3.013 SECTION 3

0' 10' 20' 40' 1/16" = 1'-0"A3.014 SECTION 4

0' 10' 20' 40' 1/16" = 1'-0"A3.016 SECTION 6

0' 10' 20' 40' 1/16" = 1'-0"A3.015 SECTION 5

0' 10' 20' 40' 1/16" = 1'-0"A3.011 SECTION 1

0' 10' 20' 40' 1/16" = 1'-0"A3.017 SECTION 7

NOTE:-EAVE HEIGHTS TO BE DETERMINED BY METAL BUILDINGMANUFACTURER BASED ON MINIMUM CLEAR HEIGHTS

FIRST FLOOR0'-0"

MEZZANINE 224'-8"

24'-8

"

MEZZANINE 111'-6"

19 18 14 12 9 7 6 510131621

BOILER ROOM PRODUCTION FLOORPRE-CURING ROOM

1234172022

SEE 'SUCCESS' FOUNDATION DRAWINGS FOR CONSTRUCTION DETAIL, TYP.

FIRST FLOOR0'-0"

MEZZANINE 111'-6"


ROOM


ROOM

1412976 10 13 16

AUTOCLAVE STAGING AREAPRODUCTION FLOORPRE-CURING ROOM

1 2 3 4 8 17

SEE 'SUCCESS' FOUNDATION DRAWINGS FOR CONSTRUCTION DETAIL, TYP.

FIRST FLOOR0'-0"

MEZZANINE 224'-8"

MEZZANINE 111'-6"

19181412976

1000

mm

3'-3

3/8

"7000 mm22'-11 5/8"

10 13 161 2 3 4 8 17 20

SEE 'SUCCESS' FOUNDATION DRAWINGSFOR CONSTRUCTION DETAIL, TYP.

PRODUCTION FLOOR

PRE-CURING ROOM

FIRST FLOOR0'-0"

9765 16

2160

mm

7'-1

"

1 2 3 4 17

SLURRY TANK ROOM FLY ASH SILO ROOM

SPRINKLER ROOM

ELECTRICAL ROOM BREAK ROOM WOMEN MEN


CONSTRUCTION DETAIL,TYP.

S H E E T N o .

CAD

FIL

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1/16" = 1'-0"

02/28/2017

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or


BUIL

DIN

G S

ECTI

ON

S

Author 02/28/2017

030-2968


BUILDING SECTIONSChecker 02/28/2017

Approver 02/28/2017

0' 10' 20' 40' 1/16" = 1'-0"A3.022 SECTION B

0' 10' 20' 40' 1/16" = 1'-0"A3.021 SECTION A

0' 10' 20' 40' 1/16" = 1'-0"A3.023 SECTION C

0' 10' 20' 40' 1/16" = 1'-0"A3.024 SECTION D

FIRST FLOOR0'-0"

A

SEE S-SHEETS FORFOOTING INFORMATION

2" RIGID INSULATION @ PERIMETER


METAL PURLINS PERBUILDING MANUFACTUER

FIBER GLASS INSULATION ANDVAPOR RETARDER PER BUILDINGMANUFACTUER

METAL GUTTER & DOWNSPOUT SYSTEM

METAL FASCIA AND TRIM W/ DRIP EDGE BATT INSULATION PER BUILDING MANUFACTUER

STEEL STRUCTURE PER BUILDING MANUFACTUER

BL

METAL BUILDING WALL PANEL PERBUILDING MANUFACTUER

METAL SOFFIT PANEL

FIRST FLOOR0'-0"

22




FIBER GLASS INSULATION ANDVAPOR RETARDER PER BUILDING

MANUFACTUER

BATT INSULATION PER BUILDING MANUFACTUER

STEEL STRUCTURE PER BUILDING MANUFACTUER

BL


STANDING SEAM METAL ROOF METAL TRIM W/ DRIP EDGE

FIRST FLOOR0'-0"

MEZZANINE 111'-6"

A





FIBER GLASS INSULATION ANDVAPOR RETARDER PER BUILDINGMANUFACTUER

METAL GUTTER & DOWNSPOUT SYSTEM

METAL FASCIA AND TRIM W/ DRIP EDGE BATT INSULATION PER BUILDING MANUFACTUER

BL


STEEL STRUCTURESEE 'S' SHEETS

METAL DECK

CONC. SLAB

METAL JOISTS @ 16" O.C.

GWB CEILING

METAL SOFFIT PANEL

S H E E T N o .

CAD

FIL

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3/4" = 1'-0"

02/28/2017

Auth

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WAL

L SE

CTI

ON

S

Author 02/28/2017

030-2968


WALL SECTIONSChecker 02/28/2017

Approver 02/28/2017

3/4" = 1'-0"A3.031 TYP. BEARING WALL SECTION

3/4" = 1'-0"A3.032 TYP. ENDWALL SECTION

3/4" = 1'-0"A3.033 WALL SECTION @ LAB MEZZANINE

14 16

706 mm2'-3 3/4"

1969 mm6'-5 1/2"

2482 mm8'-1 3/4"

314 mm1'-0 3/8"

2279 mm7'-5 3/4"

2642 mm8'-8"

203 mm0'-8"

1537

mm

5'-0

1/2

"92

7 m

m3'

-0 1

/2"

972

mm

3'-2

1/4

"17

44 m

m5'

-8 5

/8"

1907

mm

6'-3

1/8

"

1219 mm4'-0"

1511 mm4'-11 1/2"

1016 mm3'-4"

635 mm2'-1"

456

mm

1'-6

"

914

mm

3'-0

"15

37 m

m5'

-0 1

/2"

470

mm

1'-6

1/2

"

11

1

1

22 3 3

44

4

4

3 3

5

5

5

66

7 7

88

15

17

V

X

A4.01

2

3

4

J.C.

BREAK ROOM

MENWOMEN

CEN

TER

LIN

E2'

-10"

1'-6"

ADA

1'-3

"

ACCESSIBLE RESTROOM

0'-6" 3'-0"

1'-5

"

0'-7"

3'-6"1'-0"

SIDE WALL

17" -

19"

REAR WALL

1 1/2" GAP

LAVATORY OR VANITY SINK

2'-3

" MIN

FINISH FLOOR LINE

CEN

TER

LIN

E3'

-3"

STAN

DAR

D1'

-11"

URINALS

1'-0

"4'

-0"

1'-6"5'-0" MIN

FLOOR MOUNTED WATER CLOSET4'-11" MIN

ADULT WALL HUNG WATER CLOSET4'-8" MIN

FOWARD REACH

2'-6

" MAX

1'-3

" MIN

4'-0

" MAX

3'-4

" MAX

9" M

IN 2'-3

" MIN

2'-1

0" M

AX4'-0

"

2'-7

"

1'-3" MIN

2'-1

0" M

AX

MIN

0'-9

"

2'-9

" MIN

MAX0'-6"

1'-5" MIN

MIN0'-8"

DRINKING FOUNTAIN

ADA

2'-1

0 1/

2"

PUBLIC AREAS

3'-7

5/8

"5'-0

"

0'-6"

ROOMSIGNAGE

MIN

2'-3

"

17"-19"

2'-3

"

9" M

IN

6" MAXMIN 8"

STAN

DAR

D3'

-4"

GENERAL

CO

NTR

OLS

THER

MO

STAT

PULL

STA

TIO

N

7'-0

"

HORN/STROBE

1'-2

" ELEC/DATA/COMM. OUTLET

4'-0

"

3'-7

5/8

"

23

1

9

3 3

2

11

4 4 4

5 5 5

8

67

9 9

54

7 6

8

RESTROOM TOILET ACCESSORY SCHEDULE

NOTENUMBER DESCRIPTION

1 MIRROR2 PAPER TOWEL DISPENSER3 SOAP DISPENSER4 TOILET TISSUE DISPENSER5 NAPKIN DISPOSAL6 42" GRAB BAR7 36" GRAB BAR8 24" GRAB BAR - VERTICAL9 PIPE PROTECTORS

S H E E T N o .

CAD

FIL

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ENLARGED PLAN VIEWS & INT. ELEVATIONSChecker 02/28/2017

Approver 02/28/2017

1/4" = 1'-0"A4.011 ENLARGED RESTROOM/BREAKROOM PLAN

1/2" = 1'-0"ADA ACCESSIBLE MOUNTING HEIGHTS

1/2" = 1'-0"PUBLIC AREA MOUNTING HEIGHTS

1/4" = 1'-0"A4.012 Elevation 1 - a

1/4" = 1'-0"A4.013 Elevation 1 - b

1/4" = 1'-0"A4.014 Elevation 1 - c

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1/2" 5 3/4"

4"

8" CMU

8" CMU LINTEL -SEE STRUCTURAL DWGS.

HOLLOW METAL FRAME16ga. (GROUT FULL)

1/2" 5 3/4"

2"

HEAD

JAMB

GROUT CORES @ JAMB

HOLLOW METAL FRAME16ga. (GROUT FULL)

8" CMU

S H E E T N o .

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FIELD BOOK No.:

SURVEY DATE:

DRAWN:

SCALE:

CHECKED:

APPROVED:

DATE:

DATE:

DATE:

LAYO

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CONTRACT No.

PHASE No.



PHONE(304) 624-4108



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2/28

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SCHEDULES & DIAGRAMSChecker 02/28/2017

Approver 02/28/2017

DOOR, FRAME, & HARDWARE SCHEDULE

#DOOR FRAME ASSEMBLY

TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH FRAMETYPE

FRAMEDEPTH

FRAMEMATERIAL

FRAMEFINISH FIRE RATING HARDWARE

SET KEYROOM REMARKS

16 F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M.17 F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M.

18A F 3'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.18B F 6'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.36 F 6'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M. 60 MIN. MEZZANINE37 F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M. MEZZANINE38 F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M. MEZZANINE39 F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M. MEZZANINE40 F 6'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M. 60 MIN. MEZZANINE41 F 6'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M. 60 MIN. MEZZANINE

45A O 9'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP45B O 9'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP45C F 6'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.46A F 4'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" H.M.46B F 4'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.46C O 20'-0" 12'-0" 0'-0 1/2"47A O 8'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP47B O 8'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP47C O 8'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP47D O 8'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP47E O 8'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP47F O 8'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP47G O 8'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP47H O 8'-0" 9'-0" 0'-0" HIGH SPEED ROLL UP48A F 3'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.48B O 8'-0" 12'-0" 0'-0 1/2"48C F 4'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.48D O 16'-0" 12'-0" 0'-0 1/2"48E F 4'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.49A F 3'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" H.M.49B F 4'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.50A F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" GALV. H.M.50B F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" GALV. H.M.51 F 6'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M.52 F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M.53 F 3'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" H.M. 60 MIN.54 F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M.55 F 3'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.56 F 3'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M.57 F 6'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" H.M.

58A F 6'-0" 7'-0" 0'-1 3/4" H.M. 2 0'-5 3/4" H.M. 60 MIN.58B F 4'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.59A F 3'-0" 7'-0" 0'-1 3/4" H.M. 1 0'-5 3/4" GALV. H.M.59B O 6'-4" 6'-0" 0'-0 1/2"

1/4" = 1'-0"DOOR TYPE LEGEND

1/4" = 1'-0"FRAME TYPE LEGEND

1 1/2" = 1'-0"A6.011 DOOR DETAILS @ CMU

V

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18938

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.

DOMESTIC COLD WATER PIPINGCW

DOMESTIC HOT WATER PIPINGHW

PLUMBING SYMBOL LEGENDDESCRIPTIONSYMBOLABBR

SANITARY PIPINGSAN

VENT PIPINGV

FIRE PROTECTION PIPINGFP

GAS PIPINGGAS

COND PLUMBING CONDENSATE PIPING

CONDENSATE SUPPLY FROM POOL PIPINGCSP

PWD PROCESS WATER DRAINAGE PIPING

EXH EXHAUST PIPING

WALL CLEANOUTWCO

CO FLOOR CLEANOUT

ELBOW UP

ELBOW DOWN

BACKFLOW PREVENTER

FLOOR DRAINFD

BALL VALVE

CHECK VALVE

CIRCUIT BALANCING VALVE

PRESSURE GAGE

TEMPERATURE GAGE

PLUMBING FIXTURE SCHEDULETYPEMARK

L1

FD1

F1

LAVATORY

FLOOR DRAIN(FINISHED AREA)

LAV FAUCET

4" CENTER SETDROP-IN

4" CENTERSET METAL POP-UP DRAIN

6" NICKEL-BRONZE HEAD AND GRATEW/ PVC BODY & DEEP SEAL TRAPAND TRAP PRIMER CONNECTION

MODEL

832

MANU

SIOUX CHIEF

CLEAN OUT NICKEL-BRONZECOVER W/ PVC BODY

834SIOUX CHIEFCO

AMERICANSTANDARD

AMERICANSTANDARD

COLONY SOFT2275.500

RONDALYN0491.019

WATER

-

1/2"H&C

-

WASTE

1 1/2"

3"

-

MATCHPIPE

VENT

1 1/2"

-

-

-

REMARKS

FD2 FLOOR DRAIN(UNFINISHED AREA)

6" S/S HEAD AND GRATEW/ PVC BODY & DEEP SEAL TRAPAND TRAP PRIMER CONNECTION

832SIOUX CHIEF 3" -1/2"C

1/2"C

S2

F3

MOP SINK

UTILITY FAUCET

STRAINER, INLET BASKET,BUMPER GUARD, MOP HANGER

PAIL & WALL HOOK

63M

COMMANDERSC05811

MUSTEE

SPEAKMAN

WATERFOUNTAIN

DUAL LEVEL OASISWF P8ACSL

1/2"H&C

3/8"C

3"

-

1 1/4"

1 1/2"

-

1 1/4"

-

WC WATER CLOSET FLOOR MOUTNED TOILETWITH MAFLUSH VALVE

MADERAAMERICANSTANDARD

U1 URINAL FLUSH VALVE:SLOAN ROYAL 186-1

TRIMBROOK6561.017

AMERICANSTANDARD

F2

S1

FAUCET

DOUBLE SINK 3 FAUCET HOLES 7" DEEPCENTER REAR DRAIN

SINGLE HANDLECHROME FINISH

DG703BX

KF700

KINDRED

KINDRED

3/4"C 2" 1 1/2"

3/4"H&C 2" 1 1/2"

3/8"C 4" 2"

MANU - -

1. INSTALL MANUFACTURER RECOMMENDED WALL CARRIERS FOR ALL WALL HUNG FIXTURES.2. FIELD APPLY PVC SUPPLY COVERS TO ALL EXPOSED SANITARY DRAINS, P-TRAPS, HOT, AND COLD WATER SUPPLIES, AND STOPS AT

ALL ADA PLUMBING FIXTURES.3. TEMPERATURE LIMITING DEVICES SHALL BE INSTALLED AT EACH HANDWASHING FIXTURE TO MAINTAIN TEMPERATURE BETWEEN 110-

140 DEGREES F. WATER TEMPERATURE LIMITING DEVICES TO HANDWASHING FIXTURES SHALL CONFORM TO ASSE 1070.

DG1 DRAIN GRATE MIN 16"X16" DRAIN GRATE ANDCONCRETE BASIN

## 4" --

COPPER TYPE L

PIPING SCHEDULE

< 2 1/2"

MATERIALPIPE SIZETYPE INSULATION

YES - SEESCHEDULE

COPPER TYPE K

COLD WATER SUPPLYPIPE ABV GND

COLD WATER SUPPLYPIPE BLW GND

NOTES

INSIDE BUILDINGPERIMETER ONLY

COPPER TYPE LHOT WATER SUPPLY /RETURN PIPE

< 2 1/2"

< 2 1/2"

NO

YES - SEESCHEDULE

NOSANITARY ABV GROUND

ALL SIZESSANITARY BLW GROUND

ALL SIZESSANITARY VENT

< 3"

SCH 40 PVC

GAS PIPING ABV GROUND

ALL SIZES

SCH 40 PVC

SCH 40 PVC

SCH 40 CARBONSTEEL PIPE

NO

NO

NO COMPLY WITH ASME B36.10, 10M;ASTM A53; OR ASTM A 106

> OR EQUALTO 3"

GAS PIPING ABV GROUND SCH 40 CARBONSTEEL PIPE

NO COMPLY WITH ASME B36.10, 10M;ASTM A53 OR ASTM A 106,

PROVIDE WELDED FITTINGS.

1. UNDERGROUND SUPPLY PIPE INSTALLED 3'-0" MINIMUM BELOW GRADE SHALL NOT REQUIRE INSULATION.2. PLUMBING PIPING SCHEDULE COVERS ONLY PLUMBING PIPING LOCATED INSIDE THE BUILDING SHELL AND

DOES NOT APPLY TO SITE UTILITIES.

SCH 40 PVC NOCONDENSATE PIPING ALL SIZES

FLEXIBLEELASTOMERIC

PIPING INSULATION SCHEDULEINSULATION

TYPEPIPE SIZETYPE

< 1"

> or = 1"

INSULATIONTHICKNESS

1"

1/2"

1"

FLEXIBLEELASTOMERIC

FLEXIBLEELASTOMERIC

HOT WATER SUPPLY PIPE

COLD WATER SUPPLY PIPE

ALL SIZES

1. REFER TO CODES AND PROJECT SPECIFICATIONS FOR ADDITIONAL PIPE TYPES NOTINDICATED IN THE ABOVE TABLE

2. PLUMBING INSULATION SCHEDULE COVERS ONLY PLUMBING PIPING LOCATED INSIDETHE BUILDING SHELL AND DOES NOT APPLY TO SITE UTILITIES.

3. PIPE INSULATION SHALL MEET SMOKE AND FLAME SPREAD REQUIREMENTS FORPLENUM INSTALLATION.

4. FIELD APPLY PROTECTIVE PIPE JACKET TO ALL EXPOSED SANITARY DRAINS, P-TRAPS,HOT, AND COLD WATER SUPPLIES, AND STOPS AT ALL ADA PLUMBING FIXTURES.LAVATORY JACKET BASIS OF DESIGN SHALL BE TRUBRO LAV GUARD 2.

ELECTRIC WATER HEATER SCHEDULEMARK MANUF TYPECAPACITY WATTAGE VOLTAGE PHASE MODEL QUANTITYCONN

WH1 AO SMITH52 GAL 6000 W 208 V SINGLE ECT-52 1VERTICAL TANK

1. PROVIDE UNIT MOUNTED DISCONNECT.2. PROVIDE MINIMUM 110F HOT WATER TO HAND WASHING FIXTURES AND 140F HOT WATER TO FOODSERVICE FIXTURES USED FOR

OTHER THAN HAND WASHING.3. WATER TEMPERATURE LIMITING DEVICES TO HAND WASHING FIXTURES SHALL CONFORM TO ASSE 1070.4. PROVIDE ARMTROL XTROL EXPANSION TANK.5. INSTALL HOT WATER CIRCULATION PUMP WHERE THE DEVELOPED HOT WATER PIPING LENGTH IS GREATER THAN 50 FEET.

3/4" H&C

SHEET No.CAD FILE: SURVEY BY: PROJECT No.FIELD BOOK No.:SURVEY DATE:DRAWN:SCALE:CHECKED:APPROVED: DATE:DATE:DATE:LAYOUT TAB:

PLOT DATE/TIME: USER:

CONTRACT No.PHASE No.NO. BY DATE DESCRIPTION

THE INFORMATION CONTAINED HEREIN IS THESOLE PROPERTY OF THE THRASHER GROUP, INC.REPRODUCTION OF THESE DOCUMENTS IN WHOLE,OR IN PART FOR ANY REASON WITHOUT PRIORWRITTEN PERMISSION IS STRICTLY PROHIBITED.COPYRIGHT © 2015 THE THRASHER GROUP INC. PHONE(304) 624-4108



(FAX)(304) 624-7831

102 LEEWAY ST, MORGANTOWN, WV 26505

2/28/2017 8:34:49 AM

Z:\MEP CURRENT PROJECTS\Thrasher Engineering Jobs\THRASHER-MEP16-04- Keyser Block Factory\Revit & CAD\M&P - Keyser Block Factory CD.rvt

1/8" = 1'-0"02/28/2017

ADS

CONSTRUCTION DOCUMENTSPPPP1111....00000000

PLUMBING SCHEDULES, SYMBOLS, & NOTES

ADS 02/28/17030-2968 AMERICA'S BEST BLOCK

KEYSER, WV

PLUMBING SCHEDULES, SYMBOLS, & NOTESDAC 02/28/17DAC 02/28/17

GENERAL PLUMBING NOTES

16. MAINTAIN AT THE SITE ONE SET OF REDLINE RECORDDOCUMENTS. RECORD DOCUMENTS INCLUDE ALLDEVIATIONS FROM THE ORIGINAL CONTRACT DOCUMENTSINCLUDING CHANGES DUE TO FIELD COORDINATION, AND ALLCHANGES NOT INCLUDED IN THE CONTRACT DOCUMENTS.THIS SET OF RECORD DOCUMENTS SHALL BE DELIVERED TOTHE OWNER AT THE COMPLETION OF THE PROJECT PRIOR TOFINAL PAYMENT.

17. HOT AND COLD WATER SUPPLY DISTRIBUTION PIPE TO BEINSULATED WITH CLOSED CELL POLYOLEFIN INSULATIONWITH THERMAL CONDUCTIVITY OF .25 OR BETTER.,PERM-IN<0.05, FLAMMABILITY ASTM E84 RATING OF 25/50, ANDSERVICE TEMPERATURE RANGE OF -297F TO 210F.

18. INSTALL ACCESSIBLE SHUT OFF VALVE AT EACH GAS FUELEQUIPMENT CONNECTION.

19. EXTEND AND CONNECT THE GAS PIPING WITH SHUT OFFVALVE AND DIRT LEG TO EACH INDIVIDUAL GAS FIREDEQUIPMENT. COORDINATE HVAC EQUIPMENT CONNECTIONLOCATIONS WITH HVAC CONTRACTOR.

20. APPLY FIRESTOPPING TO PIPING AND DUCTWORKPENETRATIONS OF FIRE-RATED FLOOR, WALL, AND CEILINGASSEMBLIES TO ACHIEVE FIRE-RESISTANCE RATING OF THEASSEMBLY.

21. INSTALL DRAIN UNDER ALL WATER HEATERS AND PROVIDECONNECTION TO OUTSIDE DRAIN.

22. PIPE BACKFLOW PREVENTERS AND WATER TANK RELIEFVALVES TO FLOOR DRAIN.

23. PLUMBING INSTALLATIONS IN PLENUM SPACE MUST BEPLENUM RATED ACCORDING TO LOCAL BUILDING CODES.

24. PIPING IN EXTERIOR WALLS AND CEILINGS MUST BEINSTALLED INSIDE OF THE BUILDING INSULATION.

25. MECHANICAL EQUIPMENT INSTALLED IN FOOD SERVICEESTABLISHMENTS MUST COMPLY WITH THE 2005 FDA FOODCODE AS ADOPTED BY WV LEGISLATURE.

26. ALL EXPOSED PIPING MUST BE COPPER UNLESS NOTEDOTHERWISE.

27. EQUIPMENT START UP TESTING, AND BALANCING OF ANYEQUIPMENT SHALL BE THE RESPONSIBILITY OF THEPURCHASER UNLESS OTHERWISE NOTED.

28. REVIEW DUCT AND PIPE SIZE REQUIREMENTS INDICATED ONPLANS AND PROVIDE DESIGN CRITERIA TO STRUCTURALTRUSS MANUFACTURER TO COORIDNATE WEB OPENING ANDCLEARANCE REQUIREMENTS. GENERAL CONTRACTOR,PLUMBING CONTRACTOR, AND MECHANICAL CONTRACTORSHALL PROVIDE ALL COORDINATION SERVICES REQUIRED TOCOORDINATE TRUSS MANUFACTURER AND PROVIDEREQUIRED OPENING DIMENSIONS.

GENERAL PLUMBING NOTES

1. ALL WORK MUST COMPLY WITH THE INTERNATIONALPLUMBING CODE 2015, INTERNATIONAL FUEL GAS CODE 2015,INTERNATIONAL BUILDING CODE 2015, ASHRAE 90.1-2007, ASWELL AS FEDERAL, STATE, CITY, AND MUNICIPALREGULATIONS.

2. PROVIDE SLEEVES AND SEALS AT ALL WALL, CEILING, ROOF,AND FLOOR PENETRATIONS. ALL INSTALLATIONS SHALLSATISFY CURRENT ADOPTED NFPA CODES.

3. DO NOT INSTALL PLUMBING & MECHANICAL PIPING ABOVEELECTRICAL PANELS.

4. INSTALL ACCESS DOORS AND/OR PANELS AT SERVICELOCATIONS. SIZE PANELS TO ADEQUATELY SERVICEEQUIPMENT. DOORS AND PANELS MUST HAVE THE SAME FIRERATING AS THE WALL IN WHICH THEY ARE INSTALLED.

5. INSTALL SHUT-OFF VALVES AT EACH FIXTURE. INSTALL BALLVALVES AT ALL BRANCHES SERVING TWO OR MORE PIECESOF EQUIPMENT. LOCATE BALL VALVES FOR EASE OF ACCESSAND FULL LIMITS OF OPERATION.

6. PROVIDE AIR VENTS AT HIGH POINTS AND DRAINS AT LOWPOINTS IN PLUMBING MAINS.

7. TEST FOR LEAKS IN PIPING AND CORRECT DEFICIENCIES.

8. EXTEND ALL BELOW GRADE CLEANOUTS ON SANITARY LINESTO FINISHED FLOOR LEVEL.

9. SLOPE ALL INTERIOR SANITARY PIPING, 4" AND LARGER 1/8"PER FOOT, UNO. SLOPE INTERIOR SANITARY PIPING, 3" ANDSMALLER 1/4" PER FOOT UNO.

10. REFER TO APPLICABLE CODES FOR ACCEPTABLE DRAINAGESYSTEM FITTINGS.

11. CONTRACTOR TO FURNISH ALL UNIONS, BUSHINGS, ANDFITTINGS NOT SHOWN ON DRAWINGS BUT ARE REQUIREDFOR INSTALLATION.

12. PROVIDE ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT,HAULING, AND SERVICES NECESSARY TO COMPLETE ALLPLUMBING SYSTEMS.

13. CONTRACTOR TO OBTAIN BUILDING PERMIT AND ARRANGEALL REQUIRED INSPECTIONS WITH THE APPROPRIATEREGULATORY AGENCY. CONTRACTOR MAINTAINSRESPONSIBILITY FOR COMPLIANCE WITH ALL CODES ORSTANDARDS WHICH AFFECT WORK.

14. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF JOBSITE SAFETY, ENGINEER AND ARCHITECT ASSUME NORESPONSIBILITY OR RISK FOR METHODS USED BYCONTRACTOR FOR INSTALLING WORK DEPICTED ON THISPLAN.

15. WHEN ALTERNATE OR SUBSTITUTED EQUIPMENT IS USED,CONTRACTOR IS RESPONSIBLE FOR COORDINATING SPACEREQUIREMENTS, CONFIGURATIONS, CHANGES IN SUPPORTSOR STRUCTURAL MEMBERS, ELECTRICAL REQUIREMENTS,AND COORDINATION OF OTHER TRADES THAT MAY BEAFFECTED BY THEIR USE. CONTRACTOR IS RESPONSIBLEFOR VERIFYING THE SAME WHEN USING MANUFACTURERSOTHER THAN THE BASIS OF DESIGN.

GENERAL FIRE PROTECTION NOTES

1. FIRE PROTECTION CONTRACTOR MUST SUBMITDIMENSIONED FIRE SPRINKLER SHOP DRAWINGS ASAPPROVED BY LOCAL FIRE DEPARTMENT TO ENGINEER FORRECORD KEEPING. FIRE PROTECTION SHOP DRAWINGSSHALL BE SEALED AND SIGNED BY A LICENSEDPROFESSIONAL ENGINEER ON STAFF WITH THE FIREPROTECTION CONTRACTOR.

2. ALL SPRINKLER SYSTEMS SHALL BE DESIGNED ANDINSTALLED PER THE REQUIREMENTS OF THE WEST VIRGINIASTATE FIRE CODE TITLE 87 SERIES 1 FILED 2016, NFPA13-2013, AND NFPA 25-2013.

3. SPRINKLER SYSTEM COMPONENTS ARE INDICATED ON THEDRAWING FOR REVIEW AND INFORMATION PURPOSES ONLY.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALLCOMPONENTS FOR A COMPLETE FIRE SUPPRESSIONINSTALLATION AS PER THE INTENT OF THE PROJECT SCOPEOF WORK.

4. FIRE PROTECTION CONTRACTOR SHALL COORDINATESPRINKLER INSTALLATION WITH OTHER TRADES.

5. INSTALL ALL SPRINKLER PIPING AS HIGH AS POSSIBLE.

6. PROVIDE ADEQUATE COVERAGE IN ALL NEW SPACES ASREQUIRED BY NFPA 13, NFPA 14, STATE FIRE CODE, ANDLOCAL AUTHORITIES.

7. PIPING SHOWN ON PLAN IS FOR INFORMATION ONLY.CONTRACTOR TO FIELD VERIFY DETAILS OF EXISTING PIPINGBEFORE INSTALLING NEW WORK.

8. NO PLASTIC PIPING PERMITTED.

9. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING A WATERSUPPLY FLOW AND PRESSURE TEST.

10. COORDINATE NEW SPRINKLER PIPE WITH NEW DUCTWORKINSTALLATION.

11. ALL SPRINKLER HEADS AND PIPING INDICATED ON PLAN AREEXISTING AND FOR REFERENCE ONLY. SPRINKLERCONTRACTOR RESPONSIBLE FOR NEW HEAD LAYOUT TOCOMPLY WITH COVERAGE REQUIREMENTS OUTLINED IN THESTATE FIRE CODE.

12. CEILING MOUNTED SPRINKLER HEADS TO BE CHROME SEMIRECESSED TYPE, LOCATED IN THE CENTER OF CEILING TILES.

13. APPLY FIRESTOPPING TO PIPING AND DUCTWORKPENETRATIONS OF FIRE-RATED FLOOR, WALL, AND CEILINGASSEMBLIES TO ACHIEVE FIRE-RESISTANCE RATING OF THEASSEMBLY. MODIFY PIPE AND DUCT INSULATION ASREQUIRED TO MAINTAIN FIRE RATING.

14. SPRINKLER PIPING SHALL BE INSTALLED TO MAINTAINMINIMUM PIPE TEMPERATURE OF 40 DEGREES.

15. WALL INDICATING VALVE OR POST INDICATING VALVE ISREQUIRED AT FIRE PROTECTION SERVICE ENTRANCESLOCATED IN ROOMS THAT DO NOT EXIT DIRECTLY TO THEOUTSIDE.

16. INSTALL ANTIFREEZE PIPING WITH REDUCED PRESSUREZONE BACKFLOW PREVENTER AND GALVANIZED FIREPROTECTION PIPING FOR COMPLETE SPRINKLER COVERAGETO AREAS SUBJECT TO AMBIENT TEMPERATURES LESS THAN40 DEGREES F.

17. INSTALL SIAMESE FIRE DEPARTMENT CONNECTION WITHBALL CHECK VALVE AT SPRINKLER ENTRANCE. MATCHTHREADS TO LOCAL FIRE DEPARTMENT REQUIREMENTS.

18. PROVIDE SPRINKLER SYSTEM COVERAGE FOR CURING ROOMAREAS THAT EXCEED 115 DEGREES DURING NORMALOPERATION.

V

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SIONAL EN

18938

STATE OF

AI

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PROF

ES

DA

N

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JR

.

-2'-7"E

L

2

SJL-1

PJL-1

XHL-1

4"C

ON

D

4"CW14'-9"EL

11'-6"E

L1"P

WD

1"C

W

4"CW

14'-9"EL

1 1/2"COND

2"C

W14'-9"E

L

4"P

W

6"SAN

6"S

AN

4"S

AN

2"C

ON

D

4"CW

14'-9"EL 4"PW

2"P

W

2"P

W

2"P

W2"P

W1'-2"E

L

4"PW 2"PW

1"P

W

14'-9"EL

1"P

WD

-1'-2"E

L

2"C

W

3/4

"CW

1"C

W

11'-6"E

L

14'-9"EL

2"C

W

14'-9"E

L

1'-2"E

L

1'-2"E

L

1'-2"E

L

1'-2"E

L

1"P

W

1"P

W

1"P

W

4"S

AN

2"COND

2"COND

2"COND

2"COND

SEE CIVIL PLANS FOR CONDENSATE CONTINUATION TO CONDENSATION POOL.

CONDENSATE COLLECTION TANK AND PUMPS TO CONDENSATION POOL.

PROVIDE 2" DOMESTIC WATER CONNECTION TO BOILER FILL VALVE.

PROVIDE 1" NATURAL GAS PIPING CONNECTION TO UNIT HEATER.

PROVIDE 1" DOMESTIC WATER CONNECTION TO VACUUM PUMP.

KEYED PLUMBING NOTES

1

2

3

4

5

CONTROL

55

BOILER ROOM

18

BOILER ROOM

18

PUMP HOUSE

54

GASMETERING

56

OFFICE

52

AIRCOMPRESSOR

ROOM

51

PRODUCTIONFLOOR

48

MEN

16

BREAK ROOM

49

CONTROL ROOM

50

ELECTRICAL ROOM

57

SPRINKLER ROOM

58

FLY ASH SILO ROOMSLURRY POOL

59

SLURRY TANKROOM

46

PRE-CURING ROOM

45

5.1.2

P4.001

P4.004

P4.002

5

2" DOMESTIC WATER SERVICE

FIRE SUPPRESSION SERVICE4

4

4

1 1/2"ø GAS

1 1/2"ø CW 1 1/2"ø CW

1"ø

CW

2"ø GAS1"ø CW

1"ø CW

P4.003

LEVEL 2

WOMEN

17

J.C.

53

4"SAN

44

1 1/2" TO CONDENSATE POOL2" MAKEUP WATER

4" PW FROM CONDENSATE POOL

4" DOMESTIC WATER SUPPLY

6" SAN TO SITESANITARY

4"SAN TO SITESANITARY

6" STO TOSITE STORM

4"S

TO

P-1

P-2

2

DG1

DG1

2"ø GAS

4







(FAX)(304) 624-7831


2/28/2017 8:34:51 AM


As indicated02/28/2017

ADS


PLUMBING PLAN ADS 02/28/17030-2968 AMERICA'S BEST BLOCK

KEYSER, WV

PLUMBING PLANDAC 02/28/17DAC 02/28/17

0' 10' 20' 40' 1/16" = 1'-0"P2.003333 FIRST FLOOR PLUMBING PLAN

V

IA CO

TO

R

EGIS TERE

D

ST

V I R GI

SIONAL EN

18938

STATE OF

AI

N

WE R

EE

NIG

PROF

ES

DA

N

. TD

JR

.

SPRINKLER ROOM

58

FD1

8"ø

FP

1 1

/2"ø

CW

FDC

2

3

2” CW FROM SITE

8” FIRE PROTECTION FROM SITE

3

WH1

BREAK ROOM

49

WOMEN

17

J.C.

53

MEN

16

WC1

U1

WC1

L1F1

WC1

WF

S2F3

S1F2

WC1U1

FD1

FD1

FD1

L1F1

FD1

L1F1L1F1

4"SAN TO SITESANITARY

4" VTR

4"SAN

1"CW

2"V

3/4"CW

2"C

W

4"SAN4"SAN

CONTROL

55

BOILER ROOM

18

BOILER ROOM

18

PUMP HOUSE

54

OFFICE

52

AIRCOMPRESSOR

ROOM

51

#” GAS FROM METER (SIZE)

6” SANITARY TO SITE SAN

CO

FD1 FD1

FD1

FD1

8

88

6

4"S

AN

4"S

AN

6"SAN

6"S

AN

2"C

W

2"C

W

3/4

"CW

6"SAN

4"ø GAS

4"ø

GA

S

2"ø GAS

INSTALL SEPARATELY METERED DOMESTIC WATER SERVICE FOR BOILER CONNECTION.

INSTALL SEPARATELY METERED DOMESTIC WATER SERVICE FOR RESTROOM AND WATER SUPPLY FIXTURES THAT DISCHARGE TODRAIN.

PROVIDE FULL COVERAGE FIRE PROTECTION SYSTEM PER NFPA 13-2015. PROVIDE YARD TYPE POST INDICATOR VALVE AND WALLMOUNTED FIRE DEPARTMENT CONNECTION SIAMESE TYPE.

INSTALL 4" VTR PIPING THROUGH ROOF PENETRATION.

INSTALL DOMESTIC WATER PIPING CONNECTIONS TO BOILER SYSTEM FILL VALVES. SEE STEAM PIPING PLAN FOR DETAILS.

INSTALL NATURAL GAS PIPING CONNECTION TO BOILER BURNER PER MANUFACTURER REQUIREMENTS.

INDICATED WATER SUPPLY PIPING FOR BOILER CONNECTION ONLY.

SEE MECHANICAL DETAILS ON M6.02 FOR BOILER SYSTEM WATER CONNECTIONS.

KEYED PLUMBING NOTES

1

2

3

4

5

6

7

8

1"ø CW

1"ø CW 1"ø CW

2.1.11 2.1.10







(FAX)(304) 624-7831


2/28/2017 8:34:55 AM



ADS


ENLARGED PLUMBING PLANS


KEYSER, WV

ENLARGED PLUMBING PLANSDAC 02/28/17DAC 02/28/170' 2'-6" 5' 10' 1/4" = 1'-0"P4.004444

ENLARGED SPRINKLER ROOMPLUMBING PLAN

0' 2'-6" 5' 10' 1/4" = 1'-0"P4.001111ENLARGED BREAK ROOMPLUMBING PLAN

0' 2'-6" 5' 10' 1/4" = 1'-0"P4.002222ENLARGED BOILER ROOMPLUMBING PLAN

0' 5' 10' 20' 1/8" = 1'-0"P4.003333FIRST FLOOR PLUMBING PLAN -PLATFORM LEVEL 2

V

IA CO

TO

R

EGIS TERE

D

ST

V I R GI

SIONAL EN

18938

STATE OF

AI

N

WE R

EE

NIG

PROF

ES

DA

N

. TD

JR

.

SLEEVE THROUGHFLOOR TYP FLOOR

FLOOR DRAIN

DISTRIBUTION UNIT FORMULTIPLE DRAIN CONNECTIONS.

TRAP PRIMER VALVE

DOMESTIC WATER PIPE

1/2" TRAP PRIMER WATER SUPPLY

DEEP SEAL TRAP

TRAP PRIMERCONNECTION

NOTES

PRESSURE GAGE AND SHUT OFF VALVE.

TEST VALVE AND CAPPED NIPPLE.

PRESSURE REDUCING VALVE W/ INTEGRAL STRAINER. PRV WATTSSERIES N45B.

REDUCED PRESSURE BACKFLOW PREVENTER WATTS SERIES009M2QT WITH AIR GAP TO DRAIN AND QUARTER TURN BALL VALVES.

SERVICE LINE SIZEAS SHOWN ONPLANS.

TO DRAIN

GRADE

TO WATERMETER

1 2

3

4

1

2

3

4







(FAX)(304) 624-7831


2/28/2017 8:34:55 AM


1/8" = 1'-0"02/28/2017

ADS


PLUMBING DETAILS ADS 02/28/17030-2968 AMERICA'S BEST BLOCK

KEYSER, WV

PLUMBING DETAILSDAC 02/28/17DAC 02/28/17

0' 10' 20' 40' 1/8" = 1'-0"P6.001111 TRAP PRIMER DETAIL

0' 10' 20' 40' 1/8" = 1'-0"P6.002222WATER SERVICE ENTRANCEDIAGRAM

V

IA CO

TO

R

EGIS TERE

D

ST

V I R GI

SIONAL EN

18938

STATE OF

AI

N

WE R

EE

NIG

PROF

ES

DA

N

. TD

JR

.

FSD

FD

RETURN GRILLERG

SUPPLY DIFFUSERSD

EXHAUST GRILLEEG

CEILING MOUNTED EXHAUST FANEF

MECHANICAL SYMBOL LEGENDDESCRIPTIONSYMBOLABBR

T 7-DAY PROGRAMMABLE THERMOSTATT

STRAIGHT DUCT

FLEXIBLE DUCT

MITERED ELBOW

RADIUS ELBOW

DUCT TRANSITION

SUSPENDED ELECTRIC HEATER

ROUND ACCESS DOOR

SQUARE ACCESS DOOR

AIR LOUVER

EH

L

AD

AD

P PUMP

MOTORIZED CONTROL DAMPERCD

120V MOTORIZED COMBINATIONFIRE/SMOKE DAMPERFSD

FUSIBLE LINK FIRE DAMPERFD

DUCTWORK SCHEDULETYPE DUCT MATERIAL

SUPPLY DUCT RECTANGULAR 26 GA GALVANIZEDDUCT

LINER

NONE

NOTES

MIN 22 GA GREATER THAN 21" WIDTHMIN 20 GA GREATER THAN 37" WIDTH

INSULATION

SUPPLY DUCT ROUND

RETURN

RUNOUTS TO DIFFUSERS

26 GA GALVANIZEDDUCT

-

26 GA GALVANIZEDDUCT / FLEX DUCT

FLEX ROUND MAXIMUM 5' LENGTH


*INSTALL 1" THICK ACOUSTICAL DUCT LINER ONRETURN DUCTS 10' FROM DUCT OPENING. DUCT

SIZES INDICATED ARE NET FLOW AREA.MIN 22 GA GREATER THAN 21" WIDTHMIN 20 GA GREATER THAN 37" WIDTH

NONE

NONE

YES*

1. REFER TO SMACNA DUCT CONSTRUCTION STANDARDS FOR ACCEPTABLE DUCT ASSEMBLIES. DUCT GAGE THICKNESS, REINFORCEMENT,AND SEALANT SHALL COMPLY WITH SMACNA DUCT CONSTRUCTION STANDARDS. SEE DESIGN STATIC PRESSURE AND INDICATED DUCTDIMENSIONS TO PROVIDE ADEQUATE DUCT ASSEMBLIES PER SMACNA DUCT CONSTRUCTION STANDARDS.

2. ALL DRAWING DUCT DIMENSIONS DEFINE THE NET FREE FLOW AREA. ACTUAL DUCT SIZE SHALL BE LARGER TO ACCOMMODATE DUCTLINER AND INSULATION THICKNESS WILL BE ADDED TO DUCT DIMENSIONS SHOWN.

3. PROVIDE ROUND ELBOWS WHEREVER POSSIBLE. WHERE SPACE DOES NOT PERMIT ROUND ELBOWS, USE MITERED ELBOWS WITHTURNING VANES.

4. DUCT LOCATED IN CONDITIONED SPACE WITH TEMPERATURE DIFFERENCE LESS THAN 15 DEGREES BETWEEN THE AMBIENT AIRTEMPERATURE AND THE AVERAGE AIR TEMPERATURE INSIDE THE DUCT DOES NOT REQUIRE INSULATION.

5. DUCTWORK SHALL HAVE 2" WG PRESSURE CLASS FOR LOW PRESSURE SUPPLY DUCT AND ALL RETURN AIR DUCTWORK.6. PROVIDE DUCT TRANSITIONS WITH 15 DEGREE ANGLE CONVERGENCE WHERE POSSIBLE.7. DUCT SEALING REQUIREMENTS SHALL BE SEAL CLASS C FOR 2"WG STATIC PRESSURE CONSTRUCTION CLASS. SEAL REQUIREMENTS

SHALL BE SEAL CLASS B FOR 3"WG STATIC PRESSURE CONSTRUCTION CLASS.

2" FIBERGLASS W/FSK WRAP



SEE NOTE 4

EXPOSED SPIRAL 24 GA GALVANIZEDSPIRAL DUCT

NONE 1" FIBERGLASS W/FSK WRAP

EXHAUST 26 GA GALVANIZEDDUCT / FLEX DUCT

FLEX ROUND MAXIMUM 5' LENGTHMIN 22 GA GREATER THAN 21" WIDTHMIN 20 GA GREATER THAN 37" WIDTH

NONE NONE

VENTILATION AND MAKEUPAIR DUCTWORK



NONE 2" FIBERGLASS W/FSK WRAP


GRILLES & DIFFUSERS SCHEDULEMANUF. MAX. S.P. NCMODEL

<200.0824"X24"

SIZE/FACETYPEMARK

KRUEGER

COLOR THROW

4-WAYLAY INDIFFUSER

SD1

HARD CEILINGDIFFUSER

SD2 <200.0812"X12", 24"X24"SEE PLAN

KRUEGER 80

STANDARDWHITE

STANDARDWHITE

PLQ

<200.0824"X24"KRUEGER PERFORATEDGRILLE

LAY IN CEILINGRETURN

RG1 6690 STANDARDWHITE

1. SEE HVAC FLOOR PLANS FOR INDIVIDUAL AIR CONNECTION SIZES.2. PROVIDE BACK PAN DUCT ATTACHMENT FOR ALL CONTINUOUSLY DUCTED RETURN GRILLES.3. ROTATE LAY-IN SINGLE DEFLECTION GRILLES TO MINIMIZE VISIBILITY THOUGH GRILLE.4. INSTALL BUG SCREENS WITH ALL EXTERIOR GRILLES AND LOUVERS.

HARD CEILINGEXHAUST GRILLE

EG1 0.08KRUEGER EGGCRATEGRILLE

SEE PLANEGC5 STANDARDWHITE

<20

VENTILATIONLOUVER

L1 0.08RUSKIN 14"X14"ELF211 <20 VERIFY COLOR W/ARCH

45 DEGREEDEFLECTION

DUCT MOUNTEDEXHAUST GRILLE

EG2 0.08KRUEGER SEE PLANEGC5 STANDARDWHITE

<20 EGGCRATEGRILLE

1. PROVIDE EQUIPMENT DISCONNECTS.2. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURERS RECOMMENDATIONS.3. INSTALL PVC CONDENSATE DRAIN PIPE FROM EACH COIL TO FLOOR DRAIN.4. (*) INDICATED CIRCUIT CONTAINS MOTOR AMPS FOR DUAL CIRCUIT AIR HANDLERS.5. MAINTAIN POSITIVE BUILDING PRESSURIZATION.

1. PROVIDE EQUIPMENT DISCONNECTS.2. PROVIDE VIBRATION ISOLATION. CONNECT EXHAUST DUCTWORK WITH FLEXIBLE CONNECTION.3. PROVIDE CABINET TYPE EXHAUST FAN WITH INTEGRAL BACKDRAFT DAMPER.4. PROVIDE PACKAGED PROPELLER EXHAUST FANS WITH RAIN HOOD, OSHA GUARD, MOTORIZED DAMPER, BUG SCREEN AND WALL HOUSING.

1. PROVIDE INTEGRAL DOUBLE-POLE SINGLE THROW BOX MOUNTED UNIT DISCONNECT SWITCH.2. THERMAL CUTOUT SHALL BE BUILT INTO THE SYSTEM TO SHUT OFF THE HEATER IN THE EVENT OF OVERHEATING.3. WALL MOUNTED THERMOSTAT SHALL BE PROGRAMMABLE (BASIS OF DESIGN HONEYWELL RTH7500D PROGRAMMABLE THERMOSTAT).4. PROVIDE SEPARATE POWER AND CONTROL RELAYS TO ACCEPT PROGRAMMABLE THERMOSTAT CONTROLS AT EACH UNIT HEATER.

1. PROVIDE EQUIPMENT DISCONNECTS.2. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURERS RECOMMENDATIONS. PIPING SHALL BE NO LONGER THAN 100' EQUIVALENT

LENGTH.3. PROVIDE CONDENSATE PUMPS AND PVC PIPE DRAIN FOR EACH INDOOR UNIT.4. PROVIDE HEAD PRESSURE CONTROL ASSEMBLY AND LOW AMBIENT COOLING CONTROLS.5. PROVIDE HIGH PRESSURE SWITCH AND LOW PRESSURE SWITCH FOR DIRTY FILTER MONITORING AND REFRIGERANT CHARGE.6. MINIMUM SEER 13 CONDENSERS.

MECHANICAL PIPING SYMBOL LEGENDDESCRIPTIONSYMBOLABBR

COMPRESSED AIR PIPINGCA

CONDENSATE SUPPLY FROM POOL PIPINGCSP

PWD PROCESS WATER DRAINAGE PIPING

EXH EXHAUST PIPING

STEAM PIPINGSTM

STR STEAM RELIEF PIPING

REFRIGERATION PIPINGREF

VENT COMBUSTION AIR EXHAUST VENT

ELBOW UP

ELBOW DOWN

BALL VALVE

CHECK VALVE

CIRCUIT BALANCING VALVE

TEMPERATURE GAGE

PRESSURE GAGE

PRESSURE RELIEF VALVE

MOTORIZED CONTROL VALVE

PW PROCESS WATER

MANUAL BUTTERFLY VALVE

PNEUMATIC BUTTERFLY VALVE

TWO-POSITION THREE WAYMAGNETIC VALVE

STEAM CONDENSATE PIPINGCOND

SP SLURRY PIPING

AL ALUMINUM PIPING

MECHANICAL PIPING SCHEDULE

< 2 1/2"

MATERIALPIPE SIZETYPE INSULATION

YES - SEESCHEDULE

HIGH PRESSURESTEAM SUPPLY

1. MECHANICAL PIPING SCHEDULE COVERS ONLY PLUMBING PIPING LOCATEDINSIDE THE BUILDING SHELL AND DOES NOT APPLY TO SITE UTILITIES.

2. CLEAN COMPRESSED AIR PIPING PER ASME B31.1

NOTES

NOCOMPRESSED AIR ALL SIZES


CONDENSATE SCH 40 CARBONSTEEL PIPE

YES - SEESCHEDULE


YES - SEESCHEDULE

MEDIUM PRESSURESTEAM SUPPLY


< 2 1/2"

ALL SIZES

THREADED FITTINGS,COMPLY WITH ASME B31.1



COMPLY WITHASME B31.1

YESPROCESS WATER ALL SIZES # COMPLY WITHASME B31.3

> OR = 2 1/2" YES - SEESCHEDULE



YES - SEESCHEDULE

MEDIUM PRESSURESTEAM SUPPLY


> OR = 2 1/2"

WELDED, COMPLY WITHASME B31.1

WELDED, COMPLY WITHASME B31.1

NOSLURRY PIPING ALL SIZES # COMPLY WITHASME B31.3

NOALUMINUM PIPING ALL SIZES # COMPLY WITHASME B31.3

GLASS FIBER

MECHANICAL PIPING INSULATION SCHEDULE

INSULATION TYPEPIPE SIZETYPE INSULATION THICKNESS

2"

1"


CONDENSATE

1. MECHANICAL PIPING INSULATION SCHEDULE COVERS ONLY MECHANICALPIPING LOCATED INSIDE THE BUILDING SHELL AND DOES NOT APPLY TO SITEUTILITIES.

ALL SIZES

ALL SIZES

2"MEDIUM PRESSURESTEAM SUPPLY

ALL SIZES GLASS FIBER

GLASS FIBER







(FAX)(304) 624-7831


2/28/2017 8:34:24 AM


1/8" = 1'-0"02/28/2017

ADS

CONSTRUCTION DOCUMENTSMMMM1111....00000000

MECHANICAL SCHEDULES, SYMBOLS, & NOTES


KEYSER, WV

MECHANICAL SCHEDULES, SYMBOLS, & NOTESDAC 02/28/17DAC 02/28/17

GENERAL MECHANICAL NOTES

19. CONDENSATE DRAIN PIPE MATERIALS SHALL BE COPPER ORPVC PIPE. WHERE THE DRAIN PIPES FROM MORE THAN ONEUNIT ARE MANIFOLDED TOGETHER FOR CONDENSATEDRAINAGE, THE PIPE OR TUBING SHALL BE SIZED INACCORDANCE WITH AN APPROVED METHOD. ALLHORIZONTAL SECTIONS OF DRAIN PIPING SHALL BEINSTALLED IN UNIFORM ALIGNMENT AT A UNIFORM SLOPE.

20. ALL DUCT INSULATION AND LININGS, INCLUDING VAPORBARRIERS AND COATINGS, MUST HAVE A FLAME SPREADRATING NOT OVER 25 WITHOUT EVIDENCE OF CONTINUEDPROGRESSIVE COMBUSTION AND A SMOKE DEVELOPEDRATING NO HIGHER THAN 50.

21. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALLDIMENSIONS, PLAN SCALE, AND SITE CONDITIONS BEFOREBIDDING AND DURING CONSTRUCTION.

22. THERMOSTATS MAY NOT BE INSTALLED ON EXTERIOR WALLS.THERMOSTATS MUST BE INSTALLED TO OBTAIN ACCUATESAMPLING OF ROOM AIR, OTHERWISE, PROVIDE AND INSTALLTHERMOSTAT ZONE SENSORS TO FEEDBACK TO CENTRALUSER THERMOSTAT.

23. LOCATE THERMOSTATS TO MINIMIZE DIRECT HEAT TRANSFERDISTURBANCES THAT COULD CAUSE INACCURATETEMPERATURE READINGS. DISTURBANCES INCLUDE BUT ARENOT LIMITED TO, HEAT GENERATING EQUIPMENT, DIRECTSUNLIGHT, EXPOSURE TO UNMIXED COOLING OR HEATINGAIRSTREAM, STAGNANT AIR, FURNITURE OBSTRUCTIONS,AND TASK LIGHTING.

24. PROGRAM THERMOSTATS AND EQUIPMENT OPERATION TOSATISFY OWNER OCCUPANCY SCHEDULES. MAINTAINMINIMUM REQUIRED VENTILATION AND HUMIDITY CONTROLPRACTICES.

25. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15DEGREES DIVERGENCE WHEREVER POSSIBLE; MAXIMUM 30DEGREES DIVERGENCE UPSTREAM OF EQUIPMENT AND 45DEGREES CONVERGENCE DOWNSTREAM.

26. DUCTWORK SIZES INDICATE CLEAR AIRFLOW DIMENSIONSINSIDE THE INSULATION. ADJUST ACTUAL SHEET METALDIMENSIONS ACCORDINGLY. SHAPE AND LOCATION OFDUCTS MAY BE CHANGED TO SUIT BUILDING CONDITIONSWHILE MAINTAINING CROSS-SECTIONAL AREA ANDEQUIVALVENT PERFORMANCE.

27. PROVIDE CODE REQUIRED TEMPERED VENTILATION AIR ASREQUIRED BY INTERNATIONAL MECHANICAL CODE 2012.PROVIDE CONTINUOUS VENTILATION AIR DURINGOCCUPANCY.

28. LIQUID AND GAS REFRIGERATION PIPING IS REPRESENTED BYA SINGLE SCHEMATIC LINE ON MECHANICAL DRAWINGS.

29. PROVIDE VIBRATION ISOLATION AT LOCATIONS WHEREHORIZONTAL OR VERTICAL DUCTS PENETRATE EXISTINGROOF STRUCTURES.

30. PROVIDE CERTIFIED TESTING AND BALANCING SERVICES ONAIR AND WATER SYSTEMS. TAB CONTRACTOR SHALL BEEITHER NEBB CERTIFIED OR AABC CERTIFIED. TABPROCEDURES MUST FOLLOW TAB CERTIFICATIONGUIDELINES. PROVIDE FINAL TAB REPORT. CONTRACTOR TOCORRECT DEFICIENCIES DISCOVERED DURING TESTING ANDBALANCING PROCEDURES.

31. INSTALL ALL MECHANICAL EQUIPMENT LEVEL.

32. EQUIPMENT SHALL BE FREE OF DUST AND DEBRIS PRIOR TOTURNING OVER PROJECT TO OWNER. REPAIR DAMAGEDEXISTING EQUIPMENT AND UPDATE MAINTENANCE LOGS.

33. PATCH AND SEAL ALL EXISTING DUCT WITH OBSERVABLEEXCESSIVE LEAKAGE. SEAL AND SECURE ALL EXISTING DUCTTAPS.

34. PROVIDE VIBRATION ISOLATION AT LOCATIONS WHEREHORIZONTAL OR VERTICAL DUCTS PENETRATE EXISTINGROOF STRUCTURES.

35. FOLLOW MANUFACTURER RECOMENDED LOUVERINSTALLATION SEALANT REQUIREMENTS UNLESS NOTEDOTHERWISE BY ARCHITECT.

36. EQUIPMENT START UP TESTING, AND BALANCING OF ANYEQUIPMENT SHALL BE THE RESPONSIBILITY OF THEPURCHASER UNLESS OTHERWISE NOTED.

37. REVIEW DUCT AND PIPE SIZE REQUIREMENTS INDICATED ONPLANS AND PROVIDE DESIGN CRITERIA TO STRUCTURALTRUSS MANUFACTURER TO COORIDNATE WEB OPENING ANDCLEARANCE REQUIREMENTS. GENERAL CONTRACTOR,PLUMBING CONTRACTOR, AND MECHANICAL CONTRACTORSHALL PROVIDE ALL COORDINATION SERVICES REQUIRED TOCOORDINATE TRUSS MANUFACTURER AND PROVIDEREQUIRED OPENING DIMENSIONS.

GENERAL MECHANICAL NOTES

1. ALL WORK MUST COMPLY WITH THE INTERNATIONALMECHANICAL CODE 2015, INTERNATIONAL FUEL GAS CODE2015, ASHRAE 90.1-2007, INTERNATIONAL BUILDING CODE2015, SMACNA DUCT CONSTRUCTION STANDARDS, SMACNAHVAC AIR DUCT LEAKAGE TEST MANUAL, NFPA 90A 2012,WEST VIRGINIA STATE FIRE CODE TITLE 87 SERIES 1 FILED2016, WEST VIRGINIA STATE BUILDING CODE TITLE 87 SERIES1 FILED 2016, AS WELL AS FEDERAL, STATE, CITY, ANDMUNICIPAL REGULATIONS.

2. PROVIDE ALL NECESSARY TRANSITIONS AND FITTINGS INDUCTWORK AND PIPING FOR COMPLETE INSTALLATION. NOTALL OFFSETS AND FITTINGS ARE SHOWN ON DRAWINGS.

3. PROVIDE ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT,HAULING, AND SERVICES NECESSARY TO COMPLETE ALLMECHANICAL SYSTEMS. PROVIDE ALL MINOR ITEMS SUCH ASOFFSETS, FITTINGS, ETC AS PART OF THE WORK.

4. WHEN ALTERNATE OR SUBSTITUTED EQUIPMENT IS USED,CONTRACTOR IS RESPONSIBLE FOR COORDINATING SPACEREQUIREMENTS, CONFIGURATIONS, CHANGES IN SUPPORTSOR STRUCTURAL MEMBERS, ELECTRICAL REQUIREMENTSAND COORDINATION OF OTHER TRADES THAT MAY BEAFFECTED BY THEIR USE. CONTRACTOR IS RESPONSIBLEFOR VERIFYING THE SAME WHEN USING LISTED APPROVEDMANUFACTURERS OTHER THAN THE BASIS OF DESIGN.

5. MAINTAIN AT THE SITE ONE SET OF REDLINE RECORDDOCUMENTS. RECORD DOCUMENTS INCLUDE ALLDEVIATIONS FROM THE ORIGINAL CONTRACT DOCUMENTSINCLUDING CHANGES DUE TO FIELD COORDINATION. RECORDDOCUMENTS SHALL BE DELIVERED TO THE OWNER AT THECOMPLETION OF THE PROJECT PRIOR TO FINAL PAYMENT.

6. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF JOBSITE SAFETY, ENGINEER AND ARCHITECT ASSUME NORESPONSIBILITY OR RISK FOR METHODS USED BYCONTRACTOR FOR INSTALLING WORK DEPICTED ON THISPLAN.

7. INSTALL ACCESS DOORS AT EQUIPMENT, DUCT, AND PIPINGSERVICE LOCATIONS. PANELS SHALL BE SIZED TO SERVICEEQUIPMENT. DOORS AND PANELS SHALL HAVE THE SAME FIRERATING AS THE WALL IN WHICH THEY ARE INSTALLED.INSTALL ACCESS DOORS AT EQUIPMENT, DUCT, AND PIPINGSERVICE LOCATIONS. SIZE PANELS TO ADEQUATELY SERVICEEQUIPMENT. DOORS AND PANELS SHALL HAVE THE SAME FIRERATING AS THE WALL IN WHICH THEY ARE INSTALLED.

8. INSTALL FIRE DAMPERS AND ACCESS DOORS AT ALL 2-HOUROR GREATER FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,AND SHAFT WALLS. PROVIDE COMBINATION MOTORIZED FIRE& SMOKE DAMPERS AT ALL SMOKE CONTROL ZONES.PROVIDE OTHER FIRE DAMPERS AND FIRE & SMOKEDAMPERS AS REQUIRED BY THE AUTHORITY HAVINGJURISDICTION.

9. INSTALL ACCESS DOORS AT ALL CONCEALED DUCTACCESSORIES INCLUDING, FIRE DAMPERS, SMOKE DAMPERS,COMBINATION DAMPERS, AND BACKDRAFT DAMPERS.MAINTAIN ACCESSIBILITY CLEARANCE REQUIREMENTS.

10. INSTALL DAMPERS IN LOCATIONS SPECIFIED BY NFPA 90A,INTERNATIONAL MECHANICAL CODE 2015, AND AS REQUIREDBY LOCAL AUTHORITY HAVING JURISDICTION.

11. SMOKE DAMPER BASIS OF DESIGN IS 120V MOTORIZED TYPE.

12. WHERE A SMOKE DAMPER IS INSTALLED WITHIN A DUCT, ASMOKE DETECTOR SHALL BE INSTALLED IN THE DUCT WITHIN5 FEET OF THE DAMPER WITH NO OUTLETS OR INLETSBETWEEN THE DETECTOR AND THE DAMPER. THE DETECTORSHALL BE LISTED FOR THE AIR VELOCITY, TEMPERATURE ANDHUMIDITY ANTICIPATED AT THE POINT WHERE IT ISINSTALLED.

13. INSTALL COMBINATION FIRE / SMOKE DAMPERS AT ALL SHAFTWALL DUCT PENETRATIONS.

14. HVAC CONTRACTOR TO PROVIDE AND INSTALL ALL DAMPERS,MOTORS, OPERATORS, AND END SWITCHES FOR EACH FIRE,SMOKE, OR COMBINATION FIRE & SMOKE DAMPER.

15. APPLY FIRESTOPPING TO PIPING AND DUCTWORKPENETRATIONS OF FIRE-RATED FLOOR, WALL, AND CEILINGASSEMBLIES TO ACHIEVE FIRE-RESISTANCE RATING OF THEASSEMBLY. MODIFY PIPE AND DUCT INSULATION ASREQUIRED TO MAINTAIN FIRE RATING.

16. ALL FLEX DUCT MAY NOT EXCEED 5' IN LENGTH. PROPERLYSUPPORT FLEXIBLE DUCT PER SMACNA DUCTCONSTRUCTION STANDARDS.

17. ALL SUPPLY, RETURN, EXHAUST, AND MAKEUP AIR DIFFUSERAND GRILL TAKEOFFS SHALL INCLUDE BALANCING DAMPERS.MARK BALANCING DAMPER LOCATIONS ABOVE CEILING ANDDEMONSTRATE OPERATION TO OWNER.

18. ALL MATERIALS INSTALLED IN ABOVE CEILING PLENUMSMUST BE PLENUM RATED ACCORDING TO LOCAL BUILDINGCODES.

EXHAUST FAN SCHEDULEMARK MOUNTING FAN TYPE DIMENSIONS CFM DRIVE RPM VOLTAGE POWER CONTROLS MANUFACTURER MODEL LOCATION

EF1 THROUGHWALL

PACKAGED PROPELLEREXHAUST

48"D 15000 BELT 1183 208V / 1PH 1.5 HP WALL SWITCH GREENHECK SBCE-3H48 PRE-CURINGROOM

EF2 THROUGHWALL


30"D 8200 BELT 949 120V / 1PH 1 HP WALL SWITCH GREENHECK SBCE-3H30-7 CURING ROOM

EF3 THROUGHWALL


24"D 1717 BELT 929 120V / 1PH 1/3 HP THERMOSTAT GREENHECK SBCE-3H24 BOILER ROOM

EF4 THROUGHWALL


36"D 13200 BELT 1156 208V / 3PH 3 HP THERMOSTAT GREENHECK SBCE-3H36-30 PRODUCTIONFLOOR

EF5 THROUGHWALL



EF6 THROUGHWALL



EF7 THROUGHWALL


30"D 8200 BELT 949 120V / 1PH 1 HP WALL SWITCH GREENHECK SBCE-3H30-7 SLURRY TANKROOM

EF8 THROUGHWALL


24"D 1500 BELT 900 120V / 1PH 1/3 HP THERMOSTAT GREENEHCK SBCE-3H24 BOILER ROOM

EF9 ABOVECEILING

CENTRIFUGAL INLINE FAN 880 DIRECT 1725 120V / 1PH 1/4 HP WALL SWITCH GREENHECK SQ-100-A ELECTRICALROOM

EF10 CEILING CABINET EXHAUST FAN 14" x 14" 150 DIRECT 710 120V / 1PH 110 W WALL SWITCH TWIN CITY FAN T150 RESTROOM



ELECTRIC HEATER SCHEDULEMARK POWER VOLTAGE FLA MOUNTING DIMENSIONS CFM MANUFACTURER MODEL REMARKS

EH1 7500W 208V / 1PH 36A SUSPENDED 16" x 14" 650 QMARK MUH07-8 WALL THERMOSTAT






ELECTRIC FURNACE SCHEDULE

MARK DESCRIPTION CFM ELEC. HEAT VOLTAGE HEATER AMPS MCA MOCP MANU. MODELFLOW

DIRECTION

F-1 AIR HANDLER / COIL UNIT 1000 10KW 208V / 1PH 34.6A 47A 50A TRANE GAM5B0B30M21SA HORIZONTAL

F-2 AIR HANDLER / COIL UNIT 2000 15KW 208V / 1PH 34.6A, 17.3A 53A*, 22A 60A*, 25A TRANE GAM5B0C60M51SA UPFLOW

CONDENSING UNIT SCHEDULE

MARK DESCRIPTIONNOMINAL

BTUHVOLTAGE MCA MOCP REFRIGERANT MOUNTING MANUFACTURER MODEL WEIGHT

CU-1 SPLIT SYSTEM HEAT PUMP 30000 BTU 208V / 1PH 15A 25A R410A CONCRETE PAD TRANE 4TWB3030C1000A 193 LBS

CU-2 SPLIT SYSTEM HEAT PUMP 60000 BTU 208V / 1PH 34A 60A R410A CONCRETE PAD TRANE 4TWB3060B1000C 248 LBS

MOTORIZED DAMPER SCHEDULE

MARK DESCRIPTION COUNT

DUCT CONNECTION

VOLTAGEWIDTH HEIGHT

CD1 PARALLEL BLADE CONTROL DAMPER 1 36" 36" 120V / 1PH








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1. PROVIDE MODULATING BURNER CONTROLS AND LOW WATER TEMPERATURE PROTECTION.2. PROVIDE MANUAL ISOLATION VALVES AT HOT WATER SUPPLY AND RETURN CONNECTIONS.3. PROVIDE COMBUSTION MAKEUP AIR AND EXHAUST AIR PIPING TO BOILER VENT CONNECTIONS. SIZE VENT PIPING PER MANUFACTURER REQUIREMENTS.4. BOILER CONSTRUCTION, INSTALLATION, & OPERATION SHALL MEET THE REQUIREMENTS OF CURRENT EDITION OF ASME BOILER & PRESSURE VESSEL CODES.5. PROVIDE ENERGY BOILER FLUE EXHAUST ENERGY RECOVERY FOR BOILER WATER PREHEAT.

BOILER SCHEDULE

MARK CAPACITYHIGH FIREOUTPUT

PRESSURETURNDOWN

RATIOLOW FIREOUTPUT

VENT % EFF SHIP WT. VOLTAGE MCA MANU / MODELGAS

CONN

B1 384 HP

STEAMCAPACITY

GPM BTUH

6 TONS / HR 232 PSI BY SUCCESS - SEE SCHEDULE

1. PROVIDE EQUIPMENT DISCONNECTS.2. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURERS RECOMMENDATIONS.3. REFRIGERATION PIPING SHALL BE NO LONGER THAN 100' EQUIVALENT LENGTH.4. COORDINATE INSTALLATION OF INDOOR AIR CONDITIONING UNIT WITH EQUIPMENT INSTALLED IN ROOM.5. PROVIDE CONDENSATE PUMPS AND PVC PIPE DRAIN FOR EACH INDOOR UNIT.6. PROVIDE WIRELESS REMOTE CONTROLLER FOR ALL INDOOR UNITS.7. PROVIDE HEAD PRESSURE CONTROL ASSEMBLY AND LOW AMBIENT COOLING CONTROLS.

1. PROVIDE INTEGRAL DOUBLE-POLE SINGLE THROW BOX MOUNTED UNIT DISCONNECT SWITCH.2. THERMAL CUTOUT SHALL BE BUILT INTO THE SYSTEM TO SHUT OFF THE HEATER IN THE EVENT OF OVERHEATING.3. WALL MOUNTED THERMOSTAT SHALL BE PROGRAMMABLE (BASIS OF DESIGN HONEYWELL RTH7500D PROGRAMMABLE THERMOSTAT).4. PROVIDE SEPARATE POWER AND CONTROL RELAYS TO ACCEPT PROGRAMMABLE THERMOSTAT CONTROLS AT EACH UNIT HEATER.

1. PROVIDE MANUAL ISOLATION VALVES AT AIR CONNECTIONS.2. PROVIDE ATLAS COPCO DD130+ AIR LINE FILTER 275 SCFM @ 100 PSIG.3. COOLING AIRFLOW 3920 CFM AT 13 DEGREES F DELTA T.4. HEAVY DUTY 4,000 HR, TWO-STAGE INLET FILTER, SAE FINE EFFICIENCY RATING5. INLET FILTER DIFFERENTIAL PRESSURE INDICATOR.6. HIGH EFFICIENCY AND 100% MAINTENANCE-FREE GEAR-DRIVE SYSTEM.7. HIGH EFFICIENCY, EPAct COMPLIANT TEFC DRIVE MOTOR.8. ZERO LOSS ELECTRONIC WATER DRAIN WITH MANUAL BYPASS.9. ASME CODED AIR/OIL SEPARATOR TANK10. HIGH EFFICIENCY, THREE STAGE AIR/OIL SEPARATION. 8,000 HOUR, SPIN-ON TYPE OIL FILTER11. PREMOUNTED AND WIRED MOTOR STARTER.12. FULL ACOUSTICAL SOUND ATTENUATING ENCLOSURE.13. MICROPROCESSOR CONTROLLER.14. ALUMINUM BLOCK AFTERCOOLER WITH INTEGRATED MOISTURE SEPARATOR.15. LOW NOISE RADIAL TYPE COOLING FAN.16. INTEGRATED REFRIGERATED AIR DRYER.17. DRYER SAVER CYCLE - ENERGY SAVING DEW POINT MODE.18. PROVIDE CONCRETE HOUSEKEEPING PADS FOR AIR COMPRESSOR EQUIPMENT.

AIR COMPRESSOR SCHEDULEMARK CAPACITYAIR

DELIVERYAIR

PRESSUREDIMENSIONS WEIGHTVOLTAGE MANU MODEL

AC1 50 HP

ISO CLASS

229 SCFM 125 PSIG 460V/3PH ATLAS COPCO GA37-125FFCLASS 2 PARTICLES, CLASS5 WATER, CLASS 2 OIL

TYPE

ROTARY SCREW COMPRESSOR WITHINTEGRATED REFRIGERATED DRYER

1870 LBS51.6"X35"X70.5"







(FAX)(304) 624-7831


2/28/2017 8:34:26 AM


1/8" = 1'-0"02/28/2017

ADS


MECHANICAL SCHEDULES, SYMBOLS, & NOTES


KEYSER, WV

MECHANICAL SCHEDULES, SYMBOLS, & NOTESDAC 02/28/17DAC 02/28/17

SPLIT SYSTEM HEAT PUMP SCHEDULEMARK TYPE NOMINAL BTUH VOLTAGE MCA MOCP SEER EER IEER MANUFACTURER MODEL FLOW DIRECTION REFRIGERANT FAN POWER MOUNTING DIMENSIONS

SSI-1 PLA-A18BA4 Heat Pump 18000 208V / 1PH - 14.2 9.3 MITSUBISHI 4-WAY CASSETTE R410A CEILING RECESSED

SSI-2 PLA-A18BA4 Cooling Only 18000 208V / 1PH - 14.2 9.3 MITSUBISHI R410A WALL MOUNTED





SSO-1 PUY-A24NHA4 24000 208V / 1PH 18A 30A - - - MITSUBISHI PUY-A24NHA4 R410A 75 W PAD MOUNTED 37-3/8" x 14-3/16" x 37-1/8"

SSO-2 PUZ-A42NHA4 42000 208V / 1PH 26A 40A - - - MITSUBISHI PUZ-A42NHA4 R410A 172 W PAD MOUNTED 37-3/8" x 14-3/16" x 53-1/8"

SSO-3 PUZ-A18NHA4 18000 208V / 1PH 13A 20A - - - MITSUBISHI PUZ-A18NHA4 R410A 40 W PAD MOUNTED 31-1/2" x 12-11/16" x 23-5/8"

PUMP SCHEDULEMARK TYPE MAX FLOW MAX HEAD MOTOR HP % EFF VOLTAGE DESCRIPTION

P-1 INLINE CENTRIFUGAL 30 GPM 3 HP 60 208V / 3PH CONDENSATE PUMP

P-2 INLINE CENTRIFUGAL 30 GPM 3 HP 60 208V / 3PH CONDENSATE PUMP

P-3 BASE MOUNTED CENTRIFUGAL 33 GPM 284 PSI 10 HP 60 460V / 3PH BOILER FEED PUMP

P-4 BASE MOUNTED CENTRIFUGAL 33 GPM 284 PSI 10 HP 60 460V / 3PH BOILER FEED PUMP

P-5 SUMP PUMP 30 GPM 2 HP 60 208V / 3PH CONDENSATE SUMP PUMP

P-6 VACUUM PUMP 534 CFM 24.8 HP 60 460V / 3PH VACUUM PUMP

P-7 INLINE CENTRIFUGAL 30 GPM 3 HP 60 208V / 3PH CONDENSATE TRANSFER PUMP

P-8 INLINE CENTRIFUGAL 30 GPM 3 HP 60 208V / 3PH CONDENSATE TRANSFER PUMP

1. PROVIDE PUMP MOTOR ELECTRICAL DISCONNECTS,2. INSTALL CONCRETE HOUSEKEEPING PAD FOR BASEMOUNTED PUMPS.

GAS UNIT HEATER SCHEDULE

MARK DESCRIPTIONMBH IN / MBH

OUT GAS CONN AIR INLET / OUTLET TUBE LENGTH ELECTRICAL MANUFACTURER MODEL

UH1 INFRARED TUBE HEATER 175 / 140 3/4" 4" MUA & EXHAUST 33' U-TUBE 120V, 1A (RUN) 5A (START) ROBERTS GORDON VANTAGE II CTH2-175





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PRE-CURING ROOM AND CURING ROOM SPACE TEMPERATURE SHALL BE MAINTAINED MINIMUM OF 115 DEGREES F. SEE STEAM PIPINGPLANS FOR STEAM RADIATORS.

PROVIDE PURGE EXHAUST SYSTEM FOR CURING AREA.

PROVIDE VENTILATION AIR SYSTEM FOR PRODUCTION FLOOR.

PROVIDE HEAT EXHAUST SYSTEM FOR PRODUCTION FLOOR.

MOTORIZED DAMPER SHALL OPEN WHEN ASSOCIATED EXHAUST FAN IS RUNNING.

PROVIDE WALL MOUNTED FRAME FOR OUTDOOR CONDENSING UNIT.

INSTALL REFRIGERATION PIPING FROM OUTDOOR UNIT TO ASSOCIATED INDOOR AIR HANDLING UNIT COIL.

INSTALL SUSPENDED GAS FIRED TUBE HEATER AND PIPE EXHAUST DUCT TO EXTERIOR WALL MOUNTED TERMINATION KIT.

KEYED HVAC NOTES

1

2

3

4

5

6

7

8

19181412976

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15

17 20 22

A

B

C

D

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P Q

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11

CONTROL

55

BOILER ROOM

18

BOILER ROOM

18PUMP HOUSE

54

GASMETERING

56

OFFICE

52

AIRCOMPRESSOR

ROOM

51

PRODUCTIONFLOOR

48

MEN

16BREAK ROOM

49

CONTROL ROOM

50

ELECTRICAL ROOM

57SPRINKLER ROOM

58


59

SLURRY TANKROOM

46

PRE-CURING ROOM

45

M4.001

M4.002

SSI-1

EH1EH2

EH6

EF4 CU-2

EF9

EF7

UH5

UH3

EF5

EF6

UH1 UH2

L1

L1

L1

L1

L1

L1

2

1

3

4

46

CD1

CD2

CD3CD4

88

CD5

8

8 8

WOMEN

17

57

8

8

5

60"x60"48"x48"

1

AUTOCLAVESTAGING AREA

47

2

EF2

EF1

CD7 L1

4

36"x36"

UH4

5

5

EG2







(FAX)(304) 624-7831


2/28/2017 8:34:27 AM



ADS


HVAC PLAN ADS 02/28/17030-2968 AMERICA'S BEST BLOCK

KEYSER, WV

HVAC PLANDAC 02/28/17DAC 02/28/17

0' 10' 20' 40' 1/16" = 1'-0"M2.003333 FIRST FLOOR HVAC PLAN

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INSTALL SUSPENDED AIR HANDLING UNIT ABOVE MEZZANINE MINIMUM 8' AFF. INSTALL REFRIGERATION PIPING TO OUTDOORCONDENSING UNIT. INSTALL CONDENSATE PIPING TO DRAIN.

INSTALL VENTILATION AIR DUCTWORK CONNECTION TO EXTERIOR WALL MOUNTED LOUVER.

KEYED HVAC NOTES

1

2

14129 10 13

A

B

C

F-2 5

PRODUCTIONFLOOR

48


36

BALANCE ROOM

37

DRUG STORE ROOM

38

OFFICE

39


ROOM

40


ROOM

41

8"ø SD1

175 CFM

8"ø SD1

175 CFM

8"ø SD1

175 CFM

12"ø RG1

520 CFM8"ø SD1

120 CFM

8"ø SD1

75 CFM

6"ø SD1

100 CFM

8"ø SD1

150 CFM

8"ø SD1

150 CFM

8"ø SD1

150 CFM

12"ø RG1

450 CFM

8"ø SD1

150 CFM

8"ø SD1

150 CFM

8"ø SD1

150 CFM

12"ø RG1

450 CFM

6"ø RG1

120 CFM

8"ø RG1

200 CFM

8"ø RG1

220 CFM

8"ø SD1

110 CFM

8"ø SD1

110 CFM

8"ø RG1

75 CFM

6"ø SD1

100 CFM

12"x12"L1

175 CFM 6

10

"x10

"1

0"x

10

"8

"x1

0"

8"x

10"

16"x10"

10

"x10

"8

"x1

0"

8"x

8"

8"x

8"

8"x

8"

8"x

8"

24"X12"

24"X12"







(FAX)(304) 624-7831


2/28/2017 8:34:28 AM



ADS


HVAC PLAN - MEZZANINE


KEYSER, WV

HVAC PLAN - MEZZANINEDAC 02/28/17DAC 02/28/17

0' 10' 20' 40' 1/8" = 1'-0"M2.011111 MEZZANINE HVAC PLAN

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燃燃燃计计

化化验

19181412976

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10 13 16 211 2 3 4 8

15

17 20 22

A

B

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P Q

RST U

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W X

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11

BOILER ROOM

18

GASMETERING

56

OFFICE

52

AIRCOMPRESSOR

ROOM

51

PRODUCTIONFLOOR

48

MEN

16

BREAK ROOM

49

CONTROL ROOM

50

ELECTRICAL ROOM

57

SPRINKLER ROOM

58


59

SLURRY TANKROOM

46

PRE-CURING ROOM

45

1.3.10

1.3.12

1.3.10 1.3.10 1.3.14

1.3.16

1.4.6 1.4.7 1.4.9

2.3.2

PROCESS WATER FROM HILL

2"ø

PW

2"ø

PW

2"ø PW 2"ø PW 2"ø PW

1"ø PW

1"ø PW

1"ø PW

1"ø PW

1"ø PW2"ø PW

2"ø

PW

2"ø

PW

2"ø

PW

2"ø PW

M4.011

M4.012

LEVEL 2

LEVEL 3

2"ø PW

3

WOMEN

17

J.C.

53

2

1.3.12

INSTALL VACUUM PUMP DISCHARGE PIPING TO DRAIN.

PROVIDE 6.07 TON / HOUR PROCESS WATER USE FOR FLY ASH BLOCK BATCHING. PROVIDE 6.36 TON / HOUR PROCESS WATERUSE FOR SAND BLOCK BATCHING

PROCESS WATER DISCHARGE TO DRAIN.

KEYED HVAC NOTES

1

2

3

14129 10 13 168

A

B

C

E

1

P-6

1"ø

PW

D

5.8







(FAX)(304) 624-7831


2/28/2017 8:34:30 AM



ADS


MECHANICAL PIPING PLAN


KEYSER, WV

MECHANICAL PIPING PLANDAC 02/28/17DAC 02/28/170' 10' 20' 40' 1/16" = 1'-0"M3.001111

FIRST FLOOR MECHANICAL PIPINGPLAN

0' 10' 20' 40' 1/16" = 1'-0"M3.002222MEZZANINE MECHANICAL PIPINGPLAN

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1"COND

2"C

ON

D1"S

TM

1 1/2"STM

2"C

ON

D

1 1/4" STM 1"STM5'-10"

1"C

ON

D2"S

TM

1 1

/2"C

ON

D1 1

/4"S

TM

1"S

TM

2"C

ON

D1 1

/4"C

ON

D1 1

/2"S

TM

1 1

/4"C

ON

D1 1

/2"S

TM

1 1

/4"C

ON

D1 1

/2"S

TM

1"COND1 1/2"STM 1 1/4" STM 1"STM5'-10"

1"COND1 1/2"STM 1 1/4" STM 1"STM5'-10"

1"COND1 1/2"STM 1 1/4" STM 1"STM5'-10"

1 1

/2"C

ON

D1 1

/4"S

TM

1/2"COND

2"C

ON

D

1/2"COND

1/2"COND

1/2"COND

EXTEND TO THE ROOF OF THEPRECURING CURING ROOMEXTEND TO THE ROOF OF THE

PRECURING CURING ROOM

1/2"COND2"STM

1"S

TM

2"C

ON

D

1"S

TM

1"S

TM

5"STM

4"S

TM

12'-6"E

L

3"STM 9'-10"EL

2"S

TM

10'-6"E

L

4"STM

3"COND 10'-0"EL

10'-0"EL

34'-5"EL1 1/4"STM

5" EXHAUST AIR3" SAFETY VALVE EXHAUST

5" STEAM VENT TO ATMOSPHERE

STEAM MUFFLER SDS-II-45/3.9

4"STM 12'-6"EL

6"STM

4"COND 9'-10"

9'-10"

2"COND2"STM TO THE POURING AREA

1/2"COND

1/2"COND

1/2"COND

4"STM 12'-6"EL

4"S

TM

12'-6"E

L

4"STM 12'-6"EL

4"STM 12'-6"EL

2"STM 12'-6"EL

1#2#3#

Z

Z

Z

Z

N

CONNECT CONDENSATE WATER TO THEBOILER ROOM SOFT WATER TANK

19181412976

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15

17 20 22

A

B

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JKL

M

N

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11

BOILER ROOM

18

GASMETERING

56

OFFICE

52

AIRCOMPRESSOR

ROOM

51

PRODUCTIONFLOOR

48

MEN

16

BREAK ROOM

49

CONTROL ROOM

50

ELECTRICAL ROOM

57

SPRINKLER ROOM

58


59

SLURRY TANKROOM

46

PRE-CURING ROOM

45

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

2.8

3.3

3.3

3.3

3.3

6.1

P-5

6

8

7

9

9


47

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

2.2.4

SEE DOMESTIC WATER PLUMBING PLAN FORCONDENSATE PUMP P-5 DISCHARGE TOCONDENSATE POOL.

10

10

10

10

2.2.4

2.2.4

WOMEN

17

11

11

11

11

SEE DETAIL ONM6.02 FOR PUMPSP-3, P-4, P-7, P-8

LAYOUT

PROVIDE DOMESTIC WATER SUPPLY TO BOILER SYSTEM. PROVIDE FEEDWATER HEATER SYSTEM ASREQUIRED. SEE BOILER REQUIREMENTS FOR FEEDWATER TEMPERATURE REQUIREMENTS.

SEE MECHANICAL MEZZANINE PLAN FOR STEAM DISTRIBUTION HEADER PIPING.

SEE CIVIL PLANS FOR CONDENSATE CONTINUATION TO CONDENSATION POOL.

SEE STEAM MANIFOLD DETAIL ON 1/M6.01 FOR ADDITIONAL INFORMATION.

SEE STEAM RADIATOR DETAIL ON 1/M6.00 FOR ADDITIONAL INFORMATION.

BOILER CAPACITY BASED ON 3.26 TON / HOUR WATER USE FOR FLY ASH BLOCK PRODUCTION ASDETERMINED BY ABB. 3.26 TON / HOUR WATER USE FOR SAND BLOCK PRODUCTION AS DETERMINED BY ABB.

INSTALL BOILER VENT PIPING TO EXTERIOR. PROVIDE BOILER MAKEUP AIR SOURCE.

SEE DRAWING M6.02 FOR BOILER ROOM EQUIPMENT DETAILS.

PRE-CURING ROOM AND CURING ROOM SPACE TEMPERATURE SHALL BE MAINTAINED MINIMUM OF 115DEGREES F.

PROVIDE MINIMUM 4" THICK INSULATION AROUND EXTERIOR AUTOCLAVES WITH EXTERIOR WEATHER GUARDAND UV RESISTANT ALUMINUM WRAP.

SEE AUTOCLAVE STEAM CONNECTION DETAIL ON DRAWING M6.00.

KEYED STEAM PIPING NOTES

1

2

3

4

5

6

7

8

9

10

11

19181412976

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A

B

C

D

E

F G

JKL

M

N

P Q

RST U

V

M6.012

11

11

11

11

PRODUCTIONFLOOR

48

PRE-CURING ROOM

45


36

BALANCE ROOM

37

DRUG STORE ROOM

38

OFFICE

39


ROOM

40


ROOM

41







(FAX)(304) 624-7831


2/28/2017 8:34:32 AM



ADS


STEAM PIPING PLAN ADS 02/28/17030-2968 AMERICA'S BEST BLOCK

KEYSER, WV

STEAM PIPING PLANDAC 02/28/17DAC 02/28/170' 10' 20' 40' 1/16" = 1'-0"M3.011111 FIRST FLOOR STEAM PLAN

0' 10' 20' 40' 1/16" = 1'-0"M3.014444 SECOND FLOOR STEAM PLAN

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1/2

"CA

1/2

"CA

1/2"CA

1/2"CA

1/2"CA

1/2" CA

3/8

"CA

3/8

"CA

3/8

"CA

3/8"CA 3/8"CA3/8"CA 3/8"CA

1 1

/2"C

A 1

1'-6

"EL

2 1/2"CA 13'-9"EL3/4"CA 13'-9"EL

3/4

"CA

13

'-9

"EL

2 1/2"CA 13'-9"EL

3/4

"CA

11

'-6

"EL

1"

CA

13'-9

"EL

1"

CA

13'-9

"EL

1" CA 8'-2"EL

1/2

"CA

0'-1

0"E

L

1"C

A 1

3'-9

"EL

1/2

"CA

0'-1

0"E

L

3/4

"CA

11'-6

""E

L

1"CA 11'-6"EL

1/2"CA

1 1

/2"C

A 1

1'-6

"EL

1 1

/2"C

A 1

1'-6

"EL

3/8"CA

3/8"CA

3/8"CA

3/8"CA

19181412976

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10 13 16 211 2 3 4 8

15

17 20 22

A

B

C

D

E

F G

JK

LM

N

P Q

RST U

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W X

Y

CONTROL

55

BOILER ROOM

18

BOILER ROOM

18PUMP HOUSE

54

GASMETERING

56

OFFICE

52

AIRCOMPRESSOR

ROOM

51

PRODUCTIONFLOOR

48

MEN

16

BREAK ROOM

49

CONTROL ROOM

50

ELECTRICAL ROOM

57

SPRINKLER ROOM

58


59

SLURRY TANKROOM

46

PRE-CURING ROOM

45

1.2.5

1.3.2

1.3.7

2.2.3

2.3

2.9

3.18

5.6

M4.013

M4.014

2

1

LEVEL 2

LEVEL 3

M4.015

LEVEL 4

AC1

WOMEN

17

SEE HVAC PLANS FOR AIR COMPRESSOR ROOM VENTILATION EQUIPMENT.

SEE AIR COMPRESSOR EQUIPMENT PIPING DETAIL ON 1/P6.00.

KEYED HVAC NOTES

1

2







(FAX)(304) 624-7831


2/28/2017 8:34:33 AM



ADS


COMPRESSED AIR PLAN


KEYSER, WV

COMPRESSED AIR PLANDAC 02/28/17DAC 02/28/170' 10' 20' 40' 1/16" = 1'-0"M3.021111

FIRST FLOOR COMPRESSED AIRPLAN

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19'-8"

13'-1"

11'-6"

-4'-1"

-4'-5"

11'-6"

13'-1"

14'-9"

15'-9"

11'-9"

29'-6" 29'-6"

32'-10"

32'-10"

32'-10" 13'-1"

13'-1"13'-1"

0'-8"

0'-8"

13'-1"

11'-6" 0'-8" 0'-8"

13'-1"

19'-8"

-1'-0"

11_4"SL+23'-0"

11_4"SL+12'-6"

11_4 "S

L+

12'-6

"

11_4"SL+12'-6"

11 _ 4"S

L+

23'-0"

11_4 "S

L+

12'-6

"

1 1_4"SL+26'-3"

19181412976

5

10 13 16 211 2 3 4 8

15

17 20 22

A

B

C

D

E

F G

JKL

M

N

P Q

RST U

V

W X

Y

11

M3.032

M3.033

M3.034

4"S

L

4"SL

6"SL 6"SL 6"SL 6"SL

4"SL

4"S

L4

"SL

4"S

L

4"S

L4

"SL4

"SL

4"S

L

4"S

L

6"SL

N

P

RS

N

P

RS







(FAX)(304) 624-7831


2/28/2017 8:34:37 AM



ADS


SLURRY & ALUMINUM PIPING PLAN


KEYSER, WV

SLURRY & ALUMINUM PIPING PLANDAC 02/28/17DAC 02/28/17

0' 10' 20' 40' 1/16" = 1'-0"M3.031111FIRST FLOOR SLURRY & ALUMINUMPIPING PLAN

0' 10' 20' 40' 1/8" = 1'-0"M3.032222SLURRY & ALUMINUM PIPING PLAN -LEVEL 2



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PROVIDE HEAT EXHAUST AND MAKEUP AIR SYSTEM FOR AIR COMPRESSOR ROOM.

PROVIDE BOILER MAKEUP AIR AND EXHAUST VENT PIPING TO EXTERIOR. BOILER VENT PIPING PROVIDED BY BOILERMANUFACTURER.

PROVIDE CONCRETE PAD FOR OUTDOOR PAD MOUNTED CONDENSING UNITS.

MOTORIZED VENTILATION AIR DAMPER SHALL OPEN WHEN ASSOCIATED EXHAUST FAN IS RUNNING.

INSTALL WALL MOUNTED FURNACE MIN 8' AFF WERE INDICATED.

INSTALL UNIT HEATER COMBUSTION VENT PIPING TO EXTERIOR WALL MOUNTED EXHAUST LOUVER.

KEYED HVAC NOTES

1

2

3

4

5

6

2120 22

D

E

G

J

M

PQ

CONTROL

55

BOILER ROOM

18

PUMP HOUSE

54

GASMETERING

56

OFFICE

52

AIRCOMPRESSOR

ROOM

51

EH3

EH5

SSI-3

SSI-2

SSI-5

SSI-4

B1

2

BOILER ROOM

18

EH4

CD6

L1

4

36"x36"

4

1

EF8

EF3

SSO-2

SSO-3

SSI-6

L1

CD8

AC-1

1

3

3

14 16

15

17

V

W

X

MEN

16

BREAK ROOM

49

WOMEN

17

J.C.

53

F-1

EF11EF12

5

3 L2L2

8"ø

8"ø

8"ø SD2

150 CFM

8"ø SD2

150 CFM

8"ø SD1

230 CFM

8"ø SD1

230 CFM

16"ø

RG2

8"ø SD1

230 CFM

EF10

4"ø

L2

SSO-1

3

CU-1

8"x8"18"x10"

10

"x10

"

8"







(FAX)(304) 624-7831


2/28/2017 8:34:38 AM


1/4" = 1'-0"02/28/2017

ADS


ENLARGED MECHANICAL PLANS


KEYSER, WV

ENLARGED MECHANICAL PLANSDAC 02/28/17DAC 02/28/17

0' 2'-6" 5' 10' 1/4" = 1'-0"M4.001111ENLARGED BOILER ROOMHVAC PLAN

0' 2'-6" 5' 10' 1/4" = 1'-0"M4.002222ENLARGED BREAK ROOMHVAC PLAN

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1 1_4"SL+26'-3"

1 1_4"SL+26'-3"

2"ø PW 2"ø PW 2"ø PW

2"ø PW

3/8"ø CA 3/8"ø CA

1"ø CA

3/8"ø CA

3/8"ø CA

3/8"ø CA

2.1.10 2.1.10

2.1.12 2.1.13

2.1.14

1"ø CA

3/8"ø CA

3/8"ø CA

3/8"ø CA

3/8"ø CA

3/8"ø CA3/8"ø CA

2.1.7

2.1.6

2.1.9

2.1.17 2.1.17

1"ø CA

1/2"ø CA1/2"ø CA

1/2"ø CA

1/2"ø CA

1.1.8 1.1.8

1.1.8 1.1.8

2.1.1

2.1.2

2.1.3

2.1.4







(FAX)(304) 624-7831


2/28/2017 8:34:43 AM


1/8" = 1'-0"02/28/2017

ADS


ENLARGED MECHANICAL PLANS


KEYSER, WV

ENLARGED MECHANICAL PLANSDAC 02/28/17DAC 02/28/17

0' 5' 10' 20' 1/8" = 1'-0"M4.011111FIRST FLOOR MECHANICAL PIPINGPLAN - PLATFORM LEVEL 2

0' 5' 10' 20' 1/8" = 1'-0"M4.012222FIRST FLOOR MECHANICAL PIPINGPLAN - PLATFORM LEVEL 3

0' 5' 10' 20' 1/8" = 1'-0"M4.013333FIRST FLOOR COMPRESSED AIRPIPING PLAN - PLATFORM LEVEL 2



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VACUUM BREAKER (NOTE:REMOVE IF SAT.PRESSURE IS BELOWATMOSPHERIC PRESSURE.)

UNION OR FLANGE(AS REQUIRED TYP.)

BYPASS LINE

ECCENTRICREDUCER

STEAM COILCONTROLVALVE

STEAMSUPPLY

GLOBEVALVE

6" MINIMUM

FULL SIZECOIL TAPPING

CAP FOR PIPE 2" &SMALLER. BLINDFLANGE FOR PIPE2-1/2" & LARGER.

CONDENSATERETURN

GATE VALVE (TYP.)

CHECK VALVE

FLOAT & THERMOSTATIC TRAP(TWICE COIL CAPACITY)

Y-STRAINER W/ BLOW-OFF VALVE

__" VENT LINEUP THRU ROOF

SAFETY VALVEDISCHARGE ELBOW

PRESSUREGAUGEW/ GAGECOCK

__" REDUCEDPRESSURESTEAM SUPPLY

10 PIPE DIA'SMINIMUM

__ PSIG ASMESAFETY RELIEFVALVE

UNION OR FLANGEAS REQUIRED

FULL SIZEBYPASS LINE

__" STEAMSUPPLY

Y-STRAINERW/ BLOW-OFF

VALVE

GATE VALVE

6" MINIMUM

CAP FOR PIPE2-1/2" & LESS.

BLIND FLANGEFOR PIPE 3" &

LARGER.FLOAT & THERMOSTATIC TRAP__ LBS/HOUR

PRESSURE SENSINGLINE SLOPE DOWN

TO GAUGE

PRESSUREREDUCINGVALVE

ECCENTRICREDUCER (TYP.)

CHECK VALVEX/X" COND.RETURN

STEAM MAIN

DRIP LEG TO BESTEAM MAIN SIZE

12" MIN

3" MIN

CAP

DRAINVALVE

BUCKET TRAP

CONDENSATERETURN MAIN

LEGEND

UNION

CHECK VALVE

GATE VALVE

STRAINER

LOCATE SHUT-OFF VALVES AS CLOSE TO STEAM& CONDENSATE MAINS AS POSSIBLE.

PIPING SIZE TO BE SIZE OF STEAM TRAP INLET.

CONDENSATE RETURN LINE TO ENTER TOP OFMAIN.

1.

2.

3.

NOTES:

45 DEG45°

1" MIN. ON TOPAND BOTTOM

EQUAL TO REQ'DBRANCH DUCTDIMENSIONS

PROVIDE MANUALVOLUME DAMPER

MAIN DUCT

SEAL ALL AROUND

EQUAL TO REQ'DBRANCH DUCT

DIA.

PROVIDE MANUALVOLUME DAMPER

1" MIN. ON TOPAND BOTTOM

MAIN DUCT

SUPPLYAIRFLOW

SEAL ALLAROUND

1/4" BRANCH DUCTWIDTH, BUT MIN. 4"

P

MAKE BRANCH CONNECTIONAT TOP OF MAIN

COMPRESSED AIR MAIN

SUPPORT AS REQUIRED

STRAINER

PRV

PRESSURE GAUGE

LUBRICATOR

FEMALE QUICK-CONNECTHOSE COUPLING

BALL VALVE (OR GATE VALVE)

1/2" BALL VALVE, FULLPORT,QUARTER TURN (TYP.)

FLOOR

4'-0"

1. USE ROUNDED ELBOWS WHERE POSSIBLE. IF SPACE DOES NOT PERMIT ROUNDED ELBOWS, USEMITERED ELBOWS WITH TURNING VANES.

2. INSULATE ELBOWS TO MATCH CONNECTING DUCTWORK

TURING VANES

LAY-IN SUPPLY OR RETURNW/ ROUND NECK

SUPPLYDUCT

TIE OFF TO STRUCTURE PER SMANCACONSTRUCTION STANDARDS

METALBANDSUPPORT

45 DEGREE TAKEOFFW/ MANUAL DAMPER

2" FIBERGLASSINSULATIONW/FSK WRAP

BALANCEDAMPER

NYLON DRAW BAND

FLEX DUCTMAX LENGTH6'-0"

2" FIBERGLASSINSULATION

W/FSK WRAP

NON-RATED CEILING ASSEMBLY

FOR SUPPLY OR RETURN GRILLE INSTALLED IN NON-RATED CEILING PENETRATION

D57-4000-61-1/2" 1-1/2" 1-1/4" 1-1/4"

1"1"1"1"1"

3/4" 3/4" 3/4" 3/4" 3/4"

3/4" 3/4" 1" 1"

INLET STEAM PIPE

CONDENSED WATER PIPE

2"

M

CONDENSATE SUMP PUMP

STEAM CONDENSATE TOAUTOCLAVE CONDENSATE WATERPOOL (SEE CIVIL DRAWINGS)

AUTOCLAVE

BALL VALVE

STEAM TRAP ELECTRIC BALL VALVE

FILTER

STEAM CONDENSATEMAIN FROM OTHERAUTOCLAVES

2"2"

2"

4"

2"

AIR COMPRESSOR

AIR COOLEDFREEZE DRYER

AIR STORAGE TANK

COMPRESSED AIRTO EQUIPMENT

BALANCING VALVE ONPUMP DISCHARGE

CAP FOR PIPE 2-1/2" ORLESS. BLIND FLANGE FOR

PIPE 3" & LARGER

WATER LEVELGAUGE GLASS

CAST-IRON OR STEELRECEIVER W/INLET STRAINER

W/REMOVABLE SCREEN

6" CONCRETE PAD

CONDENSATERETURN LINE

X/X" OVERFLOW LINETO FLOOR DRAIN

TO DISTRIBUTIONSYSTEM

BALANCINGVALVE

GATE VALVE

CHECK VALVE

PRESSURE GAUGEWITH GAUGECOCK

REDUCER (IF REQ'D)

THREADED OR FLANGEDCONNECTION AS REQ'D

CONDENSATE PUMP

X" VENT LINE UPTHROUGH ROOF

CONDENSATERETURN LINE

CONDENSATERETURN HEADER

GATE VALVE

UNION (UP TO 2-1/2")FLANGE (3" & OVER)

INTEGRAL FLOAT

3/4" GATE VALVE W/HOSE COUPLING

X/X" OVERFLOW LINETO FLOOR DRAIN

CONTROL CABINET

FLOAT SWITCH







(FAX)(304) 624-7831


2/28/2017 8:34:44 AM


1/8" = 1'-0"02/28/2017

ADS


MECHANICAL DETAILS


KEYSER, WV

MECHANICAL DETAILSDAC 02/28/17DAC 02/28/17

M6.005555 STEAM COIL PIPING DETAIL

M6.008888 STEAM PRESSURE REDUCING STATION DETAIL

M6.002222 STEAM TRAP INSTALLATION DETAIL

M6.006666 TYPICAL BRANCH TAKEOFF DETAIL

M6.0011111111 TYPICAL COMPRESSED AIR TOOL STATION DETAIL

M6.009999 TYPICAL SMOOTH & MITRED ELBOW DETAIL

M6.003333 LAY IN SUPPLY AIR DIFFUSER DETAILM6.001111 STEAM COIL PIPING DETAIL

M6.004444 AUTOCLAVE CONDENSATE DETAIL

M6.0010101010 COMPRESSED AIR EQUIPMENT DETAIL

0' 10' 20' 40' 1/8" = 1'-0"M6.007777CONDENSATE RECIEVER AND PUMPDETAIL

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2"STM

1"S

TM

1"S

TM

1"S

TM

1#2#3#

5" EXHAUST AIR

3'-0"

4'-0"

1'-4"

4

1

7

6

0'-10" 1'-2" 1'-4" 1'-4" 1'-4"1'-2" 1'-2" 1'-2"

1" X3

4-1

/4"

X3

4"

4"

4"

4"

2"

5"

3"

4"

3"

2

7

1'-4" 1'-4" 1'-4" 1'-4"1'-5"

1" X3

4-1

/4"

X3

4"

4"

4"

4"

5"

5" EXCESS STEAM DISCHARGED INTOATMOSPHERE WITH STEAM MUFFLER

5" EXHAUST AIR

7

5

3

1" X3

4-1

/4"

X3

1'-4" 1'-4" 1'-4" 1'-4"1'-5"

4"

4"

4"

4"

5"

A1 B1 C1 D1 E1 F1 G1 H1 I1

J1

K1

M2 E2 F2 G2 H2 I2

J2

K2

J3

K3

M3 E3 F3 G3 H3 I3

0'-10" 1'-2" 1'-4" 1'-4" 1'-4"1'-2" 1'-2" 1'-2" 1'-4" 1'-0" 0'-8" 0'-6" 1'-4" 1'-4" 1'-4" 1'-4" 1'-0" 0'-8" 0'-6"1'-4"0'-10" 1'-4" 1'-4" 1'-4" 1'-4" 1'-0" 0'-8" 0'-6"1'-4"0'-10"

9'-8"9'-8"13'-0"

0'-8"

0'-8"

1'-4 3

/4"

0'-8"

0'-8"

1'-4 3

/4"

0'-8"

0'-8"

1'-4 3

/4"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

0'-4"

0'-3"

0'-5"

0'-2"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-1/2

"

0'-1"

0'-4" 0'-1"

0'-4" 0'-1"

0'-4"

0'-5"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-1/2

"

0'-5"

0'-4"

0'-4"

0'-4"

0'-4"

0'-4"

0'-1/2

"

MAIN EQUIPMENT TABLE

ITEM

8

1

2

3

4

5

6

7

8

PARAMETERS COMMENTS

CYLINDER 1

CYLINDER 2

CYLINDER 3

PRESSURE RELIEF VALVE

VACUUM PUMP

SAFETY VALVE

STEAM TRAP

STEAM EXHAUST MUFFLER

1'-2"; L=13'-0"; 188.5 PSI

1'-2"; L=9'-8"

1'-2"; L=9'-8"

Y43H-16, 3"; INLET=188.5 PSI, OUTLET=87 PSI

SK-12

A47H-16, 3"

CS19H-16, 1"

SDS-II-45/3.9, 5"

CONVEYING IN AUTOCLAVE 188.5PSI STEAM

USED FOR ADJUSTING THE STEAMAND EXHAUSTING THE STEAM

VACUUM PUMPING IN AUTOCLAVE

VACUUM PUMPING IN AUTOCLAVE

-

-

-

-

A1

B1

C1

D1

E1

F1

G1

H1

I1

J1

K1

ITEM SPECIFICATIONS ITEM SPECIFICATIONS ITEM SPECIFICATIONS

E2

F2

G2

H2

I2

J2

K2

M2

E3

F3

G3

H3

I3

J3

K3

M3

SUB CYLINDER INTERFACE TABLE

SAFETY VALVE INTERFACE

CONNECT WITH PRECURING ROOM AND BATCHING PLANT

LEAD OUT STEAM FROM THE BOILER ROOM

CONNECTED TO THE AUTOCLAVE SEALING

CONNECTED TO THE AUTOCLAVE




RESERVED INTERFACE

RESERVED INTERFACE

RESERVED INTERFACE

AUTOCLAVE STEAM GUIDING




AUTOCLAVE EXHAUST STEAM

RESERVED INTERFACE

DRAIN PIPE

SEWAGE PIPE

AUTOCLAVE VACUUM PUMPING




RESERVED INTERFACE

DRAIN PIPE

SEWAGE PIPE

CONNECTED TO VACUUM PUMP

362.6 PSI, 4"

362.6 PSI, 3"

362.6 PSI, 5"

362.6 PSI, 2"

362.6 PSI, 4"

362.6 PSI, 4"

362.6 PSI, 4"

362.6 PSI, 4"

362.6 PSI, 4"

362.6 PSI, 4"

362.6 PSI, 4"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 1"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 5"

362.6 PSI, 1"

362.6 PSI, 5"

1. CYLINDER RATED PRESSURE IS 362.6 PSI (2.5MPa); 232.1 PSI (1.6 MPa)2. CYLINDER FLANGE FOR WELDING STEEL FLANGES, THE NOMINAL DIAMETER IS THE SAME AS THE TUBE.

P-6

5.8

5.7 5.7 5.7







(FAX)(304) 624-7831


2/28/2017 8:34:45 AM


1/8" = 1'-0"02/28/2017

ADS


MECHANICAL DETAILS


KEYSER, WV


M6.011111 STEAM DISTRIBUTION MANIFOLD DETAIL

0' 10' 20' 40' 1/8" = 1'-0"M6.012222 MEZZANINE STEAM PIPING PLAN

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ASME FEEDWATERDEAERATOR

(SEE SEPARATE DETAIL ONTHIS SHEET)

LPS FROM PRV STATIONSEE STEAM PIPINGDIAGRAM

GRAVITY FLOW TOCONDENSATE STORAGETANK

EMERGENCY FILL

HPR FROM STEAMLINE DRIP TRAPS

LPR FROM STEAMLINE DRIP TRAPS

NORMAL MAKEUPWATER SUPPLY

EMERGENCY MAKEUPWATER SUPPLY

FROM DISTRIBUTIONSYSTEM

TANK BYPASS

ASME CONDENSATE STORAGETANK (SEE SEPARATE DETAIL

ON THIS SHEET)

EMERGENCY MAKEUPWATER SUPPLY

REDUNDANT CONDENSATETRANSFER PUMPS

ASME BOILER(SEE SEPARATE DETAIL ON

THIS SHEET)

FEEDWATERPUMP #1

FEEDWATERPUMP #1

GRAVITY FLOW

VT

R

CONDENSATE RETURN

OVERFLOW LINE

CW

FIRE HOSECONNECTION

P

P

TO DRAIN

TO DRAIN

ASME CONDENSATESTORAGE TANK

EMERGENCY MAKE UPWATER SUPPLY

NORMAL MAKE UPWATER SUPPLY

FROM DISTRIBUTIONSYSTEMS

FROM DISTRIBUTIONSYSTEMS

TANK BYPASS

EMERGENCY MAKE UPTANK BYPASS

STRAINER

FLEX CONNECTION

CONDENSATETRANSFERPUMP #1

CONDENSATETRANSFERPUMP #2

RECIRCULATIONORIFICE

TO FEEDWATERDEAERATOR

HIGH LEVELALARM

LOW LEVELALARM

WATER LEVELTRANSMITTER

4”

MIN

TH

RO

UG

H R

OO

F

LP

R F

RO

M S

TE

AM

TR

AP

S

HP

R F

RO

M S

TE

AM

TR

AP

S

OFL PIPE IN TANKINLET 12” FROMBOTTOM OF TANK

GAGE GLASS

TO DRAIN

RETURN LINE

CONTROLLER

2” DRAIN

T

T

T

M

T

M

M

M

TO DRAIN

PROVIDE ELEVATED TANK FLOORSUPPORT FRAMING AND

HOUSEKEEPING PAD.

EMERGENCY MAKEUP WATER

NORMAL MAKEUP WATER

HIGH PRESSURE STEAM RETURN

LPS FROM PRV STATION

FROM BOILERFEEDWATER PUMPS

VALVE LOCKED OPEN

OFL PIPE IN TANK-INLET 6” BELOWLOW LEVEL ALARM SET POINT

ASME FEEDWATER DEAERATORAND STORAGE TANK

OFL CONTROL SWITCH

HIGH LEVEL ALARM

GAGE GLASS

LOW LEVEL ALARMWATER LEVELTRANSMITTER

TO SAMPLECOOLER

TO BOILERFEED PUMPS

FROM CHEMICALPUMP

TO FLOORDRAIN

CONTROLLER

TANK WATER LEVELTRANSMITTER

OFL CONTROLLER

OFL CONTROLSWITCH

T

T

TO DRAIN

PROVIDE TANKSUPPORT FRAMING

AND HOUSEKEEPINGPAD

STACK VENT

FROM FEEDWATERPUMPS

ASMEBOILER 3/4" FROM CHEMICAL FEEDER

TO SAMPLECOOLER

TO BD TANK

BD BD

3/4

”

BOILER WATER LEVELTRANSMITTER

BOILER STEAM FLOWTRANSMITTER

BOILER FEEDWATERPRESSURE TRANSMITTER

CONTROLLER

T

M







(FAX)(304) 624-7831


2/28/2017 8:34:46 AM


1/8" = 1'-0"02/28/2017

ADS


MECHANICAL DETAILS


KEYSER, WV


M6.021111 STEAM BOILER BASIC FLOW DIAGRAM M6.022222STEAM BOILER CONDENSATE STORAGE AND TRANSFERFLOW DIAGRAM

M6.023333 STEAM BOILER FEEDWATER DEAERATOR FLOW DIAGRAM M6.024444 STEAM BOILER FLOW DIAGRAM

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6"

6"

4"

4"

6"

6"

4"

4"

4"4"

4"4"

6"

4"

6"

4"

6"

4"

15'-9"

-4'-5"

-1'-0"

-4'-1"

13'-2"

11'-6"

11'-6"

13'-2"

14'-9"

19'-8"

19'-8"

29'-6"

15'-9"

11'-6"

13'-2"

32'-10"

13'-2"

15'-9"

14'-9"

15'-9"

13'-2"

SYMBOL DESCRIPTION

PIPING

SLURRY PUMP

MANUALBUTTERFLY VALVE

PNEUMATICBUTTERFLY VALVE

THE INSTALLATION OF PIPING SHOULD CONFORM THEREGULATION OF "CODE FOR CONSTRUCTION OF INDUSTRIALMETALLIC PIPING ENGINEERING" (GB50235-97).

THE MATERIALS OF PIPES: "SEAMLESS STEEL TUBES FORLIQUID SERVICE"

THE FLANGES: USE WELDING PLATE FLANGE Pg=1.0 MPa (145PSI).

THE TYPE OF MANUAL BUTTERFLY VALVE: D43H-10.THE TYPE OF PNEUMATIC BUTTERFLY VALVE: D643H-10.

THE CONNECTIONS OF FLANGES SHOULD USE ASBESTOS-PACKING GASKET TO KEEP SEALING.

THE DIRECTION AND ELEVATION OF PIPING COULD BEADJUSTED BY THE SITUATION OF INSTALLATION ON SITE.

THE BRACKETS OF PIPING WILL BE MADE ON SITE.

THE PIPING SHOULD BE DERUSTED AND FINISHED WITHCORROSION RESISTANT PAINT.

INSTALLATION REQUIREMENTS

1.

2.

3.

4.

5.

6.

7.

8.

11'-6"

OV

ER

FLO

W P

IPE

DOSINGSCALE

32'-10"

INTERIMSLURRY POOL

INTERIMSLURRY POOL

INTERIMSLURRY POOL

INTERIMSLURRY POOL

SLURRY OUTLET

OVERFLOW PIPE

SLURRY TANK

SLURRY TANK

WASTESLURRY TANK

ALUMINUM

VENT TO ATMOSPHERE

ALUMINUM SLURRY BATCHER

MAIN MIXER

SCREW PUMP 1

304 STAINLESS STEEL(1-1/2" DIA, 0.1" WALL THICKNESS)

ALUMINUM MIXER 1

SCREW PUMP 2

ALUMINUM MIXER 2

ALUMINUM

VENT TO ATMOSPHERE

ALUMINUM SLURRY MIXER

ALUMINUMSLURRY PIPING

MANUALBUTTERFLY VALVE

PNEUMATICBUTTERFLY VALVE

SYMBOL DESCRIPTION

WATERFLOW METER

AIROUTLET PIPE

WATER PIPE

ALL THE ALUMINUM SLURRY PIPES USE 304 STAINLESS STEEL TUBE.

WATER PIPE PLEASE REFER TO THE WATER PIPING LINE SYSTEM

SINGLE-SCREW PUMP TYPE: EH164; SPEED: 510 RPM; FLOW: 2.0 M/H(6.56 FT/H); PRESSURE: 0.2 MPa (29 PSI); MOTOR: YCJ71 (0.55 KW)

INSTALLATION REQUIREMENTS

1.

2.

3.


304 S

TA

INLE

SS

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" D

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304 S

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SS

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304 STAINLESS STEEL(3" DIA, 0.12" WALL THICKNESS)

304 STAINLESS STEEL(3" DIA, 0.12" WALL THICKNESS)

304 STAINLESS STEEL

(3" DIA, 0.12" W

ALL

THIC

KNESS)







(FAX)(304) 624-7831


2/28/2017 8:34:46 AM


1/8" = 1'-0"02/28/2017

ADS


MECHANICAL DETAILS


KEYSER, WV


M6.031111 SLURRY PIPING ISOMETRIC DETAIL M6.032222 ALUMINUM PIPING DETAIL

V

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SIONAL EN

18938

STATE OF

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PROF

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.

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Keyser Block Factory HVAC Zoning

AIR COMPRESSOR ROOM(HEATING ONLY)

BOILER ROOM (HEATING ONLY)

CURING ROOM (HEATING ONLY)

ELECTRICAL ROOM (HEATINGONLY)

FLY ASH SLURRY POOL(HEATING ONLY)

MEZZANINE

MULTIZONE DUCTLESS AIRCONDITIONING UNITS

OFFICE (HEATING & COOLING)

PRE-CURING ROOM(HEATING ONLY)

PRODUCTION FLOOR(HEATING ONLY)

RESTROOMS (HEATING &COOLING)

SLURRY TANK ROOM(HEATING ONLY)

SPRINKLER ROOM(HEATING ONLY)

CONTROL

55

BOILER ROOM

18

BOILER ROOM

18

PUMP HOUSE

54

GASMETERING

56

OFFICE

52

AIRCOMPRESSOR

ROOM

51

MEN

16

BREAK ROOM

49

PRODUCTIONFLOOR

48

CONTROL ROOM

50

ELECTRICAL ROOM

57

SPRINKLER ROOM

58


59

SLURRY TANKROOM

46

PRE-CURING ROOM

45


47

PRODUCTIONFLOOR (HEATING

ONLY)

PRE-CURINGROOM (HEATING

ONLY)

CURING ROOM(HEATING ONLY)

BOILER ROOM(HEATING ONLY)

OFFICE (HEATING& COOLING)

RESTROOMS(HEATING &COOLING)

SLURRY TANKROOM (HEATING

ONLY)

FLY ASH SLURRYPOOL (HEATING

ONLY)

ELECTRICALROOM (HEATING

ONLY)

SPRINKLER ROOM(HEATING ONLY)

OFFICE (HEATING& COOLING)

AIR COMPRESSORROOM (HEATING

ONLY)

2

1

1

MAINTAIN MINIMUM 115 DEGREES F IN CURING ROOM AND PRECURING ROOM.

MAINTAIN MINIMUM 50 DEGREES F IN PRODUCTION FLOOR.

KEYED HVAC NOTES

1

2

MEZZANINE







(FAX)(304) 624-7831


2/28/2017 8:34:48 AM



ADS


HVAC ZONING PLAN ADS 02/28/17030-2968 AMERICA'S BEST BLOCK

KEYSER, WV

HVAC ZONING PLANDAC 02/28/17DAC 02/28/17

0' 10' 20' 40' 1/16" = 1'-0"M7.013333 FIRST FLOOR HVAC ZONING PLAN

0' 10' 20' 40' 1/16" = 1'-0"M7.011111 MEZZANINE HVAC ZONING PLAN

RY

M CHNC

R

EGIS TERE

D

ST

V I R GI

SIONAL EN

13460

STATE OF

AI

N

WE R

EE

NIG

PROF

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. A

ELECTRICAL SYMBOL LEGEND

DESCRIPTIONSYMBOL

UNSWITCHED PHASE CONDUCTOR TOWARDS HOME RUN TO DISTINQUISH LIGHTING CONTROL

WIRING AND RACEWAY CONCEALED UNDER FLOOR OR UNDERGROUND

WIRING AND RACEWAY CONCEALED IN WALLS AND/OR ABOVE CEILING, UNLESS NOTEDOTHERWISE

3

4

OS

D

M

a

F

A-2 HOMERUN; TEXT INDICATES PANEL DESIGNATION AND CIRCUIT NUMBER

JUNCTION BOX PER N.E.C.

SINGLE POLE SWITCH; 20A, 120/277V, MOUNTED 48" O.C. A.F.F.

THREE-WAY SWITCH; 20A, 120/277V, MOUNTED 48" O.C. A.F.F.

FOUR-WAY SWITCH; 20A, 120/277V, MOUNTED 48" O.C. A.F.F.

DIMMER SWITCH; LOW VOLTAGE; 0-10V DIMMING, MOUNTED AT 48" O.C. A.F.F.

INDICATES CONDUIT TURNED UP TO FLOOR ABOVE

MANUAL MOTOR STARTER SWITCH; 20A, 1 HP, 120/277V, MOUNT AT 48" O.C. A.F.F.

OCCUPANCY SENSOR WALL SWITCH; MANUAL ON, AUTO OFF, DUAL TECH. WITH 30 MIN. MAX.TIME DELAY, LOW VOLTAGE, MOUNTED 48" O.C. A.F.F.

INDICATES CONDUIT TURNED DOWN TO FLOOR BELOW

INDICATES CONDUIT STUBBED INTO SPACE; PROVIDE CONDUIT BUSHING

LIGHT SWITCH; LOWER CASE LETTER DENOTES LIGHT FIXTURE BEING CONTROLLED

J

FAN CONTROL SWITCH; 120/277V, MOUNT AT 48" O.C. A.F.F.

DP

DS

SINGLE POLE SWITCH; 20A, 120/277V, MOUNTED 44" O.C. A.F.F.; FOR CONTROL OF DISPOSAL

DIMMING CONTROL STATION; LOW VOLTAGE; 0-10V DIMMING, MOUNTED AT 48" O.C. A.F.F.

LIGHT FIXTURE CONNECTED TO UNSWITCHED LIGHTING CIRCUIT AND USED AS A NIGHT LIGHTNL

OCCUPANCY SENSOR; MANUAL ON, AUTO OFF, DUAL TECHNOLOGY, LOW VOLTAGE, 30 MIN.MAX. TIME DELAY, CEILING MOUNT

LIGHTING CONTACTOR; 12-POLE, 480 VOLT, ELECTRICALLY HELD, 120 VOLT COIL, 20 AMPRATED CONTACTS, NEMA 1 ENCLOSURE

OS

LC

F

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 18" O.C. A.F.F. OR AS NOTED

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 44" O.C. A.F.F.C

INDICATES ELECTRICAL CONNECTION BY ELECTRICAL CONTRACTOR TO EQUIPMENTPROVIDED AND INSTALLED BY OTHERS.

SAFETY DISCONNECT SWITCH; SEE DISCONNECT SCHEDULE FOR RATINGSA

SURFACE MOUNTED DISTRIBUTION PANEL; SEE RESPECTIVE PANEL SCHEDULE

FLUSH MOUNTED DISTRIBUTION PANEL; SEE RESPECTIVE PANEL SCHEDULE

VOICE/DATA OUTLET; MOUNTED 18" O.C. A.F.F. OR AS NOTED; 1-GANG BOX WITH 3/4" EMT TOACCESSIBLE AREA ABOVE CEILING

TELEVISION OUTLET; MOUNTED 72" O.C. A.F.F. OR AS NOTED; 1-GANG BOX WITH 3/4" EMT TOACCESSIBLE AREA ABOVE CEILING

FIRE ALARM CONTROL PANEL

FIRE ALARM MANUAL PULL STATION; MOUNTED 48" O.C. A.F.F.

FIRE ALARM STROBE; MOUNTED 80" O.C. A.F.F.

FIRE ALARM HORN & STROBE; MOUNTED 80" O.C. A.F.F.

SMOKE DETECTOR; CEILING MOUNTED

FIRE ALARM HORN & STROBE; WEATHERPROOF; MOUNTED 80" O.C. A.F.F.

SPRINKLER FLOW SWITCH; PROVIDED BY PC AND WIRED TO FIRE ALARM SYSTEM BY EC

SPRINKLER TAMPER SWITCH; PROVIDED BY PC AND WIRED TO FIRE ALARM SYSTEM BY EC

W

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED ON CEILINGCL

DUCT MOUNTED SMOKE DETECTOR; FURNISHED BY EC AND INSTALLED BY MC.

FIRE ALARM ANNUNCIATOR PANEL.

HEAT DETECTOR; CEILING MOUNTED

SMOKE DETECTOR; CEILING MOUNTED; FOR ELEVATOR RECALLEL

D

PHOTOELECTRIC CONTROLLER; 20 AMP, 120 VOLT, NEMA 1 ENCLOSURE; MOUNT 10'-0" A.F.F.

SPRINKLER POST INDICATOR VALVE; PROVIDED BY PC AND WIRED TO FIRE ALARM SYSTEM BYEC.

ENCLOSED CIRCUIT BREAKER; 208V, 100AM 3-POLE, SHUNT TRIP, NEMA 1ENCLOSURE; PROVIDE AUXILIARY CONTACTS REQUIRED FOR ELEVATOR CONTROL

VOICE/DATA OUTLET IN SINGLE COVER PLATE; 44" A.F.F. OR AS NOTED; 1-GANG BOX WITH 3/4"EMT TO ACCESSIBLE AREA ABOVE CEILING

C

PC

CB

TV

FACP

FAAP

F

S

FS

TS

PIV

S

S

S

S

S

H

FLOOR BOX WITH (1) DUPLEX RECEPTACLE AND (4) RJ45 DATA JACKS

VOICE/DATA OUTLET IN SINGLE COVER PLATE; 60" A.F.F. OR AS NOTED; 1-GANG BOX WITH 3/4"EMT TO ACCESSIBLE AREA ABOVE CEILING

W

CR

RM

MM

DH MAGNETIC DOOR HOLDER; MOUNTED 84" A.F.F.

ADDRESSABLE FIRE ALARM MONITORING MODULE; COORDINATE MOUNTING WITH EQUIPMENT

CARD READER; MOUNTED 48" O.C. A.F.F.; 1-GANG BOX WITH 3/4" EMT TO ACCESSIBLE AREAABOVE GRID CEILING

ADDRESSABLE FIRE ALARM RELAY MODULE; COORDINATE MOUNTING WITH EQUIPMENT

POWER POLE WITH POWER AND DATA WHIP CONNECTIONSP

NOTE: ALL SYMBOLS MAY NOT BE REPRESENTED ON PLANS.

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 18" O.C. A.F.F. OR AS NOTED; GFCI; NON FEEDTHRU

G

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 18" O.C. A.F.F. OR AS NOTED; GFCI; NON FEEDTHRU; WEATHERPROOF COVER.

W

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 44" O.C. A.F.F.; GFCI; NON FEED THRUGC

RECEPTACLE; NEMA 5-20R DUPLEX; CONCEALED BEHIND WATER COOLER ENCLOSURE;COORDINATE LOCATION WITH WC SHOP DRAWINGS.

WC

(2) RECEPTACLES; NEMA 5-20R DUPLEX; MOUNT IN 2-GANG BOX; SINGLE WALL PLATE;MOUNTED 18" O.C. A.F.F. OR AS NOTED

SPECIAL POWER OUTLET; NEMA DESIGNATION INDICATED ON DRAWING; MOUNT IN 2-GANGBOX; 18" O.C. A.F.F. OR AS NOTED

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 72" O.C. A.F.F.; FOR FLAT SCREEN TVTV

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 36" O.C. A.F.F.; FOR REFRIGERATORREF

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 72" O.C. A.F.F.; FOR MICROWAVE OVENMW

RECEPTACLE; NEMA 5-20R DUPLEX; MOUNTED 18" O.C. A.F.F.; FOR DISHWASHERDW

FURNITURE POWER FEED; WALL MOUNTED 18" A.F.F.; COORDINATE LOCATION WITH FURNITURESUPPLIER

F

OVERHEAD FLEXIBLE CABLE/BUS BAR

ABBREVIATIONS

AHU

AIR CURTAIN HEATERACH

AUTOMATIC FAUCETAF

ABOVE FINISHED FLOORAFF

AIR HANDLING UNIT

ON CENTEROC

MICROWAVEMW

MOTORIZED CONTROL DAMPERCD

EXHAUST FANEF

HAND DRYERHD

FURNACEF

ELECTRIC HEATEREH

AIR CONDITIONING CONDENSING UNITCU

DISHWASHERDW

DISPOSALDP

COOLING TOWERCT

B BOILER

RECIRCULATING PUMPRP

ROOF TOP UNITRTU

PUMPP

NOTE: ALL ABBREVIATIONS MAY NOT BE REPRESENTEDON PLANS.

UNIT HEATERUH

VARIABLE AIR VOLUME BOXVAV

WATER HEATERWH

SPLIT SYSTEM HEAT PUMP/ AIRCONDITIONING INDOOR UNIT

SSI

SSOSPLIT SYSTEM HEAT PUMP/ AIRCONDITIONING OUTDOOR UNIT







(FAX)(304) 624-7831


2/28/2017 8:45:27 AM

Z:\MEP CURRENT PROJECTS\Thrasher Engineering Jobs\THRASHER-MEP16-04- Keyser Block Factory\Revit & CAD\E - Keyser Block Factory.rvt

1/8" = 1'-0"KEYSER, WV

02/28/2017

ADS

CONSTRUCTION DOCUMENTSEEEE1111....00000000

ELECTRICAL LEGENDS & NOTES


ELECTRICAL LEGENDS & NOTESGMC 02/28/17GMC 02/28/17

GENERAL ELECTRICAL NOTES

17. WIRING DEVICES SHALL BE THREE-WIRE, SPECIFICATIONGRADE, 20 AMPERE MINIMUM; DUAL VOLTAGE SWITCHES,DUPLEX RECEPTACLES, AND GROUND-FAULT CIRCUITINTERRUPTING RECEPTACLES. PROVIDE IVORY NYLON WALLPLATES FOR FINISHED AREAS. PROVIDE GASKETEDWEATHERPROOF WALL PLATES FOR EXTERIOR AREAS. WALLPLATES SHALL BE INSTALLED ON ALL SWITCHES,RECEPTACLES, VOICE/DATA OUTLETS, TV OUTLETS, ANDEMPTY BOXES. DUPLEX RECEPTACLES SHALL BE HUBBELL#5362; SINGLE POLE SWITCHES SHALL BE HUBBELL #1221;THREE-WAY SWITCHES SHALL BE HUBBELL #1223; FOUR-WAYSWITCHES SHALL BE HUBBELL #1224 OR ENGINEERAPPROVED EQUAL.

18. BEFORE INSTALLING OUTLETS, THE ELECTRICALCONTRACTOR SHALL CONFER WITH THE ARCHITECT TODETERMINE IF THE OUTLETS ARE TO BE INSTALLED ATHEIGHTS OTHER THAN THOSE GIVEN HEREIN. IN GENERAL,UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL THEOUTLETS SHALL BE INSTALLED AT THE FOLLOWING HEIGHTFROM THE FLOOR: A.SWITCHES: 48" O.C. B. RECEPTACLE

OUTLETS: 18" O.C. C.VOICE/DATA OUTLETS: 18" O.C. D. WALLMOUNTED TELEPHONE OUTLETS: 54" O.C. RECEPTACLEOUTLETS AT COUNTERTOPS: 6" O.C. ABOVE BACKSPLASH.

19. A TYPEWRITTEN LABEL SHALL BE INSTALLED ON THE WALLPLATE OF EACH RECEPTACLE OUTLET INDICATING THECONNECTED PANEL AND CIRCUIT NUMBER.

20. ALL GROUNDING SHALL BE IN ACCORDANCE WITH THEREQUIREMENTS OF THE NEC AND AS REQUIRED BY THEDRAWINGS.

21. PANELBOARDS SHALL BE DEAD FRONT WITH RATINGS ASSCHEDULED ON DRAWINGS. PROVIDE CIRCUIT BREAKERS ASRECOMMENDED BY PANEL MANUFACTURER. PROVIDEBRANCH BREAKERS IN QUANTITIES AND RATINGS ASINDICATED ON DRAWINGS. PROVIDE TYPED DIRECTORIESREFLECTING CONNECTED LOADS.

22. BRANCH CIRCUIT BREAKERS SHALL BE OF INDIVIDUAL UNITCONSTRUCTION COMPLETE WITH QUICK-MAKE, QUICK-BREAKMECHANISM; THERMAL MAGNETIC TRIP; AMBIENTCOMPENSATION; AND SHALL BE INTERCHANGEABLE IN THEPANELBOARD ASSEMBLY IN RATINGS FROM 15 TO 100AMPERES WITHOUT NECESSITATING BUS, LINK OR ASSEMBLYREARRANGEMENT. CIRCUIT BREAKERS SHALL HAVESUITABLE SCREW TYPE LINE TERMINALS SO THAT THEY WILLBE HELD IN POSITIVE CONTACT WITH THEIR RESPECTIVELINKS OR BUSSES.

23. SAFETY SWITCHES SHALL BE HEAVY DUTY, QUICK-MAKE,QUICK-BREAK, TYPES OF THE SIZE AND FUSE AMPACITY ASNOTED ON THE DRAWINGS. PROVIDE GROUND BUS, SOLIDNEUTRAL, CLASS RK-5 DUAL ELEMENT, TIME DELAY FUSES,AND NEMA RELATED ENCLOSURE.

24. MOTOR STARTERS FOR THREE PHASE MOTORS SHALL BEFULL VOLTAGE NON-REVERSING MAGNETIC TYPES WITHPROPERLY SIZED OVERLOAD HEATERS, LONG LIFE PILOTLIGHTS, HAND-OFF-AUTO SELECTOR SWITCH, PUSHBUTTONS,AND 120V CONTROL TRANSFORMER. MANUAL MOTORSTARTERS FOR SINGLE PHASE MOTORS SHALL BE SENTINELTYPE WITH PROPERLY SIZED OVERLOAD HEATERS ANDTOGGLE TYPE DISCONNECT SWITCH MOUNTED IN A NEMARATED ENCLOSURE.

25. EACH PANELBOARD, DISCONNECT SWITCH, MOTOR STARTERAND CABINET SHALL BE IDENTIFIED BY PHENOLIC LAMINATEDPLASTIC ENGRAVED PLATES ATTACHED WITH POP RIVETS ORSHEET METAL SCREWS.

26. LAMPS AND LIGHTING FIXTURES SHALL BE AS DESCRIBED INLIGHT FIXTURE SCHEDULE ON THE DRAWINGS. PROVIDELAMPS IN ALL LIGHT FIXTURES.

27. LABEL EACH PANELBOARD, DISCONNECT SWITCH AND ENDSOF WIRING AND CABLES AS SPECIFIED.

28. VERIFY ALL DIMENSIONS BY FIELD MEASUREMENTS.

29. GIVE RIGHT-OF-WAY TO SYSTEMS REQUIRED TO BEINSTALLED AT A REQUIRED SLOPE.

30. FURNISH AND INSTALL ANY MISCELLANEOUS METAL ORWOOD SUPPORTS, FASTENERS, MOUNTS HANGERS, SIDEBRACES, ETC., WHICH MAY BE REQUIRED TO SECURELYANCHOR AND SUPPORT ELECTRICAL EQUIPMENT FURNISHEDUNDER THIS CONTRACT.

31. APPLY FIRESTOPPING TO RACEWAY PENETRATIONS OFFIRE-RATED FLOOR AND WALL ASSEMBLIES TO ACHIEVEFIRE-RESISTANCE RATING OF THE ASSEMBLY.

32. MAKE PROVISION AND PROVIDE POWER WIRING INCLUDINGFINAL EQUIPMENT CONNECTION TO ALL EQUIPMENTFURNISHED AND INSTALLED BY OTHERS. VERIFY THE EXACTREQUIREMENT OF EQUIPMENT BEFORE INSTALLATION OFELECTRICAL WORK.

33. ALL REQUIRED BUILDING PERMITS FOR THE ELECTRICALPORTION OF THE WORK SHALL BE INCLUDED. A FINALINSPECTION BY THE OWNER, ARCHITECT, ENGINEER, AND ALLINVOLVED AGENCIES WILL BE CONDUCTED UPONCOMPLETION OF THE WORK TO DETERMINE ACCEPTABILITYOF THE WORK. IN ADDITION, AN INSPECTION BY THEELECTRICAL INSPECTOR AND CERTIFICATE OF APPROVALWILL BE REQUIRED PRIOR TO FINAL PAYMENT FOR THEWORK. ALL FEES FOR BUILDING PERMITS AND ELECTRICALINSPECTIONS SHALL BE INCLUDED.

34. TESTING: ON COMPLETION OF THE WORK, THE INSTALLATIONSHALL BE FREE FROM GROUNDS AND SHORT CIRCUITS. ALLCIRCUITS SHALL BE TESTED AND LABELED. ALL MOTORCIRCUITS, CONTROL CIRCUITS, SIGNAL SYSTEMS,INTERLOCKING AND ELECTRIC HEAT CIRCUITS SHALL BETESTED FOR PROPER OPERATION.

35. GUARANTEE: THE CONTRACTOR SHALL GIVE THE OWNER AWRITTEN GUARANTEE THAT HE WILL MAKE GOOD, AT HISOWN EXPENSE, ANY DEFECTS IN MATERIALS ORWORKMANSHIP WHICH MAY DEVELOP IN ONE YEAR FROMTHE FINAL ACCEPTANCE OF THE WORK.

GENERAL ELECTRICAL NOTES

1. SCOPE: FURNISH ALL LABOR AND MATERIALS AND INSTALLALL EQUIPMENT; INCLUDING, BUT NOT LIMITED TO WIRING,CONDUIT, ELECTRICAL DISTRIBUTION EQUIPMENT, LIGHTING,AND MISCELLANEOUS EQUIPMENT DETAILED ON THEDRAWINGS OR REQUIRED FOR A COMPLETE AND OPERABLEINSTALLATION.

2. ALL ELECTRICAL WORK SHALL BE COMPLIANT WITH THESTATE ADOPTED EDITION OF NFPA 70: NATIONAL ELECTRICALCODE (NEC) AND OTHER APPLICABLE STATE AND LOCALCODES.

3. COORDINATE ELECTRICAL SERVICE ENTRANCE WORK WITHFIRST ENERGY COMPANY. ELECTRICAL SERVICE WORKSHALL COMPLY WITH MON POWER SPECIFICATIONS.

4. SUBMITTALS: SUBMIT SHOP DRAWINGS AND OTHERINFORMATION NECESSARY FOR THE ENGINEER TO MAKECOMPLETE EVALUATION OF THE MATERIALS, ACCESSORIES,AND METHODS PROPOSED FOR THE WORK. SHOP DRAWINGSSHALL BE FOR THE FOLLOWING: LIGHT FIXTURES, WIRINGDEVICES, PANELBOARDS, AND DISCONNECT SWITCHES.

5. ALL MATERIAL SHALL BE NEW AND SHALL BE LISTED BYUNDERWRITERS LABORATORIES.

6. CONDUITS SHALL BE 1/2" MINIMUM SIZE, RIGID GALVANIZEDSTEEL, INTERMEDIATE METAL CONDUIT, LIQUID-TIGHTFLEXIBLE CONDUIT, ELECTRICAL METALLIC TUBING, FLEXIBLEMETAL CONDUIT. CONDUITS SHALL BE SIZED AND APPLIED INACCORDANCE WITH THE NEC. CONDUIT FITTINGS SHALL BEALL PLATED STEEL: SET-SCREW, THREADED ORCOMPRESSION TYPE. METAL CLAD CABLE SHALL BEPERMITTED FOR INSTALLATION.

7. ALL WIRING SHALL BE INSTALLED IN CONDUIT. BRANCHCIRCUIT WIRING SHALL BE MC CABLE AS PERMITTED BY THENEC. IN GENERAL, CONCEAL CONDUIT IN WALLS AND ABOVECEILNGS. MC CABLE SHALL BE USED WHERE OUTLETS AREINSTALLED THROUGH CONTINUOUS METAL STUD WALLS. INUNFINISHED AREAS OF THE BUILDING, CONDUIT SHALL BEEXPOSED AND ROUTED ON SURFACE OF THE CEILINGAND/OR WALLS AS HIGH AS POSSIBLE AND ROUTED SO AS TONOT INTERFERE WITH OTHER TRADES. CONDUIT ANDCABLES SHALL BE SECURED WITH APPROVED SUPPORTINGDEVICES AND RUN PARALLEL AND PERPENDICULAR TOSURROUNDING STRUCTURE.

8. CONDUITS INSTALLED UNDERGROUND SHALL BE A MINIMUMOF 18" BELOW FINISHED GRADE TO THE TOP OF THECONDUIT, UNLESS OTHERWISE NOTED. PROVIDE ROCK-FREEBACKFILL MATERIAL AND TAMP IN 8" LAYERS. PROVIDEUNDERGROUND WARNING TAPE IN TRENCH 3" BELOWFINISHED GRADE.

9. RGS CONDUIT SHALL BE USED IN ALL AREAS SUBJECTED TOPHYSICAL DAMAGE. EMT MAY BE INSTALLED ONLY INCONCEALED INTERIOR SPACES ABOVE CEILINGS OR INWALLS. OUTDOOR WIRING ABOVE GRADE SHALL BEENCLOSED IN RGS CONDUIT. OUTDOOR WIRING BELOWGRADE SHALL BE ENCLOSED IN SCHEDULE 40 PVC CONDUITUNLESS OTHERWISE NOTED.

10. CONNECT MOTORS AND EQUIPMENT SUBJECT TO VIBRATION,NOISE TRANSMISSION OR MOVEMENT WITH A MAXIMUM OF72" FLEXIBLE CONDUIT. PROVIDE LIQUID-TIGHT FLEXIBLECONDUIT IN WET OR DAMP LOCATIONS. INSTALL SEPARATEGROUND CONDUCTOR ACROSS FLEXIBLE CONNECTIONS.

11. ALL CONDUIT AND EQUIPMENT SHALL BE LEVEL, PLUMB, ANDPARALLEL AND PERPENDICULAR TO OTHER BUILDINGSYSTEMS AND COMPONENTS, UNLESS OTHERWISE NOTED.

12. CONDUIT AND CABLES SHALL BE INSTALLED AT LEAST 6"AWAY FROM PARALLEL RUNS OF FLUES AND HOT-WATERPIPES. LOCATE HORIZONTAL CONDUIT AND CABLE RUNSABOVE WATER PIPING.

13. PROVIDE PULL WIRES IN ALL EMPTY CONDUITS. USE NO. 14AWG ZINC-COATED STEEL OR MONOFILAMENT PLASTIC LINEWITH NOT LESS THAN 200-LB TENSILE STRENGTH. LEAVE ATLEAST 12" OF SLACK AT EACH END OF THE PULL WIRE.

14. OUTLET AND JUNCTION BOXES SHALL BE 4" SQUAREMINIMUM SIZE, GALVANIZED, STAMPED STEEL, EXCEPT ASNOTED. OUTLET BOXES SHALL BE EQUIPPED WITH PLASTERRINGS OF APPROPRIATE DEPTH TO FINISH FLUSH WITHFINISHED WALL. MULTIGANG BOXES SHALL BE OF SINGLEPIECE CONSTRUCTION WITH WALL PLATES MATCHINGRESPECTIVE DEVICE. OUTLET BOXES IN CONCRETE ORMASONRY WALLS SHALL BE MASONRY TYPE. OUTLET BOXESFOR EXPOSED EXTERIOR WALLS SHALL BE WEATHERPROOFWITH THREADED CONDUIT HUBS. JUNCTION AND PULLBOXES SHALL HAVE STEEL, SCREW-TYPE COVER PLATES.

15. WIRES AND CABLES SHALL BE COPPER CONDUCTORS ANDHAVE APPROVED INSULATION FOR THE SPACES WHERE THEYARE TO BE USED AND SHALL CONFORM TO THE LATESTREQUIREMENTS OF THE NEC. THE MINIMUM TEMPERATURERATING SHALL BE 75°C WITH TYPE THHN/THWN INSULATIONAND 600 VOLT RATING.

16. NO WIRE SMALLER THAN #12 SHALL BE USED FOR LIGHTING,RECEPTACLES, AND MOTOR CIRCUITS. ALL WIRE #10 ANDSMALLER MAY BE SOLID OR STRANDED CONDUCTOR. FORSIZE #8 AND LARGER STRANDED CABLE SHALL BE USED. ALLWIRES SHALL BE INSTALLED IN CONDUIT UNLESS OTHERWISENOTED. ALL SPLICES SHALL BE MADE WITH INSULATEDSOLDERLESS TYPE CONNECTORS. WIRING INSTALLATIONSHALL COMPLY WITH NEC 310.15(B)(3)(a). ALL FEEDER ANDBRANCH CIRCUIT CONDUCTOR AMPACITIES SHALL BEPROPERLY INCREASED FOR VOLTAGE DROP IN ACCORDANCEWITH THE NEC.

LIGHTING FIXTURE SCHEDULE NOTES

1. EQUAL LIGHT FIXTURES MANUFACTURED BY ACUITY BRANDS,COOPER LIGHTING, DAYBRITE, AND HUBBELL LIGHTING SHALLBE ACCEPTABLE. OTHER MANUFACTURERS MUST FOLLOWTHE GUIDELINES IN ACCORDANCE WITH THE PRODUCTSUBSTITUTION SECTION OF THE SPECIFICATIONS FORAPPROVAL BEFORE BID DATE. ENGINEER SHALL HAVE FINALAPPROVAL OF ALL LIGHT FIXTURE SUBSTITUTIONS.

2. MOUNTING HEIGHT SHALL BE MEASURED FROM THEFINISHED FLOOR LEVEL TO THE BOTTOM OF THE FIXTURE.

3. PROVIDE BATTERY TO SUPPLY EMERGENCY LIGHTING FOR 90MINUTES AS REQUIRED BY NFPA 101 - LIFE SAFETY CODE.

4. LED DRIVER CAPABLE OF DIMMING USING 0-10V DIMMERSWITCH.

5. PROVIDE INTEGRAL BUTTON-TYPE PHOTOELECTRICCONTROLLER.

6. SEE LIGHT POLE DETAIL ON E###.

DISCONNECT SCHEDULETYPE MARK AMP RATING VOLTAGE POLES FUSE ENCLOSURE

A 30 240 2 NF NEMA 1

B 30 240 2 NF NEMA 3R

C 30 240 3 NF NEMA 1

D 60 240 2 NF NEMA 1

E 60 240 2 NF NEMA 3R

F 30 480 3 NF NEMA 1

LIGHTING FIXTURE SCHEDULESYMBOL TYPE MARK DESCRIPTION MFR.

(1)CATALOG NO. MOUNTING

(2)LAMPS VOLTS WATTS NOTES

A 4' LED WRAPAROUND LITHONIA LBL4 40L EZ1 LP840 CEILING SURFACE4600 LM

4000K LED277 41

B 4' LENSED LED STRIPLIGHT LITHONIAZL2N L48 5000LM MDD

MVOLT 40K 80CRICEILING SURFACE

5000 LM4000K LED

277 70

HB1.1 LED HIGH BAY LITHONIAIBG 30000LM SEF

L/LENS GND MVOLTOZ10 40K 70CRI

PENDANT23'-6" AFF

30000 LM4000K LED

277 186



PENDANT25'-0" AFF

30000 LM4000K LED

277 186



PENDANT26'-0" AFF

30000 LM4000K LED

277 186



PENDANT27'-6" AFF

30000 LM4000K LED

277 186



PENDANT29'-0" AFF

30000 LM4000K LED

277 186



PENDANT32'-0" AFF

30000 LM4000K LED

277 186


L/LENS WD MVOLTOZ10 40K 70CRI

PENDANT12'-0" AFF

24000 LM4000K LED

277 150



PENDANT14'-0" AFF

24000 LM4000K LED

277 150



PENDANT16'-0" AFF

24000 LM4000K LED

277 150



PENDANT17'-6" AFF

24000 LM4000K LED

277 150

HB3 LED HIGH BAY LITHONIAIBG 48000LM SEFL/LENS ND MVOLT

OZ10 40K 70CRI

PENDANT39'-0" AFF

48000 LM4000K LED

277 293

M1 EMERGENCY BATTERY PACK LITHONIA ELM2 LEDWALL10'-0"

2-1.5W/3.6VLED HEADS

277 3 (3)

M2 EMERGENCY BATTERY PACK LITHONIA ELM6 LED LP03VSWALL10'-0"

2-3W/6VLED HEADS

277 6 (3)

W1LED WALL PACK WITH EMERGENCY

BATTERY BACKUPLITHONIA

DSXW1 LED 20C 70050K T3M MVOLT ELCW

DDBXD

WALL7'-3"

4500 LM5000K LED

277 47

W2 LED WALL PACK LITHONIADSXW1 LED 20C 700

50K T3M MVOLTDDBXD

WALL10'-0"

4500 LM5000K LED

277 47


50K T3M MVOLTDDBXD

WALL13'-0"

4500 LM5000K LED

277 47


50K T3M MVOLTDDBXD

WALL20'-0"

7700 LM5000K LED

277 74


50K T3M MVOLTDDBXD

WALL25'-0"

7700 LM5000K LED

277 74

X1EXIT LIGHT; SHADED AREA INDICATES

EXIT FACE; ARROW INDICATESDIRECTION OF EGRESS

LIGHTFIXTURE

INDUSTRIESCOMBO-LP-R

CEILING OR WALL8'-0"

LED 277 4 (3)

X2EXIT LIGHT; SHADED AREA INDICATES

EXIT FACE; ARROW INDICATESDIRECTION OF EGRESS

LIGHTFIXTURE

INDUSTRIESCOMBO-LP-R-D

CEILING OR WALL8'-0"

LED 277 4 (3)

FIRE ALARM SYSTEM NOTES

11. PROVIDE DUCT-TYPE SMOKE DETECTORS IN THE RETURN AIRDUCT OF THE HVAC UNITS INDICATED. WHEN ACTIVATED, THEDUCT-TYPE SMOKE DETECTORS SHALL AUTOMATICALLYSHUT DOWN THE HVAC UNIT, CLOSE THE MAIN FAN DAMPERS,AND SOUND A GENERAL FIRE ALARM.

12. PROVIDE WIRING AND CONNECTION TO ALL FLOW, TAMPER,AND PIV TAMPER SWITCHES. COORDINATE LOCATION WITHTHE SPRINKLER CONTRACTOR. EACH FLOW SWITCH SHALLBE ANNUNCIATED SEPARATELY. TAMPER AND PIV TAMPERSWITCHES SHALL BE ELECTRICALLY-SUPERVISED ANDANNUNCIATED AS A TROUBLE ON THE FACP.

13. PROVIDE REMOTE ALARM INDICATOR AND TEST STATION FOREACH DUCT-TYPE SMOKE DETECTOR AND SPRINKLERSYSTEM FLOW SWITCH. MOUNT STATION IN RECESSEDDEVICE BOX LOCATED 6'-0'' ABOVE FINISHED FLOOR. WIRINGSHALL BE ENCLOSED WITHIN RACEWAY AND CONCEALEDWITHIN WALL.

14. FIRE DOORS HELD OPEN WITH MAGNETIC HOLDERS ORCLOSERS SHALL BE RELEASED WITH THE ACTIVATION OF THEFIRE ALARM SYSTEM.

15. PROVIDE WIRING AND CONNECTION TO THE BUILDING DOORACCESS CONTROL SYSTEM AND THE EXTERIOR GATECONTROLLER. THE SECURED DOORS SHALL BE UNLOCKEDAND THE GATE SHALL BE OPENED WITH THE ACTIVATION OFTHE FIRE ALARM SYSTEM.

16. ALL EXTINGUISHING SYSTEMS SHALL BE CONNECTED TO THEFIRE ALARM SYSTEM PER CODE.

17. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

18. IDENTIFY SYSTEM COMPONENTS, WIRING, CABLING, ANDTERMINALS ACCORDING TO DIVISION 28 SPECIFICATIONS.

19. FIRE ALARM WIRING SHALL BE ENCLOSED IN METALRACEWAY SEPARATE FROM OTHER DATA AND POWERWIRING IN ACCORDANCE WITH DIVISION 28 SPECIFICATIONS.RACEWAY SHALL BE CONCEALED WITHIN WALLS AND ABOVESUSPENDED GRID CEILINGS, EXCEPT IN UNFINISHED SPACESOR UNLESS OTHERWISE INDICATED. BOXES SHALL BEPAINTED RED FOR IDENTIFICATION.

FIRE ALARM SYSTEM NOTES

1. ALL WORK SHALL COMPLY WITH THE WEST VIRGINIA STATEFIRE CODE. ALL WORK SHALL COMPLY WITH THE NFPA CODEADOPTED BY THE WEST VIRGINIA STATE FIRE CODE.

2. THE FIRE ALARM INSTALLER SHALL SUBMIT REQUIREDINFORMATION TO THE WEST VIRGINIA STATE FIRE MARSHALFOR APPROVAL. THE FIRE ALARM INSTALLER SHALL SUBMITFIRE ALARM DRAWINGS, COMPLETE WITH EQUIPMENTLOCATIONS, DIMENSIONS BETWEEN LIKE DEVICES TO VERIFYPROPER SPACING, AND FIRE ALARM RISER DIAGRAM

3. PROVIDE A NEW ADDRESSABLE FIRE ALARM SYSTEM WITHMANUAL AND AUTOMATIC ALARM INITIATION AND HARDWIREDFOR SIGNAL TRANSMISSION DEDICATED TO FIRE ALARMSERVICE ONLY; USING A UNIQUE ADDRESS FOR EACH ALARMINITIATION DEVICE.

4. PROVIDE A DEDICATED 20 AMP, 120 VOLT BRANCH CIRCUITFOR FACP POWER.

5. PROVIDE A DEDICATED TELEPHONE LINE TO FACP FORTRANSMITTING MEANS TO REMOTE SUPERVISING STATIONFROM DIGITAL ALARM COMMUNICATOR TRANSMITTER.

6. PROVIDE A FIRE ALARM ANNUNCIATOR PANEL IN MAINVESTIBULE.

7. SMOKE DETECTORS SHALL BE PLACED A MAXIMUM OF 15FEET FROM THE ENDS OF CORRIDORS OR WALLS AND 30FEET ON CENTER AND IN ROOMS OPEN TO THE CORRIDORS.EXCEEDING THE SPACING REQUIREMENTS WILL REQUIRESUBMISSION OF TECHNICAL DATA FOR APPROVAL BY THEFIRE MARSHAL.

8. IN CORRIDORS, VISIBLE NOTIFICATION APPLIANCES SHALL BELOCATED NOT MORE THAN 15 FEET FROM THE END OF THECORRIDOR WITH A SEPARATION NOT GREATER THAN 100FEET BETWEEN APPLIANCES.

9. VISIBLE NOTIFICATION APPLIANCES SHALL BE LOCATED INALL PUBLIC TOILETS.

10. PULL STATIONS SHALL BE LOCATED NO GREATER THAN 200FEET FROM EACH OTHER AND AT ALL EXITS.

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. A

3

3

3

3

OS

3

3

OS

33

OS

OS OS

OS

OS

OS

OS

OS

OS

OS

OS OS

3

3

OS

OS

OS

OS

OS

OS

OS OS

OS

OS

3

3

KEYED LIGHTING NOTES

1 WIRE THROUGH PHOTOELECTRIC CONTROLLER AND CONNECT TO CIRCUIT INDICATED.

WIRE LIGHT SWITCH TO LIGHT FIXTURES SHOWN ON MEZZANINE 1 LIGHTING PLAN.

WIRE LIGHT FIXTURES TO LIGHT SWITCHES SHOWN ON FIRST FLOOR LIGHTING PLAN.

CONNECT LIGHTING CIRCUIT TO LIGHTS SHOWN ON MEZZANINE 1 LIGHTING PLAN.

CONNECT LIGHTING CIRCUIT TO LIGHTS SHOWN ON ENLARGED RESTROOM / BREAK ROOM LIGHTING PLAN.

2

3

4

5

MENBREAK ROOM

PRODUCTIONFLOOR

SLURRY TANKROOM

PRE-CURING ROOM

E2.013

OPEN TO ABOVESEE MEZZANINE 1 LIGHTING PLAN

2

2

2

2

2 2

X1

X1

X2X2X2

X2

X1

X2X2X1

X2 X2

X1

X1

X2X2

X2X2

X2X2

X2X2

M2

M2

M2M2

M2

M2

M2

M2 M2

M2

M2M2

M2

M2

M1

M2

M2M2M2

M2

M2

M2M2

M2

M2

M2 M2

M2

WOMEN

HB2.1 HB2.1

HB2.2

HB2.1 HB2.1

HB2.2

HB2.2 HB2.2

HB2.3 HB2.3 HB2.3 HB2.3

HB2.4 HB2.4 HB2.4

HB2.4

HB2.3 HB2.3 HB2.3 HB2.3

HB2.2 HB2.2 HB2.2

HB2.2

HB2.1 HB2.1 HB2.1 HB2.1

X1

1

1

1 W2

W2

W2

X2

M2

M2

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

W1 W1

W1

1 1

1

X1 W1 1

W1 1

W1 1

W1 1

M2

M2

M2

M2

M2

M2

X1

X1

X1M2

M2

M2M2

M2

M1M2

A A A A

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B B

B BBB

B

B

B B

A

A

A

A

A

A

B

B

B

B

B

B

FLY ASH SILOROOM

SPRINKLER ROOM ELECTRICAL ROOM

CONTROL ROOM


OFFICE

AIR COMPRESSOR

BOILER ROOM

W1

1

W1

1

W3

1

W1

1

W3 1

X1

X1

M2

M2

M2

M2

M2

M2

M2

M2

4P1 - 5

4P1 - 7

4P1 - 7

4P1 - 7

4P1 - 7

4P1 - 7

4P1 - 7

4P2 - 9

4P2 - 134P2 - 134P2 - 13

4P2 - 134P2 - 13

X1

4P3 - 7

4P3 - 9

4P3 - 11

4P3 - 13

4P3 - 15

4P3 - 17

4P3 - 17

4P3 - 17

4P3 - 17

3

3

HB3

HB3 HB3

HB3 HB3

HB3 HB3

HB3 HB3

HB3 HB3

HB3

HB1.5 HB1.5

HB1.43

W5 W5 W5

W4 W4

W4 W4

W4

W4

1 1 1

1 1

1 1

1

1

HB1.7 HB1.7

HB1.7 HB1.7

HB1.6 HB1.6 HB1.6

HB1.5HB1.5 HB1.5

HB1.5

HB1.6

HB1.7

HB1.7

HB1.5

HB1.6

HB1.7

HB1.7

HB1.5

HB1.6

HB1.7

HB1.7

HB1.5

HB1.6

HB1.7

HB1.7

HB1.5

HB1.6

HB1.7

HB1.7

HB1.5

HB1.6

HB1.7

HB1.7

HB1.5

HB1.6

HB1.7

HB1.7

HB1.5

HB1.6

HB1.4

HB1.1

HB1.1

HB1.4

HB1.4

HB1.1

HB1.4

HB1.1

HB1.4

HB1.1

HB1.3

HB1.6 HB1.6 HB1.6

HB1.5HB1.5 HB1.5

HB1.1 HB1.1 HB1.1

HB1.4 HB1.4

HB1.4

HB1.4

W4

1

W4 1

HB1.6

HB1.5

E2.014

HB1.4 HB1.4

HB1.4

3

HB1.7 HB1.7 HB1.7 HB1.7

HB1.7 HB1.7

HB1.7 HB1.7 HB1.7 HB1.4 HB1.4 HB1.4 HB1.4

E2.015

E2.016

MIXING & BATCHING LEVEL 1


W4W4

11

W5 W5 W5 W5 W5

11111

4P1 - 7 4P1 - 7

4P1 - 7

4P1 - 7

4P1 - 7

4P1 - 74P1 - 7

4P1 - 1

4P1 - 3

4P2 - 3 4P2 - 1

5

4P2 - 7

4P2 - 11

4P2 - 134P2 - 134P2 - 13

4P2 - 13 4P2 - 13 4P2 - 13

4P3 - 3

4P3 - 1

4P3 - 17 4P3 - 17 4P3 - 17 4P3 - 17 4P3 - 17

BREAK ROOM

X1

W1

1

WOMEN MEN

M1

M1

M1

M1

M1 M1

A

A

A

A

A

A

A

A

A A

A

A

A A A

J.C.

4P2 - 7

4

4P2 - 13


BALANCE ROOM

DRUG STORE ROOM

OFFICE


ROOMPHYSICAL

INVESTIGATIONROOM

A A A

AAA

A A

AA

A

A

A

A A A A

A A A

AAA

A A A

AAA

A

A

A

A

A

4P3 - 5

B

B

B

B

B

B

B

B

B

B

B

B

4P2 - 5

B B

B B

B B

4P2 - 5







(FAX)(304) 624-7831


2/28/2017 8:45:29 AM


As indicatedKEYSER, WV

02/28/2017

ADS


LIGHTING PLAN ADS 02/28/17030-2968 AMERICA'S BEST BLOCK

LIGHTING PLANGMC 02/28/17GMC 02/28/17

GENERAL LIGHTING NOTES

1. FIXTURES: SET LEVEL, PLUMB, AND SQUARE WITH CEILING AND WALLS. SECURE ACCORDING TOMANUFACTURER'S WRITTEN INSTRUCTIONS AND APPROVED SUBMITTAL MATERIALS. INSTALL LAMPS IN EACHFIXTURE.

2. CONNECT EXIT LIGHTS, EMERGENCY BATTERY LIGHTS, AND NOTED LIGHT FIXTURES WITH BATTERY BACKUPTO THE NEAREST UNSWITCHED LIGHTING CIRCUIT IN THE AREA BEING SERVED.

3. PROVIDE LOW VOLTAGE WIRING FROM THE EXIT LIGHTS WITH EXTRA BATTERY CAPACITY TO THE REMOTEEMERGENCY LIGHTS SHOWN. LOW VOLTAGE WIRING SHALL BE AS RECOMMENDED BY THE EMERGENCYLIGHTING UNIT MANUFACTURER.

4. EXTERIOR LIGHTING FIXTURES SHALL BE WIRED THROUGH A PHOTOELECTRIC CONTROLLER FOR DUSK TODAWN OPERATION.

5. EXTERIOR LIGHTING FIXTURES SHALL BE WIRED THROUGH A LIGHTING CONTACTOR AND CONTROLLED BYTHE OPERATION OF A TIME CLOCK.

6. SEE GENERAL ELECTRICAL NOTES ON SHEET E101 FOR WIRING METHODS.

0' 10' 20' 40' 1/16" = 1'-0"E2.011111 FIRST FLOOR LIGHTING PLAN

0' 10' 20' 40' 1/16" = 1'-0"E2.012222 MEZZANINE 1 LIGHTING PLAN

0' 5' 10' 20' 1/8" = 1'-0"E2.013333ENLARGED RESTROOM/BREAKROOMLIGHTING PLAN

0' 5' 10' 20' 1/8" = 1'-0"E2.014444ENLARGED LABORATORY LIGHTINGPLAN

0' 10' 20' 40' 1/8" = 1'-0"E2.015555ENLARGED MIXING & BATCHINGLEVEL 1 LIGHTING PLAN

0' 10' 20' 40' 1/8" = 1'-0"E2.016666ENLARGED MIXING & BATCHINGLEVEL 2 LIGHTING PLAN

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FS

FS

S

S

SS

S

S

SS

S

S

S

SS

SS

S

S

S

F

S

S

S

S

FS

MMM

MM

CONTROLROOM

BOILER ROOM

PUMP HOUSE

OFFICE

AIR COMPRESSOR

MEN

BREAK ROOM

PRODUCTIONFLOOR

CONTROL ROOM

ELECTRICAL ROOMSPRINKLER ROOMFLY ASH SILO

ROOM

SLURRY TANKROOM

PRE-CURING ROOM

E3.022

E3.021

CU2

E

P-1P-2

EF1

EF5

CD1

CD7

UH5CD2

UH4

UH1

EF7

UH3

CD4 EF4 EF2 EF6CD3 P-5

UH2

4P

2

2P

2

T2

4P1

T1

2P1

4P3

T3

2P3

E3.023

2P1 - 26,28,30

2P1 - 222P2 - 28

2P2 - 26

2P2 - 34

2P3 - 14,16

2P3 - 20,22,24

2P3 - 18

2P3 - 26,28,30

2P3 - 2,4

W

W

W

W

W

W

GGG

G

G

2P2 - 15

G G

G G

GG

G G

2P3 - 11

2P3 - 13

G

2P3 - 15

2P1 - 11

G

GGGG G

2P3 - 9


G

GG

G

G

G

G

G G

GG

G G

G

2P1 - 13

2P1 - 15

2P1 - 17

2P2 - 21

2P2 - 23

2P2 - 25

2P2 - 27

2P3 - 17

2P3 - 19

2P3 - 44,46,48

C

2P3 - 32,34,362P3 - 38,40,42

C C

E3.024

E3.025


MIXING & BATCHING LEVEL 2E3.02

6







(FAX)(304) 624-7831


2/28/2017 8:45:30 AM


1/16" = 1'-0"KEYSER, WV

02/28/2017

ADS


POWER PLAN ADS 02/28/17030-2968 AMERICA'S BEST BLOCK

POWER PLANGMC 02/28/17GMC 02/28/170' 10' 20' 40' 1/16" = 1'-0"E3.011111 FIRST FLOOR POWER PLAN

0' 10' 20' 40' 1/16" = 1'-0"E3.012222 MEZZANINE 1 POWER PLAN

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F FS S

FS

S

S

S

FSFS

FS

SS

S

S

SD

CU1

B

WH1

D

BREAK ROOM

MEN

EF10

EF11EF12

WOMEN

SSO-1B

EF9EH6CD5

EH1EH2

F-1D

GC GC

WC

GC

GC

G

ELECTRICAL ROOMSPRINKLER ROOMFLY ASH SILOROOM

2P2 - 22,24

2P2 - 38

2P2 - 36

2P2 - 18,20

2P2 - 14,16 2P2 - 10,12

2P2 - 6,82P2 - 2,4

2P2 - 40

2P2 - 30,32

2P2 - 1

2P2 - 3

2P2 - 7

2P2 - 5

G

G

G

G

GGG

G

G

G

G

2P2 - 9

WWWW

2P2 - 11

SSO-2

SSO-3

SSI-6

SSI-4

B

E

EH4

EH5

AC1

CD6

SSI-5

SSI-2

SSI-3

EF3

EH3

EF8 CD8

P-3

P-4

P-7

P-8

OFFICE

BOILER ROOM

AIR COMPRESSOR

1

1

1

1

1

4P1 - 2,4,6

2P1 - 322P1 - 10,12

2P1 - 18,20

2P1 - 14,16

2P1 - 24 2P1 - 2,4

2P1 - 6,8

W

W

W

G

G

G

G

G

G

G

GG

GG

G

G

G

G

G

G

G

G

G

2P1 - 1

2P1 - 3

2P1 - 5

2P1 - 9

2P1 - 7

2P1 - 34,36,38C

C 2P1 - 40,42,44

F

4P1 - 8,10,12

4P1 - 14,16,18

KEYED POWER NOTES

1 CONNECT TO TERMINALS OF RESPECTIVE CONDENSING UNIT SSO USING (2) #12 CONDUCTORS AND (1) #12EQUIPMENT GROUNDING CONDUCTOR IN 1/2" CONDUIT.

SSI-1

1

CONTROL ROOM

G

G

G

G2P2 - 13

F-2CKT1

F-2CKT2

D

A

2P3 - 6,8

2P3 - 10,12

G

G

G

GG

2P3 - 1

G

2P3 - 3

2P3 - 5

2P3 - 7

G G

GG

2P2 - 17

G G

GG2P2 - 19







(FAX)(304) 624-7831


2/28/2017 8:45:31 AM



02/28/2017

ADS


ENLARGED POWER PLAN


ENLARGED POWER PLANGMC 02/28/17GMC 02/28/17

0' 5' 10' 20' 1/8" = 1'-0"E3.022222ENLARGED SPRINKLER/ELEC./BREAK/RR POWER PLAN

0' 5' 10' 20' 1/8" = 1'-0"E3.021111ENLARGED BOILER ROOM POWERPLAN

0' 5' 10' 20' 1/8" = 1'-0"E3.023333ENLARGED CONTROL ROOM POWERPLAN

0' 10' 20' 40' 1/8" = 1'-0"E3.024444ENLARGED MEZZANINE 1 POWERPLAN

0' 5' 10' 20' 1/8" = 1'-0"E3.025555ENLARGED MIXING & BATCHINGLEVEL 1 POWER PLAN

0' 5' 10' 20' 1/8" = 1'-0"E3.026666ENLARGED MIXING & BATCHINGLEVEL 2 POWER PLAN

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BOILER ROOM

OFFICE

AIR COMPRESSOR

MEN

BREAK ROOM

PRODUCTIONFLOOR

ELECTRICAL ROOMSPRINKLER ROOM

PRE-CURING ROOM

8

7A

P

8AP

0AP

1A

P

3

2AP

4AP

5AP

6AF 5AF 4AF 3AF 2AF 1AF

6"x3" CT 12"x6" CT

8"x4" CT8"x4" CT8"x4" CT8"x4" CT8"x4" CT

8"x

4"

CT

8"x4" CT

6"x

3"

CT

4"x2" CT

6"x

3"

CT

6"x3" CT8"x4" CT

6"x3" CT

6"x3" CT

6"x3" CT

6"x3" CT

5AP1

5AP3A

1"ø C

6"x3" CT6"x3" CT

6"x3" CT6"x3" CT

8"x4" CT

4"x

2"

CT

6"x3" CT 6"x3" CT

7AP2

7A

P3A 7AP1

7AP6

7AP3B

7AP4B

7AP4A

7AP4C

7AP5

4AP3

7AP7

4AP43AP

3AP1

3AP2A

3AP3

4AP1

3AP5

2AP1

2AP22AP32AP4

1A

P1A

1A

P2

1A

P3

1AP1B

8AP4

8AP2

8AP1

8AP3

3AP4

3AP2B

4AP2

2"ø C2"ø C

2"ø C2"ø C

2"ø C2"ø C

2"ø C2"ø C

2"ø C

4"x2" CT

2"ø C

2"ø C

4"x

2"

CT

4"x2" CT

6"x3" CT

2"ø C

2"ø C2"ø C

3/4"ø C3/4"ø C3/4"ø C

2"ø C2"ø C

3/4"ø C3/4"ø C

2"ø C

6"x3" CT

2"ø C2"ø C

2"ø C2"ø C2"ø C2"ø C

3/4"ø C 3/4"ø C

2"ø C

2"ø C2"ø C

2"ø C2"ø C

2"ø C

2"ø C

2"ø C

2"ø C2"ø C

2"ø C2"ø C2"ø C

2"ø C

2"ø C 2"ø C2"ø C2"ø C

3"ø C3"ø C

2"ø C 3/4"ø C3/4"ø C

2"ø C2"ø C

2"ø C3/4"ø C3/4"ø C

3/4"ø C3/4"ø C

3/4"ø C3/4"ø C

3/4"ø C

3/4"ø C

3/4"ø C

3/4"ø C

2"ø C2"ø C

3/4"ø C3/4"ø C

8"x4" CT

4"x

2"

CT

6"x

3"

CT

4"x2" CT

12"x6" CT

4"x

2"

CT

2"ø C

2"ø C

1 1/4"ø C

1 1/4"ø C

2"ø C

1 1/4"ø C1 1/4"ø C

1 1/4"ø C

6"x

3"

CT

2"ø C2"ø C 2"ø C2"ø C

1 1/4"ø C1 1/4"ø C

8"x

4"

CT

6"x3" CT6"x3" CT

8"x

4"

CT

2"ø C2"ø C2"ø C2"ø C2"ø C2"ø C

2"ø C2"ø C2"ø C

2"ø C2"ø C

2"ø C2"ø C2"ø C


1 1/4"ø C

1 1/4"ø C1 1/4"ø C

1 1/4"ø C

2"ø C2"ø C

7AP1-1

5AP3B

1

1

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

1 1/4"ø C

1 1/4"ø C

1 1/4"ø C

1 1/4"ø C

1 1/4"ø C

1 1/4"ø C

2

3

2"ø

C

2

2

2

2

2

2

2

2

2

2

2

2

2

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

2"ø C

1 1/4"ø C

1 1/4"ø C

E4.013

E4.014

E4.015



E4.044

3AP6

4"x2" CT

6"x3" CT6"x3" CT

6"x3" CT

6"x3" CT

6"x3" CT6"x3" CT

6"x3" CT

6"x3" CT

12"x

6"

CT

12"x6" CT

4"x

2"

CT

4"x

2"

CT

4"x2" CT

4"x

2"

CT

5AP44AP6A

5AP2

5AP5

4"x2" CT

5AP6

4AP6B

4"x2" CT4"x2" CT

4"x

2"

CT

4AP6C

4"x

2"

CTPHYSICAL

INVESTIGATIONROOM


ROOM


DRUG STORE ROOM

BALANCE ROOM

OFFICE

8"x

4"

CT

GENERAL PROCESSING EQUIPMENT POWER NOTE

1. SUCCESS RESPONSIBLE FOR PROVIDING CABINETS 0AP, 1AP, 2AP, 3AP, 4AP, 5AP, 7AP, AND 8AP. ECRESPONSIBLE FOR WIRING AND TERMINATIONS TO CABINETS 0AP, 1AP, 2AP, 3AP, 4AP, 5AP, 7AP, AND 8AP.SUCCESS RESPONSIBLE FOR ALL WIRING AND TERMINATIONS BEING FED FROM CABINETS 0AP, 1AP, 2AP, 3AP,4AP, 5AP, 7AP, AND 8AP. EC RESPONSIBLE FOR PROVIDING ALL RACWAYS. REFERENCE RISER DIAGRAM ONSHEET E8.01 FOR PROCESS EQUIPMENT POWER RESPONSIBILITIES. REFERENCE PROCESS EQUIPMENT MEPROUGH INS ON SHEET E4.06.

KEYED POWER NOTES

1 CABLE TRAY MOUNTED AT 14'-0" A.F.F.

3/4" CONDUIT STUBBED UP TO 0'-3/4" A.F.F.

TRAVEL SWITCH CONNECTION BOX EMBEDDED IN GROUND.

2

3







(FAX)(304) 624-7831


2/28/2017 8:45:32 AM



02/28/2017

ADS


POWER PLAN DISTRIBUTION PLAN - PROCESSING EQUIPMENT


POWER PLAN DISTRIBUTION PLAN - PROCESSING EQUIPMENTGMC 02/28/17GMC 02/28/170' 10' 20' 40' 1/16" = 1'-0"E4.011111

FIRST FLOOR POWER DISTRIBUTIONPLAN - PROCESSING EQUIPMENT

0' 10' 20' 40' 1/16" = 1'-0"E4.012222MEZZANINE 1 POWER DISTRIBUTIONPLAN - PROCESSING EQUIPMENT

0' 5' 10' 20' 1/8" = 1'-0"E4.014444

ENLARGED MIXING & BATCHINGLEVEL 1 POWER DISTRIBUTION PLAN- PROCESSING EQUIPMENT

0' 5' 10' 20' 1/8" = 1'-0"E4.015555

ENLARGED MIXING & BATCHINGLEVEL 2 POWER DISTRIBUTION PLAN- PROCESSING EQUIPMENT

0' 5' 10' 20' 1/8" = 1'-0"E4.013333

ENLARGED LABORATORY POWERDISTRIBUTION PLAN - PROCESSINGEQUIPMENT

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GA Y

E

. A

0AP

1.4.7

0AP

6"x3" CT 12"x6" CT

8"x4" CT


1 1/4"ø C

1AP 1AP31AP21AP1A

1.3.11 1.3.11 1.3.11

1AP2 1AP2 1AP2

1.3.15

1AP2

1.3.12 1.3.12

1.3.17

1.3.161AP2

1AP2

1AP2

1AP2

1.4.4

1.4.10

1AP1A

1.4.3

1AP1A

1AP1A

8"x

4"

CT

1.4.9

1AP1A

1AP1B

6"x3" CT

1.3.13 1AP2 1.3.131AP2

2"ø C2"ø C

2"ø C2"ø C2"ø C 2"ø C2"ø C2"ø C

2"ø C2"ø C2"ø C

2"ø C2"ø C2"ø C2A

P2A

P1

2AP2

2AP3

2AP4

1.3.2

1.3.6

1.3.7

1.3.9 1.3.4

2AP1

2AP1

2AP1

2AP3

2AP2

1 1

/4"ø

C

ON TOP OF SILO

1.3.8

2AP1

1 1/4"ø C

2"ø C2"ø C

2"ø

C

2"ø

C









(FAX)(304) 624-7831


2/28/2017 8:45:33 AM


1/8" = 1'-0"KEYSER, WV

02/28/2017

ADS


ENLARGED POWER PLAN - PROCESSING EQUIPMENT


ENLARGED POWER PLAN - PROCESSING EQUIPMENTGMC 02/28/17GMC 02/28/17

0' 5' 10' 20' 1/8" = 1'-0"E4.021111FIRST FLOOR POWER PLAN - PANEL0AP



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. A

3AP3AP1

3AP2B

3AP4

2.2.3

2.2.3

2.1.16

2.9

3AP5

3AP4

E4.032


E4.033

E4.0341

2"ø C

3AP5

4"x

2"

CT

3AP2A3AP3



3AP2A

3AP2A

3AP3AP

8"x4" CT

8"x

4"

CT

8"x4" CT12"x6" CT4"x2" CT

6"x

3"

CT

4"x2" CT

4"x2" CT

1 1/4"ø C1 1/4"ø C

1 1/4"ø C

1 1/4"ø C

2"ø

C

1 1/4"ø C

1 1/4"ø C

2"ø

C2"ø

C2"ø

C2"ø

C2"ø

C2"ø

C2"ø

C2"ø

C2"ø

C2"ø

C2"ø

C

2.1.5

3AP1

2.1.15

3AP3

3AP62.1.10

3AP1

2.1.10

3AP1

2.1.112.1.11

3AP1

3AP1

2.1.14

3AP1

6"x3" CT

12"x6" CT

6"x3" CT 6"x3" CT6"x3" CT

6"x3" CT6"x3" CT

12"x6" CT

1

2

1.1.5

2.1.18

3AP6

3AP1 1.1.5

1.1.5

3AP1

3AP1

1.1.5

3AP1

1.1.6

3AP1

1.1.63AP1

1.1.6

3AP1

1.1.6

3AP1

2.1.13

3AP1

4"x

2"

CT

4"x2" CT

4"x

2"

CT

4"x

2"

CT

2

1.1.8

3AP1

1.1.8

3AP1

1.1.8

3AP1

1.1.8

3AP1

KEYED POWER NOTES

1 12" X 6" CABLE TRAY FROM LEVEL 1 TO MIXING & BATCHING LEVEL 1.

4" X 2" CABLE TRAY FROM MIXING & BATCHING LEVEL 1 TO MIXING & BATCHING LEVEL 2.2









(FAX)(304) 624-7831


2/28/2017 8:45:36 AM



02/28/2017

ADS






0' 5' 10' 20' 1/8" = 1'-0"E4.032222MIXING & BATCHING LEVEL 1 POWERPLAN - PANEL 3AP



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. A

4AP

4AP1

4AP4

4AP3

2.3

2.3.1

2.3.2 2.3.2

4AP1

4AP14AP1

4AP1

2.2.6

2.4

2.7

4AP4

4AP2

4AP3

2"ø C

2"ø C

1

2

3

4AP2

8"x

4"

CT

3"ø C3"ø C


2"ø C2"ø C2"ø C

2"ø C

2"ø C2"ø C

2"ø C

5AP

5A

P3A

5AP1

5.6

6.1

5AP1

5AP3A5AP3B

6"x3" CT

5A

P3B

6"x

3"

CT

4"x2" CT

1"ø C

1"ø C1"ø C

8"x4" CT

6"x3" CT

6"x3" CT

6"x3" CT

6"x3" CT 6"x3" CT

6"x3" CT

6"x3" CT

6"x3" CT

8"x4" CT

2"ø C2"ø C

2"ø C2"ø C

2"ø C2"ø C

1

2

KEYED POWER NOTES

1 6" X 3" CABLE TRAY TO WATER PUMPS ON HILL.

8" X 4" CABLE TRAY FROM LEVEL 1 TO MEZZANINE 1.2

5AP44AP6A

5AP2

5AP5

4"x2" CT

5AP6

4AP6B

4"x2" CT4"x2" CT

4"x

2"

CT

4AP6C

4"x

2"

CTPHYSICAL

INVESTIGATIONROOM


ROOM


DRUG STORE ROOM

BALANCE ROOM

OFFICE

8"x

4"

CT

5.8

5AP4

2









(FAX)(304) 624-7831


2/28/2017 8:45:38 AM



02/28/2017

ADS







0' 5' 10' 20' 1/8" = 1'-0"E4.044444MEZZANINE 1 POWER PLAN - PANEL5AP

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3.11

3.12 3.123.12 3.123.12 3.123.123.123.12 3.123.12 3.123.12 3.123.12 3.123.12 3.123.12 3.123.12 3.123.12 3.123.12 3.12

3.18

3.16

3.8

7AP3A

7AP6

7AP

7AP1

7AP2

7AP3A

7AP5

7AP6

7AP1-1

7AP5

7AP7

3.15

7AP1

4"x

2"

CT

2"ø C

6"x3" CT

7AP7

3.2

7AP4A

7AP4A

3.2

7AP4A

3.2

7AP4A

3.2

7AP4A

7AP4C

7AP3B

7AP4B

3.147AP4A

3.14

7AP4A

3.14

7AP4A

3.13

7AP3A

3.12

3.17

7AP2

7AP1-1

2"ø C

6"x3" CT

4"x

2"

CT 2"ø C

2"ø C

4"x2" CT


3/4"ø C3/4"ø C

3/4"ø C

3/4"ø C3/4"ø C

2"ø C


6"x3" CT4"x2" CT

6"x3" CT

3/4"ø C

3/4"ø C

2"ø

C

2"ø C2"ø C

3/4"ø C

2"ø C

2"ø C2"ø C

2"ø C2"ø C

2"ø

C

3/4"ø C3/4"ø C

3/4"ø C

3/4"ø C

3/4"ø C

3/4"ø C

2"ø

C2"ø

C2"ø

C

2"ø C

3/4"ø C3/4"ø C

3/4"ø C3/4"ø C

3/4"ø C3/4"ø C

1.2.3

1.2.4

1.2.5

1.2.7

1.2.9

8AP2

8AP1

8AP2

8AP2

8AP3

8A

P2

8A

P3

8A

P1

8A

P

8AP4

1.4.11

8AP4

1.2.2

8AP1

1 1

/4"ø

C

1 1

/4"ø

C1 1

/4"ø

C

1 1/4"ø C

4"x

2"

CT

2"ø C2"ø C









(FAX)(304) 624-7831


2/28/2017 8:45:41 AM


1/8" = 1'-0"KEYSER, WV

02/28/2017

ADS







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(FAX)(304) 624-7831


2/28/2017 8:45:41 AM


KEYSER, WV

02/28/2017

ADS


PROCESS EQUIPMENT MEP ROUGH INS


PROCESS EQUIPMENT MEP ROUGH INSGMC 02/28/17GMC 02/28/17

FACTORY PROCESS EQUIPMENT SCHEDULE

ITEM NO Q'TYNAME OF EQUIPMENT, MACHINES AND

TECHINCAL MATERIALSPOWER

(KW)POWER

(HP)VOLTAGE

DOMESTICWATER

PROCESS WATER COOLING WATEREFFLUENT

WATERSANITARY GAS STEAM CONDENSATE

COMPRESSEDAIR

DETAILED DESCRIPTION REMARK

1.1.1 1 LIME POWDER SILO Ø4*10M; V=120M3

1.1.2 1 GYPSUM POWDER SILO Ø4*10M; V=120M3

1.1.3 2 CEMENT SILO Ø4*10M; V=120M3

1.1.4 4BOTTOM VALVE OF FINISHED SILO

(SEALING SPIRAL GATE) 300*300

1.1.5 4SCREW CONVEYOR FOR CEMENT

FEEDING(FREQUENCY CONTROL)

12 16.09LSY300; L=3M; MOTOR: SIEMENS BEIDE ,OUTLET USES FLEXIBLE CONNECTION

1.1.6 4 LUMP BREAKING HOPPER 1 1.34300MM; PURPOSE: TO BREAK THE LIKELYFINISHED LUMP DEPOSITED INSIDE SILO

1.1.7 4 PRESSURE RELIEF VALVEUSED TO PROTECT THE POWDER SILO

WHEN OVERPRESSURE,.

1.1.8 4DUST COLLECTOR ON TOP OF

POWDER SILO (INCLUDING FAN)12 16.09

7 CFM @ 72.5PSI - 101 PSI,

1/2"CONNECTION

AIR VOLUME:2900~4300M3/H 1706 - 2530 CFM

1.2THE FINISHED PRODUCT WASTE

RECYCLING PROCESSING

1.2.1 1FEEDING HOPPER FOR FINISHED

LUMPS 3360*3360MM IT HAS CURTAIN

1.2.2 1 JAW-CRUSHER 30 40.22 PE400*600MM OUTLET FINENESS:40~100MM

1.2.3 1 BELT CONVEYOR 4 5.36 B650*11M,BELT SPEED1.0M/S

1.2.4 1 ROLL CRUSHING MILL 11 14.75 2PG400*250 OUTLET FINENESS: 5~8MM

1.2.5 1 DUST COLLECTOR FOR JAW CRUSHER 5.5 7.37

8.5 CFM @72.5 PSI - 101

PSI, 1/2"CONNECTION

HMC-80(A),AIRVOLUME4500~6000M3/H ITIS FOR TWO CRUSHERS

2648 - 3531 CFM

1.2.6 1 FEEDING PIPE OF CRUSHER MADE ON SITE AND REFER TO DRAWING

1.2.7 1 BUCKET ELEVATOR 7.5 10.05TH250*20M;CONVEYING

CAPACITY30M3/H

1.2.8 1 WASTE FINISHED PRODUCT SILO Ø3*8M; 80M3

1.2.9 1 VIBRATING FEEDER

1.3 FLY ASH PROCESSING

1.3.1 1 FLY ASH POWDER SILOV=300M3, Ø6×10M, PLATE THICKNESS 8MM;

INCLUDING STEEL SUPPORTS, ETC.

1.3.2 1DUST COLLECTOR ON TOP OF

POWDER SILO (INCLUDING FAN) 3 4.02

7 CFM @ 72.5PSI - 101 PSI,

1/2"CONNECTION

AIR VOLUME:2900~4300M3/H 1706 - 2530 CFM


(SEALING SPIRAL GATE) 300X300

1.3.4 1 SILO WALL VIBRATOR 0.4 0.54

MODEL: ZFB-6; VIBRATION FORCE: 500KG;VIBRATION FREQUENCY: 3000 TIMES/MIN;

AMPLITUDE OF VIBRATION: 2MM

1.3.5 1 PRESSURE RELIEF VALVE

USED TO PROTECT THE POWDER SILOWHEN OVERPRESSUREVENTILATORY

CAPACITY:200M3/H;980PA

1.3.6 1METERING SCALE WITH SPIRAL

GOVERNOR6 8.04

GLLS-300 (WITH SCREW FEEDER);SPECIFICATION: � 300;

MEASURING RANGE 0-30M3/H;MEASURING ACCURACY: ±0.5%

1.3.7 1DUST COLLECTOR FOR FLY ASH

DISCHARGE HOPPER5.5 7.37

8.5 CFM @72.5 PSI - 101

PSI, 1/2"CONNECTION

HMC-80(A),AIRVOLUME4500~6000M3/H IT

IS USED FOR TWOCRUSHERS

2648 - 3531 CFM

1.3.8 1BEATING MACHINE (MIXER) IN FLY ASH

SLURRY POOL7.5 10.05

CONCRETE POOL; Ø1800; ROTATING SPEEDOF BLADE:24.5RPM,MOTOR: SIEMENS BEIDE

1.3.9 1 SLURRY PUMP 18.5 24.80

80YS-80, H=18M,Q=80M3/H,EFFECTIVE

DEPTH: 2M; MOTOR: SIEMENS BEIDE

1.3.10 3CASING OF 50M3 SLURRY

STORAGE TANK1" COND SUPPLY

FROM POOLCASING WILL BE FABRICATED IN THE FIELD;

Ø4×4.5M;

1.3.11 3BEATING MACHINE (MIXER) IN 50M3

SLURRY TANK66 88.47

Ø4×4.5M; ROTATING SPEED OFBLADE:11RPM,MOTOR: SIEMENS BEIDE

1.3.12 2BEATING MACHINE (MIXER) ININTERMEDIATE SLURRY POOL

15.0 20.112" COND SUPPLY

FROM POOL

CONCRETE POOL; Ø1400;ROTATING SPEEDOF BLADE:24.5RPM, MOTOR: SIEMENS BEIDE

1.3.13 2 SLURRY CIRCULATION PUMP 37.0 49.6080YS-80, H=18M, EFFECTIVE DEPTH: 2M;

MOTOR: SIEMENS BEIDE

1.3.14CASING OF 50M3 RECYCLED SCRAP

SLURRY TANK1" COND SUPPLY

FROM POOL

CASING WILL BE FABRICATED IN THE FIELD;Ø4×4.5M

1.3.15 1BEATING MACHINE (MIXER) IN 50M3RECYCLED SCRAP SLURRY TANK

22 29.49Ø4×4.5M; ROTATING SPEED OF

BLADE:11RPM,MOTOR: SIEMENS BEIDE



FROM POOL


1.3.17 1 SCRAP SLURRY CIRCULATION PUMP 18.5 24.8080YS-80, H=18M, EFFECTIVE DEPTH: 2M;


1.4SAND PROCESSING

1.4.1 1 FEEDING HOPPER FOR SAND LUMPS4700X2340 IT HAS CURTAIN, REFER TO

DRAWING

1.4.2 1 SPIRAL THROTTLE VALVE500X500

1.4.3 1 BELT CONVEYOR FOR SAND 7.5 10.05

TD75,10-20T/H; B=650; L=5.5M; BEVEL-TYPE;CONVEYANCE SPEED V=0.5M/S;

POWER: 7.5KW

1.4.4 1BELT CONVEYOR FOR SAND (WITH

WEIGHTING SCALE) 7.5 10.05TD75,10-20T/H; B=650; L=15.5M; BEVEL-TYPE;

CONVEYANCE SPEED V=1.M/S; POWER:

1.4.5 1 FEEDING HOPPER FOR BALL MILL MADE ON SITE

1.4.6 1 FEEDING SPRAY DEVICE2" COND SUPPLY

FROM POOL

1" COOLING TOWERWATER SUPPLY, 1"COOLING TOWERWATER RETURN

REFER TO DRAWING IA1,

1.4.7 1BALL MILL FOR WASTE FINISHEDPRODUCT (EXCLUDING BALLS)

380 509.39 1.5 TONS / HRØ2.2×7.5M; WITH RUBBER LINER;

Q=16-29T/H;ROTATE SPEED:21RPM/MINPOWER OF MOTOR: 380KW,480V

1.4.8 34 GRINDING BALLS FGFS34T34T;REFERENCE DOSAGE:

CD18MM*20MM 6 T CD30MM*35 11 T CD35MM*40 11 T CD50MM*60 6 T

1.4.9 1BEATING MACHINE (MIXER) IN SAND

INTERMEDIATE SLURRY POOL7.5 10.05

2" COND SUPPLYFROM POOL

1" COOLING TOWERWATER SUPPLY, 1"COOLING TOWERWATER RETURN


1.4.10 1SAND SLURRY CIRCULATION PUMP

MRLF65FG18.5 24.80

80YS-80, H=18M, EFFECTIVE DEPTH: 2M;MOTOR: SIEMENS BEIDE

2 BLENDING AND FORMING PROCESS

2.1 DOSING AND MIXING SYSTEM

2.1.1 1

ELECTRONICAL AUTO-DOSING SCALE#1 FOR LIME AND GYPSUM (POWDER) PNEUMATIC

CONTROL

V=1.68M3,G=1000KG OUTLET USESFLEXIBLE CONNECTION AND DN300

PNEUMATIC BOTTOM VALVE

DN300

2.1.2 1 AIR HAMMER YES

TO BE INSTALLED ON ITEM 2.1.1; WORKINGPRESSURE: 37KGF/CM2,IMPACT

FORCE:0-7.4KGM/SEC

2.1.3 1ELECTRONICAL AUTO-DOSING SCALE

#2 FOR CEMENT (POWDER )PNEUMATICCONTROL



DN300

2.1.4

1 AIR HAMMER YES TO BE INSTALLED ON ITEM 2.1.3; WORKINGPRESSURE: 37KGF/CM2,IMPACT

FORCE:0-7.4KGM/SEC

2.1.5 1

SCREW CONVEYOR AT THE BOTTOMOF AUTO-DOSING SCALE(FREQUENCY CONTROL)

3 4.02

LSY300×3M, 25M3/H; MOTOR: SIEMENSBEIDE TWO SCALES USE ONE SCREWCONVEYOR , OUTLET USES FLEXIBLECONNECTION , INCLUDE EXHAUSTING

DEVICE AND SUPPORT

2.1.6 1

ELECTRONICAL DOSING SCALE FORFRESH SLURRY PNEUMATIC

CONTROL

V=4M3,G=8000KG; METERING TANK BODYAND SUPPORTS ARE INCLUDED.

IT USES DN150 PNEUMATIC BOTTOM

DN150

2.1.7 1ELECTRONICAL DOSING SCALE FOR

WASTE SLURRYPNEUMATICCONTROL


DN150

2.1.8 1ELECTRONICAL SCALE FOR

ALUMINIUM PASTE G=100KG

2.1.9 1AUTOMATIC ELECTRONICAL DOSING

SCALE FOR WATERPNEUMATICCONTROL

V=2.8M3, G=2800KG IT USES DN150PNEUMATIC BOTTOM VALVE

DN150

2.1.10 2

MIXER FOR ALUMINIUM SLURRY(INCLUDING METERING OF LIQUID

LEVEL; INCLUDING COOLING WATERJACKET AND STAINLESS STEEL

INNER)

4.4 5.90

1"DOMESTIC

WATERSUPPLY

CWS & CWRPNEUMATICCONTROL

V=1M3; MOTOR: SIEMENS BEIDE

2.1.11 2ALUMINIUM LIQUID PUMP (INCLUDING

FLOW CONTROL) 1.5 2.01 EH164-V-W201,FLOW:2M3/H

2.1.12 1DOSING SCALE FOR ALUMINIUM

LIQUIDPNEUMATICCONTROL

V=0.5M3

2.1.13 1 ALUMINIUM PASTE MIXER 0.6 0.80 PNEUMATICCONTROL

V=0.065M3

2.1.14 1 POURING MIXER 45 60.32PNEUMATICCONTROL

V=4.8M3, 45KW DN200

2.1.15 1BUBBLE REMOVER (USED TO GET RID

OF THE AIR ENTERING THE MOULDDURING POURING)

10.1 13.54

LIFTING STYLE; 12 PIECES OF VIBRATIONBAR; USED TO GET RID OF THE AIR

ENTERING THE MOULD DURING POURING;MOTOR: SIEMENS BEIDE

2.1.16 1CONVEYING FERRY TROLLEY FOR

POURING 4.8M MOULD 7.7 10.32SPACING OF TOP RAILS: 800MM; MOTOR:

SIEMENS BEIDE

2.1.17 2 WATER TANK FOR GRINDING HEAD2" WATERINLET &OUTLET

2" COND SUPPLYFROM POOL

3M3 (HOT WATER TANK AND ONEROOM-TEMPERATURE WATER TANK

RESPECTIVELY)

3M3

2.1.18 1 ELECTRIC HOIST 1.5 2.01CD1-1T; MOUNTED ABOVE ITEM 2.1.25;MAXIMUM LIFTING LOAD IS 1 TON; FOR

MAINTENANCE AND HANDLING USE.




(KW)POWER

(HP)VOLTAGE

DOMESTICWATER

PROCESSWATER

COOLINGWATER

EFFLUENTWATER

SANITARY GAS STEAM CONDENSATECOMPRESSED

AIRDETAILED DESCRIPTION REMARK

2.2 FORMING SECTION

2.2.3 22 DRAWING MACHINE FOR MOULD 16.5 22.12PNEUMATICCONTROL

V=5.5M/MIN

2.2.4 28 RADIATORS IN PRE-CURING ROOM 72.5 PSI D57-6-4M,WORKING PRESSURE:0.5MPA2 1/4" RADIATOR PIPESIZE 4 1/4" MAIN PIPE

SIZE

2.2.5 3ACCURATE POSITIONING

DEVICE FOR MOULD4.5 6.03

2.2.6 1

CUTTING AND HANDLING MECHANISM,INCLUDING HYDRAULIC STATION AND

SYNCHRONOUS TILTING HANGER.USED FOR TILTING, HANDLING,

DEMOULDING AND MOULD ASSEMBLY

14 18.77

GERMANY-ORIGIN TECHNOLOGY; LK=8M,P=7.5T+7.5T; WITH SYNCHRONOUS TILTING

HANGER. USED FOR TILTING,TRANSPORTATION,

DEMOULDING AND MOULD ASSEMBLY.

2.3 1 CUTTING MACHINE 24 32.17AIR

CYLINDER< 72.5 PSI

4800X1200X608MM; MINIMAL LONGITUDINAL WIRESPACING 0.25"; MININAL HORIZONTAL WIRESPACING 0.5"; ALL IN TENSIONING BY AIR

CYLINDER; TWO-WAY JIGGING MOTION OFHORIZONTAL CUTTING WIRE, WITH SLOTTING

DEVICE

2.3.1 1BEATING MACHINE (MIXER) IN

RECYCLING SLURRY POOL11 14.75

#"CONDSUPPLYFROMPOOL

Ø3M×2.5M; RPM: 24.5; MOTOR: SIEMENS BEIDE

2.3.2 2 SLURRY PUMP 37 49.6080YS-80, H=18M, EFFECTIVE DEPTH: 2.1M;

Q=80M3/H; MOTOR: SIEMENS BEIDE

2.4 1

AERIAL TURNOVER AND BOTTOMSCRAP REMOVAL MECHANISM,INCLUDING AERIAL TURNOVER

HANGER FOR REMOVAL OF BOTTOMSCRAP, AND HYDRAULIC AND

SYNCHRONIZATION DEVICE, FORTILTING, REMOVAL OF BOTTOM

SCRAP, GROUPING AND HANDLING OFAUTOCLAVING TROLLEY, ETC.

25.5 34.18WITH HYDRAULIC AND SYNCHRONIZATION

DEVICE;P=7.5T+7.5T, LK=8M

2.5 1ACCURATE POSITIONING DEVICE FOR

TROLLEYS1.5 2.01

2.6 1ANTI-SIDE-TILT BLOCK (FOR

GROUPING SECTION)

2.7 1GROUPING MACHANISM FOR

SEMI-FINISHED PRODUCT (WITH SYNCDEVICE)

18 24.13LK=8M; P=10T+10T; WITH

SYNCHRONIZATIONDEVICE; MOTOR: SIEMENS BEIDE

2.8 20

RADIATORS IN PRE-CURING ROOM

72.5 PSI D57-6-4M,WORKING PRESSURE:0.5MPA2 1/4" RADIATOR PIPESIZE 4 1/4" MAIN PIPE

SIZE

2.9 1 AUMATIC MOULD OILING MACHINE 0.8 1.07# CFM @ 87

PSIPRESSURE OF COMPRESS AIR: 0.6MPA

3

AUTOCLAVING ANDPACKAGING

SECTION

3.1 25TROLLEYS TO TRANSPORT

SEMI-PRODUCT TOAUTOCLAVE

192"X48"X24"; DISTANCE OF WHEELS IS 31.5";THREE ROWS OF "CAKE" WILL BE PLACED ONTO IT;

POSITIONING PLATE IS INCLUDED

3.2 4DRAWING MACHINE FOR

GROUPING LINES16 21.45 V=10.2M/MIN; MOTOR: SIEMENS BEIDE

3.3 4 AUTOCLAVE217.5 PSI, 1/2"STEAM RELIEF

PIPINGSTEAM CONDENSATE

INSIDE DIAMETER IS 2.5M; EFFECTIVE LENGTH IS31M; DESIGN PRESSURE IS 1.6MPA, WORKING

PRESSURE IS 1.5MPA; AUTOCLAVE DOOR WILL BEOPENED MANUALLY FOR SAFETY PURPOSE

(MEET THEREQUIREMENTS

OF AMERICAN ASME)

3.4 4INSULATION MATERIAL FOR

AUTOCLAVE BODY AND STEAMPIPELINE

PLEASE REFER TO THE ANNEX 1

3.8 1

CONVEYING FERRY TROLLEY FOR INAND OUT OF AUTOCLAVE(WITH

ELECTRIC BRIDGE DEVICE)8 10.72

WITH AUTOMATIC POSITIONING OF FRICTIONALWHEEL; SPACING OF TOP RAILS: 800MM; MOTOR:

SIEMENS BEIDE

3.11 1

HANDLING MECHANISM AFTERAUTOCLAVING (INCLUDING

SYNCHRONIZATION HANGER)10.5 14.08

LK=8M, P=5T+5T; INCLUDINGSYNCHRONOUS

HANGER

3.12 29ROLLER FOR SIDE PANEL (INCLUDINGCLEANING MACHINE FOR SIDE PANEL) 16.8 22.52

CONVEY SPEED 12.8M/MIN , MOTOR POWER0.37*13+0.75*16=16.8KW MOTOR: SIEMENS BEIDE

3.13 1CLEANING MACHINE FOR SIDE PANEL

(INCLUDING DUST COLLECTOR) 8.3 11.13Air flow volumn of dust collection: 4500 m3/h

Motor: Siemens Beide

3.14 3 DRAWING MACHINE FOR RETURN LINE 12 16.09 V=10.2M/MIN; MOTOR: SIEMENS BEIDE

3.15 1 BLOCK SEPARATING MACHINE 30 40.22 NOMINAL SIZE:192"X48"X24"

3.16 1

TRANSPORTATION MECHANISM FORFINISHED PRODUCT (INCLUDING

HYDRAULIC STATION,SYNCHRONOUS

HOLDING DEIVCE FOR FINISHEDPRODUCT)

18 24.13

LK=8M, P=6T+6T; MAXIMUM LIFTING STROKE IS1600MM; NORMINAL HYDRAULIC PRESSURE IS

14MPA; WORKING PRESSURE IS 10MPA; MOTOR:SIEMENS BEIDE

3.17 1CONVEYING LINE FOR WOODEN

PALLETS 17.5 23.46

FINISHED )AA2K4TIAA (*4.8MRE1180*1160*120MML=26M,MOTOR: SIEMENS BEIDE THE SIZE OF

PALLET : 1180MM*1160MM*120MM

3.18 1FULLY-AUTOMATIC PALLET-TYPE

STRAPPING MACHINE1.6 2.14

# CFM @ 58 -87 PSI

MODEL: MH-105A; STRAPPING SPEED:2.0SEC./STRAP; PALLET SIZE: 1.2MX1.2MX1.35M

3.24 1

BRIDGE TROLLEY BEFORE AUTOCLAVE

4ELECTRICAL CONTROL SYSTEM

1,E1IN.VIATA

5 OTHER SYSTEMS 4V-LATA

5.6 1

COMPRESSED AIR SUPPLY SYSTEM(INCLUDING ONE SET OF AIR

CMPRESSOR, ONE SET OF AIRCOOLED FREEZE DRIER (CAPACITY:6M3/MIN, POWER: 2.0KW); TWO SETSOF PRECISE FILTER (MODEL JD-60Q;

CAPACITY: 6M3/MIN; MAX. PRESSURE:1.0MPA) AND TWO SETS OF AIR

STORAGE TANK IN CAPACITY OF 4M3EACH, AND VALVES AND

COMPRESSED AIR PIPELINE, ETC.)

37 49.60

215.41 CFM@ 101.5 PSI,

2-1/2"CONNECTION

6.1M3/MIN; P=0.7MPA; 37KW; USED FORCONVEYING LIME POWDER BY MEANS OF CONEPUMP; INCLUDING ONE SET OF AIR CMPRESSOR,

ONE SET OF AIR COOLED FREEZE DRIER(CAPACITY: 6M3/MIN, POWER: 2.0KW); TWO SETSOF PRECISE FILTER (MODEL JD-60Q; CAPACITY:

6M3/MIN; MAX. PRESSURE: 1.0MPA) AND 1 SETS OFAIR STORAGE TANK IN CAPACITY OF 4M3 EACH,

AND VALVES AND COMPRESSED AIR PIPELINE, ETC.

215.41 CFM

5.7 3 STEAM DISTRIBUTION CYLINDER 215 PSI Ø350 IN 3 PCS(MEET THE

REQUIREMENTSOF AMERICAN ASME)

5.8 1 VACUUM PUMPS 18.5 24.80

18.5 - 21 GPMWATER

CONSUMPTION,1" CONNECTION

423 CFM MAXIMUMVACUUM RATE

6HOT STEAM SUPPLYING SYSTEM

(INCLUDING BOILER)

6.1 1 BOILER 6T 50 67.0360 C

FEEDWATERTEMPERATURE

15396CFH

6 TONS / HOUR@ 232 PSI

MODEL: WNS6-1.6-Y(Q); 6T/H; 1.6MPA; ;1.6T/H;FENATURAL GAS EDWATER TEMPERATURE: 20�;SATURATED STEAM TEMPERATURE: 204�; TWO

SAFETY VALVE

(MEET THEREQUIREMENTS OFAMERICAN ASME)

6.2 1 WATER SOFTENING TANK YES 15M3

6.3 1

VARIOUS TYPES OF VALVE,BIBCOCK

AND PIPE (PLACED WITHIN BOILERHOUSE)

IT IS INCLUDED IN ITEM 6.1

7 1 LAB DEVICE AND TEST EQUIPMENT 20 26.81 REFER TO ANNEX 8 THE LIST OF EQUIPMENT IN LAB

8 1

TRANSFORMER SYSTEM ANDWORKSHOP POWER DISTRIBUTION(INCLUDING TRANSFORMER ANDPOWER DISTRIBUTION HOUSE)

INCLUDING METERING,COMPENSATION,

POWEROUTPUT CABINETS

BY BUYER

9 1DIESEL GENERATOR SET (FOR

STAND-BY PURPOSE)400KVA BY BUYER

10 1OIL TANK UNDERGROUND, OIL PUMP,

PIPES & VALVESUSED FOR GENERATOR; 5M3/5000L BY BUYER

1.4.11 SINGLE-GIRDER CRANE1 5 6.70P=3T; LK=10.6M; RAIL TOP IN ELEVATION OF

8M; REMOTE WIRELESS CONTROL

0.2 0.27

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V I R GI

SIONAL EN

13460

STATE OF

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PROF

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. A







(FAX)(304) 624-7831


2/28/2017 8:45:41 AM


KEYSER, WV

02/28/2017

ADS


PANEL SCHEDULES ADS 02/28/17030-2968 AMERICA'S BEST BLOCK

PANEL SCHEDULESGMC 02/28/17GMC 02/28/17

AMPS 162 A 164 A

TOTAL VA 134644 VA 136419 VA

VENTILATION 6411 VA 100.00% 6411 VA

MISCELLANEOUS 85244 VA 100.00% 85244 VA

HEATING 23100 VA 100.00% 23100 VA

A/C 6491 VA 100.00% 6491 VA 2. PROVIDE A FULLY RATED EQUIPMENT GROUND BUS.

RECEPTACLE 6300 VA 100.00% 6300 VA 1. PROVIDE A FULLY RATED NEUTRAL BUS.

LIGHTING 7098 VA 125.00% 8873 VA NOTES:

LOAD CONN DF DEM

TOTAL VA: 134644 VA

SUBTOTAL Ph C VA: 43548 VA BUS AMPACITY = 200A

SUBTOTAL Ph B VA: 44745 VA MAIN LUGS = 200A

SUBTOTAL Ph A VA: 46351 VA MAIN BREAKER =

41 15569 VA -- -- -- 42

39 16927 VA -- -- -- 40

37 17733 VA 3 100 A TRANSFORMER T1 38

35 36

33 34

31 32

29 30

27 28

25 26

23 24

21 22

19 20

17 3880 VA -- -- -- 18

15 3880 VA -- -- -- 16

13 3880 VA 3 25 A MISC P-4 14

11 3880 VA -- -- -- 12

9 3880 VA -- -- -- 10

7 LGT EXTERIOR 20 A 1 800 VA 3880 VA 3 25 A MISC P-3 8

5 LGT LEVEL 1 20 A 1 2206 VA 18013 VA -- -- -- 6

3 LGT HIGH BAY 20 A 1 2046 VA 18013 VA -- -- -- 4

1 LGT HIGH BAY 20 A 1 2046 VA 18013 VA 3 100 A MISC AC1 2

# LOAD BKR POLES A B C POLES BKR LOAD #

480/277 Wye 3 4

MTG: SURFACE VOLTS PH W

MODEL: PRL-1a

MANUFAC: CUTLER-HAMMER FED FROM: MDS AIC RATING: 22,000

LOCATION: PRODUCTION FLOOR 48 PANEL: 4P1 PROJECT AMERICA'S BEST BLOCK

AMPS 83 A 86 A

TOTAL VA 69184 VA 71270 VA



HEATING 30221 VA 100.00% 30221 VA




LOAD CONN DF DEM

TOTAL VA: 69184 VA




41 19555 VA -- -- -- 42

39 19599 VA -- -- -- 40


35 36

33 34

31 32

29 30

27 28

25 26

23 24

21 22

19 20

17 18

15 16

13 LGT EXTERIOR 20 A 1 726 VA 14

11 LGT SLURRY RM 20 A 1 3516 VA 12

9 LGT LEVEL 1 20 A 1 1004 VA 10

7 LGT SPRINK/ELEC/BREAK 20 A 1 1813 VA 8

5 LGT MIX & BATCH 20 A 1 1260 VA 6

3 LGT HIGH BAY 20 A 1 1860 VA 4



480/277 Wye 3 4


MODEL: PRL-1a



AMPS 158 A 155 A




HEATING 30221 VA 100.00% 30221 VA 2. PROVIDE A FULLY RATED EQUIPMENT GROUND BUS.

A/C 5492 VA 100.00% 5492 VA 1. PROVIDE A FULLY RATED NEUTRAL BUS.

RECEPTACLE 11940 VA 91.88% 10970 VA NOTES:

LOAD CONN DF DEM

TOTAL VA: 56959 VA


SUBTOTAL Ph B VA: 19599 VA MAIN LUGS =

SUBTOTAL Ph A VA: 17806 VA MAIN BREAKER = 200A

59 60

57 58

55 56

53 54

51 52

49 50

47 48

45 46

43 44

41 42

39 220 VA 1 20 A VENT EF 11 & 12 40

37 110 VA 1 20 A VENT EF10 38

35 696 VA 1 20 A VENT EF9 36

33 1920 VA 1 30 A VENT EF7 34

31 3000 VA -- -- -- 32

29 3000 VA 2 40 A MISC WH1 30

27 REC SLURRY RM 20 A 1 720 VA 1200 VA 1 20 A HEAT UH3, UH4 28

25 REC PRODUCTION FLOOR 20 A 1 360 VA 1200 VA 1 20 A HEAT UH1, UH2 26

23 REC PRODUCTION FLOOR 20 A 1 360 VA 3911 VA -- -- -- 24

21 REC PRODUCTION FLOOR 20 A 1 360 VA 3911 VA 2 50 A HEAT F-1 22

19 REC MIX & BATCH LEVEL 2 20 A 1 720 VA 2500 VA -- -- -- 20

17 REC MIX & BATCH LEVEL 1 20 A 1 720 VA 2500 VA 2 30 A HEAT EH6 18

15 REC SLURRY RM 20 A 1 720 VA 3750 VA -- -- -- 16

13 REC CONTROL RM 20 A 1 720 VA 3750 VA 2 50 A HEAT EH2 14

11 REC SPRINKLER RM 20 A 1 1620 VA 3750 VA -- -- -- 12

9 REC BREAK RM 20 A 1 1440 VA 3750 VA 2 50 A HEAT EH1 10

7 REC COUNTER BREAK RM 20 A 1 1500 VA 1498 VA -- -- -- 8

5 REC COUNTER BREAK RM 20 A 1 1500 VA 1498 VA 2 30 A A/C SSO-1 6

3 REC RESTROOMS 20 A 1 360 VA 1248 VA -- -- -- 4

1 REC WATER COOLER 20 A 1 1200 VA 1248 VA 2 25 A A/C CU-1 2


120/208 Wye 3 4


MODEL: PRL-1a

MANUFAC: CUTLER-HAMMER FED FROM: 4P2 VIA T2 AIC RATING: 22,000


AMPS 135 A 135 A




KITCHEN 3661 VA 100.00% 3661 VA




LOAD CONN DF DEM

TOTAL VA: 48621 VA




59 60

57 58

55 56

53 54

51 52

49 50

47 937 VA -- -- -- 48

45 937 VA -- -- -- 46

43 937 VA 3 20 A MISC P-5 44

41 1321 VA -- -- -- 42

39 1321 VA -- -- -- 40

37 1321 VA 3 20 A MISC P-2 38

35 1321 VA -- -- -- 36

33 1321 VA -- -- -- 34

31 1321 VA 3 20 A MISC P-1 32

29 1321 VA -- -- -- 30

27 1321 VA -- -- -- 28

25 1321 VA 3 20 A VENT EF6 26

23 1321 VA -- -- -- 24

21 1321 VA -- -- -- 22

19 REC AUTOCLAVE STAGING 20 A 1 360 VA 1321 VA 3 20 A VENT EF4 20

17 REC PRODUCTION FLOOR 20 A 1 360 VA 1920 VA 1 30 A VENT EF2 18

15 REC PRE-CURE RM 20 A 1 720 VA 720 VA -- -- -- 16

13 REC PRE-CURE RM 20 A 1 720 VA 720 VA 2 20 A VENT EF1 14

11 REC PRE-CURE RM 20 A 1 720 VA 1831 VA -- -- -- 12

9 REC AUTOCLAVE STAGING 20 A 1 1080 VA 1831 VA 2 25 A HEAT F-2 CKT2 10

7 REC MEZZ 1 LAB 20 A 1 1080 VA 4410 VA -- -- -- 8

5 REC MEZZ 1 LAB 20 A 1 900 VA 4410 VA 2 60 A HEAT F-2 CKT1 6

3 REC MEZZ 1 LAB 20 A 1 1440 VA 2829 VA -- -- -- 4

1 REC MEZZ 1 LAB 20 A 1 1080 VA 2829 VA 2 60 A A/C CU-2 2


120/208 Wye 3 4


MODEL: PRL-1a



ELECTRICAL CIRCUIT SCHEDULE - PANEL 4P1

PANELCIRCUITNUMBER

LOAD VOLTAGE BREAKERWIRE SIZE (Ph, N, G)

(N NOT APPLICABLE ON 2POLE BRANCH CIRCUITS)

LENGTHVOLTAGE

DROPVOLTAGEDROP %

4P1 1 LGT HIGH BAY 277 V 20 A 1-#8, 1-#8, 1-#8 336' - 0 1/32" 3.87 V 1.40%

4P1 2,4,6 MISC AC1 480 V 100 A 3-#1, 1-#1, 1-#8 41' - 3 1/32" 0.69 V 0.14%

4P1 3 LGT HIGH BAY 277 V 20 A 1-#10, 1-#10, 1-#10 259' - 8 3/4" 4.60 V 1.66%

4P1 5 LGT LEVEL 1 277 V 20 A 1-#8, 1-#8, 1-#8 365' - 8 11/16" 4.54 V 1.64%

4P1 7 LGT EXTERIOR 277 V 20 A 1-#12, 1-#12, 1-#12 425' - 7 5/32" 4.92 V 1.77%

4P1 8,10,12 MISC P-3 480 V 25 A 3-#10, 1-#10, 1-#10 77' - 8 3/8" 2.26 V 0.47%

4P1 14,16,18 MISC P-4 480 V 25 A 3-#10, 1-#10, 1-#10 71' - 2 1/4" 2.07 V 0.43%


PANELCIRCUITNUMBER



LENGTHVOLTAGE

DROPVOLTAGEDROP %

4P2 1 LGT HIGH BAY 277 V 20 A 1-#10, 1-#10, 1-#10 240' - 0 5/8" 4.26 V 1.54%

4P2 3 LGT HIGH BAY 277 V 20 A 1-#10, 1-#10, 1-#10 333' - 7 5/8" 5.38 V 1.94%

4P2 5 LGT MIX & BATCH 277 V 20 A 1-#10, 1-#10, 1-#10 350' - 0 17/32" 3.82 V 1.38%

4P2 7 LGT SPRINK/ELEC/BREAK 277 V 20 A 1-#8, 1-#8, 1-#8 356' - 6 7/32" 3.64 V 1.31%

4P2 9 LGT LEVEL 1 277 V 20 A 1-#12, 1-#12, 1-#12 260' - 7 13/16" 3.78 V 1.36%

4P2 11 LGT SLURRY RM 277 V 20 A 1-#4, 1-#4, 1-#4 454' - 1 1/32" 3.57 V 1.29%



PANELCIRCUITNUMBER



LENGTHVOLTAGE

DROPVOLTAGEDROP %

4P3 1 LGT HIGH BAY 277 V 20 A 1-#6, 1-#6, 1-#6 390' - 6 5/16" 5.14 V 1.86%

4P3 3 LGT HIGH BAY 277 V 20 A 1-#6, 1-#6, 1-#6 460' - 1 13/32" 4.84 V 1.75%

4P3 5 LGT MEZZ 1 LAB 277 V 20 A 1-#10, 1-#10, 1-#10 433' - 4 3/32" 5.23 V 1.89%

4P3 7 LGT LEVEL 1 277 V 20 A 1-#10, 1-#10, 1-#10 301' - 4 13/16" 4.94 V 1.78%

4P3 9 LGT LEVEL 1 277 V 20 A 1-#10, 1-#10, 1-#10 389' - 4 13/16" 5.20 V 1.88%

4P3 11 LGT PRE-CURE RM 277 V 20 A 1-#12, 1-#12, 1-#12 235' - 6 7/16" 4.08 V 1.47%




AMPS 78 A 83 A




KITCHEN 3661 VA 100.00% 3661 VA

HEATING 8820 VA 100.00% 8820 VA




LOAD CONN DF DEM

TOTAL VA: 64899 VA




41 16361 VA -- -- -- 42

39 14840 VA -- -- -- 40


35 36

33 34

31 32

29 30

27 28

25 26

23 24

21 22

19 20

17 LGT EXTERIOR 20 A 1 558 VA 18

15 LGT PRE-CURE RM 20 A 1 1200 VA 16



9 LGT LEVEL 1 20 A 1 1540 VA 10

7 LGT LEVEL 1 20 A 1 1890 VA 8

5 LGT MEZZ 1 LAB 20 A 1 1394 VA 6




480/277 Wye 3 4


MODEL: PRL-1a




PANELCIRCUITNUMBER



LENGTHVOLTAGE

DROPVOLTAGEDROP %

2P1 2,4 A/C SSO-2 208 V 40 A 2-#8, 1-#8, 1-#10 75' - 2 23/32" 2.44 V 1.17%

2P1 6,8 A/C SSO-3 208 V 20 A 2-#12, 1-#12, 1-#12 73' - 3 11/32" 3.05 V 1.47%

2P1 10,12 HEAT EH3 208 V 50 A 2-#6, 1-#6, 1-#10 56' - 11 3/32" 2.01 V 0.97%

2P1 11 CD PROD. FLOOR 120 V 20 A 1-#12, 1-#12, 1-#12 131' - 4 1/16" 1.58 V 1.31%

2P1 14,16 HEAT EH4 208 V 50 A 2-#6, 1-#6, 1-#10 68' - 9 11/16" 2.43 V 1.17%

2P1 18,20 HEAT EH5 208 V 50 A 2-#6, 1-#6, 1-#10 85' - 1 3/8" 3.01 V 1.45%

2P1 22 HEAT UH5 120 V 20 A 1-#12, 1-#12, 1-#12 65' - 4 21/32" 1.31 V 1.09%

2P1 24 VENT EF3 120 V 20 A 1-#12, 1-#12, 1-#12 71' - 2 13/32" 2.05 V 1.71%

2P1 26,28,30 VENT EF5 208 V 20 A 3-#12, 1-#12, 1-#12 70' - 7 17/32" 2.69 V 1.29%

2P1 32 VENT EF8 120 V 20 A 1-#12, 1-#12, 1-#12 46' - 7" 1.34 V 1.12%

2P1 34,36,38 MISC P-7 208 V 20 A 3-#12, 1-#12, 1-#12 61' - 11 21/32" 2.36 V 1.14%

2P1 40,42,44 MISC P-8 208 V 20 A 3-#12, 1-#12, 1-#12 59' - 9 3/16" 2.28 V 1.09%


PANELCIRCUITNUMBER



LENGTHVOLTAGE

DROPVOLTAGEDROP %

2P2 2,4 A/C CU-1 208 V 25 A 2-#10, 1-#10, 1-#10 91' - 4 29/32" 2.63 V 1.27%

2P2 6,8 A/C SSO-1 208 V 30 A 2-#10, 1-#10, 1-#10 60' - 10" 2.10 V 1.01%

2P2 10,12 HEAT EH1 208 V 50 A 2-#6, 1-#6, 1-#10 40' - 5 9/32" 1.43 V 0.69%

2P2 14,16 HEAT EH2 208 V 50 A 2-#6, 1-#6, 1-#10 45' - 11 1/32" 1.62 V 0.78%

2P2 18,20 HEAT EH6 208 V 30 A 2-#10, 1-#10, 1-#10 43' - 8 7/8" 2.52 V 1.21%

2P2 22,24 HEAT F-1 208 V 50 A 2-#6, 1-#6, 1-#10 51' - 5 7/16" 1.90 V 0.91%

2P2 26 HEAT UH1, UH2 120 V 20 A 1-#6, 1-#6, 1-#6 196' - 7 11/32" 1.93 V 1.61%

2P2 28 HEAT UH3, UH4 120 V 20 A 1-#6, 1-#6, 1-#6 169' - 6 3/16" 1.66 V 1.38%

2P2 30,32 MISC WH1 208 V 40 A 2-#8, 1-#8, 1-#10 50' - 10 3/8" 2.29 V 1.10%

2P2 34 VENT EF7 120 V 30 A 1-#4, 1-#4, 1-#4 197' - 4 3/8" 1.96 V 1.63%

2P2 36 VENT EF9 120 V 20 A 1-#12, 1-#12, 1-#12 50' - 6 13/32" 1.17 V 0.98%

2P2 38 VENT EF10 120 V 20 A 1-#12, 1-#12, 1-#12 43' - 0 9/16" 0.16 V 0.13%

2P2 40 VENT EF 11 & 12 120 V 20 A 1-#12, 1-#12, 1-#12 92' - 2 17/32" 0.68 V 0.56%


PANELCIRCUITNUMBER



LENGTHVOLTAGE

DROPVOLTAGEDROP %

2P3 2,4 A/C CU-2 208 V 60 A 2-#4, 1-#4, 1-#10 132' - 11 15/16" 2.24 V 1.08%

2P3 6,8 HEAT F-2 CKT1 208 V 60 A 2-#4, 1-#4, 1-#10 126' - 0 15/16" 3.31 V 1.59%

2P3 10,12 HEAT F-2 CKT2 208 V 25 A 2-#8, 1-#8, 1-#8 129' - 2 15/16" 3.55 V 1.71%

2P3 14,16 VENT EF1 208 V 20 A 2-#12, 1-#12, 1-#12 114' - 10 7/8" 3.18 V 1.53%

2P3 18 VENT EF2 120 V 30 A 1-#6, 1-#6, 1-#6 97' - 0 3/8" 1.52 V 1.27%

2P3 20,22,24 VENT EF4 208 V 20 A 3-#12, 1-#12, 1-#12 55' - 5 3/8" 2.11 V 1.02%

2P3 26,28,30 VENT EF6 208 V 20 A 3-#10, 1-#10, 1-#10 176' - 11 11/16" 4.05 V 1.94%

2P3 32,34,36 MISC P-1 208 V 20 A 3-#10, 1-#10, 1-#10 195' - 4 27/32" 4.47 V 2.15%

2P3 38,40,42 MISC P-2 208 V 20 A 3-#10, 1-#10, 1-#10 186' - 10 15/16" 4.27 V 2.05%

2P3 44,46,48 MISC P-5 208 V 20 A 3-#12, 1-#12, 1-#12 201' - 5 1/4" 5.44 V 2.62%

AMPS 139 A 139 A







LOAD CONN DF DEM

TOTAL VA: 50228 VA




59 60

57 58

55 56

53 54

51 52

49 50

47 48

45 46

43 1321 VA -- -- -- 44

41 1321 VA -- -- -- 42

39 1321 VA 3 20 A MISC P-8 40

37 1321 VA -- -- -- 38

35 1321 VA -- -- -- 36

33 1321 VA 3 20 A MISC P-7 34

31 864 VA 1 20 A VENT EF8 32

29 1321 VA -- -- -- 30

27 1321 VA -- -- -- 28

25 1321 VA 3 20 A VENT EF5 26

23 864 VA 1 20 A VENT EF3 24

21 600 VA 1 20 A HEAT UH5 22

19 3750 VA -- -- -- 20

17 REC PRODUCTION FLOOR 20 A 1 540 VA 3750 VA 2 50 A HEAT EH5 18

15 REC PRODUCTION FLOOR 20 A 1 360 VA 3750 VA -- -- -- 16

13 REC PRODUCTION FLOOR 20 A 1 360 VA 3750 VA 2 50 A HEAT EH4 14

11 CD PROD. FLOOR 20 A 1 360 VA 3750 VA -- -- -- 12

9 REC BOILER RM 20 A 1 1080 VA 3750 VA 2 50 A HEAT EH3 10

7 REC BOILER RM 20 A 1 900 VA 1082 VA -- -- -- 8

5 REC BOILER RM 20 A 1 1260 VA 1082 VA 2 20 A A/C SSO-3 6

3 REC COMPRESSOR RM 20 A 1 1260 VA 2164 VA -- -- -- 4

1 REC OFFICE 20 A 1 900 VA 2164 VA 2 40 A A/C SSO-2 2


120/208 Wye 3 4


MODEL: PRL-1a



RY

M CHNC

R

EGIS TERE

D

ST

V I R GI

SIONAL EN

13460

STATE OF

AI

N

WE R

EE

NIG

PROF

ES

GA Y

E

. A

A V

SV

1A

P-1

1A

P-2

1A

P-3

1A

P-4

1A

P-5

ST

AN

D-B

Y

REMOTEBUTTON

AUXILIARYOPERATION

BOX

10~11KV LINE

O.C.B.

COMPENSATIONSWITCH

POWER FACTORCOMPENSTAION SYSTEM

MAINSWITCH-0

MAINSWITCH-1

*00A 800A/ 630A

400A/ 300A

MAINSWITCH-2

250A/ 170A

MAINSWITCH-3

400A/ 260A

MAINSWITCH-4

400A/ 260A

MAINSWITCH-5

400A/ 365A

MAINSWITCH-6

400A/ 260A

MAINSWITCH-7

250A/ 150A

3000A POWER DISTRIBUTION BUS (480/277 VOLT, 3 PHASE, 4-WIRE)

FEEDER NO.2 LINEFEEDER NO.1 LINE

1500KWSTAND-BY DIESELGENERATOR SET

3~G

3X

IMPORTANT: INTERLOCK SYSTEM

A V3X

SV

CABINET FOR SANDGRAINDING & PROCESSING

CABLE SPECIFICATION &CABLECASTING REFERENCE

CABINET FOR SLURRYINGAND SLURRY STORAGE AREA

THE POWDER STORAGE AREAAND GAS DISTRIBUTION CABINET

CABINET FOR MATERIALBATCHING & POURING

CABINET FOR MATERIAL"GREEN-CAKE" CUTTING

CABINET FOR BOILER ANDSTEAM AREA

CABINET FOR "GREEN-CAKE"PROCESSING AREA

DISTRIBUTION CABINET FORREMOTE WASTE PROCESSING

AND PROCESSING AREA

0AP

Pe:380KWPjs:325KW

Ijs:460A

380KW

IDP

-1

IDP

-2

IDP

-3

ITEM 1.4.7

NOTE: INDEPENDENTOPERATION CABINETOF BALL MILL FOR SAND

JDKG-1AP JDKG-2AP

Pe:200KWPjs:160KW

Ijs:230A

HR3-400/34-300A

NOTE: IN THE FULLFIGURE, FC/CT IS THE

WAY FOR CABLECASTING

1AP-1

JDKG-Q01A

1AP-2 1AP-3 1AP-4

JDKG-Q02 JDKX-G06

CONTROLCABINET

FORMEASURING

ANDSLURRYINGAND BELT

CONVEYOR

CONTROLCABINET

FOR 70m3TANKS

ELECTRICCONTROLCABINET

FORELECTRIC

HOIST

PUBLICAREA

AUXILIARY/STANDBY

41KW 140KW

5KW 25KW

1.4.12/2.1.18

SA

ND

BE

AT

ING

MA

CH

INE

IN

TR

AN

SIT

ION

PO

OL

7.5

KW

/ 1

.4.1

0

18

.5K

W / 1

.4.1

1

7.5

KW

x2

/ 1

.4.3

/1.4

.4

SLU

RR

Y C

IRC

ULA

TIN

G P

UM

P IN

TR

AN

SIT

ION

PO

OL

BE

LT

CO

NV

EY

OR

PLC

FR

EQ

UE

NC

Y C

ON

VE

RS

ION

DE

BU

GG

ING

ME

AS

UR

EM

EN

T

0.1KW

1AP-1B

JDKX-Q01B

22

KW

/ 1

.3.1

7

7.5

KW

x2

/ 1

.3.1

4/1

.3.1

9

18

.5K

Wx2

/ 1

.3.1

5/1

.3.2

0

22

KW

x3

/ 1

.3.1

2B

EA

TIN

G M

AC

HIN

E IN

70m

3 S

LU

RR

Y S

TO

RA

GE

TA

NK

BE

AT

ING

MA

CH

INE

IN

70m

3 W

AS

TE

SLU

RR

Y S

TO

RA

GE

TA

NK

BE

AT

ING

MA

CH

INE

IN

PO

UR

ING

(W

AS

TE

SL

UR

RY

) T

RA

NS

ITIO

N P

OO

L

CIR

CU

LA

TIN

G P

UM

P M

OT

OR

IN

PO

UR

ING

(W

AS

TE

SL

UR

RY

) T

RA

NS

ITIO

N P

OO

L

2A

P-1

2A

P-2

2A

P-3

2A

P-4

2A

P-5

ST

AN

D-B

Y

Pe:100KWPjs:85KWIjs:125A

HR3-400/34-200A

NOTE: FC-CABLE TRENCHLAYING, CT-CABLE TRAY

JDKG-3AP

3A

P-1

3A

P-2

3A

P-3

3A

P-4

3A

P-6

ST

AN

D-B

Y

Pe:170KWPjs:140KW

Ijs:200A

HR3-400/34-250A

3A

P-5

NOTE: AS A GENERAL RULE,GIVE PRIORITY TO WAY OF FC.

JDKG-4AP

4A

P-1

4A

P-2

4A

P-3

4A

P-4

4A

P-6

ST

AN

D-B

Y

Pe:170KWPjs:140KW

Ijs:200A

HR3-400/34-250A

4A

P-5

NOTE: THIS CABINET IS ON THE SECONDFLOOR OF BATCHING BUILDING.

JDKG-5AP

5A

P-1

5A

P-2

5A

P-3

5A

P-4

5A

P-6

ST

AN

D-B

Y

Pe:250KWPjs:200KW

Ijs:280A

HR3-400/34-350A

5A

P-5

5A

P-7

JDKG-7AP

7A

P-1

7A

P-2

7A

P-3

7A

P-4

7A

P-6

ST

AN

D-B

Y

Pe:160KWPjs:135KW

Ijs:195A

HR3-400/34-250A

7A

P-5

7A

P-7

JDKG-8AP

8A

P-1

8A

P-2

8A

P-3

8A

P-4

8A

P-5

ST

AN

D-B

Y

Pe:100KWPjs:78KWIjs:110A

HR3-400/34-150A

NOTE: THIS CABINET IS ON THE SECONDFLOOR OF BATCHING BUILDING.

2AP-1 2AP-2 2AP-3 2AP-4

JDKG-Q02 JDKX-G06

PUBLICAREA

AUXILIARY/STANDBY

25KW6KW

1.3.6

12KW

1.3.7

41KW

ELECTRICALSYSTEMFOR FLY

ASH

CONTROL-BOX FOR

DUSTCOLLECTORFOR FEEDOPENING

CONTROL-BOX FORSPEED

REGULATIONSCREW

METERING

DU

ST

CO

LLE

CT

OR

AN

D F

AN

ON

TH

E T

AN

K T

OP

AN

D W

ALL

3K

W / 1

.3.2

0.4

KW

/ 1

.3.4

7.5

KW

/ 1

.3.9

18

.5K

W / 1

.3.1

0

SIL

O W

ALL V

IBR

AT

OR

BE

AT

ING

MA

CH

INE

IN

FL

Y A

SH

SLU

RR

Y P

OO

L

SLU

RR

Y P

UM

P M

OT

OR

IN

FLY

AS

H S

LU

RR

Y P

OO

L

3AP-1

JDKG-Q20A JDKG-Q20B JDKG-Q20C

CONTROLCABINET

FORBATCHINGSYSTEM

CONTROLCABINET

FORBATCHINGSYSTEM

CONTROLCABINET

FORBATCHINGSYSTEM

80KW

3AP-2 3AP-3 3AP-4 3AP-5

JDKG-*** JDKG-*** JDKX-*** JDKG-Q29

CONTROLCABINET

FORBUBBLE

REMOVALAND LIFT

10KW

CONTROLCABINET

FORDOUBLETRACK

FRICTIONWHEEL

AUTOMATICTRANSMISSION

DEVICE

16KW

2.2.3

7KW

2.1.16

1KW

2.9


FORAUTOMATIC

HIGHSPEED

INTELLIGENTPOURING

INJECTIONCART


FOR MOULD/SIDE PLATEAUTOMATIC

OILINGDEVICE/

NOTEMPORARYRETENTION

3K

Wx4

/ 1

.1.5

1K

W / 1

.1.6

3K

W / 2

.1.5

2.2

KW

x2 / 2

.1.1

0

0.7

KW

x2 / 2

.1.1

1

0.5

5K

W / 2

.1.1

3

45

KW

/ 2

.1.1

4

3K

Wx4

/ 1

.1.8

10

.1K

W / 2

.1.1

5

SC

RE

W C

ON

VE

YO

R

BR

OK

EN

AR

CH

HO

PP

ER

BO

TT

OM

SC

RE

W C

ON

VE

YO

R

ALU

MIN

UM

PO

WD

ER

MIX

ING

MA

CH

INE

ALU

MIN

UM

LIQ

UID

PU

MP

(W

ITH

FL

OW

CO

NT

RO

L)

ALU

MIN

UM

PA

ST

E M

IXE

R

PO

UR

ING

& M

IXIN

G M

AC

HIN

E

DU

ST

CO

LLE

CT

OR

AN

D F

AN

ON

TH

E T

AN

K T

OP

AN

D W

ALL

LIF

TIN

G B

UB

BL

E R

EM

OV

ING

MA

CH

INE

4AP-1 4AP-2 4AP-3 4AP-4 4AP-5

JDKG-Q41 JDKG-Q44A JDKG-Q40 JDKG-Q42 JDKG-Q43

CONTROLCABINET

FORCUTTINGMACHINE

CONTROLCABINET

FORDRAWINGMACHINE


FORDEMOULDING

DEVICE


FORBOTTOMSCRAP

REMOVALDEVICE


FORSEMI-

FINISHEDPRODUCTHANGER

72KW 16KW

14KW 26KW 18KW

2.72.42.2.6

3.2 + 3.15

FU

NC

TIO

N C

OM

BIN

AT

ION

OF

DO

UB

LE

TR

OLL

EY

CU

TT

ING

MA

CH

INE

24

KW

/ 2

.3

MO

TO

R F

OR

BE

AT

ING

MA

CH

INE

IN

SLU

RR

Y P

OO

L1

1K

W / 2

.3.2

SLU

RR

Y P

UM

P M

OT

OR

18

.5K

Wx2

/ 2

.3.3

4AP-2B 4AP-2C

JDKG-Q44B JDKG-Q44C

AUXILIARYOPERATON B

BOX FORDRAWINGMACHINERETURN

LINE

AUXILIARYOPERATON C

BOX FORDRAWINGMACHINERETURN

LINE

0.1KW 0.1KW

5AP-1 5AP-2 5AP-3 5AP-4 5AP-5 5AP-6

JDKG-G01 JDKK-G06

CONTROLCABINET

FORBOILERROOM

CONTROLCABINET

FORAUTOCLAVING

SYSTEM

CONTROLCABINET

FORAIR

COMPRESSIONSYSTEM

FORPRODUCTION

CONTROLCABINET

FORSK-12

VACUUMPUMP

ELECTRICPOWER

DISTRIBUTIONBOXWITH

ELECTRICCONTROLBOX FOR

EACHAUTOCLAVE

ELECTRICPOWER

DISTRIBUTIONBOXFOR

OFFICEAND LAB

50KW

6.1

96KW 45KW

5.6

18.5KW

5.8

12KW 25KW

FD

FA

N

ID F

AN

ELE

CT

RIC

FE

ED

WA

TE

R P

UM

P

**K

W / 6

.1.*

**K

W / 6

.1.*

**K

W / 6

.1.*

OT

HE

R A

UX

ILIA

RY

AU

TO

CO

NT

RO

L E

QU

IPM

EN

T A

ND

DE

VIC

E

15

KW

x2

/ 3

.5

11

KW

x6 / 5

.1.2

RE

SE

RV

OIR

WA

TE

R P

UM

P

LIQ

UID

PU

MP

7AP-1 7AP-2 7AP-3 7AP-4 7AP-5 7AP-6

JDKG-H07A JDKG-H07A JDKG-H07A JDKG-H05 JDKG-H05 JDKX-***

CONTROLCABINET

FORZ TYPE

ROTATINGSPREADER

FRAMEPACKING

LINE

OPERATIONCABINET

FORAAC BLOCK

SEPARATINGMACHINE

CONTROLCABINET

FORSIDE PLATE

ROLLER(WITH

CLEANINGMACHINE)


FORFINISHEDPRODUCTHANGER


FORFINISHEDPRODUCT

GRABMACHINE

ELECTRICPOWER

DISTRIBUTIONBOX FOR

AUTOMATICPOSITIONINGFERRY CARTBEFORE AND

AFTERAUTOCLAVING

20KW

3.18

30KW

3.16

25KW

3.13 / 3.14

11KW

3.12

18KW

3.17

8KW

3.9

7AP-1-1 7AP-3B

JDKX-H07B


FORFULLY

AUTOMATICFRAMETYPE

PACKINGMACHINE

THEROLLER

ENDASSISTED

OPERATIONBOX

2.2KW

3.19

0.1KW

8AP-1 8AP-2 8AP-3 8AP-4

JDKG-*** JDKG-*** JDKX-G06

CONTROLCABINET

FORSIDE PLATE

ROLLER(WITH

CLEANINGMACHINE)

CONTROLCABINET

FORSIDE PLATE

ROLLER(WITH

CLEANINGMACHINE)

41KW 16KW



6KW

1.2.5

10KW



#1 J

AW

CR

US

HE

R

#2 J

AW

CR

US

HE

R

30

KW

/ 1

.2.2

11

KW

/ 1

.2.4

BE

LT

CO

NV

EY

OR

BU

CK

ET

ELE

VA

TO

R

BE

LT

VIB

RA

TIO

N F

EE

DE

R

4K

W / 1

.2.3

7.5

KW

/ 1

.2.7

3K

W / 1

.2.9

DIAGRAM OF THE ELECTRIC CABINET/BOX:

DISTRIBUTION STRUCTUREAND ARRANGEMENT NUMBEROF ELECTRIC CABINET/BOX

COMMAND NUMBER OFELECTRIC CABINET/BOX

TYPE AND CONTROL OBJECTDESCRIPTION OF ELECTRICCABINET/BOX

SERIAL NUMBER GIVEN BY THEPROJECT EQUIPMENT TABLE

*AP

*AP-*

*AP-*-*

PRIMARY POWER DISTRIBUTIONCABINET FOR WORKSHOP

SECONDARY DISTRIBUTIONCABINET/OPERATION CABINET/DISTRIBUTION BOX/OPERATIONBOX IN WORKSHOP AND PLACE

TERTIARY ELECTRIC BOX/MAINSWITCH IN WORKSHOP AND PLACE

(2) RUNS OF (4) 600KCMIL, (1) 1/0 EG, 4"C (4) 500KCMIL, (1) #3 EG, 3-1/2"C (4) 3/0, (1) #6 EG, 2"C (4) 3/0, (1) #6 EG, 2"C(4) 500KCMIL, (1) #3 EG, 3-1/2"C (4) 500KCMIL, (1) #3 EG, 3-1/2"C (4) 500KCMIL, (1) #3 EG, 3-1/2"C (4) 500KCMIL, (1) #3 EG, 3-1/2"C

1

1 1 1 1 1 1 1

2 2 2 2 2 2 2

3

3 3

3

3

3333333

KEYED NOTES:

CABINET PROVIDED BY SUCCESS. EC TOPROVIDE FEEDER TERMINATIONS IN CABINET.

WIRING PROVIDED BY SUCCESS. EC TOPROVIDE RACEWAY.

CABINET PROVIDED BY SUCCESS. WIRING ANDTERMINATIONS BY SUCCESS.

1

2

3

CONTINUATION ON SHEET E8.02



MDS







(FAX)(304) 624-7831


2/28/2017 8:45:42 AM


1" = 1'-0"KEYSER, WV

02/28/2017

ADS


DIAGRAMS & DETAILS


DIAGRAMS & DETAILSGMC 02/28/17GMC 02/28/17

E8.011111 RISER DIAGRAM - PART 1

RY

M CHNC

R

EGIS TERE

D

ST

V I R GI

SIONAL EN

13460

STATE OF

AI

N

WE R

EE

NIG

PROF

ES

GA Y

E

. A

MAINSWITCH-8

MAINSWITCH-9

200A 200A

MAINSWITCH-10

200A

MAINSWITCH-11

200A

MAINSWITCH-12

100A

3000A POWER DISTRIBUTION BUS (480/277 VOLT, 3 PHASE, 4-WIRE)

(4) 3/0, (1) #6 EG, 6"C




SPARESPARE

PANEL4P1200A

480/277V3PH, 4W

200AMLO

TRANSFORMER T1480V, 3PH

75KVA120/208V, 3PH

PANEL2P1200A

208/120V3PH, 4W

200AMCB

PANEL4P2200A

480/277V3PH, 4W

200AMLO


75KVA120/208V, 3PH

PANEL2P2200A

208/120V3PH, 4W

200AMCB

PANEL4P3200A

480/277V3PH, 4W

200AMLO


75KVA120/208V, 3PH

PANEL2P3200A

208/120V3PH, 4W

200AMCB

(4) 3/0, (1) #6 EG, 6"C

(4) 3/0, (1) #6 EG, 6"C

(4) 3/0, (1) #6 EG, 6"C

(4) 3/0, (1) #6 EG, 6"C

(4) 3/0, (1) #6 EG, 6"C

(4) 3/0, (1) #6 EG, 6"C

(4) 3/0, (1) #6 EG, 6"C

(4) 3/0, (1) #6 EG, 6"C

MDS







(FAX)(304) 624-7831


2/28/2017 8:45:42 AM


1" = 1'-0"KEYSER, WV

02/28/2017

ADS


DIAGRAMS & DETAILS


DIAGRAMS & DETAILSGMC 02/28/17GMC 02/28/17

E8.021111 RISER DIAGRAM - PART 2




(KW)POWER

(HP)VOLTAGEDOMESTIC WATERPROCESS WATER COOLING WATEREFFLUENT WATERSANITARY GAS STEAM CONDENSATE COMPRESSED AIR DETAILED DESCRIPTION REMARK

1.1.1 1 LIME POWDER SILO Ø4*10M; V=120M3

1.1.2 1 GYPSUM POWDER SILO Ø4*10M; V=120M3

1.1.3 2 CEMENT SILO Ø4*10M; V=120M3


(SEALING SPIRAL GATE) 300*300

1.1.5 4SCREW CONVEYOR FOR CEMENT

FEEDING(FREQUENCY CONTROL)

12 16.09LSY300; L=3M; MOTOR: SIEMENS BEIDE ,OUTLET USES FLEXIBLE CONNECTION

1.1.6 4 LUMP BREAKING HOPPER 1 1.34300MM; PURPOSE: TO BREAK THE LIKELYFINISHED LUMP DEPOSITED INSIDE SILO

1.1.7 4 PRESSURE RELIEF VALVEUSED TO PROTECT THE POWDER SILO

WHEN OVERPRESSURE,.

1.1.8 4

DUST COLLECTOR ON TOP OFPOWDER SILO (INCLUDING FAN)

12 16.09

7 CFM @ 72.5PSI - 101 PSI,

1/2"CONNECTION

AIR VOLUME:2900~4300M3/H 1706 - 2530 CFM

1.2THE FINISHED PRODUCT WASTE

RECYCLING PROCESSING

1.2.1 1FEEDING HOPPER FOR FINISHED

LUMPS 3360*3360MM IT HAS CURTAIN

1.2.2 1 JAW-CRUSHER 30 40.22 PE400*600MM OUTLET FINENESS:40~100MM

1.2.3 1 BELT CONVEYOR 4 5.36 B650*11M,BELT SPEED1.0M/S

1.2.4 1 ROLL CRUSHING MILL 11 14.75 2PG400*250 OUTLET FINENESS: 5~8MM

1.2.5 1

DUST COLLECTOR FOR JAW CRUSHER

5.5 7.37

8.5 CFM @72.5 PSI - 101

PSI, 1/2"CONNECTION

HMC-80(A),AIRVOLUME4500~6000M3/H ITIS FOR TWO CRUSHERS 2648 - 3531 CFM

1.2.6 1 FEEDING PIPE OF CRUSHER MADE ON SITE AND REFER TO DRAWING

1.2.7 1 BUCKET ELEVATOR 7.5 10.05TH250*20M;CONVEYING

CAPACITY30M3/H

1.2.8 1 WASTE FINISHED PRODUCT SILO Ø3*8M; 80M3

1.2.9 1 VIBRATING FEEDER

1.3 FLY ASH PROCESSING

1.3.1 1 FLY ASH POWDER SILOV=300M3, Ø6×10M, PLATE THICKNESS 8MM;

INCLUDING STEEL SUPPORTS, ETC.

1.3.2 1

DUST COLLECTOR ON TOP OFPOWDER SILO (INCLUDING FAN)

3 4.02

7 CFM @ 72.5PSI - 101 PSI,

1/2"CONNECTION

AIR VOLUME:2900~4300M3/H 1706 - 2530 CFM


(SEALING SPIRAL GATE) 300X300

1.3.4 1 SILO WALL VIBRATOR 0.4 0.54

MODEL: ZFB-6; VIBRATION FORCE: 500KG;VIBRATION FREQUENCY: 3000 TIMES/MIN;

AMPLITUDE OF VIBRATION: 2MM

1.3.5 1 PRESSURE RELIEF VALVE

USED TO PROTECT THE POWDER SILOWHEN OVERPRESSUREVENTILATORY

CAPACITY:200M3/H;980PA

1.3.6 1METERING SCALE WITH SPIRAL

GOVERNOR6 8.04

GLLS-300(WITHSCREW

FEEDER);SPECIFICATION:∅300;MEASURING RANGE 0-

30M3/H;MEASURING ACCURACY: ±0.5%

1.3.7 1

DUST COLLECTOR FOR FLY ASHDISCHARGE HOPPER

5.5 7.37

8.5 CFM @72.5 PSI - 101

PSI, 1/2"CONNECTION

HMC-80(A),AIRVOLUME4500~6000M3/H IT

IS USED FOR TWO CRUSHERS

2648 - 3531 CFM

1.3.8 1BEATING MACHINE (MIXER) IN FLY ASH

SLURRY POOL7.5

10.05CONCRETE POOL; Ø1800; ROTATING SPEEDOF BLADE:24.5RPM,MOTOR: SIEMENS BEIDE

1.3.9 1 SLURRY PUMP 18.5 24.80

80YS-80, H=18M,Q=80M3/H,EFFECTIVE

DEPTH: 2M; MOTOR: SIEMENS BEIDE

1.3.10 3CASING OF 50M3 SLURRY STORAGE

TANK1" COND SUPPLY

FROM POOL

CASING WILL BE FABRICATED IN THE FIELD;Ø4×4.5M;

1.3.11 3BEATING MACHINE (MIXER) IN 50M3

SLURRY TANK66

88.47Ø4×4.5M; ROTATING SPEED OF




FROM POOL

CONCRETE POOL; Ø1400;ROTATING SPEEDOF BLADE:24.5RPM, MOTOR: SIEMENS

BEIDE

1.3.13 2SLURRY CIRCULATION PUMP 37.0

49.6080YS-80, H=18M, EFFECTIVE DEPTH: 2M;


1.3.14CASING OF 50M3 RECYCLED SCRAP

SLURRY TANK1" COND SUPPLY

FROM POOL

CASING WILL BE FABRICATED IN THE FIELD;Ø4×4.5M

1.3.15 1BEATING MACHINE (MIXER) IN 50M3RECYCLED SCRAP SLURRY TANK

22 29.49Ø4×4.5M; ROTATING SPEED OF


1.3.161 BEATING MACHINE (MIXER) IN

INTERMEDIATE SLURRY POOL7.5

10.052" COND SUPPLY

FROM POOL


BEIDE

1.3.17 1 SCRAP SLURRY CIRCULATION PUMP 18.5 24.8080YS-80, H=18M, EFFECTIVE DEPTH: 2M;


1.4SAND PROCESSING

1.4.1 1 FEEDING HOPPER FOR SAND LUMPS4700X2340 IT HAS CURTAIN, REFER TO

DRAWING

1.4.2 1 SPIRAL THROTTLE VALVE500X500

1.4.3

1

BELT CONVEYOR FOR SAND

7.5 10.05 TD75,10-20T/H; B=650; L=5.5M; BEVEL-TYPE;CONVEYANCE SPEED V=0.5M/S; POWER:

7.5KW

1.4.4 1BELT CONVEYOR FOR SAND (WITH

WEIGHTING SCALE)

7.510.05

TD75,10-20T/H; B=650; L=15.5M;BEVEL-TYPE; CONVEYANCE SPEED

V=1.M/S; POWER:

1.4.5 1 FEEDING HOPPER FOR BALL MILL MADE ON SITE

1.4.6 1 FEEDING SPRAY DEVICE2" COND SUPPLY

FROM POOL

1" COOLING TOWER

WATER SUPPLY, 1"

COOLING TOWER

WATER RETURN

REFER TO DRAWING

IA1,

1.4.7 1BALL MILL FOR WASTE FINISHEDPRODUCT (EXCLUDING BALLS)

380 509.39 1.5 TONS / HRØ2.2×7.5M; WITH RUBBER LINER;

Q=16-29T/H;ROTATE SPEED:21RPM/MINPOWER OF MOTOR: 380KW,480V

1.4.8 34 GRINDING BALLS FGFS34T34T;REFERENCE DOSAGE: CD18MM*20MM 6

T CD30MM*35 11 T CD 35MM*40 11 TCD50MM*60 6 T


SANDINTERMEDIATE SLURRY POOL

7.5

10.05

2" COND SUPPLY

FROM POOL

1" COOLING TOWER

WATER SUPPLY, 1"

COOLING TOWER

WATER RETURN


BEIDE

1.4.10 1SAND SLURRY CIRCULATION PUMP

MRLF65FG18.5 24.80

80YS-80, H=18M, EFFECTIVE DEPTH: 2M;MOTOR: SIEMENS BEIDE

2 BLENDING AND FORMING PROCESS

2.1 DOSING AND MIXING SYSTEM

2.1.1 1

ELECTRONICAL AUTO-DOSING SCALE#1 FOR LIME AND GYPSUM (POWDER)

PNEUMATIC

CONTROL



DN3002.1.2 1 AIR HAMMER YES

TO BE INSTALLED ON ITEM 2.1.1; WORKINGPRESSURE: 37KGF/CM2,IMPACT

FORCE:0-7.4KGM/SEC

2.1.3 1ELECTRONICAL AUTO-DOSING SCALE

#2 FOR CEMENT (POWDER )PNEUMATIC

CONTROL



DN3002.1.4

1 AIR HAMMER YES TO BE INSTALLED ON ITEM 2.1.3; WORKINGPRESSURE: 37KGF/CM2,IMPACT

FORCE:0-7.4KGM/SEC

2.1.5

1 SCREW CONVEYOR AT THE BOTTOMOF AUTO-DOSING SCALE(FREQUENCY

CONTROL)

3 4.02 LSY300×3M, 25M3/H; MOTOR: SIEMENSBEIDE TWO SCALES USE ONE SCREWCONVEYOR , OUTLET USES FLEXIBLECONNECTION , INCLUDE EXHAUSTING

DEVICE AND SUPPORT

2.1.6 1

ELECTRONICAL DOSING SCALE FORFRESH SLURRY

PNEUMATIC

CONTROL

V=4M3,G=8000KG; METERING TANKBODY

AND SUPPORTS ARE INCLUDED.IT USES

DN150 PNEUMATIC BOTTOM

DN1502.1.7 1

ELECTRONICAL DOSING SCALE FORWASTE SLURRY

PNEUMATIC

CONTROL


DN1502.1.8 1

ELECTRONICAL SCALE FORALUMINIUM PASTE

G=100KG

2.1.9 1AUTOMATIC ELECTRONICAL DOSING

SCALE FOR WATER

PNEUMATIC

CONTROL

V=2.8M3, G=2800KG IT USES DN150PNEUMATIC BOTTOM VALVE

DN1502.1.10 2

MIXER FOR ALUMINIUM SLURRY(INCLUDING METERING OF LIQUID

LEVEL; INCLUDING COOLING WATERJACKET AND STAINLESS STEEL INNER)

4.4 5.90

1"DOMESTIC

WATERSUPPLY

CWS & CWRPNEUMATIC

CONTROL

V=1M3; MOTOR: SIEMENS BEIDE

2.1.11 2ALUMINIUM LIQUID PUMP (INCLUDING

FLOW CONTROL)1.5

2.01 EH164-V-W201,FLOW:2M3/H

2.1.12 1DOSING SCALE FOR ALUMINIUM

LIQUID量量计X PNEUMATIC

CONTROL

V=0.5M3

2.1.13 1ALUMINIUM PASTE MIXER 0.6

0.80PNEUMATIC

CONTROLV=0.065M3

2.1.14 1POURING MIXER 45

60.32PNEUMATIC

CONTROL

V=4.8M3, 45KW DN2002.1.15 1

BUBBLE REMOVER (USED TO GET RIDOF THE AIR ENTERING THE MOULD

DURING POURING) 10.1 13.54

LIFTING STYLE; 12 PIECES OF VIBRATIONBAR; USED TO GET RID OF THE AIR

ENTERING THE MOULD DURING POURING;MOTOR: SIEMENS BEIDE

2.1.16 1CONVEYING FERRY TROLLEY FOR

POURING 4.8M MOULD 7.7 10.32SPACING OF TOP RAILS: 800MM; MOTOR:

SIEMENS BEIDE

2.1.17 2

WATER TANK FOR GRINDING HEAD2"

WATER

INLET &

OUTLET

2" COND SUPPLY

FROM POOL

3M3 (HOT WATER TANK AND ONEROOM-TEMPERATURE WATER TANK

RESPECTIVELY)

3M3

2.1.18 1 ELECTRIC HOIST 1.5 2.01

CD1-1T; MOUNTED ABOVE ITEM2.1.25;

MAXIMUM LIFTING LOAD IS 1 TON; FORMAINTENANCE AND HANDLING USE.




(KW)POWER

(HP)VOLTAGE

DOMESTICWATER

PROCESS WATERCOOLING WATEREFFLUENT WATERSANITARY GAS STEAM CONDENSATE COMPRESSED AIR DETAILED DESCRIPTION REMARK

2.2FORMING SECTION

2.2.3 22DRAWING MACHINE FOR MOULD 16.5

22.12PNEUMATIC

CONTROL

V=5.5M/MIN

2.2.4 28

RADIATORS IN PRE-CURING ROOM

72.5 PSI

D57-6-4M,WORKING PRESSURE:0.5MPA 2 1/4" RADIATOR PIPE

SIZE 4 1/4" MAIN PIPE

SIZE

2.2.5 3ACCURATE POSITIONING DEVICE FOR

MOULD4.5

6.03

2.2.6 1

CUTTING AND HANDLING MECHANISM,INCLUDING HYDRAULIC STATION AND

SYNCHRONOUS TILTING HANGER.USED FOR TILTING, HANDLING,

DEMOULDING AND MOULD ASSEMBLY

14 18.77

GERMANY-ORIGIN TECHNOLOGY; LK=8M,P=7.5T+7.5T; WITH SYNCHRONOUS TILTING

HANGER. USED FOR TILTING, TRANSPORTATION,DEMOULDING AND MOULD ASSEMBLY.

2.3

1 CUTTING MACHINE 24 32.17 AIR CYLINDER

< 72.5 PSI

4800X1200X608MM; MINIMAL LONGITUDINAL WIRESPACING 0.25"; MININAL HORIZONTAL WIRE

SPACING 0.5"; ALL IN TENSIONING BY AIRCYLINDER; TWO-WAY JIGGING MOTION OF

HORIZONTAL CUTTING WIRE, WITH SLOTTINGDEVICE


RECYCLING SLURRY POOL

11

14.75

#"COND

SUPPLY

FROM

POOL

Ø3M×2.5M; RPM: 24.5; MOTOR: SIEMENS BEIDE

2.3.2 2SLURRY PUMP

37 49.6080YS-80, H=18M, EFFECTIVE DEPTH: 2.1M;

Q=80M3/H; MOTOR: SIEMENS BEIDE

2.4 1

AERIAL TURNOVER AND BOTTOMSCRAP REMOVAL MECHANISM,INCLUDING AERIAL TURNOVER

HANGER FOR REMOVAL OF BOTTOMSCRAP, AND HYDRAULIC AND

SYNCHRONIZATION DEVICE, FORTILTING, REMOVAL OF BOTTOM

SCRAP, GROUPING AND HANDLING OFAUTOCLAVING TROLLEY, ETC.

25.5

34.18WITH HYDRAULIC AND SYNCHRONIZATION DEVICE;

P=7.5T+7.5T, LK=8M

2.5 1ACCURATE POSITIONING DEVICE FOR

TROLLEYS1.5

2.01

2.6 1

ANTI-SIDE-TILT BLOCK (FORGROUPING SECTION)

2.7 1GROUPING MACHANISM FOR

SEMI-FINISHED PRODUCT )WITH SYNCDEVICE)

18 24.13 LK=8M; P=10T+10T; WITH SYNCHRONIZATIONDEVICE; MOTOR: SIEMENS BEIDE

2.8 20

RADIATORS IN PRE-CURING ROOM 72.5 PSI

D57-6-4M,WORKING PRESSURE:0.5MPA2 1/4" RADIATOR PIPE

SIZE 4 1/4" MAIN PIPE

SIZE

2.9 1

AUMATIC MOULD OILING MACHINE 0.8

1.07

# CFM @ 87PSI

PRESSURE OF COMPRESS AIR: 0.6MPA

3

AUTOCLAVING AND PACKAGINGSECTION

3.1 25TROLLEYS TO TRANSPORT

SEMI-PRODUCT TO AUTOCLAVE192"X48"X24"; DISTANCE OF WHEELS IS 31.5";

THREE ROWS OF "CAKE" WILL BE PLACED ONTO IT;POSITIONING PLATE IS INCLUDED

3.2 4

DRAWING MACHINE FOR GROUPINGLINES

16

21.45

V=10.2M/MIN; MOTOR: SIEMENS BEIDE

3.3 4

AUTOCLAVE 217.5 PSI, 1/2"

STEAM RELIEF

PIPING

STEAM CONDENSATE

INSIDE DIAMETER IS 2.5M; EFFECTIVE LENGTH IS31M; DESIGN PRESSURE IS 1.6MPA, WORKING

PRESSURE IS 1.5MPA; AUTOCLAVE DOOR WILL BEOPENED MANUALLY FOR SAFETY PURPOSE

(MEETTHE


3.4 4INSULATION MATERIAL FOR

AUTOCLAVE BODY AND STEAMPIPELINE

PLEASE REFER TO THE ANNEX 1

3.8 1

CONVEYING FERRY TROLLEY FOR INAND OUT OF AUTOCLAVE(WITH

ELECTRIC BRIDGE DEVICE)8 10.72

WITH AUTOMATIC POSITIONING OF FRICTIONALWHEEL; SPACING OF TOP RAILS: 800MM; MOTOR:

SIEMENS BEIDE

3.11 1

HANDLING MECHANISM AFTERAUTOCLAVING (INCLUDING

SYNCHRONIZATION HANGER)10.5 14.08

LK=8M, P=5T+5T; INCLUDING SYNCHRONOUSHANGER

3.12 29ROLLER FOR SIDE PANEL (INCLUDINGCLEANING MACHINE FOR SIDE PANEL) 16.8 22.52

CONVEY SPEED 12.8M/MIN , MOTOR POWER0.37*13+0.75*16=16.8KW MOTOR: SIEMENS BEIDE

3.13 1

C‘LEANING MACHINE FOR SIDE PANEL(INCLUDING

DUST COLLECTOR) 8.3 11.13

Air flow volumn of dust collection: 4500 m3/hMotor:

Siemens Beide

3.14 3

DRAWING MACHINE FOR RETURN LINE

12 16.09V=10.2M/MIN; MOTOR: SIEMENS BEIDE

3.15 1

BLOCK SEPARATING MACHINE

30 40.22

NOMINAL SIZE:192"X48"X24"

3.16

1 TRANSPORTATION MECHANISM FORFINISHED PRODUCT (INCLUDING

HYDRAULIC STATION, SYNCHRONOUSHOLDING DEIVCE FOR FINISHED

PRODUCT)

18 24.13 LK=8M, P=6T+6T; MAXIMUM LIFTING STROKE IS1600MM; NORMINAL HYDRAULIC PRESSURE IS

14MPA; WORKING PRESSURE IS 10MPA; MOTOR:SIEMENS BEIDE

3.17 1

CONVEYING LINE FOR WOODENPALLETS

17.5

23.46

FINISHED )AA2K4TIAA (*4.8MRE1180*1160*120MML=26M,MOTOR: SIEMENS BEIDE THE SIZE OF

PALLET : 1180MM*1160MM*120MM

3.18 1FULLY-AUTOMATIC PALLET-TYPE

STRAPPING MACHINE1.6

2.14# CFM @ 58 -

87 PSIMODEL: MH-105A; STRAPPING SPEED:

2.0SEC./STRAP; PALLET SIZE: 1.2MX1.2MX1.35M

3.24 1

BRIDGE TROLLEY BEFORE AUTOCLAVE

4ELECTRICAL CONTROL SYSTEM

1,E1IN.VIATA

5 OTHER SYSTEMS 4V-LATA

5.6 1

COMPRESSED AIR SUPPLY SYSTEM(INCLUDING ONE SET OF AIR

CMPRESSOR, ONE SET OF AIRCOOLED FREEZE DRIER (CAPACITY:

6M3/MIN, POWER: 2.0KW); TWO SETSOF PRECISE FILTER (MODEL JD-60Q;

CAPACITY: 6M3/MIN; MAX. PRESSURE:1.0MPA) AND TWO SETS OF AIR

STORAGE TANK IN CAPACITY OF 4M3EACH, AND VALVES AND

COMPRESSED AIR PIPELINE, ETC.)

37

49.60

215.41 CFM@ 101.5 PSI,

2-1/2"CONNECTION

6.1M3/MIN; P=0.7MPA; 37KW; USED FORCONVEYING LIME POWDER BY MEANS OF CONEPUMP; INCLUDING ONE SET OF AIR CMPRESSOR,

ONE SET OF AIR COOLED FREEZE DRIER(CAPACITY: 6M3/MIN, POWER: 2.0KW); TWO SETSOF PRECISE FILTER (MODEL JD-60Q; CAPACITY:

6M3/MIN; MAX. PRESSURE: 1.0MPA) AND 1 SETS OFAIR STORAGE TANK IN CAPACITY OF 4M3 EACH,

AND VALVES AND COMPRESSED AIR PIPELINE, ETC.

215.41 CFM

5.7 3 STEAM DISTRIBUTION CYLINDER

215 PSI Ø350 IN 3 PCS (MEETTHE


5.8 1 VACUUM PUMPS 18.5 24.80

18.5 - 21 GPMWATER

CONSUMPTION,1" CONNECTION

423 CFM MAXIMUM

VACUUM RATE

6HOT STEAM SUPPLYING SYSTEM

(INCLUDING BOILER)

6.1 1 BOILER 6T 50 67.0360 C

FEEDWATERTEMPERATURE

15396CFH

6 TONS / HOUR@ 232 PSI

MODEL: WNS6-1.6-Y(Q); 6T/H; 1.6MPA; ;1.6T/H;FENATURAL GAS EDWATER TEMPERATURE: 20 ;℃SATURATED STEAM TEMPERATURE: 204 ; TWO℃

SAFETY VALVE

(MEET THEREQUIREMENTS OFAMERICAN ASME)

6.2 1 WATER SOFTENING TANK YES 15M3

6.3 1VARIOUS TYPES OF VALVE, BIBCOCK

AND PIPE (PLACED WITHIN BOILERHOUSE)

IT IS INCLUDED IN ITEM 6.1

7 1 LAB DEVICE AND TEST EQUIPMENT 20 26.81 REFER TO ANNEX 8 THE LIST OF EQUIPMENT IN LAB

8 1

TRANSFORMER SYSTEM ANDWORKSHOP POWER DISTRIBUTION(INCLUDING TRANSFORMER ANDPOWER DISTRIBUTION HOUSE)

INCLUDING METERING,COMPENSATION, POWER

OUTPUT CABINETSBY BUYER

9 1DIESEL GENERATOR SET (FOR

STAND-BY PURPOSE)400KVA BY BUYER

10 1OIL TANK UNDERGROUND, OIL PUMP,

PIPES & VALVESUSED FOR GENERATOR; 5M3/5000L BY BUYER

V

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V I R GI

SIONAL EN

18938

STATE OF

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PROF

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.







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PROCESS EQUIPMENT MEP ROUGH INS


KEYSER, WV

PROCESS EQUIPMENT MEP ROUGH INSDAC 02/28/17DAC 02/28/17

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