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PLANS - 19-00727 - Spori Annex - Ceramic & Sculpture Labs
BRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXNEW CONSTRUCTION OF A SCULPTURE AND CERAMICS FACILITY FOR UNIVERSITY ACADEMICSPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:21:45 AMCOVER SHEETCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659G001K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXNO. DESCRIPTION DATE FOOTBALL FIELDAPPLICABLE CODES:INTERNATIONAL BUILDING CODEINTERNATIONAL FIRE CODE(INCLUDING APPENDIX D)INTERNATIONAL ENERGY CONSERVATION CODEINTERNATIONAL MECHANICAL CODENATIONAL ELECTRIC CODEIDAHO PLUMBING CODENFPA 10, 13, 14, 30, 30A, 70, ASHRAE 90.1ICC A117.1ALL APPLICABLE STATE OF IDAHO AMENDMENTSAPPLICABLE STANDARDS (NON-CODE RELATED):BYU-I DESIGN STANDARDSBYU-I TELECOMMUNICATION CABLING STANDARDSCHAPTER 3SECTION 304.1 -OCCUPANCY GROUP201520152015201520172017201320132009BALL SPACES MEET THE REQUIREMENTS OF GROUP B EXCEPT AS SPECIFIED IN 508.3.1 REGARDING CHAPTER 9.CHAPTER 4CHAPTER 5TABLE 504-ALLOWABLE BUILDING HEIGHTS AND AREASOCCUPANCY TYPE AREA HEIGHT STORIESN/AB IIB 23,000 55 FT 3SECTION 504.2 SPRINKLER INCREASEHEIGHT INCREASESTORY INCREASEACTUAL HEIGHTACTUAL STORIES75 FT421 FT1SECTION 506 -AREA MODIFICATIONSB OCCUPANCY23,000 SFSECTION 506.3 N/ASECTION 506.4.1 -AREA DETERMINATION23,000 x 4 = 92,000SQ FT TOTALACTUAL AREAMAIN LEVELTOTAL8,797 SF8,797SFSECTION 508.2.4 -NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANCYN/ASECTION 508.4 -SEPARATED OCCUPANCIESCHAPTER 6TABLE 601 (TYPE IIB CONSTRUCTION)BUILDING ELEMENTPRIMARY STRUCTURAL FRAMEBEARING WALLS EXTERIORBEARING WALLS INTERIORNONBEARING WALLS AND PARTITIONS INTERIORFLOOR CONSTRUCTION AND SECONDARY MEMBERSROOF CONSTRUCTION AND SECONDARY MEMBERSRATING IN HOURS 000000CHAPTER 9:SECTION 903.2.2 -GROUP BREQUIREDNOTE: AUTOMATIC FIRE SPRINKLER SYSTEM TO BE INSTALLED IN ACCORDNACE TO IBC SECTION 903.3.1.1 CHAPTER 10:TABLE 1004.1.2 -OCCUPANT LOADFUNCTION FACTOR MAINSTORAGE / MECHASSEMBLY BUSINESS AREASSHOPS / VOCATIONAL SUBTOTALBUILDING TOTAL300 215 27 100 2 50 99130130 (46 Actual)SECTION 1009.4 -ELEVATOR AS ACCESSIBLE MEANS OF EGRESSSECTION 1005.3.1 -EGRESS WIDTHSTAIRS @0.3 INCHESALSO SECTION 1009.1OTHER@0.2 INCHESALSO SECTION 1018.244"NOT LESS THAN 44"44"NOT LESS THAN 44"NOT REQUIREDSECTION 1010.1.4.3 -POWER OPERATED DOORSCOMPLIESSECTION 1006.2.1 -COMMON PATH OF EGRESS TRAVEL100 FTTABLE 1006.2.1 -SPACES WITH ONE EXIT49 OCC MAX.SECTION 1006.2.1.1 -THREE OR MORE EXITS501-1,000 OCCTABLE 1017.2 -EXIT ACCESS TRAVEL DISTANCE300 FTSECTION 1020.1 -CORRIDOR FIRE RESISTANCE RATING0 HRTABLE 1006.3.1 -NUMBER OF EXITS REQUIRED PER STORYMAIN LEVEL2CHAPTER 11SECTION 1104.1 -ACCESSIBLE ROUTE TO PUBLIC WAYSECTION 1104.2 -ACCESSIBLE ROUTE WITHIN SITESECTION 1104.3 -ACCESSIBLE ROUTE WITHIN BUILDINGSECTION 1104.4 -ACCESSIBLE LEVELSSECTION 1105.1 -60% OF ALL ENTRANCES ACCESSIBLESECTION 1108.2.7 -ASSISTANCE LISTENING DEVICESSECTION 1109.2 -ACCESSIBLE TOILET ROOMSECTION 1110.1 -ACCESSIBLE SIGNAGECHAPTER 29TABLE 2902.1 -FIXTURE COUNTOCCUPANCY WATER CLOSETS LAVATORIES DRINKING FOUNTAINCOMPLIESCOMPLIESCOMPLIESCOMPLIESCOMPLIESCOMPLIESCOMPLIESCOMPLIES BUSINESS REQUIRED REQUIRED REQUIRED 1/25 (FIRST 50) 1/40 (FIRST 80) 1/100 THEN 1/50 THEN 1/80 = 4 REQUIRED =3 REQUIRED =2 REQUIRED PROVIDED PROVIDED PROVIDED 4 TOTAL 4 TOTAL 2 TOTAL2M/2F/0 UNI-SEX 2M/2F/0 UNI-SEXCODE SUMMARYN/ACHAPTER 7CHAPTER 8N/AN/ASECTION 508.2 -ACCESSORY OCCUPANCYN/ASYMBOLSA1011SIMA1011Ref1Ref1Ref1RefA1011SIM1Ref1A101SIMA1011RefNTYP.?1i1iDETAIL REFERENCEINTERIOR ELEVATION REFERENCEINTERIOR ELEVATION REFERENCESECTION REFERENCEEXTTERIOR ELEVATION REFERENCENORTH ARROWKEYNOTE TAG (CONNECTED TO LEGEND)FURNITURE TAGEQUIPMENT TAGWINDOW TAGRoom name101ROOM TAG101DOOR TAG1iWALL TAG1REVISION TAGELEVATION MARKER#KEYNOTE SYMBOLXVICINITY MAPNPROJECT LOCATIONS CENTER STSAGE STS 1ST WW 7TH SE 7TH SPHYSICAL PLANT WAYW CAMPUS DRW VIKING STE VIKING STS 2ND EE 3RD SS 1ST EE 2ND SCLARKSPORIROMNEYSNOWAPPROVAL SIGNATURESKYLE WILLIAMSDIRECTOR, FACILITIES MANAGEMENT OPERATIONSANDY JOHNSONDIRECTOR, ARCHITECTURE AND CONSTRUCTION MANAGEMENT SERVICESJEFF WYNNDIRECTOR, GROUNDS OPERATIONSBRIAN MEMMOTTDEPARTMENT CHAIR, ARTDATEDATEDATEDATEJEFF MORINVICE PRESIDENT, UNIVERSITY RESOURCESDATEHENRY J. EYRINGPRESIDENT, BRIGHAM YOUNG UNIVERSITY -IDAHODATEWAYNE CLARKDIRECTOR, UNIVERSITY OPERATIONSDATEPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:21:46 AMCODE SUMMARY& GENERALINFORMATIONCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659G002K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSHEET INDEXSHEET NO. SHEET NAMEGENERALG001 COVER SHEETG002 CODE SUMMARY & GENERAL INFORMATIONCIVILC100 CIVIL DEMO SHEETC101 CIVIL UTILITY AND CONCRETEC102 CIVIL GRADING SHEETC103 CIVIL UTILITY AND CONCRETELANDSCAPEL101 LANDSCAPE PLANTING PLANL102 SPRINKLER IRRIGATION PLANL103 DETAILSSTRUCTURALSE-001 GENERAL NOTESSE-002 INSPECTIONSSE-003 SCHEDULES CONCRETESE-004 SCHEDULES STEELSE-006 3D RENDERINGSE-101 FOUNDATION PLANSE-121 ROOF FRAMING PLANSE-201 ROOF LOADING PLANSE-501 FOUNDATIONS DETAILS - CONCRETESE-502 FOUNDATION DETAILS - CONCRETESE-503 FOUNDATION DETAILS - STEELSE-511 FRAMING DETAILS - STEELSE-521 ROOF FRAMING DETAILS - STEELSE-522 ROOF FRAMING DETAILS - STEELSS-501 INTERIOR STEEL STUD SCHEDULESSS-502 INTERIOR STEEL STUD NOTESSS-503 EXTERIOR STEEL STUD DETAILSSS-504 INTERIOR STEEL STUD DETAILSARCHITECTURALAE101 FLOOR PLANAE141 FURNITURE & EQUIPMENT FLOOR PLAN & FINISH FLOORPLANAE151 REFLECTED CEILING PLANAE161 ROOF PLAN & DETAILSAE201 EXTERIOR ELEVATIONSAE202 EXTERIOR ELEVATIONSAE301 BUILDING SECTIONSAE302 BUILDING SECTIONSAE303 BUILDING SECTIONSAE304 BUILDING SECTIONSAE310 WALL SECTIONSAE311 WALL SECTIONSAE401 ENLARGED PLANS & INTERIOR ELEVATIONSAE402 INTERIOR ELEVATIONSAE403 INTERIOR ELEVATIONSAE404 ENLARGED PLANS & INTERIOR ELEVATIONSAE501 DETAILSAE502 DETAILSAE601 WINDOW SCHEDULE & DETAILSAE602 DOOR SCHEDULE & DETAILSAE701 ISOMETRIC VIEWSAE702 ISOMETRIC VIEWSFIRE SUPPRESSIONFS1.1 FIRE SPRINKLER SYSTEM FLOOR PLANPLUMBINGP1.0 FOUNDATION PLUMBING PLANP1.1 PLUMBING FLOOR PLANP3.1 PLUMBING DETAILSP3.2 PLUMBING FIXTURE SCHEDULEMECHANICALM1.0 STEAM UTILITY SITE PLANM1.1 MECHANICAL FLOOR PLANM1.2 HYDRONIC PIPING PLANM1.3 MECHANICAL ROOF PLANM2.1 LARGE SCALE PLANS AND SECTIONSM3.1 MECHANICAL DETAILSM3.2 MECHANICAL DETAILSM3.3 MECHANICAL SCHEDULES AND DETAILSELECTRICALE0.0 ELECTRICAL SYMBOLS & DETAILSE0.1 ELECTRICAL SITE PLANE1.0 LIGHTING PLANE2.0 POWER/DATA/ROOF PLANE3.0 FIRE ALARM PLANE4.0 MECHANICALE5.0 SCHEDULESE5.1 PANEL SCHEDULESE6.0 ELECTRICAL DETAILSABBREVIATIONSA.F.F. ABOVE FINISHED FLOORACT ACOUSTICAL CEILING TILEALUM ALUMINUMASC ABOVE SUSPENDED CEILINGCG CORNER GUARDCJ CORNER JOINTCL CENTERLINECLR CLEARCMU CONCRETE MASONRY UNITCO CLEANOUTCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCP/CI CONTRACTOR PROVIDED/CONTRACTOR INSTALLEDCPT CARPETDEMO DEMOLISH, DEMOLITIONDF DRINKING FOUNTAINDIA DIAMETEREJ EXPANSION JOINTELEV ELEVATIONSF.F. FINISHED FLOORF.V. FIELD VERIFYFEC FIRE EXTINGUISHER CABINETGA GAUGEGALV GALVANIZEDGB GRAB BARGYP BD GYPSUM BOARDHM HOLLOW METALIBC 2015 INTERNATIONAL BUILDING CODEINSUL INSULATIONMFG MANUFACTURERMIN MINIMUMMIR MIRRORO.C. ON CENTEROH OPPOSITE HANDOP/CI OWNER PROVIDED/CONTRACTOR INSTALLEDOP/OI OWNER PROVIDED/OWNER INSTALLEDOPP OPPOSITEP LAM PLASTIC LAMINATEREF REFERENCES.S. STAINLESS STEELSIM SIMILARSPECS SPECIFICATIONST.O.C. TOP OF CONCRETET.O.W. TOP OF WALLTP TOILET PAPER DISPENSERTYP TYPICALUNO UNLESS NOTED OTHERWISEVIF VERIFY IN FIELDNO. DESCRIPTION DATE WOMEN'SRESTROOM101MEN'SRESTROOM101OFFICE101OFFICE101FOYER101WEST ENTRY101EAST ENTRY101HALLWAY101MECH.CHASE101MECHANICAL & ELECTRICALROOM101CERAMICSCLASSROOM101SCULPTURECLASSROOM101FOUNDRY, FORGE,& WELDING AREA101WOOD SHOP101HALLWAY101DATAROOM101OUTDOORRAKU KILN AREA101DAMPROOM101GLAZINGROOM101KILNROOM101CLAY MIXING& DRY STORAGE101CLAYSTORAGE101PLASTERAREA101FURNITURESTORAGE101TOOLROOM101B.F.A.STUDIO101HALLWAY101CUSTODIALROOM101HVACHVACHVACHVACW 2ND SS 1ST E W.V.W.V.W.V.W.V.W.V.W.V.SC SCSCSCSCSCSCSCSC2 2 2 2 1 1 1 1 1 11 3 3 3 3 4 3 3 3 3 1 1 1 1 4 4 4 4 4 4 1 1 1 5 5 5 1 1 6 6 6 1 7 7 7 7 7 7 7 7 7 7 7 7 6 6 5 5 5 3 NEW PROPOSED STEAM LINESCSCSCSCSC SCSCSCSCSCSCSCSCSCSCSCSCSCSCSC1 2 3 4 5 6 7 NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 4.ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. SC SC SC SC W.V. REMOVE AND REPLACE EXISTING MANHOLE R4.00' 24.00' 8.00'17.00' 2778.88' REMOVE EXISTING CURB AND CONCRETE REMOVE EXISTING ASPHALT IN CROSS HATCHED AREA REMOVE AND REPLACE EXISTING STEAM LINE FROM CAP IN DEMOLITION PLAN TO EXISTING VAULT OUTSIDE OF SPORI SEE MECHANICAL PLAN FOR DETAILS RETAIN AND PROTECT REMOVE EXISTING STORM DRAIN SYSTEM REMOVE EXISTING LANDSCAPING TO TOP OF SUB GRADE SAW CUT AND REPAIR SAW CUT AT NEAREST JOINT EXISTING STEAM VAULT PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C100 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXCIVILDEMOSHEET8.00' 11/27/19 6" R = 1/2" 6" 1" 4" R = 1" 1' 1/2" 6"1" 6" 24" 2.00' 4" 4" -2.0% CURB AND GUTTER 6" VERTICAL LIP DOWN CURB NTS 2' CONCRETE APRON DETAIL NTS PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C101 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXCIVILUTILITY ANDCONCETE4'x4' CONCRETE STORM WATER VAULT END VIEW NTS 1.5" 12" MANUAL WHEEL MANUAL WHEEL HINGED ACCESS LID SEE NOTE HINGED ACCESS LID SEE NOTE SLIDE GATE SCREW ANCHOR 12" ADS N 12 STORM PIPE 12" ADS N 12 INLET STORM PIPE 12" ADS N 12 OUTLET STORM PIPE 4'x4' CONCRETE STORM WATER VAULT SECTION VIEW NTS 11/27/19BID DOCUMENT LID NOTE PCM-4 BILCO LID. SEE STORM WATER VAULT LID 2 THE TAYLOR BUILDING FOR REFERENCE. LID MUST BE APPROVED BY BYU-I PRIOR TO INSTALLATION. 11/27/19 WOMEN'SRESTROOM101MEN'SRESTROOM101OFFICE101OFFICE101FOYER101WEST ENTRY101EAST ENTRY101HALLWAY101MECH.CHASE101MECHANICAL & ELECTRICALROOM101CERAMICSCLASSROOM101SCULPTURECLASSROOM101FOUNDRY, FORGE,& WELDING AREA101WOOD SHOP101HALLWAY101DATAROOM101OUTDOORRAKU KILN AREA101DAMPROOM101GLAZINGROOM101KILNROOM101CLAY MIXING& DRY STORAGE101CLAYSTORAGE101PLASTERAREA101FURNITURESTORAGE101TOOLROOM101B.F.A.STUDIO101HALLWAY101CUSTODIALROOM101W 2ND SS 1ST E W.V.-5.01% -4.86% -5.08% -1.99% 4 8 8 7 4 8 8 6 488548844891488948944893489648954 8 9 8 -4.21% -4.93% -3.76% -2.85%-2.47%-2.40%-1.92% 4 8 9 4 4887 4885488548844887488648884895489448934892488848904892 4896.00 FF 4893.28 TBC-PI 4896.00 TSW-PI 4889.82 TBC-PI 4882.95 TBC-PI-LP 4883.04 TBC-PI 4883.12 TBC-PI 4884.70 TBC-PI 4885.10 TBC-PC 4896.73 TBC-PI 4886.35 TBC-PI 4891.11 TBC-PI 4890.89 TBC-PI 4885.98 TBC-PI 4890.70 TBC-PI 4896.63 TBC-PI 4894.12 TSW-ADA-BEGIN 4896.00 TSW-PI 4896.22 TBC-PI 4893.38 TSW 4895.81 TSW-PC 4895.90 TSW-PC 4896.00 TSW-PC 4895.90 TSW-PI 4894.10 TSW 4896.29 TBC-PC 4890.04 TSW-ADA-BEGIN 4892.05 TSW-ADA-BEGIN 4893.95 TSW-ADA-END 4894.48 TSW-ADA-BEGIN 4894.80 TSW-PI 4895.74 TSW-ADA-END 4892.21 TSW-ADA-BEGIN 4894.34 TBC-PC 4890.10 TSW-PC 4890.15 TSW-PC 4890.39 TSW-PC 4890.34 TSW-PC 4889.09 TSW-MATCH 4889.91 TSW-PC 4888.05 TSW-PC 4884.76 TSW-PC 4885.00 TSW-PI 4885.26 TSW-MATCH 4883.93 TSW-MATCH 4884.21 TSW-PC 4884.48 TBC-PC 4884.36 TSW-PC 4883.85 TSW-PC 4883.63 TSW-PC 4883.02 TSW-PC 4882.00 TSW-MATCH 4882.47 TSW-MATCH 4890.42 TSW-PC 4890.58 TSW 4890.87 TSW 4890.54 TSW-PC 4890.62 TSW-MATCH 4895.90 TSW-ADA-END 4891.92 TSW-PI 4892.08 TSW-PI 4891.92 TSW-PI 4892.14 TSW-PI 4892.13 TSW-MATCH 4891.92 TSW-MATCH 4891.03 TSW-PC 4896.00 TSW-PI 4896.00 TSW-PI 4894.53 VG-PI 4893.60 VG-PI 4893.62 VG-PI 4893.55 VG-BTM 4894.06 VG-BTM 4891.57 TSW-PC 4890.18 TSW-PC 4895.84 TSW-PC 4895.76 TSW-PC 4894.98 TBC-PC 4895.14 TBC-PC 4896.00 TSW-PC 4890.25 TSW-MATCH 4890.11 TSW-PC 4889.78 TSW-PC 4893.90 TSW-PI 4889.78 TSW-MATCH 4889.54 TSW-MATCH 4888.87 TSW-MATCH 4893.96 TBC 4895.73 TSW 4894.36 TBC 4894.46 TBC 4894.93 TBC 4896.11 TBC-PI 4895.69 TSW-PC 4891.80 TBC-PI 4891.80 GB 4891.89 TSW-ADA-END 4892.06 TSW 4898.77 TOP 4885.56 TBC-PC 4886.50 TOP 4885.00 TOP 4895.73 TSW 4895.90 TSW-PI 4894.55 TOA-MATCH 4894.60 TOA-MATCH 4894.65 TOA-MATCH 4894.31 TOA-MATCH -4.61% 4 8 8 8 4889 4890 4892.12 TBC-PI 4893.65 TBC-PI 4895.61 TBC-PI 4891.13 TBC-MATCH 4893.66 TBC-MATCH 4892.34 TBC-PC 4893.57 TBC-PC 4896.28 TBC-PC4886 4895.66 TSW-PC 4895.67 TSW-PC 4897.78 TSW-MATCH 4894.38 TBC-PC 4895.01 TSW-PC 4895.00 TSW-PC 4894.38 TBC END 4895.57 TBC-PC 4895.52 TBC-PC 4896.59 TBC-PC 4896.72 TBC-PC 4895.38 TBC-PC 4895.38 TBC-PC 4898.56 TBC-PC 4899.30 TBC-PC 4897.65 TBC-MATCH 4899.21 TBC-MATCH 4899.22 TBC-PC 4897.71 TBC-PC 4895.28 TSW-PC 4895.28 TSW-PC 4895.28 TSW-PC 4895.28 TSW-PC 4894.96 TSW-PC 4894.78 TSW-PC 4894.28 VG-PI 4893.50 TOP 4896.64 TOP 4897.34 TBC-PI 4885.85 TBC-PI 4885.98 TBC-PI 4882.74 TSW-PC 4882.70 TSW-PC NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS. 4.ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS 5.CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING. PARKING LOT SECTION W.V. 4" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 10" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 95% ASTM D698 3" DEPTH ASPHALT PLANT MIX STORM WATER INFORMATION: PRECIPITATION FACTOR: 0.90 INTENSITY: 1.0" PARKING LOT AREA: 37,800 SQ. FT. BUILDING AREA: 9,350 SQ. FT. TOTAL AREA: 47,150 SQ. FT. BUILDING VOLUME DIRECTED TO EXISTING BYUI STORM SYSTEM: 695 CU. FT. PARKING LOT AREA DIRECTED TO THE CITY SYSTEM WITH SLOW RELEASE: 2,810 CU. FT. TOTAL SITE VOLUME: 3,505 CU. FT. PROPOSED BUILDING: FF: 4896.00' LEGEND EXISTING CATCH BASIN EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE EXIST. CURB & GUTTER PROPERTY LINE GRADE BREAK SAW CUT STREET RIGHT-OF-WAY (ROW) EASEMENT LINE EXIST. FENCE LINE EXISTING UNDERGROUND POWER EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING GAS SERVICE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING CONCRETE RETAIN AND PROTECT LANDSCAPING EXISTING BUILDING RETAIN AND PROTECT EXISTING ASPHALT EXISTING STORM DRAIN MANHOLE EXISTING 12" STORM DRAIN EXISTING POWER POLE SC SC SC SC EXISTING STEAM CONDUIT EXISTING IRRIGATION HVAC HVAC EXISTING HVAC W.V. PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED GAS LINE PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C102 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXCIVILGRADINGSHEETGEOTEXTILE (SUBGRADE SEP. CL. 2) 11/27/19 WOMEN'SRESTROOM101MEN'SRESTROOM101OFFICE101OFFICE101FOYER101WEST ENTRY101EAST ENTRY101HALLWAY101MECH.CHASE101MECHANICAL & ELECTRICALROOM101CERAMICSCLASSROOM101SCULPTURECLASSROOM101FOUNDRY, FORGE,& WELDING AREA101WOOD SHOP101HALLWAY101DATAROOM101OUTDOORRAKU KILN AREA101DAMPROOM101GLAZINGROOM101KILNROOM101CLAY MIXING& DRY STORAGE101CLAYSTORAGE101PLASTERAREA101FURNITURESTORAGE101TOOLROOM101B.F.A.STUDIO101HALLWAY101CUSTODIALROOM101HVACHVACHVACHVACW 2ND SS 1ST E W.V.W.V.W.V.W.V.W.V.W.V.SD CB #1 GRATE:4882.45 N INV OUT:4879.25 EX SD MH 1 GRATE:4893.55 N INV OUT:4887.62 PROPOSED SSMH Rim:4894.41 SD MH 1 Rim:4878.36 INV IN:4875.36 INV OUT:4875.36 SC SCSCSCSCSCSCSCSCInstall 48' of 12" ADS N 12 Storm Pipe @ 5.12% 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 5 5 2 7 9 9 9 9 9 9 9 10 10 10 10 1010 10 11 11 11 13 13 14 14 14 14 14 14 14 14 14 14 15 15 16 16 16 13 16 17 17 18 20 14 55 55 5 1 14 21 5 22 22 22 22 22 22 22 22 8 23 23 23 23 23 6 24 25 25 25 3 3 3 3 3 19 3 3 22 2 19 5 5 14 20 12 99 1 Install 235' of 12" ADS N 12 Storm Pipe @ 3.47% EX SD MH 2 Rim:4873.10 INV IN:4867.20 6 55 5 1 SCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSTORM WATER VUALT GRATE:4881.66 S INV IN:4878.39 N INV OUT:4877.83 Install 23' of 12" ADS N 12 Storm Pipe @ 3.81% 5 SD CB #2 GRATE:-2.50 N INV OUT:-4.17 Install 100' of 12" ADS N 12 Storm Pipe @ -3.33% Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 82' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ -0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05%Install 126' of 24" ADS N 12 Storm Pipe @ 0.05% 5 26 26 1 1 27 21 8 3 2 6 8 4 7 10 11 9 12 13 14 15 16 5 1 17 18 19 20 21 22 24 25 23 26 27 NOTE: 1.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES. 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. 3.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 4.ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ. 5.ALL STRIPING TO BE INSTALLED PER MUTCD STANDARDS. 0101-01 RETAIN AND PROTECT EXISTING UTILITY 0101-03 RETAIN AND PROTECT EXISTING ASPHALT AND CONCRETE 0201.4.1.E.1-01 REMOVE EXISTING UTILITY 0706.4.1.A.5-01 INSTALL STANDARD 6" CATCH CURB AND GUTTER PER ISPWC-701 0101-02 RETAIN AND PROTECT EXISTING TREE SC SC SC SC W.V. 0201.4.1.F.1-01 SAW CUT, REMOVE AND REPAIR OF EXISTING CONCRETE OR ASPHALT 0602.4.1.F.1-01 INSTALL CATCH BASIN TYPE I PER ISPWC SD 601 0602.4.1.B.1-02 INSTALL STORM VAULT WITH SLIDE GATE PER DETAIL ON SHEET C101 0602.4.1.A.1-01 INSTALL STORM DRAIN MANHOLE TYPE A PER ISPWC 612 0706.4.1.A.5-02 INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL ON SHEET C101 0706.4.1.A.5-03 INSTALL 2.5' CATCH CURB AND GUTTER PER ISPWC 701 0706.4.1.D.1-01 INSTALL CONCRETE STEPS REFER TO AE 502 DETAILS 2, 3, AND 5 0706.4.1.E.1-04 INSTALL 4" CONCRETE SIDEWALK PER ISPWC PER ISPWC SD-709 W/ HEAT MELT IN WALK SEE MECHANICAL PLANS FOR DETAILS 0706.4.1.B.1-01 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ISPWC SD 708 0706.4.1.H.1-01 INSTALL CONCRETE PEDESTRIAN RAMP INCLUDING RAILING PER ADA STANDARD 0706.4.1.H.1-02 INSTALL PEDESTRIAN RAMP WITH DETECTABLE WARNING DOMES PER ADA STANDARDS 0504.4.1.B.1-04 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% 2030.4.1.D.1-01 INSTALL STEAM LINE. SEE MECHANICAL FOR DETAILS. 2030.4.1.D.1-02 INSTALL GAS SERVICE LINE TIE INTO ROOF DRAINS SEE MECHANICAL PLANS FOR DETAILS TIE INTO ROOF DRAINS SEE MECHANICAL PLANS FOR DETAILS REMOVE EXISTING STORM PIPE AND STRUCTURES REMOVE AND REPLACE EXISTING MANHOLE PROPOSED MOTORCYCLE PARKING PROPOSED CROSS WALK 0706.4.1.A.6-01 INSTALL PRIVATE MONUMENT SIGN. SEE LANDSCAPE DESIGN. 24.00' 8.00' 8.00' 17.00' 138.94' 1102.4.1.A.1-01 INSTALL STREET LIGHT PER BYU-I STANDARDS SEE ELECTRICAL PLANS FOR DETAILS 2050.4.1.A.1-01 INSTALL TREE SEE LANDSCAPE PLANS FOR DETAILS 0404.4.1.A.1-02 INSTALL 2" WATER SERVICE AND INTERIOR METER PIT LANDSCAPE ROCK (SEE LANDSCAPE DESIGN) 0706.4.1.E.1-02 INSTALL 2' WIDE CONCRETE APRON PER DETAIL ON SHEET C101 TIE INTO EXISTING STEAM VAULT 2030.4.1.D.1-03 INSTALL GAS METER PER INTERMOUNTAIN GAS GUIDLINES SAW CUT AT NEAREST JOINT ADA LANDING ADA LANDING ADA LANDING SAW CUT AND REMOVE EXISTING CURB CUT AND REPLACE CURB @ ENTRANCE WITH REGULAR HIGH BACK CURB TO MATCH EXISTING GRADE PROJECT NAME: SHEET NAME: NO.DESCRIPTION DATE Barry Bame bbame@connectengr.com 208-757-7514 OF C103 SHEET NUMBER: DRAWN BY: CHECKED BY: REVISION SCHEDULE Blake Jolley 10569PROJECT NO: DOCUMENT STATUS STATUS DATE ©2019 BYU-IDAHO 525 SOUTH CENTER STREET REXBURG, IDAHO, 83460 CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@connectengr.com (208) 681-8590 STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795 ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659 MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@engsystems.com (208) 233-0501 ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@gmail.com (208) 232-4439 LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@gmail.com BRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXCIVILUTILITY ANDCONCETEINSTALL 12" BY 24" ADS N 12 TEE INSTALL 12" BY 24" ADS N 12 TEE INSTALL 4" CLEANOUT PORT 1104.4.1.A.1-01 INSTALL PAVEMENT MARKINGS PER MUTCD STANDARDS 0706.4.1.F.1-01 INSTALL APPROACH PER ISPWC SD710-B 11/27/19 SCALE: 1" = 20'-0" - 24" x 36" sheet sizeILCENSEDLANDSCAPE A RCHITEC T S T A TEOFIDAHODAVI D VANWEAVERLA - 76**020406080100LANDSCAPE ARCHITECTURE - LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208)529-9504 COPYRIGHT WEAVER& ASSOCIATES PA DESIGN AND DRAWING NOT TO BE USED WITHOUT THE WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND PERFORMED IN THE INTEREST OF THE OWNER. NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT WEAVER & ASSOCIATES PA 11-01-19Weaver & Associates PAweaverlandscape@gmail.com(208) 529-9504WEAVERPROJECT NAME:SHEET NAME:NO.DESCRIPTIONDATE OFSHEET NUMBER:DRAWN BY:CHECKED BY:AB123CD45REVISION SCHEDULE11513PROJECT NO:DOCUMENT STATUSSTATUSDATE11-27-19BID DOCUMENTS©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX K-4989-RFRESHMANC_URINALSVITREOUS CHINASPORI MOPSINKS 1ST EW.V.CLARKECIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comLANDSCAPE PLANTING PLANMINIMUM AREALEGENDOF NEW RTFAREA OF ANNUALPLANTINGSAnnual plantings by owner; soil in planting area by contractor.NOTES:1.10-08-19New sodded lawn shown shall be RTF sod.See site, mechanical, electrical and sprinkler plans for information about otherwork.2.3.4.new bluegrass sodded lawn to repair damage. Use sod cutter to cut existingRepair damage to existing lawns caused by construction. Use new topsoil andlawns and to form joint for patching with new sod.Landscape Planting Plan OFL101959 Total SheetsARGSPIQMTGCEFJK5/G122/G230/G33/G436/G613/G7AREA OFSTONE MULCHGSGSGSGSMPITGQMTGTGARPIPIGSGKKKIIIEJADAAIIFFFFFKFFFFFFMMMMMMHTGTGKEECSCS770/G8GGIIGSGSSODDED LAWNBLLLLLLLLLAJJJJ31/G8J3/G412/G513/G717/G136/G18/G512/G712/G718/G228/G6PLANT LISTQuantKeyBotanical NameCommon NameSizeTREES2ARAcer rubrum 'Armstrong Gold'Armstrong Gold Maple2" B&B2CSCrataegus x mordensis 'Snowbird'Snowbird Hawthorne2" B&B8GSGleditsia triacanthos 'Skyline'Skyline Honeylocust2" B&B4PIPinus nigraAustrian Pine6'-8' B&B2QMQuercus x macrocarpa 'Heritage'Heritage Bur Oak2" B&B6TGTilia cordata 'Greenspire'Greenspire Linden2" B&BSHRUBS4ACornus alba 'Ivory Halo'Variegated Tatarian Dogwood5 gal. 18-24"1BEuonymus alata 'Compacta'Dwarf Winged Euonymus5 gal. 18-24"1CForsythia x intermedia 'Spring Glory'Double Play Forsythia5 gal. 18-24"1DPhysocarpus opulifolius 'Diablo'Diablo Ninebark5 gal.4ERosa 'Double Red Knockout'Double Red Knockout Rose3 gal.12FRosa 'Double Pink Knockout'Double Pink Knockout Rose2 gal. 12-18"3GRosa 'Rainbow Knockout'Rainbow Knockout Rose2 gal. 12-18"1HRosa 'Sunny Knockout'Sunny Knockout Rose2 gal. 12-18"7ISpiraea bumalda 'Anthony Waterer'Anthony Waterer Spiraea5 gal. 12-18"7JSpiraea bumalda 'Gold Flame'Gold Flame Spiraea5 gal. 12-18"6KSpiraea betulifolia 'Tor'Tor Birchleaf Spiraea5 gal. 12-18"9LSpiraea media 'Blue Kazoo'Blue Kazoo Spiraea5 gal. 12-18"7MTaxus x-media 'Dark Green Spreader'Dark Green Spreading Yew5 gal. 18-24"GROUNDCOVER58G1Delphinium grandiflorum 'Summer Morning'Summer Morning Delphinium1 gal.40G2Echinacea purpureaPurple Coneflower4" pot.30G3Gaillardia x-grandiflora 'Arizona Sun'Arizona Sun Blanket Flower1 gal.6G4Helictotrichon sempervirens 'Sapphire'Sapphire Blue Oat Grass1 gal.20G5Penstemon 'Dark Towers'Dark Towers Penstemon1 gal.64G6Salvia 'Fashionista Sweet Petite'Sweet Petite Sage1.gal.50G7Veronica longifolia 'First Lady'First Lady Speedwell1 gal.801G8Vinca minorDwarf Periwinkle4" pot.EXISTINGLAWNEXISTINGLAWNEXISTINGLAWNEXISTINGLAWNEXISTINGLAWNEXISTINGLAWNEXISTINGLAWNEXISTINGTREE, TYP SCALE: 1" = 20'-0" - 24" x 36" sheet sizeILCENSEDLANDSCAPE A RCHITEC T S T A TEOFIDAHODAVI D VANWEAVERLA - 76**020406080100LANDSCAPE ARCHITECTURE - LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208)529-9504 COPYRIGHT WEAVER& ASSOCIATES PA DESIGN AND DRAWING NOT TO BE USED WITHOUT THE WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND PERFORMED IN THE INTEREST OF THE OWNER. NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT WEAVER & ASSOCIATES PA 11-01-19Weaver & Associates PAweaverlandscape@gmail.com(208) 529-9504WEAVERPROJECT NAME:SHEET NAME:NO.DESCRIPTIONDATE OFSHEET NUMBER:DRAWN BY:CHECKED BY:AB123CD45REVISION SCHEDULE11513PROJECT NO:DOCUMENT STATUSSTATUSDATE11-27-19BID DOCUMENTS©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX K-4989-RFRESHMANC_URINALSVITREOUS CHINASPORI MOPSINKS 1ST EW.V.CLARKECIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com222VALVE SYMBOL LEGENDVALVE NUMBERAPPROXIMATE TOTAL GPMInstall one pipe per sleeve, maximum. Install wiring in separate sleeve.Use only insert fittings for polyethylene pipe. Polyethylene pipe may be pulled.2.NOTES:1.3.Mainline depth: 24", install 48" away from sidewalk. Notify landscape architect4.Repair damage to plantings caused by construction. and patching to match or by boring. Tunneling or other methods whichburied 12" deep, minimum. All splices shall be visible within a valve box.Install new control wiring which is not taped to new mainline in poly pipe conduitnew bluegrass sodded lawn to repair damage. Use sod cutter to cut existingRepair damage to existing lawns caused by construction. Use new topsoil andcause erosion not allowed.Install sleeves under existing concrete or asphalt by either cutting5.9.7.8.10.season and start the system the following spring.Contractor shall winterize system using compressed air at the end of the first watering lawns and to form joint for patching with new sod.if obstructions are encountered.Install three additional 4" sleeves at each new sleeve location.Install one control valve per valve box.6.NEW LATERAL LINE: HDPE-3408, ASTM D2239, 100 PSI, SIDR 15 POLYETHYLENENEW SLEEVE OR SLEEVES FOR LINES AND/OR WIRING. SIZES SHOWN ARE PIPE SIZES.NEW MAINLINE: 2" OR 1-1/4" AS SHOWN, SCHEDULE 40 PVC BURIED 24" DEEP. INSTALL DETECTABLE WARNING TAPESLEEVE SIZE SHALL BE A MINIMUM OF TWO SIZES LARGER THAN PIPE SIZE, SEE NOTES.CONTROLLED INSIDE DIAMETER PIPE.IN TRENCH 6" ABOVE PIPE. AREA OF NETAFIM TLDL9-12-0.9 GPH DRIPLINE. SPACE LINES 8" FROM EDGES AND 16" O/C.INSTALL WITH NETAFIM TLS-6 SOIL STAPLES.LEGENDSTOP VALVE EXISTINGCONTROL VALVE: TORO 220-26-64, 1" BRASS PRESSURE REGULATED VALVE WITH IRRITROL SOLENOIDCONTROL VALVE: TORO 220-26-66, 1-1/2" BRASS PRESSURE REGULATED VALVE WITH IRRITROL SOLENOIDNEW MASTER VALVE: TORO 220-26-68, 2" BRASS VALVE WITH IRRITROL SOLENOIDFLOW SENSOR: HUNTER HFS-FCT-150FBLOWOUT CONNECTION, SEE DETAIL I/L103CONTROLLER: HUNTER ACC2 METAL DECODER CONTROLLERISOLATION VALVE: BRASS GATE VALVE, SIZE TO MATCH MAINLINE.BACKFLOW PREVENTION DEVICE EXISTING3/4" BRASS MANUAL DRAIN ON MAINLINESee site, mechanical, electrical and landscape plans for information about other work.RAIN SENSOR: HUNTER WRCCONTROL VALVE: TORO 220-26-64, 1" BRASS PRESSURE REGULATED VALVE WITH IRRITROL SOLENOIDAND HUNTER HFR-100-075-25 REGULATING FILTER 1-1/2"2"1"1-1/4"Sprinkler Irrigation PlanL1021059 Total Sheets OFF FLOW 5'3'HEAD SYMBOL LEGENDGPM REQUIREMENTKEYHEAD2.502.001.340.70TORO 570Z-4P-15-PC SPRINKLER IRRIGATION PLANAPPROXIMATE LOCATION OF EXISTING SLEEVEHUNTER PROS-04-PRS40-MP CORNER0.394.073.062.040.96HUNTER PROS-04-PRS40-MP3000HUNTER PROS-04-PRS40-MP20001.641.230.830.440.25 END; 0.5 SIDEHUNTER PROS-04-PRS40-04-MP SIDE OR ENDEXISTING MAINLINE: PVC SCHEDULE 40, SIZE 2", VERIFY LOCATIONEXISTING LATERAL LINE AND HEAD (HEADS NOT ALL SHOWN)CONNECT NEW LATERAL LINE TO EXISTING LATERAL LINE. MATCH EXISTING LINE SIZE.CONNECT NEW MAINLINE TO EXISTING MAINLINE2" BRASS PRESSURE REDUCING VALVE2.861.28HUNTER PROS-04-PRS40-MP3500810ROUTE OF BURIED 1-1/4" CONDUIT FOR CONTROL WIRING FROM CONTROLLER TO MAINLINE2291123324-5406129341012111212121312736TORO 570Z-4P-FB-PC-2002.001"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1"1-1/4"1-1/4"1"1"1"1"1"1-1/4"1"1"1"1"1"1"1-1/4"1-1/2"2"1"1"1-1/4"1"1-1/4"1"1-1/4"1-1/4"1-1/2"2"1"2"1-1/4"1-1/4"1-1/4"1-1/4"1-1/4"2"2"2"2" ILCENSEDLANDSCAPEARCHITECT S TATEOFIDAHODAVI DVANWEAVERLA - 76**LANDSCAPE ARCHITECTURE - LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208)529-9504 COPYRIGHT WEAVER& ASSOCIATES PA DESIGN AND DRAWING NOT TO BE USED WITHOUT THE WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND PERFORMED IN THE INTEREST OF THE OWNER. NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT WEAVER & ASSOCIATES PA 11-01-19Weaver & Associates PAweaverlandscape@gmail.com(208) 529-9504WEAVERPROJECT NAME:SHEET NAME:NO.DESCRIPTIONDATE OFSHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULE11513PROJECT NO:DOCUMENT STATUSSTATUSDATE11-27-19BID DOCUMENTS©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comNOT TO SCALE BROAD UPRIGHT TYPE PLANTSTYPICAL MEASUREMENT FORDEPTH AVERAGE HEIGHT AVERAGE SPREADDIAMETERTWO-THIRDS OF THE HEIGHT.SHOULD NOT BE LESS THANTHE SPREAD. HOWEVER, THE SPREADEQUAL TO IF NOT GREATER THANMOST CASES HAVE A HEIGHTNOTE: WELL GROWN MATERIAL WILL INANOT TO SCALE PROSTRATE TYPE PLANTSAVERAGE SPREADDIAMETERDEPTH AS 12" STOCK.NARROWEST, IT SHOULD BE CLASSIFIEDTHE WIDEST WAY AND 9" THEPLANT IS UNEVEN, FOR EXAMPLE, 15"THE SAME IN ANY DIRECTION. IF AAND TRANSPLANTED SHOULD MEASUREDIAMETER. PLANTS PROPERLY TRIMMEDOF PLANT AND NOT THE GREATESTMEASUREMENT SHOULD BE AVERAGETYPICAL MEASUREMENT FORBDL103NOT TO SCALE SHRUB PLANTING DETAIL, TYPSHRUBPLANTING SOILFERTILIZER TABLET12" TOPSOILSUBSOILCNOT TO SCALE DETAIL IN LAWN AREA, TYPL103L103L103CONTROLLER DETAILNOT TO SCALE GL103IN 6' DIA. CIRCLEFERTILIZER TABLETSPLANTING MIXTOP DRESSING MULCHTREEREMOVE TWINE AND TOP 1/3 OF BURLAP12" TOPSOILSUBSOIL12" TOPSOIL3" DEEP LAYER OF ORGANICLAWN FINISHGRADETREE STAKE ANDTREE STAKING TIESSPRAY HEADFLEXIBLE RISER ELLLOCATE HEADS NO CLOSER THAN 12" FROMBUILDING OR WALL1" TO 3" CLEARANCECONC WALK, CURBOR MOW STRIP, ORPOP-UPFLEXIBLE RISERLATERAL LINENOT TO SCALE 1/2" BELOWEDGESPRAY HEAD DETAIL, TYP OTHER BOUNDARYSTREET ELLPL103GALVANIZEDEXTENSIONVALVE BOXISOLATION VALVEBRASS GATEVALVE BOXFINISH GRADECONCRETE PAVER ATEACH CORNERISOLATION VALVE, TYPNOT TO SCALEGRAVEL TO DEPTHOF EXCAVATIONOL103TRENCH DETAIL, TYPNOT TO SCALE LATERAL LINEMAIN PVC LINE. TAPE2" SAND OR ROCK FREESOIL AROUND PVC PIPEWIRES TO BOTTOMSIDE OF MAIN LINEAT 10'-0" O.C.COMPACTED BACKFILL2" SAND OR ROCK FREESOIL AROUND ALL PIPELATERAL LINE SLEEVEMAINLINE SLEEVEPAVING OR WALKNOT TO SCALE TRENCH FOR SLEEVES DETAIL, TYPWHERE SHOWN FINISH GRADESLEEVE FOR WIRING18" LATERAL LINES24" MAINLINES24"CONTROL VALVE DETAIL, TYP NOT TO SCALE 12"FLOW SENSOR DETAIL, TYPNOT TO SCALE BLOWOUT CONNECTIONNOT TO SCALEJL103IL103ML103KL103LL103EXTENSIONVALVE BOXGALV ADAPTERVALVE BOXFINISH GRADESTOP VALVE1" BRASSPVC MAINLINEGATE VALVE1" BRASS STOPVALVE DRAINBLOWOUTISOLATIONCONCRETE PAVER ATEACH CORNERDECODERPVC MAINLINEEXTENSIONVALVE BOXVALVE BOXGRAVEL TO DEPTHOF EXCAVATIONTAPE WIRE TOMAINLINELINELATERALCONC EDGEWIRE CONNECTORS3' MIN CLEARANCEEACH CORNERCONCRETE PAVER ATTWIST IN WIREDECODER WIREATTACHED TOBOTTOM SIDEOF MAINLINEMAINLINEGRAVEL TO DEPTHOF EXCAVATIONGALVANIZED RISER, ELL AND NIPPLESGALVANIZEDUNION, ADAPTER ANDNIPPLESWATERPROOFDECODERWIRE CONNECTORSWATERPROOFEXTENSIONVALVE BOX WITHSLOPECONTROL VALVE DETAIL, TYP NOT TO SCALE LINELATERALCONC EDGEWIRE CONNECTORS3' MIN CLEARANCEEACH CORNERCONCRETE PAVER ATTWIST IN WIREDECODER WIREATTACHED TOBOTTOM SIDEOF MAINLINEMAINLINEGRAVEL TO DEPTHOF EXCAVATIONGALVANIZED RISER, ELL AND NIPPLESGALVANIZEDUNION, ADAPTER ANDNIPPLESWATERPROOFDECODERWIRE CONNECTORSWATERPROOFEXTENSIONVALVE BOX WITHVALVE LABELCONTROL VALVEPRESSURE REGULATINGFILTER HUNTER HFR-100-075-25CONCRETE PAVER ATEACH CORNERGRAVEL TO DEPTHOF EXCAVATIONPVC MAINLINEEXTENSIONVALVE BOXVALVE BOXFINISH GRADETAPE WIRE TOMASTER VALVEMAINLINEUNIONGALV.DECODERMASTER VALVE DETAIL, TYPNOT TO SCALEVALVELABELCONCRETE PAVER ATEACH CORNERGRAVEL TO DEPTHOF EXCAVATIONMAINLINEGALVANIZEDMAINLINEGALVANIZEDMAINLINEPVC MAINLINEPVC MAINLINEGALVANIZED ADAPTERAND NIPPLESAND GALVANIZED ADAPTER3' MINIMUM BETWEEN FLOW SENSORAND MASTER VALVE5' MINIMUM BETWEEN SENSOR4'-6"18" BELOW GRADE1-1/4" CONDUIT INSTALLEDFINISH GRADESCH 40 STEEL ABOVE GRADECONTROL WIRE CONDUIT: 1-1/4"OF MECHANICAL ENCLOSURECONTROLLER ON INSIDE WALL ENCLOSE 110V CONDUCTORSIN CONDUIT FROM CONTROLLERTO POWER SOURCE.COMPLY WITH CODES.TO MAINLINETO CONTROLLERCONNECT ETHERNET WIRINGDECIDUOUS TREE PLANTINGFL103HL103NL103AB123CD4FLOWFLOWFLOWFLOWVALVE LABELCONTROL VALVEDetails OFL1031159 Total Sheets3" DEEP LAYER OF ORGANICTOP DRESSING MULCHGALVANIZEDMAINLINEEACH CORNERFINISH GRADEPRESSURE REDUCING VALVE DETAIL, TYP NOT TO SCALE 2" BRASS PRESSUREDCAVALVE BOXWITH EXTENSION2" GALVANIZEDCONC EDGE3' MIN CLEARANCEGRAVEL TO DEPTHOF EXCAVATIONGALV UNION (2)REDUCING VALVEPAVER AT2" LINE FROMFLOWIN 4'-6" DIAMETER CIRCLETOPSOILSUBSOILTOP 1/3 OF BURLAPREMOVE TWINE AND PLANTING MIX 18" DEEP MINFERTILIZER TABLETSEVERGREEN TREE PLANTING DETAIL, TYPNOT TO SCALE TREE3" DEEP LAYER OF6' DIA CIRCLETOP DRESSING MULCHLAWN FINISHGRADE12"4"EL103 STRUCTURAL GENERAL NOTESBASIS OF DESIGN1.GOVERNING BUILDING CODE...............................................2015 IBC2.OCCUPANCY CATEGORY.......................................................II3.LOAD COMBINATIONS:ASD -GRAVITY AND LATERAL.......................................1605.3.14.GRAVITY DESIGN:DEAD LOADROOF................................................................................20 PSFFLOOR..............................................................................30 PSFPARTITIONS.....................................................................NA PSFLIVE LOAD (UNIFORMLY DISTRIBUTED LOADS)MECHANICAL....................................................................60 PSFLIVE LOAD (CONCENTRATED LOADS)ALL AREAS.........................................................................2000 LBSROOF LIVE LOAD (NOT CONCURRENT WITH ROOF SNOW LOAD)............20 PSFROOF SNOW LOADGROUND SNOW LOAD...................................................53 PSFFLAT ROOF SNOW LOAD...............................................40 PSFIs........................................................................................1.00Ce......................................................................................1.00Ct.......................................................................................1.00DRIFTING PER ASCE 75.LATERAL DESIGN:WIND DESIGN PER ASCE 7-10ULTIMATE DESIGN WIND SPEED..................................115 MPHEXPOSURE.....................................................................BINTERNAL PRESSURE COEFFICIENT..........................0.18TOPOGRAPHIC FACTOR...............................................1.00SEISMIC DESIGNSEISMIC DESIGN PROCEDURE.....................................E.L.F.Ss CHART VALUE............................................................0.45 gS1 CHART VALUE............................................................0.16 gSITE COEFFICIENT FA....................................................1.20SITE COEFFICIENT FV....................................................1.643SDS...................................................................................0.357 gSD1...................................................................................0.172 gSITE CLASS.....................................................................CSEISMIC DESIGN CATEGORY.......................................CIMPORTANCE FACTOR Ie...............................................1.00REDUNDANCY FACTOR..................................................1.00PORTION OF SNOW LOAD INCLUDED..........................0%BUILDING PERIOD T........................................................0.15 SEC.LATERAL FORCE RESISTING SYSTEM.........................NON-SEISMIC MOMENT FRAMER........................................................................................3OMEGA.............................................................................3Cd......................................................................................3Cs.......................................................................................0.12 gGENERAL1.THE GENERAL CONTRACTOR SHALL:A.BECOME FAMILIAR WITH ALL PORTIONS OF THE CONTRACT DOCUMENTS AND INSURE THAT ALL SUBCONTRACTORS ARE FAMILIAR WITH THOSE PORTIONS PERTAINING TO THEIR AREA OF WORK. NO DEVIATIONS WILL BE ALLOWED UNLESS AGREED UPON BY ALL PARTIES IN WRITING PRIOR TO CONSTRUCTION FABRICATION.B.VERIFY ALL DIMENSIONS AND ELEVATIONS. COORDINATE ALL DOORS, WINDOWS, NON-BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS, KERFS, ETC.C.FIELD VERIFY ALL SITE CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER REGARDING ACTUAL CONDITIONS AT THE SITE WHICH ARE NOT PER THE DRAWINGS.D.COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES AND SUBCONTRACTORS. REPORT ANY MODIFICATIONS TO THE STRUCTURAL PORTION OF THE BUILDING BY OTHER TRADES TO THE ARCHITECT AND STRUCTURAL ENGINEER.E.BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES.F.REPORT PROGRESS OF WORK TO ARCHITECT AND STRUCTURAL ENGINEER. G.COORDINATE AND VERIFY LOCATIONS AND WEIGHTS OF MECHANICAL UNITS AND/OR OTHER EQUIPMENT OR DEVICES PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY SUPPORTING STRUCTURE. SUCH LOADS SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW. ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF SUCH UNITS AND/OR EQUIPMENT. LATERAL SUPPORT FOR THE EQUIPMENT SHALL BE PROVIDED BY EQUIPMENT INSTALLER.H.COORDINATE AND VERIFY ROOF, FLOOR, AND WALL OPENINGS REQUIRED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR OTHER DRAWINGS PRIOR TO CONSTRUCTION. REPORT OPENINGS REQUIRED WHICH ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW.I.COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL NOTES, OR SPECIFICATIONS WITH THE ARCHITECT AND STRUCTURAL ENGINEER.2.CONTRACT DOCUMENTS:A.REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE DRAWINGS. B.DETAILS, SECTIONS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OR SHOWN OTHERWISE.C.THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE.D.INFORMATION ON DRAWINGS INDICATING EXISTING CONDITIONS IS BASED ON BEST PRESENT KNOWLEDGE, BUT MAY NOT BE ENTIRELY ACCURATE AND MUST BE FIELD VERIFIED.3.BUILDING CODE COMPLIANCE:A.INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND STANDARDS. ASTM, IBC, AND OTHER DESIGNATIONS SHALL BE AS AMENDED TO LATEST DATE UNLESS NOTED OTHERWISE.4.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS:A.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD, MEANS, AND SEQUENCE OF ALL STRUCTURAL ERECTION EXCEPT WHEN SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING TO PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT DURING ERECTION. THIS SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE PLACED AND ALL FINAL CONNECTIONS ARE COMPLETED, INCLUDING ALL ROOF AND FLOOR ATTACHMENTS.B.SHORING AND SUPPORTING FORM WORK FOR SUSPENDED CONCRETE OR MASONRY MATERIAL SHALL REMAIN IN PLACE AND SHALL NOT BE REMOVED UNTIL THE STRUCTURAL MEMBERS HAVE ACQUIRED SUFFICIENT STRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT AND ANY ADDITIONAL CONSTRUCTION, STORAGE, AND/OR OTHER LOADS TO WHICH THE MAY BE SUBJECTED. IN NO CASE SHALL THEY BE REMOVED PRIOR TO 7 DAYS. RE-SHORING SHALL BE IMMEDIATELY INSTALLED UPON REMOVAL OF SUCH FORMS AND SHALL REMAIN IN PLACE UNTIL 28 DAYS AFTER PLACING OF MATERIAL OR UNTIL MATERIAL HAS REACHED ITS 28 DAY DESIGN STRENGTH, WHICHEVER IS LONGER. DO NOT REMOVE LARGE AREAS OF SHORING BEFORE STARTING RE-SHORING PROCEDURES.C.NON-BEARING INTERIOR WALLS SHALL BE ADEQUATELY BRACED TO THE STRUCTURE ABOVE WITH ALLOWANCE FOR DEFLECTION OF THE STRUCTURE ABOVE AND/OR BELOW.D.BUILDING WALLS WHICH RETAIN EARTH MUST BE BRACED AT THE TOP. DO NOT BACKFILL UNLESS BRACING IS PROVIDED OR UNTIL THE COMPLETE FLOOR OR ROOF SYSTEM IS IN PLACE, TYPICAL, UNLESS NOTED OTHERWISE.5.OMISSIONS AND/OR CONFLICTS:A.OMISSIONS IN AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH ANY WORK INVOLVED.B.IN CASE OF CONFLICTS IN THE STRUCTURAL WORK, THE MOST STRINGENT REQUIREMENTS, AS DIRECTED BY THE ARCHITECT AND STRUCTURAL ENGINEER, SHALL BE IMPLEMENTED AT NO ADDITIONAL COST TO THE OWNER.6.MISCELLANEOUS:A.DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND/OR OWNER SHALL KEEP THELOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN.B.OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION.C.STAIRS ARE TO BE AS PER THE ARCHITECTURAL DRAWINGS.D.ALL WORK SHALL BE DONE IN ACCORDANCE WITH OSHA REQUIREMENTS. ANY CONFLICTS BETWEEN THESE DOCUMENTS AND OSHA REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK.CONCRETE1.CODES AND STANDARDS:A.CONCRETE CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS OF: I.ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".II.ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS MODIFIED BY THE IBC.III.ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK".2.MATERIALS:A.CEMENT SHALL CONFORM TO ASTM C150, PORTLAND CEMENT.I.USE TYPE I OR II FOR EXPOSURE CLASS S0II.USE TYPE I OR V FOR EXPOSURE CLASS S1III.USE TYPE V FOR EXPOSURE CLASS S2 AND S3B.HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330. C.WATER SHALL BE POTABLE.D.AIR ENTRAINMENT SHALL CONFORM TO ASTM C260.I.LIMIT AIR CONTENT TO 3% AT TROWEL FINISHED FLOOR SLABS OR FINISH PER ACI302.1R-96 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" WHERE AIR CONTENT IS >3%.E.FLY ASH, CLASS F POZZOLAN SHALL CONFORM TO ASTM C618.F.CALCIUM CHLORIDE SHALL NOT BE USED.G.DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A496.H.HEADED ANCHOR STUDS (HAS) SHALL CONFORM TO ASTM A108. I.SILICA FUME (2% TO SUSPENDED PARKING SLABS) SHALL CONFORM TO ASTM C12403.MIX DESIGNS:A.ONLY ONE TYPE OF CONCRETE SHALL BE PLACED AT THE SITE AT ANY GIVEN TIME.B.LIMIT SLUMP TO 4" MAXIMUM PRIOR TO THE ADDITION OF PLASTICIZERS AND WATER REDUCING ADD MIXTURES. CONCRETE SUPPLIER SHALL INDICATE FINAL SLUMP OF EACH CONCRETE MIX DESIGN.C.CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING:D. LIMIT FLY ASH TO 25% OF THE TOTAL CEMENTITIOUS MATERIAL.E. PEA GRAVEL AGGREGATE AND/OR PLASTICIZER MAY BE USED IN CONGESTED AREAS WHEN REQUIRED TO PROPERLY FILL ALL VOIDS AND/OR FOR WORKABILITY. (CONTRACTORS OPTION).4.CONSTRUCTION:A. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT.B. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC. ANCHOR BOLTS AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE.C. CONSTRUCTION JOINTS AND BULKHEADS SHALL BE FORMED WITH A KEY WAY. ALL CONTACT SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED TO A 1/4" AMPLITUDE PRIOR TO CASTING ADJACENT POUR.D. GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE.E. OPENINGS IN FLOORS AND/OR WALLS SHALL HAVE ADDITIONAL REINFORCING AROUND ALL SIDES OF THE OPENING EQUIVALENT TO THE BARS CUT BY THE OPENING WITH HALF ON EACH SIDE OF THE OPENING OR 2-#5 BARS, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE. BARS PARALLEL TO THE PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF THE SPAN. BARS IN THE OTHER DIRECTION SHALL RUN 24 INCHES BEYOND THE EDGE OF THE OPENING OR END WITH A STANDARD HOOK. ALSO PROVIDE 2-#5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF EACH OPENING.F.NO PENETRATION SHALL BE ALLOWED THROUGH ANY CONCRETE BEAM, JOIST, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT?S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS.G.ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS.5.FOOTINGS:A.FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL. SEE THE SITE PREPARATION NOTES.B.FOOTINGS SHALL BE CENTERED BELOW THE WALL AND/OR COLUMN ABOVE, TYPICAL UNLESS NOTED OTHERWISE.C.EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF FROST.D.PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS.E.STAGGER FOOTING CONSTRUCTION JOINTS FROM WALL CONSTRUCTION JOINTS ABOVE BY AT LEAST 6 FEET.F.REINFORCING IN CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND/OR INTERSECTIONS BY PROVIDING PROPER LAP LENGTHS AND/OR CORNER BARS.G.CONTINUOUS FOOTINGS WITHOUT CONCRETE FOUNDATION WALLS ABOVE SHALL BE REINFORCED WITH A MINIMUM OF 2-#6 LONGITUDINAL TOP BARS IN ADDITION TO REINFORCING SPECIFIED IN THE FOOTING SCHEDULE. AT OPENINGS, PROVIDE (1) #6 TOP BAR FOR EACH FOOT OF FOOTING WIDTH OR PORTION THEREOF, EXTEND 24" BEYOND EDGE OF OPENING, EACH SIDE.H.NO PENETRATIONS SHALL BE ALLOWED THROUGH ANY CONCRETE FOOTING. WHEN CONFLICTS ARISE BETWEEN UNDERGROUND PLUMBING, UTILITIES, ETC., THE FOOTING SHALL BE STEPPED DOWN BELOW THE CONFLICT AND A CONCRETE WALL, PIER, COLUMN ETC., SHALL BE EXTENDED TO THE FOOTING AS REQUIRED.I.BEARING SURFACES FOR FOOTINGS WHICH ARE, OR BECOME, UNDERMINED DURING CONSTRUCTION SHALL BE BACKFILLED WITH A LEAN-MIX CONCRETE (2000 PSI MIN.).6.SLABS ON GRADE:A.INTERIOR SLABS ON GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, SHALL BEAR ON A 4 INCH MINIMUM LAYER OF FREE-DRAINING GRAVEL, AND SHALL BE REINFORCED WITH #4 BARS AT 18" O.C. BOTH WAYS, TYPICAL UNLESS NOTED OTHERWISE. PROVIDE CHAIRS WITH SAND PLATES FOR PROPER PLACEMENT.B.SLABS ON GRADE SHALL BE SUBDIVIDED BY CONSTRUCTION AND/OR CONTRACTION (CONTROL) JOINTS INTO ROUGHLY SQUARES WHOSE SIDES SHALL NOT EXCEED 15 FEET IN EITHER DIRECTION.C.SEE ARCHITECTURAL FOR EXTERIOR SLABS ON GRADE, TYPICAL, UNLESS NOTED OTHERWISE.7. WALLS:A.CONCRETE WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE:WALL VERTICALHORIZONTALTHICKNESS REINFORCINGREINFORCING (GRADE 60)(GF 0.0012)(GF 0.0020)B.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL (EXCEPT FOR BASEMENT WALLS, RETAINING WALLS, OR WHEN EACH FACE IS SPECIFIED).C.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR STRUCTURE BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED OTHERWISE.D.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND SPACING AS THE HORIZONTAL REINFORCING.E.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH A STANDARD HOOK.F.WHEN TWO CURTAINS OF STEEL ARE REQUIRED, THE SPLICES IN THE HORIZONTAL REINFORCING OF EACH CURTAIN SHALL NOT OCCUR AT THE SAME LOCATION.G.PENETRATIONS THROUGH ANY CONCRETE WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION.H.PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT WALLS.8. SUSPENDED SLABS, SLABS ON DECK, BEAMS, AND JOISTS:A.LARGE AREAS OF SUSPENDED SLAB SHALL BE PLACED SUCH THAT THE MAXIMUM EXTENT OF ANY INDIVIDUAL CASTING OF SUSPENDED SLAB SHALL NOT EXCEED 65 FEET IN EITHER DIRECTION.B.FORMS AND SCREEDS FOR SUSPENDED CONCRETE MEMBERS SHALL BE CAMBERED 1/4" PER 10 FEET OF SPAN TO COMPENSATE FOR DEAD LOAD DEFLECTIONS.C.CONSTRUCTION JOINTS IN SUSPENDED SLABS AND/OR BEAMS SHALL OCCUR AT OR NEAR MID SPAN, WITHIN THE MIDDLE THIRD. COORDINATE PLACEMENT WITH THE ARCHITECT AND STRUCTURAL ENGINEER. SEE PLANS FOR REQUIRED POUR STRIPS.D.BRIDGING IN CONCRETE JOISTS SHALL BE 6 INCHES NOMINAL WIDTH BY FULL DEPTH OF THE JOIST. REINFORCE WITH 1#5 BY CONTINUOUS TOP AND BOTTOM.9. COLUMNS:A.VERTICAL REINFORCING IN COLUMNS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS SPLICE LENGTH. SPLICES SHALL OCCUR AT FLOOR LEVELS ONLY.B.LATERAL TIES IN COLUMNS SHALL BE SPACED AT ONE HALF THE REGULAR SPACING BUT NOT MORE THAN 8 INCHES ON CENTER AT THE TOP AND BOTTOM OF THE COLUMN FOR A DISTANCE OF 1/6 THE CLEAR COLUMN HEIGHT, THE MAXIMUM COLUMN PLAN DIMENSION, OR 18 INCHES, WHICHEVER IS GREATER.C.WHEN CROSS SECTIONAL CHANGES OCCUR IN COLUMNS, THE LONGITUDINAL BARS SHALL BE OFFSET IN A REGION WHERE LATERAL SUPPORT IS PROVIDED. AT THE OFFSET, THE SLOPE OF THE INCLINED PORTION SHALL NOT BE MORE THAN 1 IN 6, AND THE LATERAL TIES SHALL BE SPACED NOT OVER 3 INCHES ON CENTER FOR A DISTANCE OF ONE FOOT BELOW AND ABOVE THE POINT OF OFFSET.REINFORCING STEEL1.CODES AND STANDARDS:A.REINFORCING STEEL SHALL COMPLY WITH:I.CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE".II.AMERICAN CONCRETE INSTITUTE "DETAILING MANUAL", ACI 315 (OR SP-66).2.MATERIALS:A.REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS AND SHALL CONFORM TO ASTM A615, GRADE 60, WITH A DESIGN YIELD STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW.I. DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A615, GRADE 40 OR ASTM A706, GRADE 60, "LOW-ALLOY STEEL". II. REINFORCING TO BE WELDED SHALL BE ASTM A706, GRADE 60,"LOW-ALLOY STEEL".B.MECHANICAL SPLICE COUPLERS SHALL BE CAPABLE OF DEVELOPING 125% OF THE SPECIFIED STRENGTH OF THE BAR.3.CONSTRUCTION:A.REINFORCING SHALL BE DETAILED, BOLSTERED, AND SUPPORTED PER ACI 315.B.REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND.C.REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS, FOOTINGS, ETC. D.SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS OF COMPRESSION AND/OR AT POINTS OF MINIMUM STRESS, TYPICAL UNLESS NOTED OTHERWISE. LAP SPLICES SHALL BE MINIMUM OF 40 BAR DIAMETERS LONG IN CONCRETE AND 48 BAR DIAMETERS LONG IN MASONRY, TYPICAL UNLESS NOTED OTHERWISE. MINIMUM LAP SHALL BE 24 INCHES LONG. DOWELS SHALL HAVE A MINIMUM OF 30 BAR DIAMETERS EMBEDMENT. TENSION SPICES SHALL BE USED IN CONCRETE WHEN SPECIFICALLY NOTED, USE A CLASS B SPLICE. SPLICES IN TOP BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT MID SPAN. SPLICES IN BOTTOM BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT SUPPORTS.E.BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL BE DONE IN THE FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR THE FIELD. DO NOT UN-BEND OR RE-BEND A PREVIOUSLY BENT BAR. F.REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR TO PLACING CONCRETE AND SHALL BE POSITIONED WITH THE FOLLOWING MINIMUM CONCRETE COVER:CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH................................................................3"CONCRETE EXPOSED TO EARTH OR WEATHER:#6 AND LARGER........................................................................2"#5 AND SMALLER......................................................................1-1/2"CONCRETE NOT EXPOSED TO EARTH OR WEATHER:SLABS AND WALLS, #11 AND SMALLER..................................3/4"BEAMS AND COLUMNS, MAIN REINFORCING OR TIES.........1-1/2"SLABS ON GRADE.....................................................................CENTER OF SLABG.NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX ELECTRODES AND ASTM A706 REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS.H.EPOXY COATED REINFORCING BARS SHALL BE USED WHEN SPECIFICALLY NOTED. INCREASE LAP SPLICE LENGTHS AS REQUIRED BY THE IBC AND ACI.STRUCTURAL STEEL1.CODES AND STANDARDS:A.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WITH:I.THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-16)", WITH "COMMENTARY".II.AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303-10)" EXCLUDING SECTIONS 1.5.1,4.4,7.5.4, AND 7.13.3.III.AMERICAN WELDING SOCIETY (AWS-D1.1) "STRUCTURAL WELDING CODE -STEEL", EXCLUDING ITEMS CONFLICTING WITH AISC REQUIREMENTS.2.MATERIALS:A.STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. OTHER STRUCTURAL STEEL SHAPES, PLATES, ANGLES, ETC. SHALL CONFORM TO ASTM A36. RUSSIAN STEEL IS NOT PERMITTED.B.HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500, GRADE B, WITH A MINIMUM YIELD STRENGTH Fy = 46 KSI.C.STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, WITH A MINIMUM YIELD STRENGTH Fy = 35 KSI.D.HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325 (A490). ANCHOR RODS SHALL HAVE HEADED STUDS AND SHALL CONFORM TO ASTM F1554. ALL OTHER BOLTS SHALL CONFORM TO ASTM A307 OR BETTER.E.HEADED ANCHOR STUDS AND DEFORMED BAR ANCHORS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS.F.ALL MEMBERS AND WELDS WHICH HAVE COMPLETE PENETRATION GROOVE WELDS SHALL MEET THE CHARPY V-NOTCH TOUGHNESS IMPACT TEST OF 20 FOOT POUNDS AT 0 DEGREES FAHRENHEIT AND 40 FOOT POUNDS AT 70 DEGREES FAHRENHEIT.3.CONSTRUCTION:A.FABRICATION SHALL BE DONE IN AN APPROVED FABRICATOR'S SHOP.B.CAMBER IN BEAMS SHALL BE AS INDICATED ON PLANS.C.PROVIDE A SHOP COAT OF PAINT ON ALL STEEL ITEMS, EXCEPT AT AREAS OF WELDING AND/OR BOLTING.D.USE HIGH STRENGTH (8000 PSI MINIMUM AT 28 DAY), NON-SHRINK, LIQUID EPOXY GROUT BENEATH ALL STEEL BASE PLATES AND BEARING PLATES. MIX GROUT WITH SAND OR PEA GRAVEL AS RECOMMENDED BY THE MANUFACTURER. PLACE GROUT AS SOON AS STEEL MEMBER HAS BEEN PROPERLY POSITIONED AND ALIGNED.E.WHERE STRUCTURAL STEEL WIDE FLANGE, PIPE, OR HOLLOW STRUCTURAL SECTIONS ARE EMBEDDED IN CONCRETE OR MASONRY AND REINFORCING BARS BUTT TO IT, DEFORMED BAR ANCHORS OR REINFORCING BARS WITH THE SAME SIZE AND SPACING AS THE ADJACENT REINFORCING BARS, 48 BAR DIAMETERS LONG, SHALL BE WELDED TO THE STRUCTURAL STEEL. THE MANUFACTURER?S WELDING PROCEDURES SHALL BE ADHERED TO.4.BOLTED CONNECTIONS:A.STEEL TO STEEL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH BOLTS AND NUTS, UNLESS NOTED OTHERWISE. BOLTS SHALL CARRY THE IDENTIFYING MARK OF THREE (3) RADIAL LINES.B.ALL OTHER BOLTED CONNECTIONS SHALL BE MADE WITH BOLTS AND NUTS CONFORMING TO ASTM A307 UNLESS NOTED OTHERWISE.C.BOLTS SHALL BE 3/4"(7/8")DIAMETER, TYPICAL, UNLESS NOTED OTHERWISE. STANDARD SPACING SHALL BE 3" O.C. AND STANDARD EDGE DISTANCE SHALL BE 1.1/2", TYPICAL, UNLESS NOTED OTHERWISE.D.BOLT SHALL BE BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED UNLESS NOTED OTHERWISE.E.BOLTED CONNECTIONS SHALL BE TIGHTENED SNUG TIGHT AND SHALL HAVE WASHERS AS REQUIRED BY AISC UNLESS NOTED OTHERWISE.F.ENLARGING OF HOLES SHALL BE ACCOMPLISHED BY MEANS OF REAMING. DO NOT USE A TORCH ON ANY BOLT HOLES.5.WELDED CONNECTIONS:A.WELDING AND GAS CUTTING SHALL BE DONE PER AWS. B.WELDERS SHALL BE CURRENTLY CERTIFIED ACCORDING TO AWS. ALL WELDING PROCEDURES SHALL BE PRE-QUALIFIED. WELDERS SHALL FOLLOW WELDING PROCEDURES. C.WELDED CONNECTIONS SHALL BE MADE USING LOW HYDROGEN MATCHING FILLER MATERIAL ELECTRODES, UNLESS NOTED OTHERWISE.D.WELDS SHALL HAVE THE SLAG REMOVED.E.FULL PENETRATION WELDS, SHOP OR FIELD, SHALL HAVE BACKER BARS REMOVED, BE BACK GOUGED, AND REWELDED PER AWS TO HAVE FULL PENETRATION WELD.STEEL JOISTS AND JOIST GIRDERS1.PRODUCT:A.OPEN WEB STEEL JOISTS, JOIST GIRDERS, AND ASSOCIATED HARDWARE SHALL BE DESIGNED, FABRICATED, AND INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THE "STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE", AISC SPECIFICATIONS, AND SHALL HAVE SPECIFIC PRODUCT APPROVAL OF THE STEEL JOIST INSTITUTE (SJI).7.SUBMITTALS:A.THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, ERECTION, INSTALLATION, OR OTHERWISE BEING INCORPORATED INTO THE WORK.MATERIALS CERTIFICATION FOR ALL CONCRETE MATERIALS.MIX DESIGNS FOR EACH TYPE OF CONCRETE.MATERIALS CERTIFICATION FOR ALL MASONRY MATERIALS.REINFORCING STEEL SHOP DRAWINGS.STRUCTURAL STEEL SHOP DRAWINGS.WELDING PROCEDURES AND CERTIFICATIONS.LIGHT GAGE METAL SHOP DRAWINGS.STEEL JOIST AND JOIST GIRDER SHOP DRAWINGS. *STEEL DECK SHOP DRAWINGS.* THESE SUBMITTALS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE OF IDAHO.B.A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR THE REVIEW OF ALL SUBMITTALS BY THE ARCHITECT AND STRUCTURAL ENGINEER.C.REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING. REASON(S) FOR THE REQUEST AND COST DIFFERENTIALS SHALL BE INCLUDED IN THE REQUESTS. SUBSTITUTIONS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER.8.DEFERRED SUBMITTALS:A.THE FOLLOWING ITEMS REQUIRING DEFERRED SUBMITTALS ARE LISTED BELOW. THESE ITEMS SHALL BE DESIGNED AND FABRICATED BY THE MANUFACTURER ACCORDING TO THE SPECIFICATIONS GIVEN IN THE CONTRACT DOCUMENTS.OPEN WEB STEEL ROOF JOISTS AND GIRDERSB.THESE DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION. UPON THE COMPLETION OF THE ARCHITECT/ENGINEER REVIEW, THE ARCHITECT/ENGINEER WILL SUBMIT THE DEFERRED SUBMITTALS TO THE BUILDING OFFICIAL FOR REVIEW AND APPROVAL. THE SUBMITTAL TO THE BUILDING OFFICIAL SHALL INCLUDE A LETTER STATING THAT THE ARCHITECT/ENGINEER REVIEW HAS BEEN PERFORMED AND THAT THE PLANS AND THE CALCULATIONS FOR THE DEFERRED SUBMITTAL ITEMS ARE FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN DRAWINGS WITH NO EXCEPTIONS.C.THE FINAL SUBMITTAL SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR AND SHALL BE AVAILABLE AT THE JOBSITE THROUGHOUT CONSTRUCTION.D.CONSTRUCTION RELATED TO DEFERRED SUBMITTALS SHALL NOT COMMENCE UNTIL THE BUILDING OFFICIAL HAS APPROVED THE SUBMITTAL.SOILS1.SOILS REPORT BY: NOT PROVIDED2.SOILS REPORT NUMBER AND DATE:3.SOIL BEARING PRESSURE:1500 PSF (ASSUMED)4.MINIMUM FROST COVER:365.THE SOILS ENGINEER SHALL REVIEW ALL EXCAVATIONS AND FILL PLACEMENT PRIOR TO PLACING CONCRETE.SITE PREPARATION1.CLEARING: THE ENTIRE BUILDING AREA SHALL BE SCRAPED TO REMOVE THE TOPSOIL INCLUDING ALL VEGETATION, DEBRIS, AND DELETERIOUS MATERIAL. 2.PROOF ROLLING: THE NATURAL UNDISTURBED SOIL BELOW ALL FOOTINGS SHALL BE PROOF ROLLED PRIOR TO PLACING CONCRETE. REMOVE ALL SOFT SPOTS AND REPLACE WITH COMPACTED STRUCTURAL FILL. 3.COMPACTED STRUCTURAL FILL: ALL FILL MATERIAL SHALL BE WELL-GRADED AND GRANULAR MATERIAL WITH A MAXIMUM SIZE LESS THAN 4" AND WITH NOT MORE THAN 10% PASSING A #200 SIEVE. IT SHALL BE COMPACTED TO 95% OF THE MAXIMUM LABORATORY DENSITY AS DETERMINED BY ASTM D 1557. ALL FILL SHALL BE TESTED. COMPACTED STRUCTURAL FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8" IN UNCOMPACTED THICKNESS.4.CONSULT THE PROJECT SPECIFICATIONS AND SOILS REPORT FOR FURTHER EARTHWORK REQUIREMENTS. THE SOILS ENGINEER SHALL REVIEW ALL EXCAVATIONS AND FILL PLACEMENT PRIOR TO PLACING CONCRETE. 5.IF NO SOILS REPORT PROVIDED, THE CONTRACTOR SHALL RETAIN A SOILS ENGINEER TO OBSERVE THE EXCAVATIONS AND VERIFY THAT THE ASSUMED SOIL BEARING PRESSURES CAN BE SAFELY OBTAINED. CORRECTIVE MEASURES SHALL BE TAKEN TO OBTAIN THE ASSUMED SOIL BEARING PRESSURES AS REQUIRED.QUALITY ASSURANCE PLAN FOR STRUCTURE1.INSPECTION:A.THE OWNER SHALL PROVIDE SPECIAL INSPECTION BY QUALIFIED INSPECTORS FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1704 AND 1707, THE SPECIFICATIONS, AND THE ATTACHED TABLES INCLUDED IN THESE GENERAL NOTES.SOILS:THE BOTTOM OF EXCAVATIONS AND PLACEMENT OF STRUCTURAL FILL. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF SOILS.REINFORCED CONCRETE:DURING THE CASTING OF ALL CONCRETE AND TAKING OF ALL TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING. INSPECTOR SHALL BE ACI-II OR ICC CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION.BOLTING: ALL HIGH STRENGTH BOLTS AND BOLTS EMBEDDED IN CONCRETE AND/OR EPOXY. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION.WELDING: ALL SHOP AND FIELD WELDS. INSPECTOR SHALL BE AWS-QC1 CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION.POST-INSTALLED ANCHORS:THE FIRST 25 POST-INSTALLED ANCHORS SHALL BE INSPECTED AND 10 PERCENT OF THE REMAINING ANCHORS SHALL BE INSPECTED.2.TESTING:A.THE OWNER SHALL PROVIDE TESTING BY QUALIFIED TESTING AGENCIES FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1708 AND THE SPECIFICATIONS.SOILS: COMPACTION OF STRUCTURAL FILL.CONCRETE: STRENGTH, SLUMP, AIR, AND TEMPERATURE.BOLTING: PROPER INSTALLATION AND CORRECT TORQUE AND/OR TENSION. WELDING:TYPE, SIZE, LENGTH, AND QUALITY OF ALL SHOP AND FIELD WELDS BYAPPROVED METHODS. ULTRASONICALLY TEST ALL COMPLETE PENETRATION WELDS.3.STRUCTURAL OBSERVATIONS:A.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS AT THE FOLLOWING STAGES OF CONSTRUCTION.:PRIOR TO PLACEMENT OF CONCRETE FOUNDATIONSAFTER PLACEMENT OF STEEL MEMBERSAFTER PLACEMENT OF STEEL DECKB.THE STRUCTURAL ENGINEER SHALL PROVIDE A COPY OF THE OBSERVATION REPORT TO THE ARCHITECT FOR FURTHER DISTRIBUTION.4.THE CONTRACTOR SHALL:A.SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER AND BUILDING OFFICIAL PRIOR TO COMMENCING WORK ON STRUCTURE THAT INCLUDES AWARENESS OF THE QUALITY ASSURANCE PLAN REQUIREMENTS, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE TO CONSTRUCTION DOCUMENTS, PROCEDURES FOR EXERCISING CONTROL, METHOD AND FREQUENCY OF REPORTING, AND IDENTIFICATION AND QUALIFICATIONS OF PERSONNEL IN CHARGE OF CONTROL.B.CORRECT ALL WORK FOUND TO BE DEFICIENT AT NO ADDITIONAL COST TO THE OWNER.C.COORDINATE ALL THE REQUIRED INSPECTIONS, TESTING, AND/OR STRUCTURAL OBSERVATIONS OF THE QUALITY ASSURANCE PLAN. DO NOT PROCEED WITH SUBSEQUENT WORK UNTIL THE REQUIRED INSPECTIONS, TESTING, AND STRUCTURAL OBSERVATIONS HAVE BEEN PROVIDED. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED OBSERVATIONS. D.PROVIDE COPIES OF THE DAILY INSPECTION REPORTS AND ALL TESTING RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, OWNER, AND BUILDING OFFICIAL.2.DESIGN:A.THE STEEL JOIST/GIRDER MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL STEEL JOISTS, JOIST GIRDERS, AND THEIR ASSOCIATED HARDWARE.B.ALL STEEL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE IDAHO.C.JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT THE FOLLOWING UPLIFT LOADS IN ADDITION TO THE LOADS SHOWN IN THE BASIS OF DESIGN SECTION OF THESE GENERAL NOTES:ROOFNET UPLIFT LOADTYPICAL INTERIOR BAYS 10 PSFTYPICAL EXTERIOR BAYS 15 PSFTYPICAL CORNER BAYS 20 PSFD.JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT ALL POINT LOADS SPECIFICALLY SHOWN ON THE DRAWINGS AND ALL MECHANICAL UNITS, SPECIAL EQUIPMENT, AND OTHER SUSPENDED LOADS. CONTRACTOR SHALL COORDINATE. 3.FABRICATION AND ERECTION:A.PROVIDE BRIDGING AS SHOWN ON THE FRAMING PLANS. ALSO, PROVIDE A HORIZONTAL LINE OF BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINT AT EACH END OF THE JOIST. ADDITIONAL BRIDGING REQUIRED BY THE MANUFACTURER SHALL BE PROVIDED AND SHALL BE CLEARLY SHOWN ON THE SHOP DRAWINGS. COORDINATE EXACT LOCATION AS REQUIRED.B.DO NOT CUT, DRILL, MODIFY, OR OMIT ANY PART OF ANY JOIST OR JOIST GIRDER WITHOUT PRIOR WRITTEN CONSENT AND DIRECTION FROM THE MANUFACTURER.C.DO NOT WELD THE BOTTOM CHORD OF THE JOIST GIRDERS TO THE STABILIZER PLATES AT BEARING LOCATIONS UNLESS SPECIFICALLY INSTRUCTED. WHEN WELDING IS SPECIFIED, WELD AFTER ALL DEAD LOAD HAS BEEN APPLIED.D.MECHANICAL EQUIPMENT, PIPES, AND OTHER CONCENTRATED LOADS SHALL NOT BE PLACED ON NOR HUNG FROM STEEL JOISTS OR GIRDERS UNLESS THEY ARE POSITIONED WITHIN 4" OF A PANEL POINT OR A TWO (2) ANGLE (L2X2X1/4) BRACE IS INSTALLED BETWEEN THE LOAD AND THE NEAREST OPPOSITE CHORD PANEL POINT.STEEL DECK1.PRODUCT:A.STEEL DECK SHALL BE SIZE AND GAUGE AS SPECIFIED ON PLANS.B.STEEL DECK AND ACCESSORIES SHALL BE MANUFACTURED FROM COLD ROLLED STEEL CONFORMING TO ASTM A-653, (GALVANIZED G-60), OR ASTM A-611, GRADE C (PAINTED), AND SHALL CONFORM TO THE STEEL DECK INSTITUTE (SDI) AND AISC STANDARDS2.ATTACHMENT AND HANDLING:A.WELDING PATTERN SHALL BE AS SPECIFIED ON PLAN.B.WELD METAL DECK TO SUPPORTING FRAMING MEMBERS WITH E60XX OR E70XX ELECTRODES.C.PUDDLE WELDS SHALL HAVE A FUSION AREA OF NOT LESS THAN 3/4" DIAMETER AT THE UPPER SURFACE. WELD METAL SHALL PENETRATE ALL LAYERS OF THE DECK MATERIAL AND SHALL HAVE PROPER FUSION TO THE SUPPORTING MEMBERS.D.CRIMP SIDE SEAMS BEFORE WELDING SIDE LAPS. TOP SEAM WELDS SHALL ENGAGE ALL LAYERS OF THE DECK MATERIAL.E.END LAPS SHALL OVERLAP AT LEAST 2" AND SHALL OCCUR OVER A SINGLE STEEL SUPPORT. PUDDLE WELDS SHALL OCCUR AT LEAST 1" AWAY FROM EITHER END OF DECK.F.PUDDLE WELDS 3/8" X 1.1/2" LONG MAY REPLACE 3/4" DIAMETER PUDDLE WELDS WHEN ACCESS IS LIMITED.G.INSTALL DECK WITH A MINIMUM OF 3 SPANS WHEREVER POSSIBLE.H.PROVIDE ANGLE AND/OR OTHER SUPPORT AROUND THE PERIMETER OF ALL OPENINGS LARGER THAN 10" IN EITHER DIRECTION THROUGH METAL DECK.I.PROVIDE DECK SUPPORT AS REQUIRED AT COLUMNS.J.DO NOT BEND OR MAR DECK.K.STORE DECKING OFF THE GROUND WITH ONE END ELEVATED. COVER DECK WITH WATERPROOF MATERIAL AND VENTILATE TO AVOID CONDENSATION.LIGHT GAGE METAL FRAMING1.CODES AND STANDARDS:A. LIGHT GAGE METAL DESIGN, FABRICATION, AND ERECTION SHALL COMPLY WITH:I.THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", WITH "COMMENTARY".II.AMERICAN WELDING SOCIETY (AWS-D1.3) "STRUCTURAL WELDING CODE -SHEET STEEL", EXCLUDING ITEMS CONFLICTING WITH AISI REQUIREMENTS.2.MATERIALS:A.LIGHT GAGE METAL SHALL BE MANUFACTURED BY A CURRENT MEMBER OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA).B.LIGHT GAGE METAL JOISTS, STUDS, TRACKS, STEEL PLATE SHEATHING, AND ACCESSORIES, ETC. SHALL BE GALVANIZED AND SHALL BE GRADE FY=33 KSI UNLESS 50 KSI IS SPECIFICALLY NOTED.3.CONSTRUCTION:A.PROVIDE ALL ACCESSORIES INCLUDING TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES, ETC FOR A COMPLETE AND PROPER INSTALLATION.B.INSTALLATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER.C.FASTENERS SHALL BE SELF DRILLING SCREWS OR WELDING. A MINIMUM OF 16 GAGE MATERIAL IS REQUIRED FOR WELDING. TOUCH UP OF WELDS IS REQUIRED.D.LOAD BEARING STUDS SHALL BE PLUMBED, ALIGNED, AND SECURELY ATTACHED TO BOTH FLANGES OF UPPER AND LOWER TRACKS.E.NON-LOAD BEARING WALLS SHALL BE BRACED TO STRUCTURE ABOVE AND SHALL BE INSTALLED SO AS TO ALLOW FOR DEFLECTION OF STRUCTURE.F.SPLICES IN AXIALLY LOADED MEMBERS ARE NOT ALLOWED.G.JOISTS SHALL BE LOCATED DIRECTLY ABOVE BEARING STUDS BELOW OR A LOAD DISTRIBUTION MEMBER SHALL BE PROVIDED AT THE TOP OF THE BEARING WALL.H.COMPLETE, UNIFORM, AND LEVEL BEARING SHALL BE PROVIDED FOR ALL BOTTOM TRACKS OF LOAD BEARING WALLS AND FOR ALL LOAD BEARING JOISTS.I.WEB STIFFENERS AND JOIST BRIDGING SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS. END BLOCKING SHALL BE PROVIDED AT JOIST ENDS.J.PROVIDE DOUBLE JOISTS AT THE SIDES OF ALL FLOOR AND/OR ROOF OPENINGS AND AT ALL PARALLEL PARTITION WALLS ABOVE.K.ALL STUDS AND JOISTS SHALL BE SHEATHED ON BOTH FACES OF THE MEMBER. SHEATHING SHALL BE ATTACHED TO EACH MEMBER AT 12" MAXIMUM SPACING.L.HEADERS AND TRIMMERS SHALL BE AS SHOWN ON THE DRAWINGS.M.ALL LATERAL BRACING SHALL CONFORM TO SECTION D3 OF AISI SPECIFICATION.POST-INSTALLED ANCHORS1.EPOXY ANCHORS:A.THE FOLLOWING EPOXY ADHESIVES SYSTEMS SHALL BE ALLOWED:FOR CONCRETE:SIMPSON SET-XPHILTI HIT-RE 500-V3HILTI HIT-HY 200FOR SOLID GROUTED MASONRY:SIMPSON SETHILTI HIT HY 200FOR UNGROUTED MASONRY:SIMPSON ETHILTI HY 270B.ANCHOR RODS SHALL BE ASTM A-307, THREADED AND GALVANIZED, AND THE DIAMETER AS INDICATED ON PLAN.C.SCREEN TUBES SHALL BE USED AT UNGROUTED MASONRY UNITS.D.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. E.INSTALLATION OF ADHESIVE ANCHORS THAT ARE TO BE UNDER SUSTAINED TENSION LOADING IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2014 (Section 17.8.2.2). PROOF OF CURENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.F.PER ACI 318-2014 (Section 17.1.2) ADHESIVE ANCHORS SHALL BE INSTALLLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS SOONER THAN 21 DAYS CONSULT ADHESIVE MANUFACTURER.G.IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE INSTALLATION IS AT 45 DEGREES (FAHRENHEIT) OR LESS, AN “ACRYLIC” (COLD WEATHER) ADHESIVE IS REQUIRED –ie,HILTI HY200, SIMPSON AT-XP.2.MECHANICAL ANCHORSA.THE FOLLOWING MECHANICAL ANCHORS SHALL BE ALLOWED:SIMPSON TITEN HDHILTI KWIK HUS-EZB.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. 3.SUBSTITUTES: CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR APPROVAL TO THE ARCHITECT AND STRUCTURAL ENGINEER.PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUSDATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:33 PMGENERAL NOTESSE-001* (LW) CONCRETE SHALL HAVE A MIN. SPLITTING TENSILE STRENGTH OF 450 PSI. SLAB ON METAL DECK (LW)* 3000 0.50 110 3/4 - 470 F0,S0,P0,C0 SLAB ON METAL DECK (NW) 3000 0.50 145 3/4 - 470 F0,S0,P0,C0SUSPENDED SLABS AND SLABS ON METAL DECK SLAB ON GRADE 3000 0.48 145 1 - 470 F0,S0,P0,C0 WALLS 4000 0.45 145 3/4 - 564 F0,S0,P0,C0 FOOTINGS 4000 0.45 145 1 - 564 F0,S0,P0,C0INTERIOR MEMBERS SLAB ON GRADE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 OTHER SITE CONCRETE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 WALLS, PIERS, BEAMS 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1 FOOTINGS 4000 0.45 145 1 6±1.5 564 F0,S0,P0,C0EXTERIOR MEMBERSTYPE OF MEMBERMIN.STRENGTH@ 28 DAYS(PSI)MAX.W/C(RATIO)DRYWEIGHT(PCF)MAXAGGREGTESIZE(INCHES)AIRENTRAIN-MENT (%)MIN.CEMENTPER YARD(LBS)EXPOSURECLASSCONCRETE MIX DESIGN TABLENO. DESCRIPTION DATE11/27/2019 MASONRY1.CODES AND STANDARDS:A.MASONRY CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES", AND SECTIONS 2103, 2104, AND 2105 OF THE IBC.2.MATERIALS:A.MASONRY BLOCK SHALL BE LIGHTWEIGHT CONCRETE MASONRY UNITS AND SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1, WITH A MINIMUM COMPRESSIVE STRENGTH OF _____ (1900/2800/3500 FOR F'M = 1500/2000/2500)PSI AT 28 DAYS FOR NET AREA.B.MASONRY BRICK SHALL BE ("ATLAS BRICK" HOLLOW)CLAY MASONRY UNITS AND SHALL CONFORM TO ASTM C62 (C652), GRADE SW, (TYPE HBX)WITH A MINIMUM COMPRESSIVE STRENGTH OF _____ (10,000/4,000)PSI AT 28 DAYS.C.MORTAR SHALL BE TYPE "S" AS DEFINED BY THE IBC AND SHALL CONFORM TO ASTM C270, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. IT SHALL CONSIST OF 1.0 PART PORTLAND CEMENT, 0.25 TO 0.5 PARTS HYDRATED LIME OR PUTTY LIME, AND 3.5 TO 4.5 PARTS SAND. ALL MEASUREMENTS ARE PARTS BY VOLUME. NO ADDITIVES ARE ALLOWED.D.GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF _____ (2000/3000/3500 FOR F'M = 1500/2000/2500)PSI AT 28 DAYS. IT SHALL BE OF A FLUID CONSISTENCY AND SHALL CONSIST OF A MINIMUM OF 1.0 PART PORTLAND CEMENT, 2.25 TO 3.0 PARTS SAND, AND MAY CONTAIN AN ADDITIONAL 1 TO 2 PARTS PEA GRAVEL IF GROUT SPACES ARE 4" OR MORE IN EVERY DIRECTION. ALL MEASUREMENTS ARE PARTS BY VOLUME. LIMIT FLY ASH TO 15% OF THE TOTAL CEMENTITIOUS MATERIAL.E.PRISM TESTS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'M = _____ (1500/2000/2500 -MODIFY BLOCK AND GROUT ABOVE) PSI AT 28 DAYS. F.EPOXY SHALL CONFORM TO ASTM C881, TYPES I, II, IV, AND V, GRADE 3, CLASSES B AND C.3.CONSTRUCTION:A.ALL MASONRY BLOCK SHALL BE STORED UNDER COVER AT THE JOB SITE.B.FACE SHELLS SHALL BE FULLY BEDDED.C.ALL MORTAR JOINTS SHALL BE TOOLED CONCAVE UNLESS NOTED OTHERWISE.D.DO NOT USE MORTAR FOR GROUT. E.DO NOT USE ANY FROZEN MATERIAL.F.PRIOR TO PLACING MASONRY, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC.G.GROUT SHALL BE POURED IN ACCORDANCE WITH LOW LIFT PROCEDURES PER ACI 530, TYPICAL, UNLESS NOTED OTHERWISE.H.GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING AND RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED BUT BEFORE WORKABILITY IS LOST.I.ALL CELLS WHICH CONTAIN REINFORCING, BOLTS, ANCHORS, ETC., AND AS OTHERWISE SPECIFIED SHALL BE GROUTED SOLID. ALL CELLS WHICH ARE TO BE GROUTED SHALL BE CLEAN AND FREE FROM DELETERIOUS MATERIALS. J.GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE.K.HOLES FOR BOLTS IN MASONRY FACE OR END SHELLS SHALL HAVE A DIAMETER TWO INCHES LARGER THAN THE BOLT DIAMETER AND THE HOLE SHALL BE FILLED WITH GROUT.L.NO PENETRATION SHALL BE ALLOWED THROUGH ANY MASONRY BEAM, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT'S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS.M.ALL BOLTS TO BE DRILLED AND EPOXIED SHALL BE INSTALLED IN SOLID MATERIAL. AT CAVITY LOCATIONS GROUT SOLID. ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS.4.WALLS:A.MASONRY WALLS SHALL BE CONSTRUCTED UTILIZING COMMON RUNNING BOND, TYPICAL, UNLESS NOTED OTHERWISE.B.MASONRY WALLS SHALL BE BUILT AS AN INTEGRAL UNIT AT CORNERS AND INTERSECTIONS. REINFORCING SHALL BE CONTINUOUS AND BACK TO BACK END SHELLS SHALL BE REMOVED IN EACH COURSE.C.MASONRY WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE.WALLVERTICAL HORIZONTALTHICKNESSREINFORCINGREINFORCING(WITH JOINT REINFORCING)6"1-#4 AT 32" O.C.1-#4 AT 48" O.C.8"1-#5 AT 32" O.C.2-#3 AT 48" O.C.10"1-#5 AT 32" O.C.2-#4 AT 48" O.C.12"1-#6 AT 32" O.C.2-#4 AT 48" O.C.PROVIDE LADDER-TYPE JOINT REINFORCING CONSISTING OF 2-#9 WIRES (3-#9 WIRES AT VENEER) AT 16" O.C. HORIZONTALLY IN ALL MASONRY WALLS. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS.(WITHOUT JOINT REINFORCING)6"1-#5 AT 32" O.C.1-#4 AT 48" O.C.8"1-#5 AT 32" O.C.2-#4 AT 48" O.C.10"1-#6 AT 32" O.C.2-#4 AT 48" O.C.12"1-#7 AT 32" O.C.2-#4 AT 48" O.C.SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS.D.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL UNLESS EACH FACE IS SPECIFIED OR UNLESS NOTED OTHERWISE.E.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR FOUNDATION WALL BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED OTHERWISE.F.PROVIDE VERTICAL REINFORCING IN GROUTED CELL AT ALL CORNERS AND INTERSECTIONS.G.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND SPACING AS THE HORIZONTAL REINFORCING.H.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH A STANDARD HOOK.I.HORIZONTAL REINFORCING SHALL OCCUR AT THE TOP AND BOTTOM COURSE OF ALL MASONRY WALLS EXCEPT THE BOTTOM COURSE HORIZONTAL REINFORCING MAY BE OMITTED WHEN THE WALL IS DOWELED TO A CONCRETE FOUNDATION WALL BELOW.J.OPENINGS IN WALLS WHICH EXCEED 24 INCHES IN EITHER DIRECTION SHALL BE REINFORCED WITH A MINIMUM OF 2-#5 BARS IN GROUTED SPACE ON ALL SIDES OF THE OPENING, TYPICAL, UNLESS NOTED OTHERWISE. VERTICAL BARS SHALL EXTEND THE FULL HEIGHT OF THE WALL BETWEEN SUPPORTS. HORIZONTAL BARS SHALL EXTEND A MINIMUM OF 24 INCHES BEYOND THE EDGES OF THE OPENING.K.PENETRATIONS THROUGH ANY MASONRY WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. L.CONSTRUCTION JOINTS IN REINFORCED MASONRY WALLS SHALL NOT OCCUR AT THE EDGE OF BEAM SUPPORTS AND SHALL BE PROVIDED PER THE ARCHITECTURAL DRAWINGS.M.WHERE HORIZONTAL REINFORCING BARS JOIN CONCRETE WALLS, COLUMNS, OR PILASTERS, REINFORCING SHALL BE CONTINUOUS. ALSO, A KEY SHALL BE PROVIDED BETWEEN THE MASONRY AND THE CONCRETE. FILL KEY WITH GROUT.PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:35 PMINSPECTIONSSE-002VERIFY PROPER MATERIALS, DENSITIESAND LIFT THICKNESSES DURINGPLACEMENT AND COMPACTIONXPERFORM CLASSIFICATION AND TESTINGOF COMPACTED FILL MATERIALSX ALL MATERIALS SHALL BE CHECKED AT EACH LIFT FOR PROPERCLASSIFICATIONS AND GRADATIONS NOT LESS THAN ONCE FOREACH 10,000 SQUARE-FEET OF SURFACE AREA.VERIFY THAT SUBGRADE HAS BEENAPPROPRIATELY PREPARED PRIOR TOPLACING COMPACTED FILLX PRIOR TO PLACEMENT OF COMPACTED FILL.VERIFY EXCAVATIONS EXTEND TO PROPERDEPTH AND MATERIALX PRIOR TO PLACEMENT OF COMPACTED FILL OR CONCRETE.VERIFY SUBGRADE IS ADEQUATE TOACHIEVE DESIGN BEARING CAPACITYX PRIOR TO PLACEMENT OF CONCRETE.SOILS CONSTRUCTION (IBC 1705.6):ITEMCONTIN-UOUSPERIODIC DETAILED INSTRUCTION AND FREQUENCIESSOILS CONSTRUCTION (IBC 1705.6)FORMWORKX VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TOTHE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS ASREQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS.STRENGTH VERIFICATION X VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIORTO THE REMOVAL OF SHORES AND FORMS.CURING TEMPERATURE AND TECHNIQUES X VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPTAT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT.HIGH-EARLY-STRENGTH CONCRETE SHALL BE KEPT AT >50°F FORAT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED(SEE ACI 318: 5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETESHALL BE >40°F FOR THE SAME PERIOD OF TIME AS NOTED FORCONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOISTFOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETEMATERIALS, REINFORCEMENT, FORMS FILLERS, AND GROUNDSHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONSENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOIDPLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIEDWATER/CEMENT RATIO IS NOT EXCEEDED.CONCRETE AND SHOTCRETE PLACEMENT XCONCRETE SAMPLING FOR STRENGTHTESTS, SLUMP, AIR CONTENT, ANDTEMPERATUREXUSE OF REQUIRED MIX DESIGN X VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVEDCONSTRUCTION DOCUMENTS; ACI 318-11: CH. 4,5.2-5.4; AND IBC1904.3, 1913.2, 1913.3.POST-INSTALLED ANCHORS OR DOWELS X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLYINSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT.CAST-IN BOLTS AND EMBEDS X INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE ISREQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED ORWHERE STRENGTH DESIGN IS USED.REINFORCING STEEL X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OFSPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT,AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THATHOOKS, BENDS, TIES, STIRRUPS, AND SUPPLEMENTAL...CONCRETE CONSTRUCTION (IBC 1705.3)ITEMCONTIN-UOUSPERIODIC DETAILED INSTRUCTION AND FREQUENCIESCONCRETE CONSTRUCTION (IBC 1705.3 AND 1705.12.1) BRIDGING THAT DIFFERS FROM THE SJISPECIFICATIONS LISTED IN SECTION 2207.1X STANDARD BRIDGING XBRIDGING - HORIZONTAL OR DIAGONAL XEND CONNECTIONS - WELDING OR BOLTED XINSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERSITEMCONTIN-UOUSPERIODIC DETAILED INSTRUCTION AND FREQUENCIESOPEN WEB STEEL JOISTS AND JOIST GIRDERS (IBC 2015 1705.2.3)REPAIR ACTIVITIESP - P DBACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLET WELDSADDED (IF REQUIRED)P D P DPLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF REQUIRED)P D P D - POROSITY - UNDERCUT - WELD PROFILES AND SIZE - CRATER CROSS SECTION - WELD/BASE-METAL FUSION - CRACK PROHIBITIONWELDS MEET VISUAL ACCEPTANCE CRITERIAP D P DSIZE, LENGTH, AND LOCATION OF WELDSP - P -WELDS CLEANEDO - O -TASK DOC. TASK DOC.VISUAL INSPECTION TASKS AFTER WELDING (AISC 341-10 TABLE 6-3)QC QANO WELDING OVER CRACKED TACKSO - O - - EACH PASS MEETS QUALITY REQUIREMENTS - EACH PASS WITHIN PROFILE LIMITATIONS - INTERPASS AND FINAL CLEANINGWELDING TECHNIQUESO - O - - PRECIPITATION AND TEMPERATURE - WIND SPEED WITHIN LIMITSENVIRONMENTAL CONDITIONSO - O - - EXPOSURE - PACKAGINGCONTROL AND HANDLING OF WELDING CONSUMABLESO - O -USE OF QUALIFIED WELDERSO - O - - INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED - PROPER POSITION (F, V, H, OH) - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PREHEAT APPLIED - SHEILDING GAS TYPE/FLOW RATE - SELECTED WELDING MATERIALS - TRAVEL SPEED - SETTINGS ON WELDING EQUIPMENTWPS FOLLOWEDO - O -TASK DOC. TASK DOC.VISUAL INSPECTION TASKS DURING WELDING (AISC 341-10 TABLE 6-2)QC QA ** FOLLOWING PERFORMACE OF THIS INSPECTION TASK FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDERDEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THEPERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULDTHE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNEDTO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILLPERFORM THE INSPECTION TASKS LISTED. - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDITION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, GAPS AT ROOT)FIT-UP OF FILLET WELDSP/O** - O -CONFIGURATION ANF FINISH OF ACCESS HOLESO - O - - BACKING TYPE AND FIT (IF APPLICABLE) - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDITION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - JOINT PREPARATIONFIT UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)P/O** - O -WELDER IDENTIFICATION SYSTEMO - O -MATERIAL IDNETIFICATION (TYPE/GRADE)O - O -TASK DOC. TASK DOC.VISUAL INSPECTION TASKS PRIOR TO WELDING (AISC 341-10 TABLE 6-1)QC QASFRS STEEL WELDING INSPECTION TASKS (AISC 341 J6-1,2,3)DOCUMENT ACCEPTED AND REJECTED CONNECTIONSP D P DTASK DOC. TASK DOC.INSPECTION TASKS AFTER BOLTING (AISC 341-10 TABLE J7-3)QC QABOLTS ARE PRETENSIONED PROGRESSING SYSTEMATICALLY FROM THE MOSTRIGID POINT TOWARD THE FREE EDGESO - O -FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROMROTATINGO - O -JOINT BROUGHT TO THE SNUG TIGHT CONDITION PRIOR TO THE PRETENSIONINGOPERATIONO - O -FASTENER ASSEMBLIES PLACE IN ALL HOLES AND WASHERS (IF REQUIRED) AREPOSITIONED AS REQUIREDO - O -TASK DOC. TASK DOC.INSPECTION TASKS DURING BOLTING (AISC 341-10 TABLE J7-2)QC QAPROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHERFASTENER COMPONENTSO - O -PRE-INSTALLATION VERIFICATION TESTIN BY INSTALLATION PERSONNELOPBSERVED FOR FASTENER ASSEMBLIES AND METHODS USEDP D O DCONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACECONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLEREQUIREMENTSO - O -PROPER BOLTIN PROCEDURE SELECTED FOR BOLT DETAILO - O -PROPER FASTENERS SELECTED FOR JOINT DETAILO - O -TASK DOC. TASK DOC.INSPECTION TASKS PRIOR TO BOLTING (AISC 341-10 TABLE J7-1)QC QASFRS STEEL BOLTING INSPECTION TASKS (AISC 341 J7.1,2,3)ANCHOR RODS AND OTHER EMBEDMENTSSUPPORTING STRUCTURAL STEELX SHALL BE ON THE PREMISES DURING THE PLACMENT OF ANCHORRODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEELFOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY TH...STRUCTURAL STEEL DETAILS X ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTEDTO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THECONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS,...OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-10; TABLES J8-1 & J10-1, AISC 341-10):DOCUMENT ACCEPTANCE OR REJECTIONOF BOLTED CONNECTIONSXAFTER BOLTING (TABLE N5.6, AISC 360-10):PRETENSIONED FASTENERS X VERIFY THAT FASTENERS ARE PRTENSIONED IN ACCORDANCEWITH RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLYFROM THE MOST RIGID POINT TOWARD THE FREE EDGES.FASTENER COMPONENT X VERIFY THAT FASTENER COMPONENT IS NOT TURNED BY WRENCHPREVENTED FROM ROTATING.SNUG-TIGHT PRIOR TO PRETENSIONING X VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITIONPRIOR TO PRETENSIONING OPERATION.FASTENER ASSEMBLIES X VERIFY THAT FASTENER ASSEMBLIES AR OF SUITABLE CONDITION,PLACED IN ALL HOLES, AND WASHERS ARE POSITIONED ASREQUIRED. - NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING,DIRECT-TENSION-INDICATORS,OR TWIST-OFF TYPE TENSION CONTROL METHOD [PER SECTION N5.6(2) OF AISC 360-10]. - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10].DURING BOLTING (TABLE N5.6-2, AISC 360-10):PROPER STORAGE X VERIFY PROPER STORAGE OF BOLTS, NUTS, WASHERS, AND OTHERFASTENER COMPONENTSPRE-INSTALLATION VERIFICATION TESTING X OBSERVE AND DOCUMENT VERIFICATION TESTING BYINSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND...CONNECTING ELEMENTS X VERIFY APPROPIRATE FAYING SURFACE CONDITION AND HOLEPREPARATION, IF SPECIFIED, MEET REQUIRMENTS.PROPER BOLTING PROCEDURE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL.PROPER FATENERS FOR JOINT X VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS AREEXCLUDED FROM THE SHEAR PLANE.FASTENERS MARKED X VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCEWITH ASTM REQUIREMENTS.CERTIFICATIONS OF FASTENERS X - NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED [PER SECTION N5.6(1) OF AISC 360-10]PRIOR TO BOLTING (TABLE N5.6, AISC 360-10):WELDED JOINTS SUBJECT TO FATIGUE XCJP WELDS (RISK CAT. III OR IV) XA REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWEDPER SECTION N5.5E.CJP WELDS (RISK CAT. II) X ULTRASONIC TESTIN SHALL BE PERFORMED ON 10% OF CJPGROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TOTRANSVERSELY APPLIED TENSION LOADING IN MATERIALS...NONDESTRUCTIVE TESTING (SECTION N5.5,AISC 360-10):DOCUMENT ACCEPTANCE OR REJECTIONOF WELDED JOINT/MEMBERXBACKING AND WELD TABS REMOVED XK-AREAXARC STRIKES XWELDS MEET VISUAL ACCEPTANCECRITERIAXSIZE, LENGTH, AND LOCATION OF WELDS XWELDS CLEANEDX VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED.AFTER WELDING (TABLE N5.4-3, AISC 360-10):WELDING TECHNIQUES X VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHINPROFILE LIMITATIONS, AND QUALITY OF EACH PASS.WPB FOLLOWEDX VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT,TRAVEL SPEED, WEDLING MATERIALS, SHIELDING GAS TYP/FLOWRATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED...ENVIRONMENTAL CONDITIONS X VERIFY WIND SPEED IS WITHIN LIMITS AS WELL AS PRECIPITATIONAND TEMPERATURE.CRACKED TACK WELDS X VERIFY THAT WEDLING DOES NOT OCCUR OVER CRACKED TACKWELDSCONTROL AND HANDLING OF WELDINGCONSUMABLESX VERIFY PACKAGING AND EXPOSURE CONTROL.USE OF QUALIFIED WELDERS X VERIFY THAT WELDERS ARE APROPRIATELY QUALIFIED.DURING WEDLING (TABLE N5.4-2, AISE 360-10):FIT-UP OF FILLET WELDS X VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEELSURFACES, AND TACK WELD QUALITY AND LOCATION.ACCESS HOLESX VERIFY CONFIGURATION AND FINISH.FIT-UP GROOVE WELD X VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS, TACKING,AND BACKING.WELDER IDENTIFICATION X A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HASWELDED A JOINT OR MEMBER CAN BE IDENTIFIED.MATERIAL IDENTIFICATION X VERIFY TYPE AND GRADE OF MATERIAL.VERIFY WELDING PROCEDURES (WPS) ANDCONSUMABLE CERTIFICATESXPRIOR TO WELDING (TABLE N5.4-1, AISC 360-10):ITEMCONTIN-UOUSPERIODIC DETAILED INSTRUCTION AND FREQUENCIESSTRUCTURAL STEEL (IBC 1705.2.1,1705.11.1, & 1705.12.2)INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES OF THE WELD. * WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLYDOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBERP PREPAIR ACTIVITIESP PBACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)P PK-AREA*P PARC STRIKESP P - POROSITY - UNDERCUT - WELD SIZE - WELD PROFILES - CRATER CORSS SECTION - WELD/BASE-METAL FUSION - CRACK PROHIBITIONWELDS MEET VISUAL ACCEPTANCE CRITERIAP PSIZE, LENGTH AND LOCATION OF WELDSP PWELDS CLEANEDO OINSPECTIONS TASKS AFTER WELDING (TABLE N5.4-3)QC QA - EACH PASS MEETS QUAILITY REQUIREMENTS - EACH PASS WITHIN PROFILE LIMITATIONS - INTERPASS AND FINAL CLEANINGWELDING TECHNIQUESO O - PROPER POSITION (F, V, H, OH) - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PREHEAT APPLIED - SHIELDING GAS TYPE/FLOW RATE - SELECTED WELDING MATERIALS - TRAVEL SPEED - SETTINGS ON WELDING EQUIPMENTWPS FOLLOWEDO O - PRECIPITATION AND TEMPERATURE - WIND SPEED WITHIN LIMITSENVIRNOMENTAL CONDITIONSO ONO WELDING OVER CRACKED TACK WELDSO O - EXPOSURE CONTROL - PACKAGINGCONTROL AND HANDLING OF WELDING CONSUMABLESO OUSE OF QUALIFIED WELDERSO OINSPECTION TASKS DURING WELDING (TABLE N5.4-2)QC QAOR MEMBER CAN BE IDNTIFIED. STAMPS, IF USED, SHALL BE THE LOW STRESS TYPE. * THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINTCHECK WELDING EQUIPMENTO - - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDITION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, GAPS AT ROOT)FIT-UP OF FILLET WELDSO OCONFIGURATION AND FINISH OF ACCESS HOLESO O - BACKING TYPE AND FIT (IF APPLICABLE) - TACKING (TACK WELD QUALITY AND LOCATION) - CLEANLINESS (CONDICATION OF STEEL SURFACES) - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - JOINT PREPARATIONFIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)O OWELDER IDNETIFICATION SYSTEM*O OMATERIAL IDENTIFICATION (TYPE/GRADE)O OMANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILIABLEP PWELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLEP PINSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1) QC QASTRUCTURAL STEEL WELDING INSPECTIONS (AISC 360 N5.4-1,2,3)NO. DESCRIPTION DATE11/27/2019 NOTES:1.ALL FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL. SEE THE SITE PREPARATION NOTES.2.ALL FOOTINGS SHALL BE CENTERED BELOW THE WALL AND/OR COLUMN ABOVE, TYP., U.N.O.3.ALL EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF THE FROST.4.PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS OR ROUGHEN SURFACE TO 1/4" AMPLITUDE.5.PROVIDE DOWELS WITH STANDARD HOOKS FROM FOOTINGS TO ANY REINFORCED ELEMENT ABOVE WITH SIZE AND SPACING TO MATCH VERTICAL REINFORCING IN ELEMENT ABOVE. ALTERNATE HOOK DIRECTION IN SINGLE CURTAIN REINFORCING.6.PROVIDE MINIMUM COVER FOR ALL REINFORCING PER GENERAL NOTES.7.ANY INCREASE IN THE SIZE OF FOOTINGS SHOWN MAY REQUIRE ADDITIONAL REINFORCING, COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER.8.PENETRATIONS THROUGH FOOTINGS ARE NOT ALLOWED, UNLESS APPROVED BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER IN WRITING PRIOR TO CASTING FOOTING.9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.TYPICAL BOTTOM FOOTING REINFORCING.3" MIN.3" MIN.EQ.EQ.EQ.3" MIN.TYPICAL TOP REINFORCING.DOUBLE MAT REINFORCING LAYOUTDOWELS TO MATCH VERTICAL WALL REINFORCINGSINGLE MAT REINFORCING LAYOUT3" MIN.3" MIN.DOWELS TO MATCH VERTICAL WALL REINFORCING, ALTERNATE HOOK DIRECTIONCROSSWISE BARS ON BOTTOMROUGHEN SURFACE 1/4" AMPLITUDEROUGHEN SURFACE 1/4" AMPLITUDETYPE 'A'TYPE 'B'TYPE 'C'NOTES:1.PROVIDE MINIMUM COVER FOR ALL REINFORCING PER THE GENERAL NOTES.2.PROVIDE DOWELS WITH STANDARD HOOKS AND/OR PROPER LAP TO THE STRUCTURE BELOW WITH SIZE AND SPACING TO MATCH THE VERTICAL REINFORCING IN THE PIER ABOVE, TYP., U.N.O.3.PROVIDE A MINIMUM OF TWO SETS OF TIES IN THE TOP FIVE INCHES OF EVERY PIER, TYP., U.N.O.4.PENETRATIONS THROUGH CONCRETE PIERS ARE NOT ALLOWED.5.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. WALL REINFORCING.TYPE 'A'TYPE 'C'NOTES:1.PROVIDE MINIMUM COVER FOR ALL REINFORCING PER THE GENERAL NOTES.2.PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTING WALLS. SEE DETAIL???.3.PROVIDE DOWELS WITH STANDARD HOOKS AND/OR PROPER LAP TO THE STRUCTURE BELOW WITH SIZE AND SPACING TO MATCH THE VERTICAL REINFORCING IN THE WALL ABOVE, TYP., U.N.O.4.WHEN SINGLE CURTAIN OF REINFORCING IS SPECIFIED, PLACE THE VERTICAL REINFORCING IN THE CENTER OF THE WALL, TYP., U.N.O.5.WHEN A DOUBLE CURTAIN OF REINFORCING IS SPECIFIED, PLACE EACH CURTAIN OF STEEL AT THE FACE OF THE WALL WITH MINIMUM COVER AS SPECIFIED IN THE GENERAL NOTES. PLACE THE VERTICAL REINFORCING CLOSEST TO THE FORMS, TYP., U.N.O.6.PROVIDE VERTICAL JAMB REINFORCING EACH SIDE OF OPENING PER THE GENERAL NOTES, U.N.O. EXTEND FULL HEIGHT OF WALL BETWEEN LEVELS.7.SPLICE VERTICAL REINFORCING AT FLOOR LEVELS ONLY, TYP., U.N.O.8.SPLICES IN HORIZONTAL REINFORCING IN ONE CURTAIN SHALL BE STAGGERED FROM SPLICES IN THE OPPOSITE CURTAIN A MINIMUM OF FOUR FEET.9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.MIN. COVERMIN. COVERHORIZONTAL REINFORCING.VERTICAL REINFORCING, CENTERED IN WALL.VERTICAL REINFORCING, EACH FACE.HORIZONTAL REINFORCING.HORIZONTAL REINFORCING.VERTICAL REINFORCING, TOWARD INSIDE FACE OF WALL.TYPE 'B'Ø 2 1/2"12dØ 2 1/2"4d OR 1 1/2" MIN.Ø 2 1/2"6d OR 4" MIN.Ø 2 1/2"Ø 2 1/2"Ø 2 1/2"Ø 2 1/2"dd122d90° HOOK180° HOOK135° HOOK45° BENDOFFSETD = 6d FOR #3 -#8D = 8d FOR #9 -#11D = 10d FOR #14 -#18NOTES:1.THIS SCHEDULE APPLIES TO SPLICES IN CONCRETE WITH 60ksi GRADE REINFORCING BARS.2.CLASS "A" SPLICES SHALL BE USED WHEN 50%, OR LESS, OF THE BARS SPLICED WITHIN LAP.3.CLASS "B" SPLICES SHALL BE USED FOR ALL ELSE, TYPICALLY FOR SHEARWALLS, COLUMNS, BEAMS, AND SUSPENDED SLABS.4.TOP BARS ARE HORIZONTAL BARS WITH 12", OR MORE, OF FRESH CONCRETE CAST IS BELOW THE BARS.5.FOR EPOXY COATED BARS, INCREASE LAB LENGTHS AS FOLLOWS:TOP BARS: Ld X 1.7REGULAR BARS: Ld X 1.56.FOR BUNDLED BARS, INCREASE LAP LENGTHS AS FOLLOWS:BUNDLED BARS, THREE OR LESS: Ld X 1.2BUNDLED BARS, FOUR OR MORE: Ld X 1.33INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP7.LAP SPLICES ARE NOT ALLOWED FOR TIES AND STIRRUPS.8.FOR ALL LIGHTWEIGHT CONCRETE, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3.9.LAP LENGTHS SHALL BE MULTIPLIED BY 1.25 AT SHEARWALL BOUNDARY.C.W. = CROSSWISE E.W. = EACH WAYL.W. = LENGTHWISEF-3C 3'-0" CONT. 12" #4 @ 18"O.C. C.W (3) #5 L.W. - 4500PLF -F-2C 2'-0" CONT. 12" #4 @ 18"O.C. C.W (2) #5 L.W. - 3000PLF -F-6 6'-0" 6'-0" 13" (6) - #5 E.W. - 54.0KIP -F-5 5'-0" 5'-0" 12" (5) - #5 E.W. - 37.5KIP -F-3 3'-0" 3'-0" 12" (3) - #5 E.W. - 13.5KIP -MARK WIDTH LENGTH THICK. BOTTOM REINFORCING TOP REINFORCING ALLOWABLE LOAD NOTESCONCRETE FOOTING SCHEDULE 1500PSFBEARING PRESSURE = 1500PSFCP-3 18 18 (8) #6 (3) #4 @ 12"O.C. CCP-2 16 18 (8) #6 (3) #4 @ 12"O.C. BCP-1 16 16 (8) #6 (3) #4 @ 12"O.C. AVERTICAL TIES SETSMARK WIDTH LENGTHREINFORCINGTYPE NOTESCONCRETE PIER SCHEDULEI.F. = INSIDE FACE O.F. = OUTSIDE FACE E.F. = EACH FACE * PLACE BARS CLOSEST TO FORMS.CW-24A 24" #4 @ 12" O.C., E.F. #5 @ 12" O.C., E.F. (2) #5 CCW-16A 16" #4 @ 18" O.C., E.F. #4 @ 12" O.C., E.F. (2) #5 CCW-10A 10" #5 @ 14" O.C. CTR #5 @ 14" O.C.CTR (2) #5 CTR A CENTER OF WALLVERTICAL HORIZONTAL TOP AND BOTTOMMARK THICKNESSREINFORCINGWALL TYPE NOTESCONCRETE WALL SCHEDULE#11 78" 101" 101" 131" 67" 87" 87" 113" 60" 78" 78" 100" 55" 72" 72" 93"#10 70" 91" 91" 118" 61" 79" 79" 102" 54" 70" 70" 90" 50" 65" 65" 84"#9 62" 81" 81" 105" 54" 70" 70" 91" 48" 63" 62" 80" 44" 57" 57" 74"#8 55" 72" 72" 93" 48" 62" 62" 80" 43" 56" 55" 71" 39" 51" 51" 66"#7 48" 63" 63" 81" 42" 54" 54" 70" 37" 49" 49" 62" 34" 45" 45" 58"#6 33" 43" 43" 56" 29" 37" 37" 48" 26" 33" 33" 45" 24" 30" 32" 41"#5 28" 36" 36" 47" 24" 31" 31" 40" 22" 28" 28" 37" 20" 25" 26" 34"#4 22" 29" 29" 37" 19" 25" 25" 32" 17" 22" 22" 30" 16" 20" 21" 27"#3 17" 22" 22" 28" 15" 19" 19" 24" 13" 17" 17" 22" 12" 16" 16" 21"A B A B A B A B A B A B A B A BCLASS CLASS CLASS CLASS CLASS CLASS CLASS CLASSREGULAR TOP REGULAR TOP REGULAR TOP REGULAR TOPBAR SIZEf'c = 3000psi f'c = 4000psi f'c = 5000psi f'c = 6000psiTENSION BARS "Ld"CONCRETE REINFORCING LAP LENGTH SPLICE SCHEDULE1PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:37 PMSCHEDULESCONCRETESE-003NO. DESCRIPTION DATE11/27/2019 TYPE 'A'TYPE 'B'TYPE 'C'1 1/2" TYP.1 1/2" TYP.0' - 2" TYP.0' - 2" TYP.NOTES:1.ALL BASE PLATES SHALL BEAR ON 1-1/2" ± NON-SHRINK GROUT AND SHALL HAVE LEVELING NUTS, TYP., U.N.O.2.ALL BASE PLATES SHALL BE WELDED TO THE COLUMN WITH A 5/16" FILLET WELD ALL AROUND, TYP., U.N.O.3.ALL ANCHOR RODS SHALL BE HEADED ANCHOR RODS, TYP., U.N.O. ALL ANCHOR RODS SHALL HAVE HARDENED WASHERS AND NUTS.4.ALL ANCHOR RODS SHALL BE SET IN PLACE WITH A TEMPLATE. THEY SHALL BE PLACED PLUMB AND AT THE CORRECT DEPTH AND EXTENSION.5.ALL ANCHOR ROD HOLES IN BASE PLATES SHALL BE OVERSIZED PER AISC.6.ALL ANCHOR RODS SHALL BE ASTM F1554, SEE SCHEDULE FOR GRADE STRENGTH. 7.SHEAR LUGS SHALL BE THE WIDTH OF THE BASE PLATE AND DEPTH SPECIFIED IN THE SCHEDULE.8.ALL BASE PLATES FOR BRACE FRAMES SHALL BE ASTM A572 GRADE 50 STEEL. ALL SHEAR LUGS SHALL BE ASTM A36 STEEL.9.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.NON-SHRINK GROUT, TYP.5/16CJP1 1/2" TYP.1 1/2" TYP.CJPFULL DEPTH STIFFENER EACH SIDE OF BEAM. MATCH SINGLE SHEAR PLATE THICKNESS.STEEL BEAM.STEEL COLUMN.SHEAR PLATE. STEEL BEAM.TYPDSW12" TYP.STEEL BEAM.SINGLE SHEAR STIFFENER. ADD TABS WHERE BEAMS OCCUR.STEEL COLUMN.TYPDSWSINGLE SHEAR PLATE.FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE SAME DEPTH.COPE JOIST FLANGES WHERE REQUIRED.3 SIDESSSWNOTES:1.BOLTS SHALL BE ASTM A325 HIGH STRENGTH BOLTS2.BOLT EDGE DISTANCE SHALL BE 1.1/2" MINIMUM AT ALL EDGES.3.BOLT SPACING SHALL BE 3" MIN. BOLT SPACING MAY BE REDUCED TO 3X BOLT DIAMETER IF REQUIRED FOR A SINGLE ROW OF BOLTS.4.INDICATES DRAG CONNECTION. USE TWO ROWS OF SLIP CRITICAL BOLTS WITH A CLASS A FAYING SURFACE.5.EXTEND ANGLED SINGLE PLATES TO ALLOW FOR BOLT CLEARANCE.TYPDSWTYPDSWTYPDSWTYPDSWTYPDSWTYPDSWHORIZ. STIFFENER PLATES TOP AND BOTTOM THICKNESS TO MATCH SPT.TYPDSWTYPDSWSSW1/4BEAM WEB, COLUMN WEB, OR COLUMN FLANGE.SINGLE PLATESINGLE PLATESINGLE BENT PLATE. EXTEND AS REQ'D TO ACHIEVE BOLT CLEARANCE.0 ° T O 3 0° O V E R 4 5 °BEAM TO BEAM SINGLE PLATE CONNECTIONBEAM TO BEAM SINGLE PLATE CONNECTIONBEAM TO BEAM SINGLE PLATE CONNECTIONBEAM TO COLUMN STIFFENER PLATE CONNECTIONBEAM TO COLUMN SINGLE PLATE CONNECTIONBEAM TO COLUMN SINGLE PLATE DRAG CONNECTIONBEAM TO COLUMN FLANGE SINGLE PLATE CONNECTIONBEAM TO COLUMN WEB SINGLE PLATE CONNECTION0° TO 30°30° TO 45°OVER 45°HSS TUBE COLUMN.HSS TUBE COLUMN.WIDE FLANGE COLUMN.WIDE FLANGE COLUMN.BEAM WEB, COLUMN WEB, OR COLUMN FLANGE.3" TYP.2.1/2" MAX.SKEWED SINGLE PLATE CONNECTIONS2.1/2" MAX.2.1/2" MAX.2.1/2" MAX.2.1/2" MAX.2.1/2" MAX.COLUMN WEB.COPE JOIST FLANGES WHERE REQUIRED.KNIFE PLATE USE THICKEST REQ'D SPT.3" MAX.S P T 4" TYP.SPT(4) 7/8"Ø BOLTS TYP.(4) 7/8"Ø BOLTS TYP.FULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE BEAMS ARE HIGHER.COPE JOIST FLANGES WHERE REQUIRED.TYPDSWRAISED BEAM AT SINGLE PLATE CONNECTIONFULL DEPTH SINGLE SHEAR PLATE AT LOCATIONS WHERE JOIST HANGS BELOW BEAM.COPE JOIST FLANGES WHERE REQUIRED.TYPDSWLOWERED BEAM AT SINGLE PLATE CONNECTION(2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP.(2) ROWS OF SLIP CRITICAL BOLTS AT DRAGS, TYP.SSW6" MAX.4" AT DRAGSS P T 3 1/2" MAX.3 0 ° T O 4 5 °3/4" CAP PLATE3/4" CAP PLATE3/8" CAP PLATECOLUMN ABOVE, WHERE OCCURSNOTE:1. SPOT WELDS ARE 3/4" DIAMETER, TYP. U.N.O.2. HILTI PINS ARE HILTI X-ENP-19, TYP. U.N.O.3. PNEUTEK PINS ARE PNEUTEK K66, TYP. U.N.O.4. SCREWS ARE ANY ADI RECOGNIZED SELF-TAPPING SCREWS, TYP. U.N.O.5. TOP SEAM WELDS (TSW) SHALL BE 1.1/2" LONG, TYP, U.N.O.J-2ONE TRACKONE STUDJ-3ONE TRACKTWO STUDSJ-4TWO TRACKSTWO STUDSJ-5TWO TRACKSTHREE STUDSMATCH WALL BOTTOM TRACK AND STUD SIZE, TYPICALJ-1ONE STUDSILL TRACK, SEE SCHEDULECONFIG. 1SILL CONNECTION ANGLE CUT TO STUD WIDTH MINUS 1/8" W/ (4) #10 SCREWS INTO STUD AND (4) #10 SCREWS INTO SILL-USE (6) SCREWS IN 6" STUDS AND (8) SCREWS IN 8" STUDS.BOTTOM TRACK, SEE WALL SCHEDULECONCRETE SLABSTUD, SEE WALL SCHEDULESILL, SEE SILL SCHEDULEJAMB STUDS, SEE JAMB SCHEDULEANGLE TO BE INSTALLED WHERE CLOSURE PLLATES ARE USEDSTUD CONNECTION TO HEADERSECTION AAASTUD, SEE WALL SCHEDULEHEADER, SEE HEADER SCHEDULEJAMB, SEE JAMB SCHEDULEFLAT STUD HEADER OPTIONCONFIGURATION 1HDSCAAVIEW A-ABP-12 16 9 1 4 1 1/4" 55 16' MIN. BEDGE DISTANCE = 2"BP-11 14 9 1 4 1 1/4" 55 16" MIN. BEDGE DISTANCE = 2"BP-1 12 6 3/4 4 3/4" 36 6" MIN. B - -L W T NO. SIZE GRADEMARKSIZE (INCHES) ANCHOR RODSEMBEDDEPTHTYPESHEAR LUGDEPTHSHEAR LUGTHICKNESSNOTESBASE PLATE SCHEDULEW36 (11) 7/8" Ø 7/16" 5/16" 1/2"W33 (10) 7/8" Ø 7/16" 5/16" 1/2"W30 (9) 7/8" Ø 7/16" 5/16" 1/2"W27 (8) 7/8" Ø 7/16" 5/16" 1/2"W24 (7) 7/8" Ø 7/16" 5/16" 1/2"W21 (6) 7/8" Ø 7/16" 5/16" 1/2"W18 (5) 7/8" Ø 5/16" 1/4" 3/8"W16 (4) 7/8" Ø 5/16" 1/4" 3/8"W12, W14, C12 (3) 7/8" Ø 5/16" 1/4" 3/8"W8, W10, C8, C10 (2) 7/8" Ø 5/16" 1/4" 3/8"BEAM SIZE NO. BOLTS PER ROW SINGLE SIDED WELD (SSW) DOUBLE SIDED WELD (DSW) SHEAR PLATE THICKNESS (SPT)STEEL TO STEEL CONNECTION SCHEDULE1SW-8 800S162-43 5/8" GYPSUM BOTH SIDES #8 4" 4" (2) #10 TEK AT 12" O.C. (2) #12 TEK AT 12" O.C.SW-3.62B 362S162-54 5/8" GYPSUM BOTH SIDES #8 4" 4" (2) #10 TEK AT 12" O.C. (2) #12 TEK AT 12" O.C.SW-3.62A 362S162-43 5/8" GYPSUM BOTH SIDES #8 4" 4" (2) #10 TEK AT 12" O.C. (2) #12 TEK AT 12" O.C.SIZEPANELEDGESIN FIELD INTO ROOF DECK INTO STEELMARK STUDS SHEATHINGSCREW SPACING BOTTOM TRACK SCREW ATTACHMENTSTEEL STUD SHEAR WALL SCHEDULEPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:40 PMSCHEDULESSTEELSE-004N 20 PLN3 32/5 32/5 32/5 32/5 12 12 - - 24 24 NOT ALLOWEDB 20 PLB 36/7 36/7 36/7 36/7 12 12 12 12 18 18 NOT ALLOWEDB 18 PLB 36/7 36/7 36/7 36/7 12 12 12 12 18 18 NOT ALLOWEDWELD HILTI PINS PNEUTEK SCREWS WELD HILTI PINS PNEUTEK SCREWS WELD VSC2 BPMARK GAUGE TYPECROSS-PANEL PATTERN ALONG FLUTES SPACING (IN) SIDELAP CONNECTION SPACING (IN)ROOF DECKING SCHEDULE12' - 0" 800S162-54, TYPE J3 VERTICLIP SL800SIMPSON 3/8" TITEN HDANCHOR WITH 2 1/2"EMBEDMENT8'-0" 800S162-54, TYPE J3 VERTICLIP SL800SIMPSON 3/8" TITEN HDANCHOR WITH 2 1/2"EMBEDMENT15' - 0" UP TO 3' - 0"PARAPET800S162-33 @ 16"O.C.CLARK DIETRICH MAXTRACK 2D 3" LEG 54 MIL,SEE DETAIL A1/SE-511.800T125-54REQUIRED @ 4'-0" O.C.VERTICAL OR SHEATHINGBOTH SIDES8" UP TO 15'-0"5'-6" 800S162-54, TYPE J1 -SIMPSON 3/8" TITEN HDANCHOR WITH 2 1/2"EMBEDMENT12'-0" 600S162-54, TYPE J3 VERTICLIP SL600SIMPSON 3/8" TITEN HDANCHOR WITH 2 1/2"EMBEDMENT8'-0" 600S162-54, TYPE J3 VERTICLIP SL600SIMPSON 3/8" TITEN HDANCHOR WITH 2 1/2"EMBEDMENT15' - 0" UP TO 3' - 0"PARAPET600S162-54 @ 16"O.C.CLARK DIETRICH MAXTRACK 2D 3" LEG 54 MIL,SEE DETAIL A1/SE-511.600T125-54REQUIRED @ 4'-0" O.C.VERTICAL OR SHEATHINGBOTH SIDES6" UP TO 15'-0"5'-6" 600S162-54, TYPE J1 -SIMPSON 3/8" TITEN HDANCHOR WITH 2 1/2"EMBEDMENTMAX. WALLHEIGHTSTUD TYPE TOP CONNECTIONBOTTOMCONNECTIONBRIDGING JAMB DEPTHJAMBHEIGHTMAX.OPENINGWIDTHJAMB OPTIONS TOP CONNECTION BASE CONNECTIONWALLJAMBEXTERIOR STUD WALL SCHEDULE (NON-BEARING)NO SCALESE-0043TYPICAL STEEL STUD JAMB DETAILS12'-0" 8'-0" 1 800PRO300-68MIL WITH HDSC-97 BRACKET --8'-0" 4'-0" 1 800PRO300-54MIL WITH HDSC-97 BRACKET --8'-0"12'-0" 8'-0" 1 600PRO350-97MIL WITH HDSC-97 BRACKET --8'-0" 4'-0" 1 600PRO350-68MIL WITH HDSC-97 BRACKET --6"WALL STUDDEPTHWALL HEIGHT ABOVEOPENINGMAX. OPENINGWIDTHCONFIGURATIONHEADER CONNECTION, ANGLE ORCONNECTION TRACKCOMMENTSHEADER SCHEDULE8" 1 800T125-33 --6" 1 600T125-54 --8'-0" UP TO 12'-0"-WALL HEIGHT ABOVEOPENINGMAX. OPENINGWIDTHWALL STUD DEPTH CONFIGURATIONHEADER CONNECTION, ANGLEOR CONNECTION TRACKCOMMENTSSILL SCHEDULENO. DESCRIPTION DATE11/27/2019 PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:41 PM3D RENDERINGSE-006SE-00613D Structural RenderingNO. DESCRIPTION DATE11/27/2019 INDICATES NOTES ARE KEYED ON PLAN.1.6" CONCRETE SLAB ON 24" FREE DRAINING GRAVEL.REINFORCE WITH #4 AT 18"O.C. EACH WAY,CENTER OF SLAB.2.SEE ARCHITECTURAL DRAWINGS FOR SLOPES AND RECESSES IN FLOOR SLABS. 3.DRILL AND EPOXY DOWELS TO MATCH HORIZONTALREINFORCING IN NEW WALL AND FOOTING INTO EXISTINGWALL AND FOOTING. SIX INCH MINIMUM EMBED.4.FOR CONCRETE WALL REINFORCING, SEE CONCRETE WALLSCHEDULE ON SHEET SE-003.5.FOR CONCRETE PIER/COLUMN REINFORCING, SEE CONCRETEPIER SCHEDULE ON SHEET SE-003.6.FOR STEEL COLUMN BASEPLATE SIZES AND CONFIGURATIONS, SEE BASEPLATE SCHEDULE ON SHEETSE-004.7.FOR CORNER, INTERSECTION, AND END BARS IN CONCRETEWALLS SEE DETAILS E4/SE501 AND E5/SE501.8.FOR CONTROL JOINTS IN SLABS ON GRADE SEE DETAIL E3/SE501.9.FOR UTILITY PIPES AND SLEEVES AT FOOTINGS AND WALLS SEE DETAILS E1 & E2/SE501 AND B4/SE501.10.FOR BURIED UTILITY LINES LOCATED 24" OR LESS BELOWBOTTOM OF FOOTINGS, STEP FOOTINGS PER DETAIL A5/SE5-01. SEE SOILS REPORT FOR STRUCTURAL FILL AROUND BURIED UTILITY LINES 24" OR GREATER BELOW FOOTINGS.11.FRENCH DRAIN. COORDINATE WITH ARCHITECT AND MECHANICAL.SHEET NOTESINDICATES CONCRETE PIER, SEE SCHEDULE FOR SIZE AND REINFORCINGLEGENDINDICATES CONCRETE SLAB ON GRADE, SHEET NOTES FOR THICKNESS AND REINFORCINGINDICATES CHANGE IN ELEVATION OR RECESSED SLABINDICATES CONCRETE FOOTING & FOUNDATION WALL SEE SCHEDULES FOR SIZE AND REINFORCINGINDICATES CONCRETE WALL SEESCHEDULES FOR SIZE AND REIFORCINGINDICATES RECESS IN CONCRETE FOUNDATION WALLINDICATES STEP IN WALL, SEE DETAIL D4 AND D5/SE501SSINDICATES RECESSED SLAB, SEE ARCH.INDICATES STEEL HSS COLUMN AND BASE PLATE, SEE SCHEDULEHSS??INDICATES STEEL WIDE FLANGE COLUMN AND BASE PLATE, SEE SCHEDULEW?X??INDICATES FLOOR SLAB ELEVATIONBP-?BP-?T.F. = ??'-??"INDICATES TOP OF FOOTING ELEVATIONINDICATES TOP OF WALL ELEVATIONINDICATES TOP OF PIER ELEVATIONT.W. = ??'-??"T.P. = ??'-??"CW-?CW-?FRAME ELEVATION VIEW1RefSE?-??INDICATES DETAIL SECTION VIEW.?SE?-???SE?-??INDICATES DETAIL VIEW OR ENLARGED PLAN CALLOUT.F.S.E. = F-????'-??"INDICATES CONCRETE FOOTING TYPE AND TOP OF FOOTING ELEVATIONCP-?30' - 11 1/4"20' - 9 1/2"F125EDCB6G34A.L01.2A.R5.8A.7HSS6X6X3/8BP-1HSS6X6X3/8BP-11HSS6X6X3/8BP-1HSS6X6X3/8BP-11HSS6X6X3/8BP-11HSS6X6X1/2BP-11HSS6X6X1/2BP-11HSS6X6X3/8BP-11HSS6X6X3/8BP-11HSS6X6X3/8BP-11HSS6X6X3/8BP-1HSS8X6X3/8BP-12HSS8X6X3/8BP-12HSS8X6X3/8BP-12HSS8X6X3/8BP-12HSS6X6X3/8BP-1HSS6X6X3/8BP-11HSS6X6X3/8BP-11HSS6X6X1/2BP-11HSS6X6X3/8BP-11HSS6X6X3/8BP-11HSS6X6X1/2BP-11HSS6X6X3/8BP-11HSS6X6X3/8BP-11100' -0"F-3C100' -0"F-3C100' -0"F-3C100' -0"F-3C100' -0"F-3C100' -0"F-3C99' -4"F-599' -4"F-699' -4"F-699' -4"F-5CP-1CP-1CP-1CP-1CP-1CP-1CP-197' -0"F-4X797' -0"F-2C97' -0"F-2C97' -0"F-2C97' -0"F-2C97' -0"F-397' -0"F-597' -0"F-2C97' -0"F-597' -0"F-597' -0"F-397' -0"F-397' -0"F-597' -0"F-597' -0"F-597' -0"F-597' -0"F-597' -0"F-397' -0"F-2C97' -0"F-2C97' -0"F-2C97' -0"F-2C97' -0"F-2C97' -0"F-3C97' -0"F-3C97' -0"F-3C97' -0"F-2C97' -0"F-2C97' -0"F-2C97' -0"F-4X797' -0"F-4X797' -0"F-4X797' -0"F-4X797' -0"F-4X797' -0"F-4X797' -0"F-2C97' -0"F-599' -4"F-599' -4"F-599' -4"F-699' -4"F-699' -4"F-699' -4"F-6CW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACW-14ACW-10ACW-10ACW-10ACW-14ACW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACW-10ACP-1CP-1CP-1HSS6X6X3/8BP-11HSS6X6X3/8BP-11CP-2C P -2 CP-2CP-2HSS8X6X3/8BP-12HSS8X6X3/8BP-12HSS8X6X3/8BP-12HSS8X6X3/8BP-12C4SE-503TYP.C4SE-503TYP.B2SE-503B2SE-503C1SE-503C1SE-503B1SE-503CW-16ACW-16ACW-24A97' -0"F-3CCW-24ACW-24ACW-24A97' -0"F-3C11HSS6X6X3/8BP-11C4SE-502B1SE-502HSS4X4X1/497' -0"F-3CCW-10AT.P. = 99' - 4"T.P. = 99' - 4"T.P. = 99' - 4"TYP.TYP.TYP.TYP.TYP.TYP.49' - 0 3/4"49' - 1 3/4"----_______A1SE-201_______T.P. = 99' - 4"HSS6X6X3/8BP-11HSS6X6X3/8BP-11T.P. = 99' - 4"HSS4X4X1/4MW-8APROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:44 PMFOUNDATIONPLANSE-1011/8" = 1'-0"SE-1011FOOTING AND FOUNDATION PLANNO. DESCRIPTION DATE11/27/2019 INDICATES NOTES ARE KEYED ON PLAN.1.FOR ROOF DECK NOTES, SEE SCHEDULE.2.ALL ROOF JOISTS SHALL HAVE 2½" BEARING ENDS ANDSHALL BEAR 2½"MIN. ON STEEL BEAMS. STAGGER JOISTAT STEEL BEAMS AS REQUIRED FOR MIN. BEARING. PROVIDEJOIST BRIDGING PER SJI STANDARDS. 3.ALL EXTERIOR STUD AND CURTAIN WALLS SHALL BE DESIGNED BY SUPPLIER FOR LOADS SHOWN IN GENERAL NOTES. CONNECTIONS TO STRUCTURE SHALL BE DESIGNED FOR 3/8" VERTICAL DEFLECTION AND 1.5% INTER STORY DRIFT. (DESIGN STUD WALLS FOR 3/4" VERTICAL DEFLECTION)4.STEEL BEAM TO BE 1/2" OFF GRID FOR WALL SIDING TO RUN FULL HEIGHT. BEAMS ON GRID 2 ARE OFFSET TOWARDSGRID 1. BEAMS ON GRID 3 ARE OFFSET TOWARDS GRID 4.5.3/4" TONGUE AND GROOVE FIRE RATED FLOOR SHEATHING. SHEET NOTESINDICATES BRACE CONNECTION.INDICATES CONCRETE SLAB ON GRADE, SEE SHEET NOTESINDICATES STEEL ROOF DECK SPAN DIRECTION, SEE SHEET NOTESINDICATES FRAME ELEVATION VIEWINDICATES CONCRETE ON STEEL DECK SPAN DIRECTION, SEE SHEET NOTESOPENINDICATES OPENING IN DECK, SEE TYPICAL OPENING IN FLOOR DECK DETAILS1RefSE?-??INDICATES SNOW DRIFT LOADS TO BE APPLIED TO JOISTS, SEE DRIFT SCHEDULEINDICATES DIFFERENT FLOOR DECKLEGENDINDICATES TOP OF WALL ELEVATIONINDICATES TOP OF PIER ELEVATIONT.W. = ??' -??"T.P. = ??' -??"INDICATES MOMENT FRAME BRACINGDR-?INDICATES TOP OF STEEL ELEVATIONT.S. = ??' -??"INDICATES DETAIL SECTION VIEW?SE?-??INDICATES DETAIL VIEW OR ENLARGED PLAN CALLOUT?SE?-??INDICATES STEEL HSS (HSS) COLUMN AND BASE PLATE, SEE SCHEDULESHSS??BP-???-??INDICATES WOOD SHEATHING SPAN DIRECTION, SEE PLAN NOTES.FF112255EEDDCCBB66GG3344A.L01.201.2A.R5.85.8A.7A.7Clr-3Clr-4Clr-3.5Clr-5.5SE-1213W21X57W14X22HSS10X6X1/4W18X35W21X50W21X57W14X22HSS10X6X1/4W18X35W18X35 BY CONT.W21X50W21X50HSS10X6X1/4W14X22W21X57W21X57W14X22W10X17HSS10X6X1/4W18X35HSS5X5X5/16ABOVEHSS5X5X5/16ABOVEHSS5X5X5/16ABOVEHSS5X5X5/16ABOVEHSS5X5X5/16ABOVEHSS5X5X5/16ABOVEHSS5X5X5/16ABOVEHSS5X5X5/16ABOVESE-1212A4SE-521A4SE-5212.5K32.5K32.5K32.5K32.5K3W8X10W18X50W12X22W18X50A1SE-522A1SE-522A1SE-522A1SE-522A2SE-522B3SE-521B3SE-521SIM@16K957" O.C.W18X35W18X35 BY CONT.W18X35W18X35A4SE-521W18X35 BY CONT.W18X35W18X35B1SE-521B1SE-521B1SE-521B1SE-521W8X10HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4A5SE-521TRUSS LOAD 10' - 0 5/8"440' - 0 1/2"0' - 0 1/2"44SE-521B226K626K628K728K726K628K728K7@26K755" O.C.@26K765 1/4" O.C.@26K755 1/4" O.C.26K628K728K7@26K755" O.C.@26K765 1/4" O.C.@26K755 1/4" O.C.W18X50W18X5028K728K7W12X22W18X50W18X50W18X35W10X12W10X12W18X352' - 0"B4SE-521B4SE-521W8X10W8X10W10X17W10X17W10X17B4SE-521B4SE-521A4SE-521W18X352.5K32.5K3W8X10HSS8X6X3/8BP-12HSS5X5X5/16ABOVEHSS5X5X5/16ABOVEW21X50A3SE-5213' - 9 1/8"3' - 9 1/8"8' - 6 7/8"8' - 6 7/8"8' - 8"28' - 0 3/4"28' - 0 3/4"8' - 9"W18X35A3SE-521SIMN-20N-20B-20B-20B-20B-20B-20B-2011111111----_______----_______A1SE-201_______0' - 11"0' - 11"0' - 3"F25EDCBG34A.LA.RA.7Clr-3Clr-4Clr-3.5Clr-5.5HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16HSS5X5X5/16A3SE-522A3SE-522A3SE-522A3SE-522A3SE-522SE-521C3HSS5X5X5/1611B-18B-1825EDC34@800S162-5416" O.C.@800S162-5416" O.C.@800S162-5416" O.C.@800S162-5416" O.C.@800S162-5416" O.C.55SW-3.62ASW-3.62BSW-3.62ASW-3.62BSW-3.62ASW-8SW-8SW-3.62ASW-8SW-8SW-3.62BSW-3.62BSW-3.62ASW-3.62ASW-3.62BSW-3.62BSW-3.62ASW-3.62A800S162-97800S162-97PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:44 PMROOF FRAMINGPLANSE-1211/8" = 1'-0"SE-1211ROOF FRAMING PLAN1/8" = 1'-0"SE-1213CLEARSTORY FRAMING PLAN1/8" = 1'-0"SE-1212MEZZANINE FRAMING PLANNO. DESCRIPTION DATE11/27/2019 WIND LOAD = ± 2.0 k-ftDEAD LOAD = 200 lb.DEAD LOAD = 143 PLFLIVE LOAD = 95 PLFSNOW LOAD = 190 PLF500 lb. POINT LOAD ANY LOCATIONWIND LOAD = ± 2.0 k-ftDEAD LOAD = 200 lb.8' - 5 3/4"7' - 6 3/8"8' - 5 3/4"Level 1100' -0"Top of Footing97' -0"2534----_______MEZZANINE108' -7 5/8"ADDTITIONAL (2) #5 TOP AND BOTTOM IN GROUTED CELLSMW-8APROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:45 PMROOF LOADINGPLANSE-2011" = 1'-0"SE-201D1TRUSS LOAD 1NO SCALESE-201A1NO. DESCRIPTION DATE11/27/2019 EQEQSS "Z" SHAPED BARS TO WATCH SIZE SPA. OF FOOTING REINF.FOOTING REINF. SEE PLAN AND SCHEDULEFOOTING, SEE PLAN AND SCHEDULECONCRETE FOUNDATION WALL, SEE PLANSTEP IN FOOTING,SEE PLAN FOR LOCATION(2) #6 DIAGONAL BARSFOOTING REINF. SEE PLAN AND SCHEDULE2' - 6"2' - 0"TYPICAL BOTTOM OF WALL REINFORCINGEQEQSSSTEP IN FOOTING, SEE PLAN FOR LOCATIONCONCRETE FOUNDATION WALL,SEE PLAN(2) #5 X 4'-0"FOOTING, SEE PLAN AND SCHEDULEFOOTING REINF. SEE PLAN AND SCHEDULE"Z" SHAPED BARS TO MATCH SIZE AND SPA. OF FOOTING REINF.FOOTING REINF. SEE PLAN AND SCHEDULE0' - 6"12BACK-FILLED TRENCHPIPE, SEE CIVILBOTTOM OF TRENCH SHALL BE ABOVE THIS LINECONCRETE FOOTING, SEE PLAN2' MIN12" MIN12" MIN2" MIN6" MINUSE TYP. FOOTING STEPIF DIMENSION EXCEEDS 1'-6"PIPE, SEE MECH. PROVIDE OVERSIZED PVC SLEEVES AROUND ALL PIPES PASSING THROUGH WALL AND FOOTINGSCONCRETE FOOTING, SEE PLAN AND SCHEDULEPIPE PASSES BELOW FOOTINGPIPE PASSES THROUGH FOOTING2" MINPIPE, SEE MECH. PROVIDE OVERSIZED PVC SLEEVES AROUND ALL PIPES PASSING THROUGH WALL AND FOOTINGSCONCRETE FOOTING, SEE PLAN AND SCHEDULE12" MIN12" MIN6" MININTERRUPT CONT. FTG. REINF. FOR PASSAGE OF PIPE24 BAR DIAMETERSCLEAR0' - 2"LSLSLSLSSEE CONCRETE REINFORCINGLAP SPLICE SCHEDULE FOR "L"INTERSECTIONCORNERLSLSLSLS#4 X CONT.CONCRETE SLAB ON GRADE, SEEPLAN AND NOTES.CONSTRUCTION JOINT#4 X CONT.#4X48" DOWEL @ 24" O.C.CONT. KEY WAY.#4 X CONT.CONCRETE SLAB ON GRADE, SEEPLAN AND NOTES.CONTROL JOINT#4 X CONT.#4 DOWEL @ 24" O.C.SAW CUT WITHIN FIRST 12 HOURS.POUR #1POUR #2PLAN36T MAX36T MAXMAX. LENGTH OF POUR WITHOUT CONTROL JOINTS = 36T COORDINATE JOINT LOCATIONS WITH ARCH. REQUIREMENTS. MAX WIDTH OF POUR = 108T108T MAXTYPICAL CONSTRUCTION JOINTTYPICAL CONTROL JOINTT = SLAB THICKNESS1.25LLCONTROL JOINT MAXIMUM ASPECT RATIOPLAN(2) #4 X 48" BARS @ EACH CORNER OF RECESSED SLABS WHERE CONTROL OR CONSTRUCTION JOINTS, DO NOT EXTEND BEYOND CORNERRECESSED SLAB AREAPLANCONTROL JOINT OR CONSTRUCTION JOINT(2) #4 X 48" BARS WHERE JOINTS INTERSECT, BUT ARE NOT CONTINUOUS(2) #4 X 48" BARS WHERE CONSTRUCTION OR CONTROL JOINTS DO NOT EXTEND FROM CORNERS OF COLUMN BLOCKOUTS IN CONCRETE SLABCONCRETE FOOTING, SEE PLAN SEE SOILS REPORTSEE SOILS REPORTSTRUCTURAL FILL, SEE SOILS REPORTCONSTRUCTION JOINTCONTROL JOINTAT EXPOSED SLAB, PROVIDE 1/4" WIDE SLOT WITH JOINT SEALER.FORMED KEY-WAYT/6T/4TT/4SAW CUT JOINT WITHIN FIRST 12 HOURS OF SLAB POUR, USE TOOLED JOINTS AT EXTERIOR SLABSVAPOR BARRIER, WHERE OCCURSGRANULAR FILL, SEE SOILS REPORT, 4" MIN.EXISTING UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL, SEE SOILS REPORT#4 @ 18" O.C. EACH WAY 6" HOUSEKEEPING PADCONCRETE SLAB ON GRADE, SEE PLANDRILL AND EPOXY @4 DOWEL @ 18" O.C. AT PERIMETER AND 8'-0" O.C. EACH WAY AT INTERIOR OF PAD ( 3" MIN EMBED)#4 @ 18" O.C. EACH WAY #4 DOWEL @ 18" O.C. @ PERIMETER AND 8'-0" O.C. EACH WAY AT INTERIOR OF PADCONCRETE SLAB ON GRADE, SEE PLANUSE EPOXY COATED REINFORCING AT EXTERIOR CONDITIONSCONCRETE WALLVERTICAL WALL REINFORCING90º HOOK"U" TIE SIZE AND SPACING TO MATCH HORIZONTAL WALL REINFORCING LAP BARS PER REINFORCING BAR LAP SLICE SCHEDULEFROST COVERFROST COVERCONCRETE WALL, SEE PLANCONCRETE SLAB ON GRADE, SEE PLANDOWELS TO MATCH VERTICAL REINFORCINGROUUGHEN SURFACE 1/4" AMPLITUDECONCRETE FOOTING, SEE PLANROUUGHEN SURFACE 1/4" AMPLITUDECONCRETE WALL, SEE PLANCONCRETE WALL, SEE PLANDOWELS TO MATCH VERTICAL REINFORCINGROUGHEN SURFACE 1/4" AMPLITUDECONCRETE FOOTING, SEE PLANCONSTRUCTION JOINTCONTROL JOINTSLAB REINFORCING TO CONTINUE THROUGH CONSTRUCTION JOINTTT/4SLAB REINFORCING, WHERE OCCURSSAW CUT JOINT WITHIN FIRST 12 HOURS OF SLAB POUR, USE TOOLED JOINTS AT EXTERIOR SLABSVAPOR BARRIER, WHERE OCCURSGRANULAR FILL, SEE SOILS REPORT, 4" MIN.EXISTING UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILL, SEE SOILS REPORTT/3NOTE: AT CONTRACTOR'S OPTION, USE SPEED DOWEL OR DIAMOND DOWEL PER MANUFACTURER'S SPECIFICATIONS0' - 3"0' - 3"1/8" RADIUS EDGE, EACH SIDET/3VAPOR BARRIER (WHERE APPLIES)4" GRANULAR FILLEXISTING UNDISTURBED GRADE OR COMPACTED STRUCTURAL FILLCONCRETE SLAB ON GRADE, SEE PLAN3/4" = 1'-0"SE-501B1TYPICAL STEP IN EXTERIOR FOOTING3/4" = 1'-0"SE-501B2TYPICAL STEP TO INTERIOR FOOTING3/4" = 1'-0"SE-501C5TYPICAL ADJACENT TRENCH LIMITS3/4" = 1'-0"SE-501C3TYPICAL FOOTING PENETRATION3/4" = 1'-0"SE-501B3TYPICAL WALL INTERSECTION REINFORCING3/4" = 1'-0"SE-501D4TYPICAL RECESS IN SLAB ON GRADEPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:47 PMFOUNDATIONDETAILS -CONCRETESE-501NO SCALESE-501D1TYPICAL SLAB ON GRADE JOINT LAYOUTNO SCALESE-501C1TYPICAL LOCATIONS REQUIRING ADDTIONAL SLAB REINF.NO SCALESE-501C4TYPICAL COMPACTED STRUCTURAL FILLNO SCALESE-501D2TYPICAL UNREINFORCED SLAB ON GRADE JOINTSNO SCALESE-501C2TYPICAL HOUSEKEEPING PAD REINFORCINGNO SCALESE-501B4TYPICAL WALL END REINFORCINGNO SCALESE-501B5TYPICAL CONCRETE STEM WALL AND FOOTINGNO SCALESE-501A1TYPICAL CONCRETE WALL CONNECTION TO FOOTINGNO SCALESE-501D3TYPICAL REINFORCED SLAB ON GRADE JOINTSNO SCALESE-501D5TYPICAL CONCRETE SLAB ON GRADE PROFILENO. DESCRIPTION DATE11/27/2019 2'-0"1'-6"(2) #5 CONT. BOTTOMFOOTING, SEE PLANAND SCHEDULECONCRETE FOUNDATION WALL, SEE PLAN AND SCHEDULE FOR SIZE AND REINF.(2) #5 BARS EXTEND 2' 0"PAST EDGE OF OPENING, EACH SIDE#4 @ 18" O.C.CONCRETE SLAB ON GRADE, SEE PLANEXTERIOR SLAB, SEE ARCH.DOWELS TO MATCH VERTICAL WALL REINFORCINGROUGHENED SURFACE, 1/4" AMPLITUDEROUGHENED SURFACE, 1/4" AMPLITUDEALTERNATE BAR HOOK DIRECTIONS0' - 8"(1) #4 CONT. CONCRETE SLAB ONGRADE, SEE PLAN.FOOTING, SEE PLANAND SCHEDULE(2) # 5 TOP ANDBOTTOMCONCRETE FOUNDATION WALL,SEE PLANROUGHENED SURFACE, 1/4" AMPLITUDEDOWELS TO MATCH VERTICAL WALL REINFORCING.WALL ABOVE, WHERE OCCURSALTERNATE BAR HOOK DIRECTIONS1'-6"(1) #4 CONT.#4x DOWELS @ 18" O.C.2'-0"0' - 8"30" SQUARE ISOLATION, NO REINFORCING REQUIRED, POUR AFTER DEAD LOADS ARE IN PLACECONCRETE SLAB ONGRADE, SEE PLANFOOTING, SEE PLAN AND SCHEDULECONCRETE COLUMN, SEE PLAN SCHEDULES FOR REINFORCINGC2SE-502ROUGHEN SURFACE, 1/4" AMPLITUDEPOUR BACK1/2" EXPANSION STRIP BETWEEN SLAB ON GRADE AND POURBACKCONCRETE COLUMN, SEE PLAN AND SCHEDULES FOR REINFORCING(2) #4X4' 0" WHEN NO CONTROL JOINT OCCURS AT CORNER.2' - 0" MIN.4" MIN.POUR BACK1/2" EXPANSION STRIP BETWEEN SLAB ON GRADE AND POURBACKCONCRETE COLUMN, SEE PLAN AND SCHEDULES FOR REINFORCING(2) #4X4' 0" WHEN NO CONTROL JOINT OCCURS AT CORNER.2' - 0" MIN.6" MIN.2'-0"1'-6"FOOTING, SEE PLAN AND SCHEDULECONCRETE FOUNDATION WALL, SEE PLAN#4 @ 18" O.C.CONCRETE SLAB ON GRADE, SEE PLANEXTERIOR SLAB, SEE ARCH.DOWELS TO MATCH VERTICAL WALL REINFORCINGROUGHEN SURFACE, 1/4" AMPLITUDEROUGHEN SURFACE, 1/4" AMPLITUDE0' - 8"(1) #4 CONT.FOOTING, SEE PLAN AND SCHEDULECONCRETE FOUNDATION WALL, SEE PLANCONCRETE SLAB ON GRADE, SEE PLANDOWELS TO MATCH VERTICAL WALL REINFORCINGROUGHEN SURFACE, 1/4" AMPLITUDEROUGHEN SURFACE, 1/4" AMPLITUDEEXTERIOR GRADEWALL SYSTEM, SEE ARCH.1/2" FIBERBOARD, TYP. SEE ARCH.D1D2GREATER VALUE OF D1 OR D2SHIFT VERTICAL REINFORCING TO SIDES OF PIPE SLEEVESHIFT HORIZONTAL REINFORCING ABOVE AND BELOW PIPE SLEEVEPVC PIPE SLEEVE BY CONTRACTORCONCRETE WALL, SEE PLANNOTE:MAXIMUM HOLE SIZE SHALL NOT EXCEED 12". PROVIDE 12" MININUM DISTANCE FROM TOP OR BOTTOM OF WALLCONCRETE SLAB ON GRADE, SEE PLANGRATING PER ARCH.CONCRETE SLAB ON GRADE, SEE PLAN4" DEEP TO 18" DEEP FRENCH DRAIN0' - 6" MIN.CONCRETE SLAB ON GRADE, SEE PLANGRATING PER ARCH.CONCRETE SLAB ON GRADE, SEE PLAN24"X24"X24" CATCH BASINPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:48 PMFOUNDATIONDETAILS -CONCRETESE-502NO SCALESE-502D3TYPICAL CONCRETE SLAB AT DOORWAYNO SCALESE-502D4TYPICAL CONCRETE SLAB AT CURTAIN WALLNO SCALESE-502C1TYPICAL CONCRETE COLUMN TO FOOTINGNO SCALESE-502C2TYPICAL CONCRETE COLUMN BLOCKOUTNO SCALESE-502D2TYPICAL CONCRETE SLAB AT DOORWAYNO SCALESE-502D5TYPICAL CONCRETE WALL ON FOOTINGNO SCALESE-502D1TYPICAL PIPE SLEEVE IN CONCRETE WALLNO SCALESE-502C4NO SCALESE-502B1NO. DESCRIPTION DATE11/27/2019 2'-0" SQUARE ISOLATION, NO REINFORCING REQUIRED, POUR AFTER DEAD LOADS ARE IN PLACESTEEL COLUMN AND BASEPLATE (SEE PLAN AND SCHEDULE) ON 1½" NON-SHRINK GROUT WITH LEVELING NUTSCONCRETE SLAB ONGRADE, SEE PLANFOOTING, SEE PLANAND SCHEDULE5/16STEEL COLUMN AND BASEPLATE (SEE PLAN AND SCHEDULE) ON 1½"NON-SHRINK GROUT WITH LEVELING NUTSCONCRETE SLAB ONGRADE, SEE PLANFOOTING, SEE PLANAND SCHEDULE5/16CONCRETE PIER, SEE PLANAND SCHEDULEFOR SIZE AND REINFORCINGDOWELS TO MATCH VERTICAL PIER REINFORCINGD3SE-503D3SE-5032' - 0" MIN.ISOLATION JOINTCOLUMN AND BASE PLATE, SEE PLAN AND SCHEDULE(2) #4X4' 0" WHEN NO CONTROL JOINT OCCURS AT CORNER.3" MIN.2 '0'' SQUARE ISOLATION NO REINF. REQUIRED, POUR AFTER DEAD LOADS ARE IN PLACESTEEL COLUMN AND BASEPLATE (SEE PLANAND SCHEDULE) ON 1 1/2"NON-SHRINK GROUTWITH LEVELING NUTSCONCRETE SLAB ONGRADE, SEE PLANFOOTING, SEE PLANAND SCHEDULESTEEL COLUMN AND BASEPLATE (SEE PLAN AND SCHEDULE) ON 1 1/2" NON-SHRINK GROUT WITH LEVELING NUTSCONCRETE SLAB ONGRADE, SEE PLANFOOTING, SEE PLAN AND SCHEDULECONCRETE PIER, SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCINGDOWELS TO MATCH VERT. PIER REINF.C3SE-503C3SE-5032' - 0" MIN.ISOLATION JOINTCOLUMN AND BASE PLATE, SEE PLAN AND SCHEDULE(2) #4X4' 0" WHEN NOCONTROL JOINT OCCURS AT CORNER.3" MIN.CONCRETE SLAB ONGRADE, SEE PLAN.DOWELS TO MATCH VERTICAL WALL REINFORCING.FOOTING, SEE PLAN AND SCHEDULECONCRETE FOUNDATION WALL AND PIER,SEE PLANWALL ABOVE, WHERE OCCURSSTEEL COLUMN AND BASE PLATE , SEE PLAN.0' - 8"ROUGHENED SURFACE, 1/4" AMPLITUDECONCRETE SLAB ONGRADE, SEE PLAN.DOWELS TO MATCH VERTICAL WALL REINFORCING.FOOTING, SEE PLAN AND SCHEDULECONCRETE FOUNDATION WALL AND PIER,SEE PLANWALL ABOVE, WHERE OCCURSSTEEL COLUMN AND BASE PLATE , SEE PLAN.0' - 8"ROUGHENED SURFACE, 1/4" AMPLITUDEAACONCRETE WALL, SEE PLANBASE PLATE, SEE PLANCOLUMN, SEE PLANCONCRETE PIER, SEE PLAN AND SCHEDULEEXTEND VERTICAL WALL REINFORCING(3) TIES AT TOPVIEW A-A0' - 6"0' - 8"FOOTING, SEE PLANAND SCHEDULE6" CONCRETE SLAB ON GRADE16 GAUGE TRACKSEE ARCH. FOR RECESS AND FLOOR CONSTRUCTIONDOWELS TO MATCH VERTICAL REINFORCINGFOOTING, SEE PLANAND SCHEDULE(2) #5 @ TOP AND BOTTOMDOWELS TO MATCH VERTICAL REINFORCING#4 DOWELS @ 18" O.C.BRICK VEENER,SEE ARCH.INSULATION, SEE ARCH.#4 @ 18" O.C.4" FREE DRAINING GRAVEL6" CONCRETE SLAB ON GRADESTEEL COLUMN AND BASE PLATE, SEE PLANCONCRETE PIER, SEEPLAN AND SCHEDULE(2) #5 TOP AND BOTTOM0' - 6"5/16DOWELS TO MATCH VERTICALWALL REINFORCINGEXTEND PIER TOTOP OF WALL(3) TIES AT TOPPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:49 PMFOUNDATIONDETAILS - STEELSE-503NO SCALESE-503D1TYPICAL WIDE FLANGE COLUMN CONNECTION TO FOOTING/PIERNO SCALESE-503D3TYPICAL WIDE FLANGE COLUMN BLOCKOUTNO SCALESE-503C1TYPICAL TUBE COLUMN CONNECTION TO FOOTING/PIERNO SCALESE-503C3TYPICAL TUBE COLUMN BLOCKOUTNO SCALESE-503D4TYPICAL CONCRETE PIER WITHIN WALLNO SCALESE-503D5TYPICAL CONCRETE PIER WITHIN WALLNO SCALESE-503C4NO SCALESE-503B2NO SCALESE-503B1NO SCALESE-503B3NO. DESCRIPTION DATE11/27/2019 45.00°1" MAX6" TYP.COLUMN CENTER LINEDEFORMED BAR ANCHOR BENT PLATEL3X3X1/4 SLAB SUPPORT ANGLESCOLUMN CENTER LINEWIDE FLANGE COLUMN, SEE PLANWIDE FLANGE BEAM, SEE PLANCLOSE GAP W/ DECK CLOSURE PLATESTEEL BEAM, SEE PLANSTEEL BEAM, SEE PLANSTEEL COLUMN, SEE PLANL3X3X1/4 TYP. NOTCH VERTICAL LEG AS REQ'DROOF DRAIN, PIPING, OR CONDUIT LOCATION. VERIFY W/ OTHER DRAWINGS STEEL BEAM, SEE PLANSTEEL BEAM, SEE PLANSTEEL COLUMN, SEE PLANL3X3X1/4 TYP. NOTCH VERTICAL LEG AS REQ'DROOF DRAIN, PIPING, OR CONDUIT LOCATION. VERIFY W/ OTHER DRAWINGS NOTE: ANGLES NOT REQ'D IF DECK IS TIGHT UP AGAINST COLUMN6" TO 12"48" MIN.48" MIN.ANGLES SHALL EXTEND (3) UNCUT WEBS PAST OPENING, TYP.STEEL BEAM BELOW DECK.STEEL DECK WEBS.TOP OF DECK FLUTE.BOTTOM OF DECK FLUTE.6" TO 12"A MAXIMUM OF (2) DECK WEBS MAY BE CUT BY A SINGLE OPENING IN W2 OR W3 DECK.(3) WEBS MAY BE CUT BY A SINGLE OPENING IN B DECK.L1.3/4X1.3/4X1/4 TYP. PLACED ON TOP OF STEEL DECK PRIOR TO CONCRETE PLACEMENT.L1.3/4X1.3/4X1/4 TYP. PLACED ON TOP OF STEEL DECK PRIOR TO CONCRETE PLACEMENT.STEEL BEAM BELOW DECK.STEEL DECK WEBS.TOP OF DECK FLUTE.BOTTOM OF DECK FLUTE.CLOSELY SPACED HOLES ARE CONSIDERED ONE OPENING.NOTES:1.UNREINFORCED OPENINGS MUST: BE LESS THAN 6" IN DIAMETER, ONLY CUT (1) DECK WEB, AND BE SPACED AT LEAST 32" APART.2.HOLES SPACED LESS THAN 32" APART SHALL BE CONSIDERED A SINGLE OPENINGS AND SHALL BE REINFORCED ADEQUATELY.3.DECK OPENINGS WITH FRAMING ABOVE THE METAL DECK SHALL BE FORMED PRIOR TO CONCRETE PLACEMENT. DECK SHALL BE CUT AFTER CONCRETE HAS REACHED 75% OF DESIGN STRENGTH.4.ALTERNATIVE FRAMING FOR OPENINGS UP TO 12" ACROSS SAW CUT AFTER CONCRETE PLACEMENT: L2X2X1/4 ANGLE MAY BE PLACED BELOW DECK AND FASTENED TO FLUTE BOTTOMS WITH 3/8"Ø TITEN HD WITH 2.1/2" EMBED MIN.24" MAX.FORMED OPENINGS UP TO 12" ACROSSINDIVIDUAL FORMED OPENINGS UP TO 24" ACROSSNOT LIMITED#4 X 3'-0" AT OPENING CORNERS, TYP.6" TO 12"NOT LIMITEDOPTIONAL SAW CUT OPENING LESS THAN 24" ACROSSSTEEL BEAM BELOW DECK.STEEL DECK WEBS.TOP OF DECK FLUTE.BOTTOM OF DECK FLUTE.24" MAX.NOT LIMITEDL3X3X1/4 ANGLE BELOW DECK.3/8"Ø SCREW ANCHOR EMBED 2.1/2" MIN. INTO BOTTOM OF EACH FLUTE.DRILL HOLE AT EACH CORNER THEN SAW CUT BETWEEN. DO NOT OVER CUT OPENING.3' - 3 1/2"3' - 2 3/8"14" MIN.14" MIN.14" MIN.(6) UNCUT WEBS MN.(3) FLUTES MIN.(6) UNCUT WEBS MIN.(3) FLUTES MIN.0' - 1 1/2"STEEL DECK, SEE PLANSTEEL JOIST OR BEAM, SEE PLANL4X3X1/4 X 0'-6" (LVL) @ 6'-0" O.C. TYP.NON-BEARING METAL STUD WALL, SEE ARCH3/16KICKERENDS3/16L2 1/2 X 2 1/2 X 1/4 X REQ'D KICKER @ L4X3 ANGLES (6'-0" O.C.) TO TOP CHORD OF ADJACENT JOIST, W/ ENDS COPED AS REQ'D FOR TIGHT FIT, TYP.STEEL DECK, SEE PLANSTEEL JOIST OR BEAM, SEE PLANL2 1/2 X 2 1/2 X 1/4 X REQ'D SUPPORT ANGLE @ 6'-0" O.C.L4X3X1/4 X 0'-6" (LVL) @ SUPPORT ANGLES, TYP.NON BEARING METAL STUD WALL, SEE ARCH.KICKERENDS3/163/163/161 1/2" MIN.L2 1/2 X 2 1/2 X 1/4 X REQ'D KICKER @ L4X3 ANGLES (6'-0" O.C.) TO TOP CHORD OF ADJACENT JOIST, W/ ENDS COPED AS REQ'D FOR TIGHT FIT, TYP.1/2" GAP MAX.4" MIN.GAP TO ALLOW FOR VERTICAL DEFLECTION.MaxTrack 2D WITH 3" FLANGE, SEE SCHEDULEATTACH WITH #10 SCREW AT 16" O.C. (1)#8-18 WAFERHEADFOR 20 GAUGE OR(1)#10-16 SCREWFOR HEAVIER GAUGES.FRAMING SCREWSAT EACH STUD LOCATION.WALL STUD4" LONG MIN. PIECE OF STUD SAME GAUGE AS WALL STUD TO FIT INSIDE TRACK WEB ATTACH USING: (4)#8-18 WAFERHEAD's FOR 20 GAUGE OR (4)#10-16 SCREW's FOR HEAVIER GAUGES BETWEEN SLOTS AS SHOWN.3/4" = 1'-0"SE-511B1SLAB EDGE AT CORNERS3/4" = 1'-0"SE-511C5SLAB SUPPORT AT TUBE COLUMN3/4" = 1'-0"SE-511D5SLAB SUPPORT WIDE FLANGE COLUMN1 : 15SE-511C1TYPICAL OPENINGS IN FLOOR DECK LESS THAN 24"PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:49 PMFRAMINGDETAILS - STEELSE-511NO SCALESE-511B2STEEL STUD WALL BRACINGNO SCALESE-511A1NO. DESCRIPTION DATE11/27/2019 1/41/4ROOF JOISTL2X2X1/4 ANGLE BRACE FROM ANGLE BEARING TO BOTTOM CHORD PANEL POINT (NOT REQ'D IF ANGLE BEARS AT TOP CHORD PANEL POINT)DECK OPENINGL6X4X5/16 ANGLE (LLV)UP TO 10'-0"L4X4X5/16UP TO 4'-0"L3X3X1/4LLV (TYP.)STEEL ROOF JOIST, TYP.STEEL ROOF JOIST, TYP.BAABROOF OPENINGS GREATER THAN 9" OR MECHANICAL UNIT LESS THAN 1000 LBSDECK OPENINGL6X4X5/16 ANGLE (LLV)UP TO 10'-0"L6X4X5/16UP TO 4'-0"L3X3X1/4LLV (TYP.)STEEL ROOF JOIST, TYP.STEEL ROOF JOIST, TYP.NOTE:PLACE HSS1.1/2X1.1/2X3/16 X6" LONG AT DECK BELOW MECHANICAL CURB WHERE SUPPORT ANGLE RUNS PERPENDICULAR TO DECK USE CONTINUOUS HSS1.1/2X1.1/2X3/16 WHERE DECK IS PARALLEL TO SUPPORT ANGLE.CAMECHANICAL UNIT SUPPORT UP TO 4000 LBS1/41/4ROOF JOISTCL6X4X5/16 ANGLE (LLV), TYP.NOTCH VERT. LEG AND EXTEND HORZ. LEG TO WIDTH OF SUPPORT.4" MIN.L3X3X1/4 AROUND OPENING.NEXT OPENING2'-0" MIN. TONO DECK RIBS SHALL BE REMOVED.ROOF DECK4"Ø MAX. HOLE AT 3" DECK3"Ø MAX. HOLE AT 1.1/2" DECKNEXT OPENING3'-0" MIN. TOMAXIMUM UNREINFORCED OPENINGREINFORCED OPENINGS UP TO 9" MAX.8" MIN.9" MAX.16 GA. PLATE W/ #10 SCREWS AT 6"O.C. MAX. AT PERIMETERSECTIONPLANDDTACK WELD1/4NOTCH VERT. LEG AND EXTEND HORZ. LEG TO WIDTH OF SUPPORT.PLACE SUPPORT ANGLES BELOW MECH. CURB TYP.SEE PLANSEE PLANROOF DECKBOTTOM CHORD LOADSTOP CHORD LOADDOUBLE ANGLE STRUT (1) EACH SIDEPANEL POINT0' - 6"0' - 6"3/16CONCENTRATED LOADS ON BOTTOM CHORD OF JOISTSNOTES:1.PROVIDE DOUBLE ANGLE STRUTS BETWEEN CONCENTRATED LOAD AND PANEL POINT ON OPPOSITE CHORD WHERE CONCENTRATED LOADS EXCEED 150#. ANGLE STRUTS SHALL BE AS FOLLOWS:2.WHERE CONCENTRATED LOADS OCCUR WITHIN 6" OF PANEL POINT, NO STRUT IS REQUIRED.± 6" MAX.2211STEEL BEAM, SEE PLANHSS5X2-1/2X3/16 BETWEEN JOISTS @ DRAG BEAMS ONLYROOF JOIST, SEE PLANJOIST TOBEAM1/4STAGGER JOIST AS REQ'D TO PROVIDE MIN. BEARING PER JOIST SUPPLIER.1/4 2@12DECKWELD3/4THE ABOVE RECOMMENDATIONS SHALL BE TAKEN IMMEDIATELY AFTER THE REMOVAL OF THE INTERFERING BRIDGING. ANY INTERFERING BRIDGING IS NOT TO BE REMOVED PRIOR TO DECKING INSTALLATION. DECKING MUST BE IN PLACE AND ATTACHED IN ACCORDANCE WITH THE ERECTION DOCUMENTS AND THE STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. IF THIS SUBSTITUTED BRIDGING INTERFERES WITH THE DUCT PASSAGE, ADDITIONAL WELDED HORIZONTAL BRIDGING SHALL BE INSTALLED IN THE ADJACENT JOIST SPACES AS SHOWN BELOW:WHERE DIAGONAL BRIDGING IS BEING REMOVED FROM BETWEEN JOISTS, BOLTED HORIZONTAL BRIDGING AT THE BOTTOM CHORD SHALL BE SUBSTITUTED FOR THE BOLTED DIAGONAL BRIDGING AT THESE LOCATIONSADDITIONAL HORIZONTAL BRIDGINGADDITIONAL HORIZONTAL BRIDGING5/163 SIDES1/4BEAM, SEE PLAN3/8" STIFFENER EACH SIDE(4) 7/8"Ø BOLTS A490 BOLTS1"X6"X12" CAP PLATECOLUMN, SEE PLAN1/4" BENT PLATE WITH 1/4" STIFFENERS EQUALLY SPACE (MAXIMUM 2'-6')3/165/165/16BEAM, SEE PLANCOLUMN, SEE PLAN.CJP1/2" SHEAR TAB WITH MAXIMUM NUMBER OF 7/8"Ø BOLTS.CROSS BEAM NOT SHOWN FOR CLARITY. CONNECT SIMILAR TO SIDE BEAMS WITH CJP TOP AND BOTTOM FLANGE4"X6"X6" PLATE AT BEAM FLANGE LOCATION4"X6"X6" PLATE AT BEAM FLANGE LOCATION5/163 SIDES1/4BEAM, SEE PLAN3/8" STIFFENER EACH SIDE(4) 7/8"Ø BOLTS 1"X6"X12" CAP PLATECOLUMN, SEE PLAN1/4" BENT PLATE WITH 1/4" STIFFENERS EQUALLY SPACE (MAXIMUM 2'-6')3/165/165/8" SHEAR TABCOLUMN, SEE PLANCOLUMN, SEE PLAN1/2" STEEL PLATEL3X3X1/4 ANGLE SUPPORTING BRICK VENEERMITER AT CORNER1/41/41/2" STEEL PLATE1/41/4JOIST, SEE PLAN.BEAM, SEE PLAN.3/8" EXTENDED STIFFENER PLATE, SEE SCHEDULE FOR BOLTS.BEAM, SEE PLAN. COPE AS REQUIRED.SHEAR TAB, SEE SCHEDULE1/41/4BEAM, SEE PLAN5/163 SIDES1/4BEAM, SEE PLAN3/8" STIFFENER EACH SIDE(4) 7/8"Ø BOLTS A490 BOLTS1"X6"X14" CAP PLATECOLUMN, SEE PLAN5/163/4" = 1'-0"SE-521D1TYPICAL OPENINGS IN ROOF DECK DETAILNO SCALESE-521C448" TO 60" (2) L 2 1/2 X 2 1/2 X 1/430" TO 48" (2) L2X2X1/4UP TO 30" (2) L1 1/2 X 1 1/2 X 1/4DEPTH OF JOIST ANGLE SIZENO SCALESE-521B3SE522/E4PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:49 PMROOF FRAMINGDETAILS - STEELSE-521NO SCALESE-521D4DIAGONAL BRIDGING REPLACEMENTNO SCALESE-521A4NO SCALESE-521B1NO SCALESE-521A5NO SCALESE-521B2NO SCALESE-521B4NO SCALESE-521C3NO SCALESE-521A3NO. DESCRIPTION DATE11/27/2019 BEAM, SEE PLAN3/8" PLATE WITH MAXIMUM NUMBER OF 7/8"Ø BOLTS.BEAM, SEE PLAN, NOTCH FLANGE AS REQUIRED.3 SIDES1/43/8" PLATE WITH MAXIMUM NUMBER OF 7/8"Ø BOLTS.BEAM, SEE PLAN, COPE AS REQUIRED.3 SIDES1/4JOIST, SEE PLAN.3/16½" CAP PLATE ON COLUMNCOLUMN, SEE PLANBEAM, SEE PLAN3/163/16CAP PLATETO COLUMNBEAM, SEE PLAN1/40' - 0 1/2"3/4"X6.5"X11" BASE PLATE, WITH (4) 7/8"Ø BOLTS. OFFSET PLATE TO CENTER BOLTS ON BEAM BELOWFLOOR JOIST, SEE PLANSTUD WALL, SEE PLAN, ALIGN WITH JOISTS WITH 1/8" MAXIMUM GAP BETWEEN TRACK AND STUD.16 GAUGE TRACK18 GAUGE WEB STIFFENER#8 TECK SCREWS AT 6"O.C.FIRE RATED WOOD SHEATHING, SEE PLAN.STUD WALL MAY CONTINUE, SEE ARCH.COLUMN, SEE PLAN1/82 @ 12PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:50 PMROOF FRAMINGDETAILS - STEELSE-522NO SCALESE-522A1NO SCALESE-522A2NO SCALESE-522A3NO SCALESE-522B1NO SCALESE-522B2NO. DESCRIPTION DATE11/27/2019 CONFIG. 12"-24"CONFIG. 22"-24"CONFIG. 324" O.C. MAX.CONFIG. 4(TO BE USED AS AN ALTERNATIVE TO CONFIGURATIONS 2 OR 3)(2) JAMB STUDSATTACH JAMB MEMBERS USING 6" SECTION OF RUNNER TRACK, 18 GA. MIN. USE (8) #10 SCREWS AS SHOWN(3) #12 SCREWS PER FLUTEMETAL DECK(3) #12 SCREWS AT JAMBJAMB STUD68 MIL X 18" CEMCO OUTRIGGER CLIP @ EACH JAMB1' - 0"CONCRETE SLAB ON METAL DECK(3) #12 SCREWS @ JAMB68 MIL X 18" CEMCO OUTRIGGER CLIP @ EACH JAMB(2) 3/8" SIMPSON TITEN HD ANCHOR W/ 3 1/4" EMBEDMENT @ EACH DOWN FLUTEJAMB STUDWALL PARALLEL TO DECK FLUTESCONCRETE SLABJAMB STUDTSN VERTICLIP SL W/ (3) SLOTS @ EACH JAMB W/ (3) #12 SCREWS INTO JAMB AND 3/8" SIMPSON TITEN HD W/ 2 1/2" EMBEDMENTJAMB STUDTSN VERTICLIP SL W/ (3) SLOTS @ EACH JAMB W/ (3) #12 SCREWS INTO JAMB AND 3/8" SIMPSON TITEN HD W/ 2 1/2" EMBEDMENTMETAL DECK(12) #12 SCREWS IN EACH FLUTE, (24) TOTAL68 MIL X 12" X 24" PLATE @ EACH JAMB2' - 0"0' - 10"CONCRETE SLAB ON METAL DECKWALL PERPENDICULAR TO DECK FLUTESJAMB STUDS(12) HILT X-U PIN W/ 3/4" EMBED IN EACH FLUTETSN VERTICLIP SL W/ (3) SLOTS @ EACH JAMB W/ (3) #12 SCREWS INTO JAMB AND 3/8" SIMPSON TITEN HD W/ 2 1/2" EMBEDMENT0' - 1"0' - 1"2' - 0"PLAN VIEWADDITIONAL ANCHOR AS REQ'D BY JAMB SCHEDULE3" MAX.1" MIN.3".JAMB STUDS, SEE JAMB SCHEDULEJAMB BASE ATTACHMENT, SEE JAMB SCHEDULEBOTTOM TRACK, SEE WALL SCHEDULEBOTTOM TRACK ATTACHMENT, SEE WALL SCHEDULEOPENINGOPENING WHERE TRACK STOPS @ OPENINGOPENING WHERE TRACK IS CONTINUOUS 6" MAX.3" SPACING MIN.PLAN VIEWJAMB STUDS, SEE JAMB SCHEDULEJAMB BASE ATTACHMENT, SEE JAMB SCHEDULEBOTTOM TRACK ATTACHMENT, SEE WALL SCHEDULEBOTTOM TRACK, SEE WALL SCHEDULEJAMB BASE ATTACHMENT, SEE JAMB SCHEDULESTUD, SEE WALL SCHEDULEHEADERLOW OPENINGSILLHEADERHIGH OPENINGSILLJAMBJAMBJAMBJAMBOPENING WIDTHBELOW OPENINGWALL HEIGHTWALL HEIGHT ABOVE OPENINGOPENING WIDTHABOVE OPENINGWALL HEIGHTWALL HEIGHT BELOW OPENING12'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --8'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --16'-0"4'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" -- --12'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --8'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --14'-0"4'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" -- --12'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --8'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --6"12'-0"4'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" -- --12'-0" 3 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --8'-0" 2 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --16'-0"4'-0" 2 SIMPONS 3/8" TITEN HD 2 1/2" -- --12'-0" 2 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --8'-0" 2 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --14'-0"4'-0" 2 SIMPONS 3/8" TITEN HD 2 1/2" -- --12'-0" 2 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --8'-0" 2 SIMPONS 3/8" TITEN HD 2 1/2" VERTICLIP SL362 --3-5/8"12'-0"4'-0" 1 SIMPONS 3/8" TITEN HD 2 1/2" -- --ANCHOR EMBEDMENT CLIP REQUIREDJAMB DEPTH JAMB HEIGHTMAX.OPENINGWIDTHCONFIGURATIONJAMB BASE CONNECTION TOP OF JAMB CONNECTIONCOMMENTSJAMB STUD SCHEDULENOTE:1.CONTRACTOR MAY CHOOSE CONFIGURATION FOR WELDS OR SCREWS.2.STITCH STUDS W/ 2" WELD @ 24" O.C. AS FOLLOWS:DO NOT WELD 43 MIL AND LIGHTER STUDS.54 MIL (16 GA.) 1/16" FILLET OR FLARE GROOVE.68 MIL (14 GA.) 1/16" FILLET OR FLARE GROOVE.97 MIL (12 GA.) 3/32" FILLET OR FLARE GROOVE.NO SCALESS-5012TYPICAL JAMB DEFLECTION CONNECTION DETAIL8'-0" 6" 1 NOTE 1 --8'-0"4'-0" 6" 1 NOTE 2 --6" 1 NOTE 1 --8'-0"3 5/8" 1 NOTE 2 --6" 1 NOTE 1 --6'-0"4'-0"3 5/8" 1 NOTE 2 --6" 1 NOTE 2 --12'-0"3 5/8" 1 NOTE 2 --6" 1 NOTE 1 --8'-0"3 5/8" 1 NOTE 2 --6" 1 NOTE 1 --4'-0"4'-0"3 5/8" 1 NOTE 1 --6" 1 NOTE 1 --12'-0"3 5/8" 1 NOTE 2 --6" 1 NOTE 1 --8'-0"3 5/8" 1 NOTE 1 --6" 1 NOTE 1 --2'-0"4'-0"3 3/8" 1 NOTE 1 --WALL HEIGHT ABOVEOPENINGMAX. OPENINGWIDTHWALL STUD DEPTH CONFIGURATIONHEADER CONNECTION, ANGLEOR CONNECTION TRACKCOMMENTSHEADER SCHEDULE 3NOTE:1.USE 20 GA. (33 MIL) HDSC CLIP W/ 4/4 SCREW PATTERN.2.USE 14 GA. (68 MIL) HDSC CLIP W/ 4/4 SCREW PATTERN.6" 2 NOTE 4 --12'-0"3 5/8" 2 NOTE 4 --6" 1 NOTE 2 --8'-0"3 5/8" 2 NOTE 3 --6" 1 NOTE 2 --12'-0"4'-0"3 5/8" 1 NOTE 2 --6" 2 NOTE 4 --12'-0"3 5/8" 2 NOTE 4 --6" 1 NOTE 2 --8'-0"3 5/8" 2 NOTE 3 --6" 1 NOTE 2 --8'-0"4'-0"3 5/8" 1 NOTE 2 --6" 2 NOTE 4 --12'-0"3 5/8" 2 NOTE 4 --6" 1 NOTE 2 --8'-0"3 5/8" 2 NOTE 3 --6" 1 NOTE 2 --4'-0"4'-0"3 5/8" 1 NOTE 2 --WALL HEIGHT ABOVEOPENINGMAX. OPENINGWIDTHWALL STUD DEPTH CONFIGURATIONHEADER CONNECTION, ANGLEOR CONNECTION TRACKCOMMENTSSILL SCHEDULE 3NOTE:1.ABOVE CEILINGS ONLY-SILL IS WIDER THAN WALL. FOR USE ABOVE CEILING ONLY, SEE DETAIL_________.2.USE 28 GA. (30 MIL) CLIP W/ 4/4 SCREW PATTERN.3.USE 30 GA. (33 MIL) HDSC CLIP W/ 4/4 SCREW PATTERN.4.USE 14 GA. (68 MIL) HDSC CLIP W/ 4/4 SCREW PATTERN.6" 16'-0" 24" O.C. 8" O.C. 8" O.C. 8" O.C. 4'-0" O.C.16'-0" 16" O.C. 8" O.C. 8" O.C. 8" O.C. 4'-0" O.C.14'-0" 16" O.C. 8" O.C. 8" O.C. 8" O.C. 4'-0" O.C.GYP. BOARDON ONE SIDEOF STUDONLY3 5/8"12'-0" 16" O.C. 8" O.C. 8" O.C. 8" O.C. 4'-0" O.C.6" 16'-0" 24" O.C. 8" O.C. 8" O.C. 8" O.C. --16'-0" 16" O.C. 8" O.C. 8" O.C. 8" O.C. --14'-0" 16" O.C. 8" O.C. 8" O.C. 8" O.C. --GYP. BOARDON EACHSIDE OF STUD3 5/8"12'-0" 24" O.C. 8" O.C. 8" O.C. 8" O.C. --WALL TYPESTUDDEPTHMAX. WALLHEIGHTSTUD SPACINGTOP TRACK ATTACHMENT TOCONCRETE HILTI X-U PINS W/3/4" EMBEDTOP TRACK ATTACHMENT TOMETAL DECK OR PLATE (#8SCREWS)BOTTOM TRACKATTACHMENT HILITX-U PINS W/ 3/4"EMBEDBRIDGINGREQUIREDSTUD WALL SCHEDULENOTE:1.ATTACH BOTTOM TRACK TO SLAB2.FOR TOP TRACK ATTACHMENT TO CONCRETE OR CONCRETE SLAB ON METAL DECK, SEE DETAL 2/SS-5043.FOR ATTACHMENT TO METAL DECK, SEE DETAIL 2/SS-5044.BRIDGING IS REQ'D @ 4'-0" O.C. ON ALL WALLS EXCEPT WHERE WALL IS SHEATHED ON BOTH SIDES W/ GYP. BOARD IN WHICH CASE PROVIDE BRIDGING @ MID-HEIGHT OF WALL ± 1'-0".5.THIS TOP TRACK DESIGN IS ONLY FOR WALLS NOT EXTENDING TO STRUCTURE. NO SCALESS-5015NO SCALESS-5016WALL HEIGHT ABOVE AND BELOW OPENINGSPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:50 PMInterior Steel StudSchedulesSS-501NO. DESCRIPTION DATE11/27/2019 PUNCHOUTM E M B E R D E P T H M E M B E R D E P T H FLANGE WIDTHRETURN LIPM E M B E R D E P T H STUD SECTIONTRACK SECTIONSTEEL STUD MANUFACTURERS ASSOCIATION (SSMA) MEMBER DESIGNATION600S162-54MEMBER DEPTH IN INCHESMEMBER THICKNESS (THOUSANDTHS OF AN INCH)MEMBER TYPE (S=STUD, T=TRACK)FLANGE WIDTH OF MEMBERSTUD HEADER, SEE HEADER SCHEDULE FOR SIZE BASED ON OPENING WIDTH. TYPICAL @ ALL OPENINGSWHERE TWO OPENINGS ARE SEPARATED BY A SINGLE COMMON JAMB. JAMB SHALL BE INSTALLED W/ THE TOTAL JAMB STUDS OF OPENING 1 AND 2.THESE JAMBS MUST BE SIZED FOR THE WIDER OFFSET OPENING SHOWNJAMB STUDS, SEE JAMB SCHEDULE FOR SIZE BASED ON OPENING WIDTHOPENING 2OPENING 1PLUMBINGSEE SILL SCHEDULEDOOR OPENINGMECH. OPENINGMECH. OPENINGMECH. OPENINGSEE SILL SCHEDULEOPENINGWALL BRIDGING AS REQ'D, PER WALL SCHEDULECEILING LEVELSTUD FRAMING, SEE WALL SCHEDULESILL, SEE SILL SCHEDULE FOR SIZE BASED ON OPENING WIDTH. TYPICAL @ ALL OPENINGSTOP TRACKDOOR OPENINGOFFSET OPENING WIDTH4'-0" MAX.1' - 0"1' - 0"SS-5012SS-50121SS-504SS-5015SS-50155SS-5045SS-5046SS-5046SS-5041/8 1@24TYP. EACHSTUD1/8 1@24MATCH WALL BOTTOM TRACK AND STUD SIZE, TYPICALTYP. EACHSTUD1/8 1@24TYP. EACHSTUD1/8 1@24JW-2TWO STUDSJW-3THREE STUDSJW-4FOUR STUDSJW-5FIVE STUDSMATCH WALL BOTTOM TRACK AND STUD SIZE, TYPICALCONTINUOUS TRACK, TYPICAL#10 TEK SCREWS @ 10" O.C. TYPICALH-1H-2H-3H-4J-1ONE TRACKONE STUDJ-2ONE TRACKTWO STUDSJ-3TWO TRACKSTWO STUDSJ-4TWO TRACKSTHREE STUDSMATCH WALL BOTTOM TRACK AND STUD SIZE, TYPICALS-1ONE TRACKS-2TWO TRACKSONE STUD#10 TEK SCREWS @ 10" O.C. TYPICALMATCH WALL BOTTOM TRACK AND STUD SIZE, TYPICAL97 1268 1454 1643 1833 20 (STRUCTURAL)30 20 (DRYWALL)27 2218 25MEMBER THICKNESS IN MILS TRACK GA.MILLS TO GAUGE CONVERSION CHARTNO SCALESS-5022TYPICAL WALL ELEVATIONPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:50 PMSteel Stud NotesSS-5021 1/2" = 1'-0"3TYPICAL WELDED STUD JAMB DETAILS1 1/2" = 1'-0"4TYPICAL STUD HEADER DETAILS1 1/2" = 1'-0"5TYPICAL STEEL STUD JAMB DETAILS1 1/2" = 1'-0"6TYPICAL STEEL SILL DETAILS8'-0"22 FT600S162-54 @16" O.C.600T250-97 DEEPLEG DEFLECTIONTRACK @UNDERSIDE600T125-54 @ TOPOF WALLTO STEEL: 600T125-54TO CONCRETE: 1/2" ØTITEN HD @ 24" O.C.EMBED 4" MIN.TO STEEL: STIFFCLIPAL600REQUIRED @4'-0" O.C.VERTICAL5'-6"(2) 600S162-54 W/(1) 600T125-54TYPE J-2OR(3) 600S162-54TYPE JW-3MAX. WALL HEIGHT STUD TYPE TOP TRACK TYPE TOP CONNECTION BOTTOM TRACK TYPE BASE CONNECTION BRIDGINGMAX. OPENINGWIDTHJAMB OPTIONS TOP CONNECTION BASE CONNECTIONMAX. WALL HEIGHTABOVE OPENINGTYPEMAX. WALL HEIGHTBELOW OPENINGTYPEWALLJAMBHEADER SILLNON-BEARING EXTERIOR STUD WALL SCHEDULENO. DESCRIPTION DATE11/27/2019 ROOF STRUCTURETSN STIFFCLIP DSLB CLIP @ EACH STUD W/ (3) #12 SCREWS INTO STUD AND (3) #12 SCREWS INTO ANGLEMETAL STUDS, SEE ELEVATIONSROOF STRUCTURETSN STIFFCLIP DSLB CLIP @ EACH STUD W/ (3) #12 SCREWS INTO STUD AND (3) #12 SCREWS INTO ANGLEMETAL STUDS, SEE ELEVATIONSEXISTING ROOF JOIST600T250-68 DEFLECTION TRACKWALL STUD, SEE ELEVATION12".12".12".12"...1" @ 3 5/8" STUDS OR 1 1/2" @ 6" STUDSSTUD, SEE WALL SCHEDULEPLUMBING PENETRATIONTYPICAL STUD WALL FRAMINGSTUD REINFORCEMENT, MATCH STUD SIZE AND THICKNESS#8 SCREWS @ 6" O.C., (8) TOTALTYPICAL STUD KNOCKOUTNOTE: CONTACT ENGINEER IF LARGER PENETRATION IS REQUIREDWALL STUD, SEE EXTERIOR FRAMING NOTES2 3/4" MIN TO EDGE OF SLAB3/8"Ø X 4" HILIT HUS-EZ W/ 3 1/4" EMBED @ 32" O.C.BOTTOM WALL TRACK, SEE EXTERIOR FRAMING NOTES.FULL HEIGHT JAMB STUDS, SEE STEEL STUD FRAMING NOTES FOR SIZESATTACH TRACK TO SLAB USING (1) 3/8"Ø X 4" HILIT HUS-EZ ANCHORS W/ 3 1/4" MIN. EMBED. LOCATED AS SHOWN ABOVE.BOTTOM TRACKCONCRETE FOUNDATION WALLCONCRETE SLAB, SEE PLAN(1) #8 SCREW @ EACH FLANGE20 GA. MIN. CLOSURE TRACK AS REQ'D. ATTACH W/ #8 SCREWS @ 16" O.C. COORDINATE W/ HEADER DETAILSOPENINGTOP VIEWNOTE: IF ATTACHING ROOF DECK USE (4) #12 SCREW IN PLACE OF EACH TITEN HD.PLUMBING/ELECTRICAL PENETRATION IN TRACKCASE #10' - 1"0' - 1"BOTTOM TRACKSTUD, SEE WALL SCHEDULE0' - 1"0' - 1"PLUMBING/ELECTRICAL PENETRATION IN TRACKBOTTOM TRACKSTUD, SEE WALL SCHEDULEADDITION TRACK ANCHORSCASE #2BOTTOM TRACK, ATTACH TO STUDSSCREW LOCATIONSTSN STIFFCLIP CL600-118 @ EACH STUD W/ (6) #12 SCREWS INTO EACH STUDSTEEL STUD PONY WALLSILL TRACK-WELD TOGETHER @ SPLICES OR SPLICE W/ NESTED STUDUSE (1) 1/2"Ø HILIT HUS-EZ W/ 3 1/4" MIN. EMBED @ EACH STIFFCLIP2"X2"X16 GAUGE CLIP ANGLE 1/4" LESS THAN STUD WIDTH. ATTACH USING (4) #8 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD1 1/2" X 16 GAUGE COLD ROLLED CHANNEL,TO BE SPACED AS REQ'D24" O.C. MAX.1/8 2-16WELD OPTIONSCREW OPTION BSCREW OPTION AJAMB STUDSCAP JAMB TRACK FOR WINDOW/DOOR ATTACHMENT. EXTEND 10" ABOVE HEADER AND 8" BELOW SILL CONNECTIONS#8 SCREWS @ 16" O.C.ATTACH STUDS USING (2) #10 SCREWS @ 16" O.C.ATTACH JAMB MEMBERS USING 6" SECTION OF RUNNER TRACK. 18 GA. MIN. USE (8) #10 SCREWS AS SHOWNWALL STUDS(2) #8 SCREWS @ 16" O.C.HEADER, SEE PLANJAMB STUDS, SEE PLAN(8) #10 SCREWS INTO JAMB EACH SIDE OF JAMBEXTEND WEB OF VERTICAL STUDS AND LAP OVER JAMB EACH SIDE OF HEADER1/4" MAX.6" MIN.SCREWS 1" O.C. TYP.EXIST. PENETRATION PER ASTEEL PLATE TRACK, OR STUD. MATCH THICKNESS OF STUDTYPICAL INFILL OF FACTORY STUD PUNCHOUT4 1/2" MAX. TYP.PENETRATION(HOLE PUNCHOUT)6" MIN.1 1/2" MAX. TYP.24" MIN.STUD AND PUNCHOUTTYPICAL ALLOWABLE STUD PUNCHOUT10" MIN.24" MIN.4 1/2" MAX.2 1/2" MAX.2 1/2" MAX.4 1/2" MAX.BEARING CONDITION8" MIN.WEBTYPICAL STEEL STUD WALL BYPASS W/ VERTICAL DEFLECTION AND DRIFTSTRUCTURAL FLOOR OR ROOF DECK, SEE PLANEDGE ANGLE, SEE PLANSTEEL BEAM, SEE PLANWALL STUD OR JAMB STUD, WHERE OCCURSDRIFT CLIPTYPICAL STEEL STUD WALL BYPASS W/ VERTICAL DEFLECTIONSTRUCTURAL FLOOR OR ROOF DECK, SEE PLANEDGE ANGLE, SEE PLANSTEEL BEAM, SEE PLANWALL STUD OR JAMB STUD, WHERE OCCURSDEFLECTION CLIPTYPICAL STEEL STUD WALL BYPASS W/ VERTICAL DEFLECTIONSTRUCTURAL FLOOR OR ROOF DECK, SEE PLANEDGE ANGLE, SEE PLANSTEEL BEAM, SEE PLANWALL STUD OR JAMB STUD, WHERE OCCURSRIGID CLIPNO SCALESS-5031NO SCALESS-5032NO SCALESS-5033NO SCALESS-5034NO SCALESS-5035NO SCALESS-5036DOOR JAMB ANCHORAGENO SCALESS-5037TYPICAL BOTTOM TRACK PENETRATION DETAILNO SCALESS-5038NO SCALESS-5039TYP. LATERAL BRACING/BRIDGINGNO SCALESS-50311TYP. BUILT-UP STUDS STITCHING DETAILNO SCALESS-50312TYPICAL BOX HEADER CONNECTION DETAILNO SCALESS-50313PROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:50 PMExterior SteelStud DetailsSS-503NO SCALESS-50314TYPICAL STEEL STUD WALL BYPASS DETAILSNO. DESCRIPTION DATE11/27/2019 STRUCTURE ABOVESUPPORTING STRUCTUREWALL CASE #1WALLS EXTENDING TO STRUCTURE ABOVEWALL CASE #2WALLS THAT DO NOT EXTEND TO STRUCTURE ABOVETHERE ARE TWO POSSIBLE CONSTRUCTION CASES FOR INTERIOR WALL FRAMING:CASE #1-WALLS THTA EXTEND TO SPPORTING STRUCTURE ABOVE.CASE #2-WALLS THAT DO NOT EXTEND TO THE SUPPORTING STRUCTURE ABOVE.THE ARCHITECTS DRAWINGS WILL IDENTIFY WALLS THAT MUST EXTEND TO THE SUPPORTING STRUCTURE.CASE #1 COMMENTS• WALL ATTACHMENT MUST BE INSTALLED TO ACCOMMODATE VERTICAL DEFLECTIONS OF THE SUPPORTING STRUCTURE.• DEFLECTION TRACK OPTIONS ARE SHOWN IN DETAIL______.• ATTACHMENT OF DEFLECTION TRACKS TO STRUCTURE ARE SHOWN IN DETAIL_____.CASE #2 COMMENTS• THERE ARE THREE FRAMING TYPES FOR BRACING THE TOP OF STUD WALLS THAT DO NOT EXTEND TO STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. THE CONTRACTOR MAY CHOOSE WHICH BRACING TYPE TO USE. THE BRACING TYPES ARE SHOWN IN DETAILS_____ ON SHEET______ AND ARE AS FOLLOWS:• TYPE 1-TOP OF WALL BRACED TO STRUCTURETHIS TYPE OF CONSTRUCTION REQUIRES DIAGONAL BRACING AT THE TOP OF THE WALLS. THE DIAGONAL BRACING COULD INTERFERE WITH MECHANICAL AND PLUMBING EQUIPMENT.• TYPE 2-REINFORCED SILL AT TOP OF WALL SPANNING BETWEEN CROSS WALLS.THIS TYPE OF CONSTRUCTION REQUIRES A REINFORCING SILL BE INSTALLED AT THE TOP OF WALL. THE SILL MEMBER IS REQUIRED TO BE ATTACHED TO THE CROSS WALLS TO PROVIDE LATERAL SUPPORT. THE SILL SIZES ARE TO BE PER THE SILL SCHEDULE.• TYPE 3-REINFORCED SILL AT TOP OF WALL SPANNING BETWEEN JAMBS ATTACHED TO STRUCTURE.THIS TYPE OF CONSTRUCTION REQUIRES THAT FULL HEIGHT JAMBS BE INSTALLED AROUND MECHANICAL QUIPMENT AND DUCTING. A REINFORCING SILL WILL BE INSTALLED AT THE TOP OF WALL. THE SILL WILL BE ATTACHED TO THE FULL HEIGHT JAMBS. THE SILL AND JAMB SIZES ARE TO BE PER THE SILL AND JAMB SCHEDULES.SS-5042METAL DECKTRACK ATTACHMENT-SEE WALL SCHEDULEDEFLECTION TRACK, SEE DETAIL____NOTE: WHERE (3) ROWS ARE REQ'D BY WALL SCHEDULE, PROVIDE 68 MIL X 12" X CONT. PLATE W/ (1) ROW OF SCREWS IN EACH OF (3) FLUTES-SIMILAR TO PARALLEL TO FLUTE BETWEEN FLUTES OPTION.TRACK TO PLATE ATTACHMENT, SEE WALL SCHEDULEFIRE PROOFING IF REQ'D68 MIL X 8" MIN. X CONT. PLATE W/ #10 SCREWS EACH SIDE @ 4" O.C.PARALLEL TO FLUTE AT FLUTEPARALLEL TO FLUTE BETWEEN FLUTESSTUDTRACK ATTACHMENT-SEE WALL SCHEDULEDEFLECTION TRACK, SEE DETAIL____FIRE PROOFING IF REQ'DPERPENDICULAR TO FLUTETYPE A ATTACHMENT TO METAL DECKSTUDTRACK ATTACHMENT-SEE WALL SCHEDULEDEFLECTION TRACK, SEE DETAIL____FIRE PROOFING IF REQ'D68 MIL X 14" X CONT. PLATE MIN. ATTACH TO STRUCTURE W/ (2) ROWS OF HILTI X-U ANCHORS W/ 1" MIN. EMBED @ 6" O.C. (1) ROW EACH SIDE.TRACK ATTACHMENT-SEE WALL SCHEDULEFIRE PROOFING IF REQ'DSTUDDEFLECTION TRACK, SEE DETAIL____TRACK ATTACHMENT-SEE WALL SCHEDULESTRUCTUREPARALLEL TO FLUTE AT FLUTEPARALLEL TO FLUTE BETWEEN FLUTESPERPENDICULAR TO FLUTETYPE BATTACHMENT TO CONCRETE SLAB ON METAL DECKSTEEL BEAM(1) HILTI X-U15 ANCHOR PER Z-CLIP54 MIL Z-CLIP FOR FIREPROOFINGDEFLECTION TRACKSTUDTYPE DATTACHMENT TO BEAMDEFLECTION TRACKSTUDSTRUCTURETRACK ATTACHMENT, SEE WALL SCHEDULETYPE CATTACHMENT TO CONCRETE SLAB0' - 3"2"X2"X54 MIL CLIP ANGLE 3/16" LESS THAN STUD WIDTH. ATTACH USING (4) #10 SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD.1 1/2" X 54 MIL COLD ROLLED CHANNELWHERE BRACING TERMINATES AT BUILT-UP JAMB OR POST. EXTEND CHANNEL INTO PUNCHOUTOPTION 1BRIDGING ATTACHMENT, SEE SCHEDULETSN BRIDGBAR OR 1 1/2" X 54 MIL COLD ROLLED CHANNELOPTION 2BRIDGING OPTIONSSTUD WALL, SEE SCHEDULE(1) #8 SCREW @ EACH FLANGEBOTTOM WALL TRACK, SEE WALL SCHEDULE0' - 1"0' - 1"ABOTTOM TRACK ATTACHMENT, SEE WALL SCHEDULEPLUMBING/ELECTRICAL PENETRATION IN TRACKCASE #10' - 1 1/8"0' - 1 1/8"BOTTOM TRACKSTUD, SEE WALL SCHEDULE0' - 1 1/8"0' - 1 1/8"PLUMBING/ELECTRICAL PENETRATION IN TRACKBOTTOM TRACKSTUD, SEE WALL SCHEDULEADDITION TRACK ANCHORSCASE #2ADDITION TRACK ANCHORSSECTION A1/8" GAPTYPICAL STUD TRACK INSULLATIONSTUD TO FIT TIGHT AGAINST TRACKTRACK ATTACHMENT @ PIPE PENETRATIONTYPICAL WALL AND STUD TO BOTTOM TRACK AND BOTTOM TRACK TO SLAB DETAIL7 1/4" MIN.TYPICAL WALL FRAMING(2) LAYERS 3/4" FIRE RETARDANT TREATED PLYWOOD BACKING PLATENOTCHPLYWOOD BACKING PLATEL 1" X 1"X 43 MIL X BACKER HT. W/ #8 SCREW @ 4" O.C. INTO STUD AND PLYWOODNO SCALESS-5041TOP OF WALL SUPPORTNO SCALESS-5042TYPICAL DEFLECTION TRACK ATTACHMENT DETAIL17'-0" 333"13'-9" 3022'-0" 332 1/2"18'-0" 30FLANGE WIDTH MAX. WALL HT. TRACK THICKNESS (MILS)MAX. WALL HEIGHTS FOR DEEP LEGDEFLECTION TRACKS26'-0" 30WALL HEIGHT TRACK THICKNESS (MILS)MAX. WALL HEIGHTS FOR SLOTTEDDEFLECTION TRACKS6"BRIDGE CLIP W/ (1)#10 SCREWSUBH3.25 W/ (1) #10 SCREWAND 3/8" WASHER3 5/8"BRIDGE CLIP W/ (1)#10 SCREWSUBH3.25 W/ (1) #10 SCREWAND 3/8" WASHERWALL WIDTH TSN CLIP SIMPSON CLIPBRIDGING ATTACHMENTSNO SCALESS-5045WALL BASE CONNECTIONSNO SCALESS-5046WALL BACKING FOR ITEMS ATTACHED TO WALLPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019TBSE INC.801 298-879511/27/2019 12:31:51 PMInterior Steel StudDetailsSS-504NO. DESCRIPTION DATE11/27/2019 AE2012AE202AE202AE201121OFFICE100VESTIBULE1-AFOYER1-BOFFICE105VESTIBULE1-CCERAMICSCLASSROOM104WOMEN'SRESTROOM103MEN'SRESTROOM102MECHANICAL &ELECTRICALROOM119BCUSTODIALROOM119ADATA ROOM119CSCULPTURECLASSROOM101WOOD SHOP110KILN ROOM112HALLWAY1-EB.F.A. STUDIO113TOOL ROOM114HALLWAY1-FGLAZING ROOM118DAMP ROOM104ACLAY STORAGE117ARAKU KILN AREA115CLAY MIXING &DRY STORAGE117FOUNDRY,FORGE &WELDING AREA111HALLWAY1-DPLASTER AREA101BFURNITURESTORAGE AREA101A43' - 6"43' - 6"8' - 3"14' - 4 1/2"44' - 3"2' - 2 1/2"9' - 3 1/2"1' - 4"21' - 1"5'10 ° 10 °7' - 2 1/2"7' - 0"4' - 0"12' - 0"12' - 0"4' - 0"7' - 0"7' - 2 1/2"28' - 6 5/8"8' - 2 1/8"8' - 6"7' - 3 5/8"8' - 10 3/8"7' - 9 3/4"28' - 3"9' - 0"34' - 11 1/2"2' - 2 1/2"21' - 1"1' - 4"8' - 0 1/2"14' - 3"13' - 4"9' - 3 1/2"11' - 1 3/4"18' - 1 1/4"7' - 6"24' - 8"5' - 5"10' - 4"20' - 4"26' - 3"5' - 1 3/4"6' - 8"23' - 7"7' - 6"23' - 4 3/4"11' - 6"22' - 11"8' - 8"5' - 4"22' - 4"1' - 0"8' - 6"12' - 2"1' - 6"3' - 6"10°5'A6C3B1A1A5A5C4C4C2A1B1A6C3C5C5C2C2C4C2C2C2C2C2A1B1A1A1A1C2A1B1A1C3C2A2A3A2C2C2C2C1C2A1C5C4C2C2C2C1C2C2C2A1C2C2C2C2C2C2C2C2C2B1A2A21001B1A1011021031041D1051C104A118112B119C119B119A112A1E1141F113110B110A111117A117C117BHIIHFFGGGGCDABFFEBGGGGABOVEABOVEABOVEABOVEABOVEABOVEABOVEABOVEABOVEABOVEABOVEABOVE3' - 1"C210' - 0"10' - 0"6"3' - 3 1/2"AE4013BAE4032C2D2B2A3AAE4047BAE4011CAE4023AAE4021DAE4024AAE4031B1B1C1A4B1A1B7A3D3C3B1D1C1A2AE3012AE3032AE3022AE3041AE3041AE3031AE3021AE301AE4033D3B3C4CAE4012C2B2AAE4022C2A2BAE4034D4A4B4CAE4042B2AAE4044C4B4A4DAE4041C2B1AAE5013AE5012BAE5012B8' - 0"AE5012AAE4014AE4045AE4043AE4045MirC5AE4044CMir4BMir4DMir4AMirA123MECHANICALRISER ROOM116596"11' - 0"11' - 0"AE5015A9617' - 7"9' - 3 1/2"16' - 4"19' - 8 3/4"8' - 10 1/4"7' - 3 3/4"8' - 6"10' - 10 3/4"3' - 3"10' - 6 1/4"8' - 0"AE10121101101151163AAE4046B6A6D6CF125EDCB6G34A.L01.2A.R5.8A.7100' - 0"16' - 2"8' - 10 1/2"10' - 7 1/4"35' - 10 3/4"7' - 0"35' - 10 3/4"10' - 7 1/4"10°B2B2112' - 0"11' - 5 1/4"6"9' - 2"60' - 9 1/2"9' - 2"6"11' - 5 1/4"9' - 0"6 3/4"12' - 0"3' - 0"12' - 0"5' - 8"12' - 0"3' - 0"12' - 0"6 3/4"8' - 0"8' - 0"10' - 0"26' - 10 1/2"26' - 3"26' - 10 1/2"10' - 0"100' - 0"4' - 5"4' - 5"4 1/2"2 1/2"2"4"1' - 0"6"2 1/4"6"4"2"1' - 0"6 3/4"12' - 0"3' - 0"12' - 0"5' - 8"12' - 0"3' - 0"12' - 0"6 3/4"112' - 0"9' - 0"11' - 5 1/4"6"9' - 2"60' - 9 1/2"9' - 2"6"11' - 5 1/4"4 1/2"2 1/2"1 3/8"1' - 0"1' - 0"3 1/8"3 1/8"1301301301301. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES1' - 1 7/8"5/8" TYPE X GYPSUM BOARDGOLDEN BUFF STANDARD BRICKBRICK TIES @24" O.C.2" R-10 RIGID INSULATION6" COLD-FORMED STEEL FRAMING @ 16" O.C.6" TOP TRACK5/8" PLYWOODAIR/MOISTURE BARRIER6" BOTTOM TRACKWEEP HOLES1" VENTED AIR GAPMINERAL WOOL INSULATION WITHINFRAMING1' - 4 1/2"TOP TRACKBOTTOM TRACKWEEP HOLESMINERAL WOOL INSULATION WITHINFRAMING6" COLD-FORMED STEEL FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARDGOLDEN BUFF STANDARD BRICKBRICK-TIE @ 24" O.C.1" AIR GAPAIR/MOISTURE BARRIER3 5/8" COLD-FORMED STEEL FRAMING1" VENTED AIR GAP5/8" PLYWOOD1' - 4 1/2"GOLDEN BUFF STANDARD BRICK5/8" PLYWOOD6" COLD-FORMED STEEL FRAMING @ 16" O.C.6" TOP TRACK6" BOTTOM TRACKBRICK TIES @ 24" O.C.1" VENTED AIR GAPWEEP HOLESAIR/MOISTURE BARRIER4 7/8"3 5/8" TOP TRACK3 5/8" BOTTOM TRACK5/8" TYPE X GYPSUM BOARD3 5/8" COLD-FORMED STEEL FRAMING @ 16" O.C.INSULATED ALUMINUM VENEER PANEL5/8" PLYWOOD5/8" TYPE X GYPSUM BOARD3 5/8" TOP TRACK3 5/8" COLD-FORMED STEEL FRAMING @ 16" O.C.MINERAL WOOL INSULATION WITHIN FRAMINGAIR/MOISTURE BARRIER3 5/8" BOTTOM TRACK6 5/8"1' - 0"6" TOP TRACK6" BOTTOM TRACK1" VENTED AIR GAP5/8" SLATED PLYWOOD5/8" TYPE X GYPSUM BOARD1" TRAVERTINE VENEERTRAVERTINE-TIEAIR/MOISTURE BARRIER5/8" PLYWOOD2" R-10 RIGID INSULATION6" COLD-FORMED STEEL FRAMING @ 16" O.C.MINERAL WOOL INSULATION WITHIN FRAMING4 1/4"4 1/2"3 5/8" BOTTOM TRACK3 5/8" TOP TRACK3 5/8" BOTTOM TRACK3 5/8" TOP TRACK3 5/8" COLD-FORMED STEEL FRAMING3 5/8" COLD-FORMED STEEL FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARD5/8" TYPE X GYPSUM BOARDDISPLAY CASE GLASS3 5/8" COLD-FORMED HEADER7 1/4"5/8" TYPE X GYPSUM BOARD6" TOP TRACK6" BOTTOM TRACK6" COLD-FORMED STEEL FRAMING @ 16" O.C.1' - 1 7/8"5 3/8" AIR GAP5/8" TYPE X GYPSUM BOARD3 5/8" TOP TRACK3 5/8" BOTTOM TRACK3 5/8" COLD-FORMED STEEL FRAMING @ 16" O.C.7 1/4"DOUBLE WIDTH MODULAR BRICK -COLOR GOLDEN BUFF9 5/8"6" TOP TRACKINSULATED ALUMINUM VENEER PANELAIR/MOISTURE BARRIER5/8" PLYWOOD6" COLD-FORMED STEEL FRAMING6" BOTTOM TRACKMINERAL WOOL INSULATION WITHIN FRAMING5/8" TYPE X GYPSUM BOARD24' - 0"28' - 3 1/2"63641' - 0 13/16"2' - 6"11' - 11 1/2"2' - 6"9' - 6 1/2"3C1C5C5C1MECHANICAL LOFT1' - 3 7/8"8" TOP TRACKGOLDEN BUFF STANDARD BRICKBRICK TIES @ 24" O.C.1" VENTED AIR GAPAIR/MOISTURE BARRIER2" R-10 RIGID INSULATION5/8" PLYWOOD8" COLD-FORMED STEEL FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARD8" BOTTOM TRACKWEEP HOLESMINERAL WOOL INSULATIONGOLDEN BUFF STANDARD BRICK1 1/2" AIR GAP8" CMU BLOCKREBAR DOWELSBRICK TIES @ 24" O.C.1' - 0 3/4"9 1/4"5/8" TYPE X GYPSUM BOARD8" COLD-FORMED STEEL @ 16" O.C.8" TOP TRACK5/8" TYPE X GYPSUM BOARD8" BOTTOM TRACK2' - 10"12' - 0"1' - 10"1' - 2"12' - 0"1' - 2"28' - 6"10 1/2"12' - 0"1' - 8"1' - 4"12' - 0"12' - 0"1' - 4"1' - 8"12' - 0"10 1/2"28' - 6"1' - 2"12' - 0"1' - 2"1' - 10"12' - 0"2' - 10"A6426328' - 0"28' - 0"A5A5A5A5A5A5GGGGGGGGC34A.LA.RClr-3Clr-4Clr-3.5Clr-5.57' - 6 1/2"112112112112PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUSDATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:11:31 AMFLOOR PLANCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE101K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXAREA SCHEDULETAG NAME AREA1-A VESTIBULE 57 SF1-B FOYER 1114 SF1-C VESTIBULE 62 SF1-D HALLWAY 264 SF1-E HALLWAY 113 SF1-F HALLWAY 94 SF100 OFFICE 144 SF101 SCULPTURE CLASSROOM 1315 SF101A FURNITURE STORAGE AREA 145 SF101B PLASTER AREA 174 SF102 MEN'S RESTROOM 205 SF103 WOMEN'S RESTROOM 205 SF104 CERAMICS CLASSROOM 1638 SF104A DAMP ROOM 142 SF105 OFFICE 144 SF110 WOOD SHOP 391 SF111 FOUNDRY, FORGE & WELDINGAREA0 SF112 KILN ROOM 982 SF113 B.F.A. STUDIO 140 SF114 TOOL ROOM 79 SF115 RAKU KILN AREA 198 SF116 MECHANICAL RISER ROOM 65 SF117 CLAY MIXING & DRY STORAGE 393 SF117A CLAY STORAGE 99 SF118 GLAZING ROOM 247 SF119A CUSTODIAL ROOM 66 SF119B MECHANICAL & ELECTRICALROOM220 SF119C DATA ROOM 66 SF8760 SFTOTALSCALE: 1/8" = 1'-0" 1MECHANICALLOFT PLAN2 FLOOR DRAIN IN THIS LOCATION WITH1/8":1'-0" FLOOR SLOPE TO DRAIN3 MECHANICAL LOFT PULL-DOWN ACCESSLADDER42 ROOF MEMBRANE BUILT UP WITHINSULATION TO FORM CRICKETS59 SEE DETAIL 1/AE502 FOR INFORMATIONON THE EXISTING MECHANICAL YARDAREA63 BILCO 30" X 30" ROOF ACCESS HATCH W/FIX LADDER LEADING TO MECHANICALLOFT BELOW64 20" LADDER ACCESS TO ROOF ABOVE96 4' X 4' CONCRETE STOOP - SEE CIVIL110 CONCRETE PAD CENTERED BENEATHSCUPPER112 3' ROOF WALK IN THIS LOACATION AND INTHE ROOFTOP MECHANICAL UNITENCLOSURE130 METAL WOOL INSULATION ALONGVESTIBULE WALLS02'4'8'16'N02'4'8'16'N01'2'4'8'NA1A2A4A34A6A7B1B2C1C2C3C4C501'2'4'8'SCALE: 3" = 1'-0"WALL TYPE SCHEDULEA5SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"2CLEARSTORY WALLS & MECH ENCLOSURE FLOOR PLAN3FLOORPLANNO. DESCRIPTION DATEB1B1 OFFICE100VESTIBULE1-AFOYER1-BOFFICE105VESTIBULE1-CCERAMICSCLASSROOM104WOMEN'SRESTROOM103MEN'SRESTROOM102MECHANICAL &ELECTRICALROOM119BCUSTODIALROOM119ADATA ROOM119CSCULPTURECLASSROOM101WOOD SHOP110KILN ROOM112HALLWAY1-EB.F.A. STUDIO113TOOL ROOM114HALLWAY1-FGLAZING ROOM118DAMP ROOM104ACLAY STORAGE117ARAKU KILN AREA115CLAY MIXING &DRY STORAGE117FOUNDRY,FORGE &WELDING AREA111HALLWAY1-DPLASTER AREA101BFURNITURESTORAGE AREA101A212042214910765283231115112132626262625252524AE5011AAE5011A5688449111010122224303632323320131415167212317181931MECHANICALRISER ROOM116353837392367682369697070222954' ‐ 0"4' ‐ 0"3' ‐ 3"3' ‐ 3"3' ‐ 0"18171625262710510610710510419283429171031021081012312311911811712112212011911811712112212051241241251251251251251251291291291291291291. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTESFOYER1-BHALLWAY1-DOFFICE100OFFICE105WOMEN'SRESTROOM103MEN'SRESTROOM102MECHANICAL &ELECTRICALROOM119BCUSTODIALROOM119ADATA ROOM119CPLASTER AREA101BFURNITURESTORAGE AREA101ASCULPTURECLASSROOM101CERAMICSCLASSROOM104GLAZING ROOM118HALLWAY1-FHALLWAY1-ETOOL ROOM114B.F.A. STUDIO113WOOD SHOP110CLAY MIXING &DRY STORAGE117CLAY STORAGE117ADAMP ROOM104AKILN ROOM112FOUNDRY,FORGE &WELDING AREA111RAKU KILN AREA115MECHANICALRISER ROOM116CEILING TYPEFLOOR TYPEWALL TYPEBASE TYPEC1 -2' X 2' ACOUSTICAL DROP-IN CEILING SYSTEMC2 -ARMSTRONG 2' X 4' ACT. PERFORATED METAL DROP-IN CEILING -SEE SPECSC3 -PAINT ON TEXTURED 5/8" GYPSUM BOARDC4 -OPEN TO STRUCTURE ABOVEC5 -OPEN TO STRUCTURE ABOVE W/ ACOUSTICAL TILES MOUNTED TO ROOF DECK -SEE AE151F1 -SEALED CONCRETEF2 -CONCRETEF3 -INTERFACE ENTRY LEVEL MATS 7187 BLACKF4 -18" X 18" DALTILE MH06 CHIMNEY CORNERW1 -PAINT ON TEXTURED 5/8" GYPSUM BOARDW2 -3" X 12" DALTILE MH06 CHIMNEY CORNER W/ ACCENT BAND @ 65" A.F.F.W3 -BRICK UNDER 7' AND SHAFT LINER ABOVE 7'W4 -KAWNEER 1600 SERIES CURTAIN WALLW5 -STANDARD GOLDEN BUFF BRICKB1 -FEATURE STRIPS -63 BURNT UMBER 4" RUBBER BASEB2 -FEATURE STRIPS ----4" RUBBER BASEFINISH LEGENDSEALED CONCRETECONCRETECERAMIC TILEWALK-OFF CARPETFLOOR FINISH LEGENDPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:15:50 AMFURNITURE &EQUIPMENTFLOOR PLAN &FINISH FLOORPLANCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE141K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXEQUIPMENT SCHEDULETag Manufacturer Model Model Number Voltage Ampres Phases RPM Hertz Horsepower1 Grizzly Sawdust Vacuum L620P 001340 220 18 1 3450 60 32 Delta 18" Laser Drill Press 18-900L 120 8 1 170 - 3,000 3/43 Jet Belt Sander/Disk Grinder JSG-6DC 115 12.8 1 1-1/24 Jet Oscillating Spindle Sander JBOS-5 115 1/25 Bosch 12" Dual Bevel Side Miter Saw 4412 120 15 50/606 Stanley Shop Vac 3272015 120 10 607 RIDGID NXT HD1400 120 10.5 608 Jet 16" Bandsaw JWBS-16 115 15 1-1/29 Jet Planer - Twist Lock MA-09 (MP-09) 230 15 1 310 SawStop Table Saw 1CS31230 230 13 1 3450 60 311 Trinco Dry Blast Cabinet 24/BP 115 112 Idealarc Electric Welder AC-797603 240 50 6013 Miller Oxy Acetylene Welder LF480210M 230 20 50/6014 14" Cut Off Saw CT4721 (MEC30915) 120 15 6015 Propane Burner16 LL Kilns Electric Kiln e23T-3-208-3P 208 30.5 317 LL Kilns Electric Kiln e23S-JH-208-1P 208 48 118 Geil Kilns Gas Kiln VARIES 120 10 1 6019 Geil Kilns Gas Kiln20 Soldner Pug Mill 208 20 3 1760 60 321 Venco Extruder 208 20 1 1740 / 1435 6022 Baldor Sanding Wheel L3504 115 7.4 1 1725 60 1/223 Baldor Sander and Grinder 439B 115 3.1 3600 60 1/324 Dayton Spray Booth 6K122BB 115 8 1 1725 60 1/202'4'8'16'SHELVING SCHEDULETag Type Description Count4 46" HOOK HEIGHT WITH 34" TOP OFCUBBIES45 Locker 6" x 2' 9 3/4" 2 LOCKERS TALL 286 Wall Mounted Bench 18" DEEP WALL MOUNTED BENCH 49 Shelf System - 19" x 77" 5 SHELVES WITH 7' HEIGHT 611 Locker 1' 6" x 1' 6" 4 LOCKERS TALL 614 Shelf System - 1' 6" x 4' 5 SHELVES WITH 7' HEIGHT 317 Shelf System - 1' 3" x 4' 5 3/4" 5 SHELVES WITH 7' HEIGHT 220 Shelf System - 2' x 4' 5 SHELVES WITH 7' HEIGHT 1022 Wall Shelf System - 1' 3" x 4' 5 SHELVES WITH 7' HEIGHT 924 Shelf System - 2' x 6' 5 SHELVES WITH 7' HEIGHT 128 Locker 1' 6" x 1' 6" 4 LOCKERS TALL 930 Shelf System - 1' x 4' 5 SHELVES WITH 7' HEIGHT 231 Shelf System - 1' x 4' X 30" 2 SHELVES WITH 30" HEIGHT 332 Shelf System - 2' x 5' 5 SHELVES WITH 7' HEIGHT 667 Wall Shelf System - 1' 6" x 5' 6" 3 SHELVES WITH 6' 6" HEIGHT 1Cubbies and Coat HooksN02'4'8'16'NROOM FINISH SCHEDULENUMBERNAME FLOOR AREA BASEWALLS CEILINGNOTESN E S W HEIGHT FINISH1-A VESTIBULE F3 57 SF B1 W1 W1 W1 W1 VARIES C21-B FOYER F1 1114 SF B1 W4 W1 W1 W1 VARIES C2/C41-C VESTIBULE F3 62 SF B1 W1 W1 W1 W1 VARIES C21-D HALLWAY F1 264 SF B1 W1 W1 W1 W1 OPEN/8'-0" C4/C11-E HALLWAY F1 113 SF B1 W1 W1 W1 W1 OPEN C41-F HALLWAY F1 94 SF B1 W1 W1 W1 W1 OPEN C4100 OFFICE F1 144 SF B1 W4 W1 W1 W1 12'-0" C1101 SCULPTURE CLASSROOM F1 1315 SF B1 W1 W1 W1 OPEN C4101A FURNITURE STORAGE AREA F1 145 SF B1 W1 W1 W1 OPEN C4101B PLASTER AREA F1 174 SF B1 W1 W1 W1 OPEN C4102 MEN'S RESTROOM F4 205 SF B2 W2 W2 W2 W2 8'-0" C3103 WOMEN'S RESTROOM F4 205 SF B2 W2 W2 W2 W2 8'-0" C3104 CERAMICS CLASSROOM F1 1638 SF B1 W1 W1 W1 W1 OPEN C4104A DAMP ROOM F1 142 SF B1 W1 W1 W1 W1 OPEN C4105 OFFICE F1 144 SF B1 W4 W1 W1 W1 12'-0" C1110 WOOD SHOP F1 391 SF B1 W1 W1 W1 W1 OPEN C4111 FOUNDRY, FORGE & WELDING AREA F1 RedundantRoomB1 W1 W1 W1 W1 OPEN C4112 KILN ROOM F1 982 SF B1 W1 W1 W1 W1 OPEN C4113 B.F.A. STUDIO F1 140 SF B1 W1 W1 W1 W1 OPEN C4114 TOOL ROOM F1 79 SF B1 W1 W1 W1 W1 OPEN C4115 RAKU KILN AREA F2 198 SF W3 W5 W5 W5 OPEN C4116 MECHANICAL RISER ROOM F1 65 SF B1 W1 W1 W1 W1 OPEN C4117 CLAY MIXING & DRY STORAGE F1 393 SF B1 W1 W1 W1 W1 OPEN C4117A CLAY STORAGE F1 99 SF B1 W1 W1 W1 W1 OPEN C4118 GLAZING ROOM F1 247 SF B1 W1 W1 W1 W1 OPEN C4119A CUSTODIAL ROOM F1 66 SF B1 W1 W1 W1 W1 OPEN C4119B MECHANICAL & ELECTRICAL ROOM F1 220 SF B1 W1 W1 W1 W1 OPEN C4119C DATA ROOM F1 66 SF B1 W1 W1 W1 W1 OPEN C42 FLOOR DRAIN IN THIS LOCATION WITH1/8":1'-0" FLOOR SLOPE TO DRAIN4 CUBBY HOLE SYSTEM - CP/CI5 12" X 12" X 18" SCRANTON LOCKER UNITS -CP/CI6 DRINKING FOUNTAIN AND BOTTLE FILLINGSTATION7 LOCKER STORAGE AREA- SEE DETAIL3/AE501 - CP/CI8 3 BAY SINK - CP/CI9 19" X 77" STANDING SHELVING UNIT, 7'TALL W/ 5 SHELVES - TYPICAL IN ROOMU.N.O. - OP/OI10 TRASH RECEPTACLE - OP/OI11 16" X 16" X 16" LOCKERS, 60 UNITS - CP/CI12 CLAY DRYING RACK - OP/OI13 DATA BANK - CP/CI14 1' - 6" X 4' STANDING SHELVING UNIT, 7'TALL W/ 5 SHELVES - TYPICAL IN ROOMU.N.O. - OP/OI15 8’ X 3’ - 6" STAINLES STEEL ISLAND W/BASE CABINETS CP/CI16 SINGLE BAY SINK - CP/CI17 1' - 3" X 4' - 5 3/4" STANDING SHELVINGUNIT, 7' TALL W/ 5 SHELVES - TYPICAL INROOM U.N.O. - OP/OI18 18" X 27" TOOL BOX - OP/OI19 FLAMMABLES LOCKER - OP/OI20 2' X 4' FREE STANDING HEAVY DUTY METALSHELVING UNIT, 7' TALL W/ 5 ADJUSTABLESHELVES - OP/OI21 TWO SINKS IN THIS LOCATION - ONEMOUNTED AT 3'-0" A.F.F. AND THE OTHERAT 18" A.F.F. W/ PRE-RINSE UNIT - CP/CI22 1' - 3" X 4' WALL MOUNTED SHELVING UNIT,7' TALL W/ 5 SHELVES - TYPICAL IN ROOMU.N.O. - OP/OI23 AXNER GLAZE FORMULATING WORKBENCH MODEL F 9624 - OP/OI24 2' X 6' STANDING SHELVING UNIT, 7' TALLW/ 5 SHELVES - TYPICAL IN ROOM U.N.O. -OP/CI25 GEIL KILNS GAS KILN - 30 CU FT, MAX TEMPOF 2500° F, BTU/HR 600,000, GAS CFH 600 -OP/CI26 GEIL KILNS GAS KILN - 28 CU FT, MAX TEMPOF 2500° F, BTU/HR 600,000 - OP/CI27 GEIL KILNS GAS KILN - BTU/HR 349,000 -OP/CI28 GEIL KILNS GAS KILN - 4 CU FT, MAX TEMP2500°, BTU/HR 100,000, GAS CFH 100 - OP/CI29 BUILT-IN SHELVING, 7' TALL W/ 4 SHELVES -SEE DETAIL 5/AE50130 1' X 4' STANDING SHELVING UNIT, 7' TALLW/ 5 SHELVES - TYPICAL IN ROOM U.N.O.-OP/OI31 1' X 4' STANDING SHELVING UNIT, 30" TALLW/ 5 SHELVES - TYPICAL IN ROOM U.N.O. -OP/OI32 2' X 5' STANDING SHELVING UNIT, 7' TALLW/ 5 SHELVES - TYPICAL IN ROOM U.N.O. -OP/OI33 B.F.A. STUDIO TO BE CONSTRUCTED TOSUPPORT UP TO FOUR POTTERY WHEELS34 OPEN FIREPLACE35 2' X 2' WELDING BENCH - OP/OI36 PRESS BENCH - OP/OI37 3' X 3' ANVIL BENCH - OP/OI38 CASTING TABLE - OP/OI39 BRONZE FORGE - OP/OI67 5' 5" X 1' 6" WALL SHELVING UNIT W/ 3SHELVES68 AXNER CERAMIC WORK BENCH MODEL A4824 - OP/OI69 SLIM LINE TEACHING STATION - OP/OI70 WHITEBOARD TO FILL WIDTH OF WALL ANDCENTERED ON WALL - OP/OI95 MOP SINK W/ FAUCET ABOVE102 WALL MOUNTED MOP AND BROOMHANGERS - CP/CI103 CHEMICAL DISPENSERS - OP/OI104 36" X 96" WHITE MAPLE - FINISHED TOMATCH DOORS - WORK TABLE - OP/OI105 STOOL - OP/OI106 47 1/2" X 97 1/2" WHITE MAPLE - FINISHEDTO MATCH DOORS - TABLE W/ LOCKERSBELOW - OP/OI107 WEDGING TABLE - OP/OI108 SLAB ROLLER - OP/OI117 1' 3" X 4' WALL MOUNTED ADJUSTABLESHELVING UNIT W/ 5 SHELVES - CP/CI118 18" X 68" WORK TABLE ON CASTERS - CP/CI119 CHAIRS - OP/OI120 STEELCASE OFFICE CHAIR - OP/OI121 STEELCASE DESK - OP/OI122 1'3" X 4' WALL MOUNTED ADJUSTABLESHELVING UNIT W/ 3 SHELVES - OP/OI123 FOYER SEATING - OP/OI124 4' X 4' TACK BOARD125 PICTURE RAIL MOUNTED IN THISLOCATION - 6" SHORT OF WALL LENGTH129 RECESSED FIRE ESTINGUISHER CABINET1 SCALE: 1/8" = 1'-0"EQUIPMENT FLOOR PLAN2 SCALE: 1/8" = 1'-0"FLOOR FINISHPLANNO. DESCRIPTION DATE GGGGGGGGFFFFHHIICDBBAE3 3/8" / 1'-0"3 3/8" / 1'-0"2 1/2" / 1'-0"2 1/2" / 1'-0"3 3/8" / 1'-0"3 3/8" / 1'-0"3 3/8" / 1'-0"3 3/8" / 1'-0"12' - 2"12' - 2"10' - 4"10' - 4"8' - 0"8' - 0"8' - 0"10' - 0"10' - 0"13' - 5"10' - 0"11' - 5"10' - 0"11' - 5"13' - 5"10' - 0"13' - 5"10' - 0"11' - 6"11' - 6"10' - 0"10' - 0"13' - 5"GGGGABOVEABOVEOFFICE100VESTIBULE1-AFOYER1-BOFFICE105VESTIBULE1-CCERAMICSCLASSROOM104WOMEN'SRESTROOM103MEN'SRESTROOM102MECHANICAL &ELECTRICALROOM119BCUSTODIALROOM119ADATA ROOM119CSCULPTURECLASSROOM101WOOD SHOP110KILN ROOM112HALLWAY1-EB.F.A. STUDIO113TOOL ROOM114HALLWAY1-FGLAZING ROOM118DAMP ROOM104ACLAY STORAGE117ARAKU KILN AREA115CLAY MIXING &DRY STORAGE117FOUNDRY,FORGE &WELDING AREA111HALLWAY1-DPLASTER AREA101BFURNITURESTORAGE AREA101A10' - 0"10' - 0"10' - 0"10' - 0"7' - 4"7' - 4"7' - 4"HEADERHEADER8' - 0"8' - 0"8' - 0"MECHANICAL LOFT ABOVE3656565656565656565656565656565654AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1513AE1514AE1516666667171716666668' - 0"5' ‐ 6" +/‐ TYP BETWEEN JOISTSJOIST AND PANEL7 1/2" +/‐ TYP BETWEEN BETWEEN PANELS1 1/2" +/‐ TYP6" TYP BETWEEN PANELS109109GYPSUM HARD-LID CEILINGARMSTRONG 2' x 4' ACT. PERFORATED METAL DROP-IN CEILING -SEE SPECSOPEN TO PAINTED STRUCTURE ABOVEARMSTRONG 2' x 8' METAL SOFFIT -SEE SPECS2' x 2' ACT. DROP-IN CEILING3/4" WOOD VENEER1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES3/4"45° MAX4 5 ° M A X 45° M AX45° MAXMAIN RUNNERCROSS RUNNER2" MIN.2" MIN.(4) #12 GAGE WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER INTERSECTION & SPLAYED 90 DEGREES FROM EACH OTHER AT ANGLE NOT EXCEEDING 45 DEGREES FROM HORIZONTAL PLANE OF CEILING. STRUT FASTENED TO THE MAINRUNNER AND EXTENDED ANDFASTENED TO UNISTRUT GRIDNOTES:1. MUST MEET IBC 20152. FIRST LINE OFLATERAL BRACING48" MAX. FROMBOUNDARY WALL ORCEILING DISCONTINUITY3. ATTACH TO BOTTOM EDGE OF VERTICAL FACE EXIST.STRUCT.4.ELECTRICAL FIXTURES NOT TO COMPROMISECEILING PERFORMANCE.5. 12 GAGE VERT. WIRE TO HAVE NO LESS THAN 3TURNS AFTER BEING ATTACHED TO SUSP.CEILING SYSTEM.VERTICAL WIRES 12 GA. AT 4'-0" O.C.ROLLER SHADE W/ HOUSINGKAWNEER 1600 CURTAIN WALL SYSTEM -SEE PLAN FOR REFERENCED WINDOW TYPESUSPENDED CEILING TRACK3 5/8" COLD-FORMED STEEL @ 16" O.C.5/8" X 3" WOOD NAILER2' X 2' ACT CEILING GRIDFOIL THERMAL BARRIERCLOSER TRIM MATCH HOUSING2" RIGID INSULATION W/ 24 GA ANGLE CLIPS TO CURTAIN WALL. HOLD BACK 1" MIN FROM GLAZING OR AS SPECIFIED BY CURTAIN WALL MFG10 1/16"BRICK VENEERPRE-FINISHED METAL FLASHINGAIR BARRIERALUMINUM MULLION W/ THERMALLY BROKEN SILL3" X 5/8" WOOD SPACERPRIMARY SEALSECONDARY SEALPAINTABLE CAULK ALL AROUNDWALL CONSTRUCTION AS PER WALL TYPEPAINTED STEEL LINTEL, SEE STRUCTURAL5/8" X 3" NAILERROLLER SHADE W/ HOUSINGPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:15:56 AMREFLECTEDCEILING PLANCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE151K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/8" = 1'-0" 1REFLECTEDCEILING PLANREFLECTED CEILING PLAN LEGENDN02'4'8'16'3 MECHANICAL LOFT PULL-DOWN ACCESSLADDER65 ROLLER SHADE W/ HOUSING POWERED BYELECTRIC MOTOR66 STRUCTURAL JOIST ABOVE - SEESTRUCTURAL (TYP)71 ARMSTRONG TECTUM DIRECT-ATTACHACT. CEILING PANELS - 2' X 4', 2" THICKWITH BEVELED EDGES- ATTACHED TOROOF DECKING AND CENTERED BETWEENJOISTS (TYP) - SEE 1/AE151109 PAINT AND TEXTURE ON GYPSUM BOARDFOR SKYLIGHT CEILINGSSCALE: 1 1/2" = 1'-0" 2LAY-IN CEILINGDETAIL06"1'2'4'2"4"8"16"SCALE: 3" = 1'-0" 4CURTAIN @ CURTAINWALL DETAIL01"2"4"8"SCALE: 3" = 1'-0" 3CURTAIN @ WINDOWDETAIL01"2"4"8"NO. DESCRIPTION DATE 8'4'4'8'4'8'8'4'1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"11' - 6"25' - 6 1/2"25' - 6 1/2"15' - 8"8' - 2 1/2"8' - 2 1/2"11' - 6"25' - 6 1/2"25' - 6 1/2"15' - 8"1' - 10"1' - 10"1' - 10"1' - 10"8' - 2 1/2"8' - 2 1/2"ROOFTOP MECHANICAL UNIT ENCLOSURE5AE1617AE1618AE1618' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"3" / 1'-0"3" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"SCUPPER BELOWSCUPPER BELOWDRAINAGE OPENING THROUGH PARAPET. SEE DETAIL 11/AE1615AE1617AE1617AE1617AE1617AE1617AE1617AE1617AE1617AE1617AE1617AE1618AE1618AE1618AE1618AE1618AE16141404242424242414042414041404242424242424343634AE1612AE1612AE1613AE161424242421AE1613AE1611AE16143' - 7 15/16"10' - 0 1/4"43' - 7 15/16"43' - 7 15/16"10' - 0 1/4"43' - 7 15/16"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1121121121121161/4" / 1'-0"7AE1617AE1617AE1617AE1619AE1619AE1619AE1619AE16110AE16110AE161DRAINAGE OPENING THROUGH PARAPET. SEE DETAIL 11/AE161DRAINAGE OPENING THROUGH PARAPET. SEE DETAIL 11/AE161DRAINAGE OPENING THROUGH PARAPET. SEE DETAIL 11/AE16111AE16111AE16111AE16111AE1611. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES5/8" DENS DECKPVC ROOFING MEMBRANEROOF DECK -SEE STRUCTURAL3 5/8" COLD-FORMED STEEL @ 16" O.C.MINERAL WOOL INSULATION6" RIGID PAPERBACK POLYISO INSULATION5/8" GYPSUM BOARDHOT-AIR WELDFASTENER4"ROOF DECK -SEE STRUCTURAL5/8" GYPSUM BOARDBUILT-UP RIGID PAPERBACK POLYISO INSULATION5/8" DENS DECKPVC ROOFING MEMBRANEHOT-AIR WELDFASTENER3 5/8" COLD-FORMED STEEL @ 16" O.C.MINERAL WOOL INSULATIONT.O. PARAPET17' -6"4"3"6" MIN.PRE-FINISHED METAL CAPCONT. AIR BARRIER6" COLD-FORMED STEEL @ 16" O.C.MINERAL WOOL INSULATION5/8" DENS DECK5/8" PLYWOODPVC ROOFING MEMBRANEBUILT-UP RIGID PAPERBACK POLYISO INSULATIONROOF DECK -SEE STRUCTURALFASTENERSTANDARD GOLDEN BUFF BRICK5/8" PLYWOOD2" X 4" FRAMING MEMBER CUT TO 1 1/4":1" SLOPEHOT-AIR WELD1" AIR GAPBUILT-UP RIGID PAPERBACK POLYISO INSULATIONROOF DECK -SEE STRUCTURAL5/8" DENS DECKINTEGRAL CURB FLASHING1" RIGID INSULATION OR PERROOF HATCH MFG.REQUIREMENTSROOF HATCH MFG.REQUIREMENTSROOF FLASHINGPVC ROOFING MEMBRANEMETAL FLASHING W/ DRIP EDGE4" RIGID INSULATIONSTANDING SEAM METAL ROOFVAPOR BARRIER5/8" DENS DECKFASTENERS @ 24" O.C.FASTENER @ 8" O.C.ROOF DECK -SEE STRUCTURAL2" X 6" LUMBERMETAL SOFFITFASTENERS @ 24" O.C.METAL FLASHING W/ DRIP EDGE4" RIGID INSULATIONSTANDING SEAM METAL ROOFVAPOR BARRIER5/8" DENS DECKFASTENERS @ 24" O.C.FASTENER @ 8" O.C.ROOF DECK -SEE STRUCTURAL2" X 6" LUMBERMETAL SOFFITMETAL FLASHING W/ DRIP EDGE4" RIGID INSULATIONSTANDING SEAM METAL ROOFVAPOR BARRIER5/8" DENS DECKFASTENER @ 8" O.C.ROOF DECK -SEE STRUCTURAL2" X 6" LUMBERFASTENERS @ 24" O.C.METAL FASCIA6' - 4 1/2"SEALANT IN CLAMPING RINGMETAL DECK PER STRUCTURALUNDERDECK CLAMPPIPING PER PLUMBING5/8" DENS DECKROOF MEMBRANECAST IRON STRAINERVAPOR BARRIER6" PAPERBACK RIGID POLYISO INSULATION W/ TAPERED PAPERBACK RIGID POLYISO INSULATIONSET PRIMARY DRAIN AT TOP OF 6" PAPERBACK RIGID POLYISO INSULATIONSET SECONDARY DRAIN 2 1/2" ABOVE 6" PAPERBACK RIGID POLYISO INSULATIONPEWTER FINISHED SCUPPERWALL CONSTRUCTION AS PER WALL TYPE SCHEDULE6" PAPERBACK RIGID POLYISO INSULATION W/ TAPERED PAPERBACK RIGID POLYISO INSULATION5/8" DENS DECKMETAL DECK PER STRUCTURALSECONDARY DRAIN PIPE PER PLUMBINGLAP SEALANT8"5"WALL CONSTRUCTION AS PER WALL SCHEDULEPVC ROOFING MEMBRANEFASTENER5/8" DENS DECKTAPERED PAPERBACK RIGID INSULATION OVER 6" PAPERBACK RIGID INSULATION PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:11:37 AMROOF PLAN &DETAILSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE161K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/8" = 1'-0" 6ROOFPLAN02'4'8'16'NSCALE: 3" = 1'-0" 8ROOF @ CLEARSTORYDETAILSCALE: 3" = 1'-0" 5ROOF @ CURTAIN WALLDETAILSCALE: 3" = 1'-0" 7ROOF @ PARAPETDETAIL1 LOUVER WALL40 SECONDARY ROOF DRAIN, DRAINAGE LINEROUTED TO SCUPPER41 PRIMARY 4" ROOF DRAIN42 ROOF MEMBRANE BUILT UP WITHINSULATION TO FORM CRICKETS43 STANDING SEAM METAL ROOF62 3' GATE WITHIN LOUVER WALL63 BILCO 30" X 30" ROOF ACCESS HATCH W/FIX LADDER LEADING TO MECHANICALLOFT BELOW112 3' ROOF WALK IN THIS LOACATION AND INTHE ROOFTOP MECHANICAL UNITENCLOSURE116 PREFINISHED METAL CHIMNEY CAP TOMATCH PARAPET WALL CAP - SLOPE TODRAIN TOWARD SKYLIGHT ROOF.01"2"4"8"01"2"4"8"01"2"4"8"SCALE: 3" = 1'-0" 4HATCHDETAIL01"2"4"8"SCALE: 3" = 1'-0" 2METAL ROOFFLASHING DETAIL01"2"4"8"SCALE: 3" = 1'-0" 3METAL ROOF @ SIDEDETAILSCALE: 3" = 1'-0" 1METAL ROOF @ TOPDETAIL01"2"4"8"01"2"4"8"SCALE: 1 1/2" = 1'-0" 9ROOF DRAINDETAILSCALE: 1 1/2" = 1'-0" 10SCUPPERDETAIL06"1'2'4'2"4"8"16"06"1'2'4'2"4"8"16"SCALE: 3" = 1'-0" 11DRAINAGE OPENINGTHROUGH PARAPETNO. DESCRIPTION DATE LEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"2' - 6"7' - 0"2' - 6"7' - 6"2' - 0"2' - 6"7' - 0"2' - 6"7' - 6"DC1AE3031AE3021AE3017877838177828278PROVIDE 3' X 5' SPACE FOR INSPIRATIONAL QUOTE INSCRIBED IN TRAVERTINE -QUOTE TO BE DETERMINEDLEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"3' - 0"7' - 0"10' - 0"2' - 0"GGGGFFBGG110A1A3' - 0"2' - 0"3' - 0"2AE3012AE3032AE3022AE3041AE304GG12' - 0"3' - 0"12' - 0"1' - 4"1' - 4"12' - 0"3' - 0"12' - 0"3' - 0"5' - 9"2' - 10 1/2"2' - 10 1/2"15' - 0"727272727983747480807777737373737843823' - 0"7' - 0"7878787878787474747411011AE1611. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTESPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:11:45 AMEXTERIORELEVATIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE201K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/4" = 1'-0" 1NORTHELEVATIONSCALE: 1/4" = 1'-0" 2EASTELEVATION01'2'4'8'01'2'4'8'43 STANDING SEAM METAL ROOF72 EXPANSION JOINT IN THIS LOCATION73 STANDARD GOLDEN BUFF BRICK W/ 3/4"INSET74 PRECAST CONCRETE SILL W/ GROUTJOINTS CENTERED UNDER VERTICALMULLIONS OF RESPECTIVE WINDOW77 2" INSULATED METAL WALL PANEL78 STANDARD GOLDEN BUFF BRICK79 SCUPPER CENTERED BETWEEN WINDOWS80 METAL PANEL SOFFIT - SEE AE14181 1" TRAVERTINE SURFACE82 KAWNEER 1600 CURTAIN WALL SYSTEM83 SEE SHEET AE601 FOR WINDOW TYPES110 CONCRETE PAD CENTERED BENEATHSCUPPERNO. DESCRIPTION DATE LEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"7' - 0"7' - 6"2' - 6"11' - 0"HIIH1AE3031AE3021AE3017272737475787677774343737373787878787878747474LEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"1C117BFFGGGGGG3' - 0"7' - 0"3' - 0"3' - 0"2' - 0"B2' - 0"2AE3012AE3032AE3022AE3041AE304GG12' - 0"3' - 0"12' - 0"1' - 4 1/2"1' - 4 1/2"12' - 0"3' - 0"12' - 0"5' - 9"15' - 0"EQEQ3' - 0"3' - 0"7272727273737373797777787474808276833' - 0"7' - 0"74747474787878787878788080801101. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTESPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:11:52 AMEXTERIORELEVATIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE202K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/4" = 1'-0" 1SOUTHELEVATIONSCALE: 1/4" = 1'-0" 2WESTELEVATION01'2'4'8'01'2'4'8'43 STANDING SEAM METAL ROOF72 EXPANSION JOINT IN THIS LOCATION73 STANDARD GOLDEN BUFF BRICK W/ 3/4"INSET74 PRECAST CONCRETE SILL W/ GROUTJOINTS CENTERED UNDER VERTICALMULLIONS OF RESPECTIVE WINDOW75 3' X 5' LOUVERED VENT IN WALL76 RAKU CHIMNEY77 2" INSULATED METAL WALL PANEL78 STANDARD GOLDEN BUFF BRICK79 SCUPPER CENTERED BETWEEN WINDOWS80 METAL PANEL SOFFIT - SEE AE14182 KAWNEER 1600 CURTAIN WALL SYSTEM83 SEE SHEET AE601 FOR WINDOW TYPES110 CONCRETE PAD CENTERED BENEATHSCUPPERNO. DESCRIPTION DATE LEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"2AE3012AE3032AE3022AE3041AE304AE3106AE3104AE3101AE310236RAKU KILN AREA115KILN ROOM112MECHANICAL &ELECTRICALROOM119BHALLWAY1-DFOYER1-BMECHANICAL MEZZANINE86751. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTESLEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"1AE3031AE3021AE301AE3105AE3105AE3116AE3103AE3116AE3103VESTIBULE1-CFOYER1-BVESTIBULE1-A84848686424284808480PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:11:58 AMBUILDINGSECTIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE301K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/4" = 1'-0" 1BUILDINGSECTION01'2'4'8'01'2'4'8'1 LOUVER WALL3 MECHANICAL LOFT PULL-DOWN ACCESSLADDER6 DRINKING FOUNTAIN AND BOTTLE FILLINGSTATION42 ROOF MEMBRANE BUILT UP WITHINSULATION TO FORM CRICKETS62 3' GATE WITHIN LOUVER WALL75 3' X 5' LOUVERED VENT IN WALL80 METAL PANEL SOFFIT - SEE AE14184 PERFORATED AULUMINUM CEILING WITHSLOPE - SEE AE15186 EXPOSED STRUCTURE IN THIS AREA - SEESTRUCTURALSCALE: 1/4" = 1'-0" 2BUILDINGSECTIONNO. DESCRIPTION DATE 1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTESLEVEL 1 -F.F.0"ROOF15' -0"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"2AE3012AE3032AE3022AE3041AE304AE3111AE3107MECHANICALRISER ROOM116KILN ROOM112DATA ROOM119CMECHANICAL &ELECTRICALROOM119BWOMEN'SRESTROOM103HALLWAY1-DFOYER1-BAE31128' - 0"43868482868685587LEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"1AE3031AE3021AE301AE3105AE3105AE3113AE3113WOOD SHOP110TOOL ROOM114HALLWAY1-EKILN ROOM112HALLWAY1-FGLAZING ROOM118DAMP ROOM104A42427186866565PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:12:04 AMBUILDINGSECTIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE302K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEX01'2'4'8'01'2'4'8'5 12" X 12" X 18" SCRANTON LOCKER UNITS -CP/CI42 ROOF MEMBRANE BUILT UP WITHINSULATION TO FORM CRICKETS43 STANDING SEAM METAL ROOF65 ROLLER SHADE W/ HOUSING POWERED BYELECTRIC MOTOR71 ARMSTRONG TECTUM DIRECT-ATTACH ACT.CEILING PANELS - 2' X 4', 2" THICK WITHBEVELED EDGES- ATTACHED TO ROOFDECKING AND CENTERED BETWEEN JOISTS(TYP) - SEE 1/AE15182 KAWNEER 1600 CURTAIN WALL SYSTEM84 PERFORATED AULUMINUM CEILING WITHSLOPE - SEE AE15185 STRUCTURAL FRAMING IN THIS LOCATIONW/ 3/4" TREATED PLYWOOD DECKING- SEESTRUCTURAL86 EXPOSED STRUCTURE IN THIS AREA - SEESTRUCTURAL87 BUILT-IN DISPLAY CASE - SEE 1/AE501SCALE: 1/4" = 1'-0" 1BUILDINGSECTIONSCALE: 1/4" = 1'-0" 2BUILDINGSECTIONNO. DESCRIPTION DATE 1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTESLEVEL 1 -F.F.0"ROOF15' -0"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"2AE3012AE3032AE3022AE304AE6028AE3114AE31077' - 0"FOYER1-BCERAMICSCLASSROOM104HALLWAY1-FCLAY MIXING &DRY STORAGE11784667165LEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"1AE3031AE3021AE301AE3113AE3113SCULPTURECLASSROOM101MEN'SRESTROOM102MECHANICAL &ELECTRICALROOM119BWOMEN'SRESTROOM103CERAMICSCLASSROOM10463648' - 0"42427166716685866565PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:12:09 AMBUILDINGSECTIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE303K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEX01'2'4'8'1LOUVER WALL42 ROOF MEMBRANE BUILT UP WITHINSULATION TO FORM CRICKETS63 BILCO 30" X 30" ROOF ACCESS HATCH W/FIX LADDER LEADING TO MECHANICAL LOFTBELOW64 20" LADDER ACCESS TO ROOF ABOVE65 ROLLER SHADE W/ HOUSING POWERED BYELECTRIC MOTOR66 STRUCTURAL JOIST ABOVE - SEESTRUCTURAL (TYP)71 ARMSTRONG TECTUM DIRECT-ATTACH ACT.CEILING PANELS - 2' X 4', 2" THICK WITHBEVELED EDGES- ATTACHED TO ROOFDECKING AND CENTERED BETWEEN JOISTS(TYP) - SEE 1/AE15184 PERFORATED AULUMINUM CEILING WITHSLOPE - SEE AE15185 STRUCTURAL FRAMING IN THIS LOCATIONW/ 3/4" TREATED PLYWOOD DECKING- SEESTRUCTURAL86 EXPOSED STRUCTURE IN THIS AREA - SEESTRUCTURALSCALE: 1/4" = 1'-0" 1BUILDINGSECTION01'2'4'8'SCALE: 1/4" = 1'-0" 2BUILDINGSECTIONNO. DESCRIPTION DATE LEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"1AE3031AE3021AE301AE3105AE3105AE3115AE3115FOUNDRY,FORGE &WELDING AREA111KILN ROOM112CLAY MIXING &DRY STORAGE117CLAY STORAGE117A3' - 0"3' - 0"868666714242LEVEL 1 -F.F.0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"1AE3031AE3021AE301RAKU KILN AREA115MECHANICALRISER ROOM11643437634AE1612AE1611AE1611AE16121. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTESPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:12:15 AMBUILDINGSECTIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE304K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/4" = 1'-0" 2BUILDINGSECTIONSCALE: 1/4" = 1'-0" 1BUILDINGSECTION34 OPEN FIREPLACE42 ROOF MEMBRANE BUILT UP WITHINSULATION TO FORM CRICKETS43 STANDING SEAM METAL ROOF66 STRUCTURAL JOIST ABOVE - SEESTRUCTURAL (TYP)71 ARMSTRONG TECTUM DIRECT-ATTACH ACT.CEILING PANELS - 2' X 4', 2" THICK WITHBEVELED EDGES- ATTACHED TO ROOFDECKING AND CENTERED BETWEEN JOISTS(TYP) - SEE 1/AE15176 RAKU CHIMNEY86 EXPOSED STRUCTURE IN THIS AREA - SEESTRUCTURAL01'2'4'8'01'2'4'8'NO. DESCRIPTION DATE ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. PARAPET17' -6"4' ‐ 0"2' ‐ 6"4"6"7' ‐ 0"3' ‐ 0"1' ‐ 0"2" X 8" BACKING FOR FLASHINGMETAL ROOF DECKPVC ROOFING MEMBRANEPVC ROOFING MEMBRANEROOF FLASHING6" RIGID PAPERBACK POLYISO INSULATIONBUILT-UP RIGID PAPERBACK POLYISO INSULATIONMETAL ROOF DECKAE6023AE16185/8" DENS DECK5/8" DENS DECKINSULATED ALUMINUM VENEER PANELSOFFIT FLASHING FORMS 1" DRIP AND INTEGRAL CLEAT FOR FASCIA PIECEINSULATED ALUMINUM VENEER PANEL5/8" PLYWOOD5/8" DENS DECK5/8" PLYWOOD6" COLD-FORMED STEEL @ 16" O.C.5/8" GYPSUM BOARD15' ‐ 0"SEE DOOR TYPES REFERENCE ON FLOOR PLANSHSS, SEE STRUCTURALW-FLANGE BEAM, SEE STRUCTURAL5/8" TYPE X GYPSUM BOARDT.O. CLEARSTORY21' -6"2' ‐ 4"AE1617SHAFT LINERPVC ROOFING MEMBRANE6" RIGID PAPERBACK POLYISO INSULATION2 5/8" PLYWOOD2" X 4" FRAMING MEMBERS TRIMMED FOR A 1/4":1'-0" SLOPE FOR WALL CAPWALL CAPMETAL ROOF DECKPVC ROOFING MEMBRANE6" RIGID PAPERBACK POLYISO INSULATIONMETAL ROOF DECKVENTILATION HOOD FOR RAKU KILN AREA FIREPLACEMINERAL WOOL INSULATION5/8" DENS DECK5/8" DENS DECK3 5/8" COLD-FORMED STEEL @ 16" O.C.6" COLD-FORMED STEEL @ 16" O.C.5/8" PLYWOOD5/8" GYPSUM BOARD3 5/8" COLD-FORMED STEEL @ 16" O.C.STANDARD GOLDEN BUFF BRICK5/8" PLYWOOD1" RIGID INSULATIONAIR/MOISTURE BARRIER6" COLD-FORMED STEEL @ 16" O.C.5/8" DENS DECK1/4" / 1'-0"ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. PARAPET17' -6"4"6"AE16181' ‐ 0"3' ‐ 0"2" X 8" BACKING FOR FLASHINGROOF FLASHINGMETAL ROOF DECK6" RIGID PAPERBACK POLYISO INSULATIONPVC ROOFING MEMBRANEMETAL ROOF DECKBUILT-UP RIGID PAPERBACK POLYISO INSULATIONPVC ROOFING MEMBRANEMINERAL WOOL INSULATION5/8" DENS DECK5/8" DENS DECK5/8" DENS DECKSOFFIT FLASHING FORMS 1" DRIP AND INTEGRAL CLEAT FOR FASCIA PIECE5/8" PLYWOODINSULATED ALUMINUM VENEER PANELS3 5/8" COLD-FORMED STEEL @ 16" O.C.5/8" GYPSUM BOARD3 5/8" COLD-FORMED STEEL @ 16" O.C.4' ‐ 0"2' ‐ 6"15' ‐ 0"HSS, SEE STRUCTURAL4" RUBBER BASE BOARD6"6"1' ‐ 0"3' ‐ 0"4' ‐ 0"2' ‐ 6"5' ‐ 0"10' ‐ 0"1 1/2"2" x 8" BACKING FOR FLASHING5/8" DENS DECKPVC ROOFING MEMBRANE6" RIGID PAPERBACK POLYISO INSULATIONROOF FLASHINGMETAL ROOFING DECK5/8" DENS DECKMINERAL WOOL INSULATIONINSULATED ALUMINUM VENEER5/8" PLYWOOD6" COLD-FORMED STEEL @ 16" O.C.3 5/8" COLD-FORMED STEEL @ 16" O.C.1" TRAVERTINE VENEER2" RIGID INSULATION5/8" PLYWOOD6" COLD-FORMED STEEL @ 16" O.C.3 5/8" COLD-FORMED STEEL @ 16" O.C.5/8" TYPE X GYPSUM BOARDDISPLAY CASE3/4" PLYWOOD BACKINGSLATED PLYWOOD3 5/8" COLD-FORMED STEEL @ 16" O.C.WOOD1/4" TEMPERED GLASS5/8" TYPE X GYPSUM BOARDHSS, SEE STRUCTURAL4" RUBBER BASE BOARDCHAMFER W/ DRIP EDGE @ BASE OF WALL2" R-10 RIGID INSULATION DOWN TO T.O. FOOTINGAE3117Clr-4LEVEL 1 -F.F.0"ROOF15' -0"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"AE1615PVC ROOFING MEMBRANE5/8" DENS DECKBUILT-UP RIGID PAPERBACK POLYISO INSULATIONMETAL ROOFING DECKMINERAL WOOL INSULATION3 5/8" COLD-FORMED METAL STUDS @ 16" O.C.ALUMINUM KAWNEER 1600 CURTAIN WALL SYSTEM. SEE WINDOW TYPES REFERENCED ON PLAN.5/8" DENS DECKWALL CAP2" X 4" 2" X 4" CUT TO SLOPE 1/4" / 1'-0"5/8" PLYWOOD5/8" GYPSUM BOARD2' ‐ 0"1" X 4" FILLER CUT TO SLOPEW-FLANGE BEAM, SEE STRUCTURALCHAMFER W/ DRIP EDGE @ BASE OF WALL2" R-10 RIGID INSULATION DOWN TO T.O. FOOTINGAE3117LEVEL 1 -F.F.0"SEE DOOR TYPES REFERENCED ON PLANSEE DOOR FRAME TYPES REFERENCED ON FLOOR PLANS6" COLD-FORMED STEEL @ 16" O.C.5/8" GYPSUM BOARD2' X 4' SUSPENDED ACT CEILING8' ‐ 0"AE6013AE6026ROOF15' -0"T.O. CLEARSTORY21' -6"T.O. PARAPET17' -6"AE1618SEE WINDOW TYPES REFERENCED ON PLANROOF FLASHING5/8" DENS DECKPVC ROOFING MEMBRANE2" X 8" BACKING FOR FLASHING3 5/8" COLD-FORMED STEEL @ 16" O.C.5/8" PLYWOODMINERAL WOOL INSULATION6" RIGID PAPERBACK POLYISO INSULATIONMETAL ROOFING DECKMETAL ROOFING DECK5/8" GYPSUM BOARD5/8" DENS DECKPVC ROOFING MEMBRANE5/8" DENS DECKSOFFIT FLASHING FORMS 1" DRIP AND INTEGRAL CLEAR FOR FASCIA PIECEMINERAL WOOL INSULATION3 5/8" COLD-FORMED STEEL @ 16" O.C.5/8" PLYWOOD2' ‐ 6"4' ‐ 0"1'HSS, SEE STRUCTURALW-FLANGE BEAM, SEE STRUCTURAL4"AE60186"4"1 5/8" COLD-FORMED STEEL @ 16" O.C.PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:16:41 AMWALL SECTIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE310K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1" = 1'-0" 1SOUTH CLEARSTORYWALL SECTIONSCALE: 1" = 1'-0" 2SOUTH KILN AREAWALL SECTIONSCALE: 1" = 1'-0" 4ENDS OF CLEARSTORYWALL SECTIONSCALE: 1" = 1'-0" 6NORTH CLEARSTORYWALL SECTIONSCALE: 1" = 1'-0" 7NORTH CURTAIN WALLWALL SECTION03"6"1'2'03"6"1'2'03"6"1'2'03"6"1'2'03"6"1'2'SCALE: 1" = 1'-0" 3INNER ENTRYWALL SECTIONSCALE: 1" = 1'-0" 5EAST & WEST CLEARSTORYWALL SECTION03"6"1'2'03"6"1'2'NO. DESCRIPTION DATE AE1617STANDARD GOLDEN BUFF BRICK2" RIGID INSULATION5/8" PLYWOODMINERAL WOOL INSULATION6" COLD-FORMED STEEL @ 16" O.C.WALL CAP2" X 14" FRAMING MEMBER2" X 14" FRAMING MEMBER CUT TO 1/4":1' SLOPE5/8" DENS DECKPVC ROOFING MEMBRANEBUILT-UP RIGID PAPERBACK POLYISO INSULATION OVER 6" RIGID PAPERBACK POLYISO INSULATIONMETAL ROOFING DECK5/8" GYPSUM BOARDPRECAST CONCRETE SILLSEE WINDOW TYPES REFERENCED ON PLANW-FLANGE BEAM, SEE STRUCTURALPAINTED STEEL LINTEL, SEE STRUCTURAL4" RUBBER BASE BOARDAE6018AE6017CHAMFER W/ DRIP EDGE @ BASE OF WALL2" R-10 RIGID INSULATION DOWN TO T.O. FOOTINGAE3117BRICK TIES @ 24" O.C. TYP.LEVEL 1 -F.F.0"T.O. WINDOWS10' -0"SEE DOOR TYPES REFERENCED ON PLANMINERAL WOOL INSULATION6" COLD-FORMED STEEL @ 16" O.C.INSULATED ALUMINUM VENEER PANEL3 5/8" COLD-FORMED STEEL @ 16" O.C.ACOUSTICAL 2' X 4' DROP-IN CEILINGAE6013AE60262" X 4" FRAMING MEMBERS CUT TO 1/4":1' SLOPE5/8" PLYWOODWALL CAPSTANDARD GOLDEN BUFF BRICK1 1/2" RIGID INSULATION5/8" PLYWOODMINERAL WOOL INSULATION6" COLD-FORMED STEEL @ 16" O.C.5/8" DENS DECKPVC ROOFING MEMBRANEAE1617BUILT-UP RIGID PAPERBACK POLYISO INSULATION OVER 6" RIGID PAPERBACK POLYISO INSULATIONMETAL ROOFING DECK5/8" GYPSUM BOARDPRECAST CONCRETE SILLSEE WINDOW TYPES REFERENCED ON PLAN2" RIGID INSULATIONW-FLANGE BEAM, SEE STRUCTURALAE6017PAINTED STEEL LINTEL, SEE STRUCTURAL4" RUBBER BASE BOARDAE6018CHAMFER W/ DRIP EDGE @ BASE OF WALL2" R-10 RIGID INSULATION DOWN TO T.O. FOOTINGAE3117BRICK TIES @ 24" O.C. TYPROOF15' -0"T.O. PARAPET17' -6"WALL CAPPVC ROOFING MEMBRANE5/8" DENS DECKSTANDARD GOLDEN BUFF BRICK5/8" PLYWOODMETAL ROOFING DECKMINERAL WOOL INSULATION6" COLD-FORMED STEEL @ 16" O.C.6" COLD-FORMED STEEL @ 16" O.C.INSULATED ALUMINUM VENEER PANELSEE WINDOW TYPES REFERENCED ON PLANPRECAST CONCRETE SILLSTANDARD GOLDEN BUFF BRICK2" RIGID INSULATION5/8" PLYWOOD6" COLD-FORMED STEEL @ 16" O.C.5/8" GYPSUM BOARDMINERAL WOOL INSULATION2" X 4" FRAMING MEMBER CUT TO 1/4":1' SLOPE5/8" PLYWOOD5/8" PLYWOODW-FLANGE BEAM, SEE STRUCTURALAE6017PAINTED STEEL LINTEL, SEE STRUCTURAL4" RUBBER BASE BOARDAE6018CHAMFER W/ DRIP EDGE @ BASE OF WALL2" R-10 RIGID INSULATION DOWN TO T.O. FOOTINGAE31172" RIGID INSULATIONBUILT-UP RIGID PAPERBACK POLYISO INSULATION OVER 6" RIGID PAPERBACK POLYISO INSULATIONBRICK TIES @ 24" O.C. TYP.ROOF15' -0"T.O. WINDOWS10' -0"T.O. PARAPET17' -6"AE1617STANDARD GOLDEN BUFF BRICKWALL CAP5/8" PLYWOOD2" X 4" FRAMING MEMBERS TRIMMED FOR A 1/4":1' SLOPE1/4" / 1'-0"2" RIGID INSULATION5/8" PLYWOODMINERAL WOOL INSULATION6" COLD-FORMED STEEL @ 16" O.C.6" RIGID PAPERBACK POLYISO INSULATIONMETAL ROOFING DECK5/8" GYPSUM BOARD5/8" DENS DECKPVC ROOFING MEMBRANESTANDING SEAM METAL ROOF4" RIGID INSULATIONMETAL ROOFING DECKW-FLANGE BEAM, SEE STRUCTURALBRICK TIES @ 24" O.C. TYP.LEVEL 1 -F.F.0"T.O. WINDOWS10' -0"STANDING SEAM METAL ROOF4" RIGID INSULATIONMETAL ROOFING DECKSTANDARD GOLDEN BUFF BRICK2" RIGID INSULATION5/8" PLYWOODMINERAL WOOL INSULATION6" COLD-FORMED STEEL @ 16" O.C.FLASHINGCHAMFER W/ DRIP EDGE @ BASE OF WALL2" R-10 RIGID INSULATION DOWN TO T.O. FOOTINGAE3117BRICK TIES @ 24" O.C.LEVEL 1 -F.F.0"2 3/4"1"2"ALUMINUM DRIP EDGEPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:16:44 AMWALL SECTIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE311K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1" = 1'-0" 3EAST & WEST LABSWALL SECTIONSCALE: 1" = 1'-0" 6OUTER ENTRYWALL SECTIONSCALE: 1" = 1'-0" 4SOUTHWALL SECTIONSCALE: 1" = 1'-0" 5EAST & WEST RIBBONWALL SECTIONSCALE: 1" = 1'-0" 1SOUTH KILN ROOMWALL SECTION03"6"1'2'03"6"1'2'03"6"1'2'03"6"1'2'03"6"1'2'SCALE: 1" = 1'-0" 2SOUTH RAKU KILNWALL SECTION03"6"1'2'SCALE: 3" = 1'-0" 7CHAMFER DETAIL01"2"4"8"NO. DESCRIPTION DATE 1AE3031AE3021AE3018' ‐ 0"8' ‐ 0"87848482828688888889909090100105AA1AE3031AE3021AE3017'86878784848889889090901011046'6'10' ‐ 0"10' ‐ 0"1' ‐ 6"5' ‐ 6"3' ‐ 0"1251252AE3034' ‐ 0"10"2' ‐ 10"6' ‐ 1 1/2"44484750525453494651929110290103' ‐ 6"1131' ‐ 4"2' ‐ 10"4847444649929190103' ‐ 6"1132AE3033' ‐ 5 1/2"1' ‐ 4"57459291903' ‐ 6"1132AE3033' ‐ 5 1/2"1' ‐ 4"1045579291903' ‐ 6"1131AE3021' ‐ 4"2' ‐ 10"105748474446499291901133' ‐ 6"2AE3034' ‐ 0"10"2' ‐ 10"6' ‐ 1 1/2"464947484455539291103901133' ‐ 6"5' ‐ 2 1/2"3' ‐ 0"2' ‐ 4"5' ‐ 10"1' ‐ 7"14' ‐ 7"22' ‐ 0"10' ‐ 6 1/2"5' ‐ 10"1' ‐ 7"14' ‐ 7"22' ‐ 0"10' ‐ 2 1/2"2' ‐ 0 1/2"3' ‐ 0"5' ‐ 2 1/2"1' ‐ 6"12' ‐ 0"3' ‐ 6"3' ‐ 6"3' ‐ 0"1' ‐ 6"12' ‐ 0"101046444748575653515146444545574748555153515356495249545012633"-36"40"BABY CHANGING STATIONTOILET PAPER DISPENSERPAPER TOWEL DISPENSERMIRRORAUTOMATIC DOORACTUATOR36" MAX.39"‐41"18" MIN.7"‐9"15"‐48"2' ‐ 10"3' ‐ 4"60" MIN.1' ‐ 6"3' ‐ 4"6"3' ‐ 0"39"‐41"3' ‐ 6"1' ‐ 0"54" MIN.4' ‐ 0"1' ‐ 0"DRINKING FOUNTAINPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:17:20 AMENLARGEDPLANS &INTERIORELEVATIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE401K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/4" = 1'-0" 4ENLARGED FLOOR PLANMEN'S & WOMEN'S RESTROOMS10 TRASH RECEPTACLE - OP/OI44 SINK FACUET TYP.45 BABY CHANGING STATION - OP/OI46 SINK TYP.47 HAND SOAP DISPENSER TO BE CENTEREDIN THE MIRROR. SEE ELEVATION - OP/OI48 MIRROR - CP/CI49 COUNTER TOP50 PRIVACY SCREEN - SEE KEYNOTE 12651 AUTOMATIC FLUSH VALVE52 URINAL53 WATER CLOSET54 ADA ACCESSABLE STALL - SEE KEYNOTE12655 TWO STALL BATHROOM W/ AN ADAACCESSABLE STALL - SEE KEYNOTE 12656 ADA GRAB BARS57 18" WALL-MOUNTED BENCH CP/CI82 KAWNEER 1600 CURTAIN WALL SYSTEM84 PERFORATED AULUMINUM CEILING WITHSLOPE - SEE AE15186 EXPOSED STRUCTURE IN THIS AREA - SEESTRUCTURAL87 BUILT-IN DISPLAY CASE - SEE 1/AE50188 PAINT AND TEXTURE ON GYPSUM BOARD89 SEALED CONCRETE90 4" RUBBER BASEBOARD91 3" X 12" CERAMIC TILE W/ ACCENT BOARD@ 36" A.F.F.92 CERAMIC TILE ON CONCRETE113 3" X 12" CERAMIC TILE ACCENT BAND @ 36"A.F.F.125 PICTURE RAIL MOUNTED IN THIS LOCATION- 6" SHORT OF WALL LENGTH126 ALUMINUM MOUNTING TRACK TO BE 1/8"PROUD OF THE ACCENT TILE BAND - DONOT STOP AND RESTART THE ALUMINUMTRACK - ROUTE FOR SMOOTH NOTCH -FINISH AND EASE THE EDGES01'2'4'8'01'2'4'8'3 SCALE: 1/4" = 1'-0"INTERIOR ELEVATIONS LOBBY1 INTERIOR ELEVATIONSMEN'S RESTROOM 2 INTERIOR ELEVATIONSWOMEN'S RESTROOM01'2'4'8'SCALE: 1/4" = 1'-0"01'2'4'8'SCALE: 1/4" = 1'-0"ABABCABCNORTH ELEVATIONEAST ELEVATIONWEST ELEVATIONNORTH ELEVATIONEAST ELEVATIONWEST ELEVATIONNORTH ELEVATIONSOUTH ELEVATIONSCALE: 1/2" = 1'-0" 5TYPICAL MOUNTING HEIGHTSNO. DESCRIPTION DATE 8817908957191AE3034' ‐ 0"10490697089965848811424'2AE3034698901112882895' ‐ 6"115481291AE303104A10101289909888652AE3038865656592129089GGG717' ‐ 0"3' ‐ 0"2AE302888920112A90202020201AE3021AE301882020908929281152AE302112B20899088202020201AE3021AE301119C119B119A2088208990129881790892AE3021819179088892AE3046588908932H32908965882AE3048865329089FPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:18:00 AMINTERIORELEVATIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE402K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEX01'2'4'8'01'2'4'8'01'2'4'8'01'2'4'8'2 FLOOR DRAIN IN THIS LOCATION WITH1/8":1'-0" FLOOR SLOPE TO DRAIN4 CUBBY HOLE SYSTEM - CP/CI8 3 BAY SINK - CP/CI9 19" X 77" STANDING SHELVING UNIT, 7'TALL W/ 5 SHELVES - TYPICAL IN ROOMU.N.O. - OP/OI10 TRASH RECEPTACLE - OP/OI11 16" X 16" X 16" LOCKERS, 60 UNITS - CP/CI12 CLAY DRYING RACK - OP/OI17 1' - 3" X 4' - 5 3/4" STANDING SHELVINGUNIT, 7' TALL W/ 5 SHELVES - TYPICAL INROOM U.N.O. - OP/OI18 18" X 27" TOOL BOX - OP/OI19 FLAMMABLES LOCKER - OP/OI20 2' X 4' FREE STANDING HEAVY DUTY METALSHELVING UNIT, 7' TALL W/ 5 ADJUSTABLESHELVES - OP/OI28 GEIL KILNS GAS KILN - 4 CU FT, MAX TEMP2500°, BTU/HR 100,000, GAS CFH 100 - OP/CI29 BUILT-IN SHELVING, 7' TALL W/ 4 SHELVES -SEE DETAIL 5/AE50132 2' X 5' STANDING SHELVING UNIT, 7' TALLW/ 5 SHELVES - TYPICAL IN ROOM U.N.O. -OP/OI48 MIRROR - CP/CI57 18" WALL-MOUNTED BENCH CP/CI65 ROLLER SHADE W/ HOUSING POWERED BYELECTRIC MOTOR69 SLIM LINE TEACHING STATION - OP/OI70 WHITEBOARD TO FILL WIDTH OF WALL ANDCENTERED ON WALL - OP/OI71 ARMSTRONG TECTUM DIRECT-ATTACHACT. CEILING PANELS - 2' X 4', 2" THICKWITH BEVELED EDGES- ATTACHED TOROOF DECKING AND CENTERED BETWEENJOISTS (TYP) - SEE 1/AE15188 PAINT AND TEXTURE ON GYPSUM BOARD89 SEALED CONCRETE90 4" RUBBER BASEBOARD114 PROJECTOR SCREEN - CP/CI115 COAT HANGERS MOUNTED @ 5'-6" A.F.F. -CP/CI129 RECESSED FIRE ESTINGUISHER CABINET3 SCALE: 1/4" = 1'-0"INTERIOR ELEVATIONS CERAMICS CLASSROOMSCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"1 INTERIOR ELEVATIONS KILN ROOM2 INTERIOR ELEVATIONS CLAY STORAGE4 INTERIOR ELEVATIONS TOOL ROOMANORTH ELEVATIONBEAST ELEVATIONDWEST ELEVATIONCSOUTH ELEVATIONCSOUTH ELEVATIONBEAST ELEVATIONANORTH ELEVATIONCWEST ELEVATIONBSOUTH ELEVATIONAEAST ELEVATIONBEAST ELEVATIONDWEST ELEVATIONCSOUTH ELEVATIONANORTH ELEVATIONNO. DESCRIPTION DATE 2' ‐ 6"3' ‐ 9"3' ‐ 9"8893216823908990898820362' ‐ 6"3' ‐ 9"3' ‐ 9"932367688890892AE302219393672323889089232' ‐ 6"2AE302F8865908922104A88652290892AE3028822908988899022241AE303117C3088302090891291AE30365883220903689117AI2AE30465888990303236117B2AE303GGG90765656589889970887908969841014' ‐ 0"24'8888990169394657992AE303908984691415931694881155' ‐ 6"481292AE302PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:18:47 AMINTERIORELEVATIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE403K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEX01'2'4'8'01'2'4'8'01'2'4'8'01'2'4'8'4 CUBBY HOLE SYSTEM - CP/CI7 LOCKER STORAGE AREA- SEE DETAIL3/AE501 - CP/CI8 3 BAY SINK - CP/CI14 1' - 6" X 4' STANDING SHELVING UNIT, 7'TALL W/ 5 SHELVES - TYPICAL IN ROOMU.N.O. - OP/OI15 8’ X 3’ - 6" STAINLES STEEL ISLAND W/BASE CABINETS CP/CI16 SINGLE BAY SINK - CP/CI20 2' X 4' FREE STANDING HEAVY DUTYMETAL SHELVING UNIT, 7' TALL W/ 5ADJUSTABLE SHELVES - OP/OI21 TWO SINKS IN THIS LOCATION - ONEMOUNTED AT 3'-0" A.F.F. AND THE OTHERAT 18" A.F.F. W/ PRE-RINSE UNIT - CP/CI22 1' - 3" X 4' WALL MOUNTED SHELVINGUNIT, 7' TALL W/ 5 SHELVES - TYPICAL INROOM U.N.O. - OP/OI23 AXNER GLAZE FORMULATING WORKBENCH MODEL F 9624 - OP/OI24 2' X 6' STANDING SHELVING UNIT, 7' TALLW/ 5 SHELVES - TYPICAL IN ROOM U.N.O. -OP/CI30 1' X 4' STANDING SHELVING UNIT, 7' TALLW/ 5 SHELVES - TYPICAL IN ROOM U.N.O.-OP/OI32 2' X 5' STANDING SHELVING UNIT, 7' TALLW/ 5 SHELVES - TYPICAL IN ROOM U.N.O. -OP/OI35 2' X 2' WELDING BENCH - OP/OI36 PRESS BENCH - OP/OI37 3' X 3' ANVIL BENCH - OP/OI38 CASTING TABLE - OP/OI39 BRONZE FORGE - OP/OI48 MIRROR - CP/CI65 ROLLER SHADE W/ HOUSING POWEREDBY ELECTRIC MOTOR67 5' 5" X 1' 6" WALL SHELVING UNIT W/ 3SHELVES68 AXNER CERAMIC WORK BENCH MODEL A4824 - OP/OI69 SLIM LINE TEACHING STATION - OP/OI70 WHITEBOARD TO FILL WIDTH OF WALLAND CENTERED ON WALL - OP/OI88 PAINT AND TEXTURE ON GYPSUM BOARD89 SEALED CONCRETE90 4" RUBBER BASEBOARD93 OVERHEAD CABINETS - CP/CI94 BASE CABINETS W/ 2" SOLID SURFACECOUNTER TOP - OP/OI99 3/4" PLYWOOD PAINTED AND TEXTUREDTO MATCH FINISH IN ROOM115 COAT HANGERS MOUNTED @ 5'-6" A.F.F. -CP/CI129 RECESSED FIRE ESTINGUISHER CABINET3 INTERIOR ELEVATIONS GLAZING ROOM2 INTERIOR ELEVATIONS SCULPTURE CLASSROOM1 INTERIOR ELEVATIONS CLAY MIXING & DRY STORAGE4 INTERIOR ELEVATIONS DAMP ROOMSCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"ANORTH ELEVATIONBEAST ELEVATIONCSOUTH ELEVATIONDWEST ELEVATIONANORTH ELEVATIONBEAST ELEVATIONBEAST ELEVATIONBEAST ELEVATIONANORTH ELEVATIONANORTH ELEVATIONCSOUTH ELEVATIONCSOUTH ELEVATIONCSOUTH ELEVATIONDWEST ELEVATIONDWEST ELEVATIONDWEST ELEVATIONNO. DESCRIPTION DATE 8816981' ‐ 0"2' ‐ 0"9415899098881694A889089821221211201191275' ‐ 6"128105889089121120122F88908990909090A821211201221191171182AE304F8865359089HI31906565358988208938359088653739110B111A1C2C2105AE501711811911712012112295222119A1AE3021AE301888855908990HEADER1AE3021AE301556888888908990HEADER10' ‐ 0"10' ‐ 4"10' ‐ 0"10' ‐ 4"6' ‐ 0"1029595103102PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:19:06 AMENLARGEDPLANS &INTERIORELEVATIONSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE404K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/4" = 1'-0" 5ENLARGED FLOOR PLANOFFICESCALE: 1/2" = 1'-0" 3ENLARGED FLOOR PLANCUSTODIAL ROOM06"1'2'4'06"1'2'4'01'2'4'8'01'2'4'8'01'2'4'8'06"1'2'4'2 FLOOR DRAIN IN THIS LOCATION WITH1/8":1'-0" FLOOR SLOPE TO DRAIN5 12" X 12" X 18" SCRANTON LOCKER UNITS -CP/CI6 DRINKING FOUNTAIN AND BOTTLE FILLINGSTATION15 8’ X 3’ - 6" STAINLES STEEL ISLAND W/BASE CABINETS CP/CI16 SINGLE BAY SINK - CP/CI22 1' - 3" X 4' WALL MOUNTED SHELVING UNIT,7' TALL W/ 5 SHELVES - TYPICAL IN ROOMU.N.O. - OP/OI31 1' X 4' STANDING SHELVING UNIT, 30" TALLW/ 5 SHELVES - TYPICAL IN ROOM U.N.O. -OP/OI35 2' X 2' WELDING BENCH - OP/OI65 ROLLER SHADE W/ HOUSING POWEREDBY ELECTRIC MOTOR82 KAWNEER 1600 CURTAIN WALL SYSTEM88 PAINT AND TEXTURE ON GYPSUM BOARD89 SEALED CONCRETE90 4" RUBBER BASEBOARD94 WALL MOUNTED STAINLESS STEELCOUNTER W/ 2' DEPTH, BULL-NOSE EDGE,& 4" x 3/4" BACKSPLASH95 MOP SINK W/ FAUCET ABOVE98 OVERHEAD ADJUSTABLE SHELVES102 WALL MOUNTED MOP AND BROOMHANGERS - CP/CI103 CHEMICAL DISPENSERS - OP/OI117 1' 3" X 4' WALL MOUNTED ADJUSTABLESHELVING UNIT W/ 5 SHELVES - CP/CI118 18" X 68" WORK TABLE ON CASTERS -CP/CI119 CHAIRS - OP/OI120 STEELCASE OFFICE CHAIR - OP/OI121 STEELCASE DESK - OP/OI122 1'3" X 4' WALL MOUNTED ADJUSTABLESHELVING UNIT W/ 3 SHELVES - OP/OI127 8' X 4' WALL MOUNTED WHITEBOARDOP/OI128 COAT HANGERS MOUNTED @ 5'-6" A.F.F. -CP/CI01'2'4'8'SCALE: 1/4" = 1'-0"4 INTERIOR ELEVATIONS OFFICESCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"6 INTERIOR ELEVATIONS CUSTODIAL ROOM7 INTERIOR ELEVATIONS HALLWAY 1-D1 INTERIOR ELEVATIONS FOUNDRY2 INTERIOR ELEVATIONS PLASTER AREAANORTH ELEVATIONBEAST ELEVATIONCSOUTH ELEVATIONDWEST ELEVATIONANORTH ELEVATIONBEAST ELEVATIONCSOUTH ELEVATIONDWEST ELEVATIONANORTH ELEVATIONBSOUTH ELEVATIONBSOUTH ELEVATIONCWEST ELEVATIONANORTH ELEVATIONANORTH ELEVATIONBWEST ELEVATIONNO. DESCRIPTION DATE 2CAE5012DAE5011' ‐ 6"1' ‐ 4"10' ‐ 7"3' ‐ 0"1' ‐ 6"6"2' ‐ 0"1' ‐ 0"2' ‐ 0"1' ‐ 0"2' ‐ 0"6"RECESSED "T" STANDARDS WITH PLYWOOD FURRING FOR HEAVY SHELF SUPPORT2DAE5018' ‐ 0"1' ‐ 6"2' 7" GLASS DOORS6"2' ‐ 0"6"2' ‐ 0"6"2' ‐ 0"6"RECESSED "T" STANDARDS WITH PLYWOOD FURRING FOR HEAVY SHELF SUPPORT5' ‐ 10"3/4" PLYWOOD BACKING1/2" TEMPERED GLASS3/4" VENEER WOOD3/4" VENEER WOOD3/4" SLATWALL WOOD BACKING5/8" TYPE X GYPSUM BOARD5/8" TYPE X GYPSUM BOARD5/8" TYPE X GYPSUM BOARDSLAT CUT INTO WOOD FOR LOCK MECHANISMSLAT CUT INTO WOOD FOR LOCK MECHANISMPROVIDE RECESSED "T" STANDARDS WITH PLYWOOD FURRING FOR HEAVY SHELF SUPPORT20 CUBBY UNITS35' ‐ 5" +/‐END TO LINE UP WITH THE END OF WALL SEPARATING THE FURNITURE STORAGE AND PLASTER AREA -ADJUST DIMENSIONS ACCORDINGLY3/4"2' ‐ 6 1/2"2' ‐ 3 1/2"5/8"2' ‐ 2 1/4"5/8"1' ‐ 8"1' ‐ 9 1/4"5/8"5/8"1/2"5/8"2' ‐ 2 1/4"5/8"4"3' ‐ 4"3' ‐ 4"1' ‐ 9 1/4"1 1/2"3' ‐ 1 3/4"1 1/2"3' ‐ 1 3/4"1 1/2"3/4"1' ‐ 8"3/4"7' ‐ 0"ADJUSTABLE MIDDLE SHELF 1' ‐ 9 1/4"ADJUSTABLE MIDDLE SHELF 3/4" PLASTIC LAMINATE EDGE BANDING1"1"1 1/2"1/2"SPRAY FOAM INSULATIONFULL DEPTH OF CAVITY.ALUM. CURTAIN WALLSYSTEM. SEE WINDOWTYPES REFERENCED ON PLANFRAMED WALL. SEE WALLTYPES REFERENCED ONPLAN.BACKER ROD & SEALANT.CONT."Z" BREAK METAL TOMATCH CURTAIN WALL.THIS STUD ALIGNS WITHFURRED WALL AGAINSTCURTAIN WALL.1BAE5011DAE501AE5011C2"X4"X3.8" STEEL TUBING2"X4"X3.8" STEEL TUBING2"X4"X3.8" STEEL TUBING2"X8" LUMBER RIPPED TO 2"X6 3/4"2"X8" LUMBER RIPPED TO 2"X6 3/4"2' ‐ 0"14'2"X6" LUMBER (TYP)1' ‐ 2 1/4"2' ‐ 1 1/4"2' ‐ 1 1/4"1' ‐ 2 1/4"1DAE5011/2" SOLID SURFACE3/4" PLYWOOD BACKING2"X4"X3/8" STEEL TUBE 4"X4"X3/8" STEEL PLATE 3/8"X3" BOLT 2"X8" LUMBER RIPPED TO 2"X6 3/4" ELECTRICAL DUPLEX OUTLET BELOW2"8"EQEQ2' ‐ 1"1BAE5011/2" SOLID SURFACE3/4" PLYWOOD BACKINGELECTRICAL DUPLEXES TO BE MOUNTED ON THE UNDERSIDE OF THE TABLE IN ORDER TO SERVE TWELVE POTTERY WHEELS2"X8" LUMBER RIPPED TO 2"X6 3/4" (TYP) 2"X4"X3/8" STEEL TUBING (TYP)2"X6" LUMBER (TYP) ELECTRICAL CONDUIT UP THROUGH FLOOR 3/8"X3" BOLT2"X4"X3/8" STEEL TUBE4"X6"X3/8" STEEL TUBE6"4"5BAE5017' ‐ 0"3' ‐ 6"3' ‐ 6"3' ‐ 3 5/8"3' ‐ 3 5/8"1 1/2" SHELF -2 LAYERS 3/4" OAK VENEER PLYWOOD WITH SOLID OAK EDGE BAND OUT FRONT FACE FINISH TO MATCH WORD BUILDING DOORS (TYP)3/4" OAK VENEER PLYWOOD TRIM2" X 3/4" OAK VENEER PLYWOOD TRIM -FINISH TO MATCH WOOD BUILDING DOORS4" RUBBER BASE1' ‐ 6"1' ‐ 6"1' ‐ 6"2' ‐ 2"7' ‐ 0"2"2"2"3 1/4"SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH3/4" PLYWOOD2"x2"x1/4" ANGLES @ 16" O.C. TAPER, GRIND AND SMOOTH EDGES, TYP. -POWDER COAT TO MATCH DOOR & WINDOW TRIM (VERIFY PEWTER GRAY)WELD ANGLE TO 1/4"X2"X8" FLOOR PLATE ANCHORED TO FLOOR SLAB W/ (2) 1/2" DIA. ANCHORS, TYP.1/4"X3" GUSSET PLATE2' - 0"(2) 1/4"x3" PLATES WELDED TO ANGLES AND TO FLANGE OF (2) METAL STUDS ONE ON EA. SIDE OF ANGLES. LENGTH EQUAL TO WITH OF COUNTER.WALL STUDS1/4"4"2' ‐ 6"1' ‐ 0"3"3"2' ‐ 0"3/4" PLYWOOD WITH LAMINATE COVERSHELVING SUPPORT BRACKETS1' ‐ 0"3/4"3"PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:19:08 AMDETAILSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE501K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/2" = 1'-0" 3CUBBY WALLDETAILSSCALE: 3" = 1'-0" 7WALL TO MULLION01"2"4"8"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"06"1'2'4'03"6"1'2'03"6"1'2'03"6"1'2'03"6"1'2'06"1'2'4'06"1'2'4'SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"04"8"16"32"SCALE: 3/4" = 1'-0"04"8"16"32"01"2"4"8"SCALE: 3" = 1'-0"BDACCDASCALE: 1" = 1'-0" 03"6"1'2'SCALE: 1" = 1'-0"1 ABCD03"6"1'2'ASCALE: 1" = 1'-0"03"6"1'2'B6SCALE: 1 1/2" = 1'-0" 5COUNTER DETAIL06"1'2'4'2"4"8"16"LONGITUDE SECTIONPLANMOUNTING PLATEDETAILPLANPLANPLANELEVATIONPLANSECTIONSECTIONSECTIONELEVATIONPLANSCALE: 3/4" = 1'-0"SCALE: 1" = 1'-0"BUILT IN SHELF DETAILSCLAY BENCH DETAILS2' 6 3/4" GLASS DOORS06"1'2'4'2"4"8"16"SCALE: 1 1/2" = 1'-0"BSECTION2 DISPLAY CASE DETAILS06"1'2'4'2"4"8"16"SCALE: 1 1/2" = 1'-0" 4 DISPLAY CASE SHELF DETAILSNO. DESCRIPTION DATE 8' ‐ 1 1/2"EXISTING MECHANICAL YARD AREA5858976161586060A7A76' ‐ 0"111HANDRAIL14' ‐ 2"1' ‐ 8"DUST COLLECTORAE5029AE502101. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTES8"PROVIDE BACKER ROD AND SEALANT ABOVE GROUT FILL. SLOPE SEALANT AWAY FROM GUARDRAIL. SEALANT TO MATCH COLOR OF CONCRETEPOWDER COATED STEEL HANDRAIL / GUARDRAILNON-SHRINK GROUT3" PRE-FORMED HOLE OR CORE DRILL -VERIFY THAT HOLE DOES NOT CONFLICT WITH CONCRETE HEATING SYSTEM29/32"BOTTOM LANDINGEXPANSION JOINT FILLER1/2" RADIUS (TYPICAL)#4 RE-BAR1% SLOPE TYP.6" 7' ‐ 0"ADJUSTABLE BRACKET IN ALL OFFICES USE 1" WOOD VENEER. USE 1" MELAMINE SHELF WITH PVC EDGE BAND IN ALL OTHER SPACES.ADJUSTABLE STANDARD @ 36" O.C. MAX.1' ‐ 3"7 RISERS @ +/‐ 5 1/2"6' W/ 6 TREADS @ 1'7 RISERS @ +/‐ 5 1/2"6' W/ 6 TREADS @ 1'7' ‐ 0"8' ‐ 0"14' ‐ 0"13' ‐ 0"9 RISERS @ +/‐ 5"8' W/ 8 TREADS @ 1'4 RISERS @ +/‐ 5 1/8"3' W/ 3 TREADS @ 1'10' ‐ 0"8' ‐ 0"HANDRAILS HANDRAILS HANDRAIL TO BE MOUNTED ON THE MECHANICAL ENCLOSURE WALLELEVATION 4893.95 TYP. ALONG EDGEELEVATION 4890.86 ELEVATION 4890.58 ELEVATION 4895.90 ELEVATION 4895.67 ELEVATION 4891.92ELEVATION 4891.98 DOWNDOWNDOWNDOWNCONCRETE SIDEWALKSMECHANICAL YARD AREA3AE5023AE5022AE5022AE5023AE5023AE5022AE5022AE50229/32"TOP LANDINGEXPANSION JOINT FILLER1/2" RADIUS (TYPICAL)#4 RE-BAR1% SLOPE TYP.1' ‐ 0"1' ‐ 0"1' ‐ 0"1' ‐ 0"4"4"4"3' ‐ 0"1" HANDRAIL W/ GUARDRAIL 36" ABOVE FINISHED CONCRETE1' GUARDRAIL RETURN TO POSTADDITIONAL POSTS TO BE ADDED AS SO NO SPACE BETWEEN POSTS IS GREATER THAN 4'6" TYP.5" TYP.2' ‐ 7"8"TOP MULLIONBOTTOM MULLIONSTRUCTURAL SUPPORT -SEE STRUCTURALLOUVERS6"4"13' ‐ 6"4"14' ‐ 2"EQEQEQ8"8"4"5860618" CMU BLOCKGOLD-BUFFED STANDARD BRICK6" ANCHOR BOLT6" X 5/8" STEEL MOUNTING PLATEMETAL HINGE -FINISHED TO MATCH THE COLOR AND FINISH OF THE SPORI ANNEX DOOR FRAMESMETAL GATE -SEE KEYNOTE 61PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:19:11 AMDETAILSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE502K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1/8" = 1'-0" 1LEVEL 1 -MECH YARD58 PATCH AND REPAIR THE EXISTING BRICKAND CMU FROM CONSTRUCTION ACTIVITY- CLEAN AND POWER WASH THE BRICKAND CMU BLOCK FOR LIKE NEW FINISH60 REMOVE AND REPLACE THE ENTIREEXISTING PREFINISHED METAL WALL CAPWITH NEW PRE-FINISHED METAL WAPPCAP TO MATCH THE NEW SPORI ANNEXWALL CAP IN STYLE, COLOR, MATERIAL,AND FINISH61 REMOVE, MEDIA BLAST ANDPOWDERCOAT THE EXISTING GATE TOMATCH THE COLOR AND FINISH OF THENEW SPORI ANNEX DOOR FRAMES97 NEW DOUBLE WIDTH BRICK WALL WITHPREFINISHED METAL CAP TO MATCH THEEXISTING TO REMAIN - SEE WALL TYPELEGEND SHEET AE101111 LOCATION OF EXISTING MECHANICALYARD WALL TO BE REMOVED01'2'4'8'NSCALE: 3" = 1'-0" 4HANDRAILBASE01"2"4"8"SCALE: 1" = 1'-0" 2CONCRETE STAIR BOTTOMLANDING DETAIL03"6"1'2'SCALE: 1 1/2" = 1'-0" 7WALL SHELVINGSYSTEM06"1'2'4'2"4"8"16"SCALE: 1/4" = 1'-0" 6CONCRETE STAIRS01'2'4'8'1. REFERENCE CIVIL DRAWINGS FOR LOCATION2. EACH RAMP TO HAVE A HANDRAIL PROVIDED ON BOTH SIDES3. FIELD VERIFY ALL ELEVATIONS WITH CIVIL DRAWINGSNOTESSCALE: 1" = 1'-0" 3CONCRETE STAIR TOPLANDING DETAIL03"6"1'2'SCALE: 1" = 1'-0" 5CONCRETE STAIR TOPLANDING DETAIL03"6"1'2'SCALE: 1 1/2" = 1'-0" 8LOUVER WALL DETAIL06"1'2'4'2"4"8"16"SCALE: 1/2" = 1'-0" 9GATE ELEVATIONSCALE: 3" = 1'-0" 10GATE DETAIL06"1'2'4'01"2"4"8"NO. DESCRIPTION DATE 5 7/8"2"GYP. BD. AS PER WALL TYPE.WALL FRAMING AS PER WALLTYPE.PAINTABLE CAULK ALLAROUNDHOLLOW METAL FRAME.PAINT.FRAME ANCHOR PER SPEC.GLAZING PER SCHEDULE.7' ‐ 6"2' ‐ 6"7' ‐ 0"2' ‐ 6"6' ‐ 0 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"2' ‐ 1"19' ‐ 6"5AE6019AE6016AE60112AE60111AE601TYP OF ALL VERTICAL MULLIONSTYP OF ALL HORIZONTAL MULLIONS4AE601CTTTTTTTT1' ‐ 10 1/2"7' ‐ 6"2' ‐ 6"7' ‐ 0"2' ‐ 6"6AE6015AE6016AE6014AE601BT7' ‐ 6"2' ‐ 6"7' ‐ 0"2' ‐ 6"2' ‐ 2"2' ‐ 10"5'9AE6015AE6016AE6014AE601ET3' ‐ 0"A.F.F.7' ‐ 0"11' ‐ 0"EQEQEQ7AE60110AE6018AE6013' ‐ 0"A.F.F.7' ‐ 0"EQEQEQ12' ‐ 0"8AE6017AE60110AE6017' ‐ 6"A.F.F.2' ‐ 6"4' ‐ 6"3' ‐ 0"3' ‐ 6"3' ‐ 6"7' ‐ 0"8AE60110AE60110AE6017' ‐ 6"A.F.F.2' ‐ 6"3' ‐ 11"4' ‐ 0"4' ‐ 1"3' ‐ 0"4' ‐ 6"12' ‐ 0"8AE60110AE6017AE601BRICK VENEERPRE-FINISHED METAL FLASHINGSECONDARY SEALPRIMARY SEALPAINTABLE CAULKING ALL AROUNDALUMINUM MULLION3" X 5/8" WOOD SPACERWALL CONSTRUCTION AS PER WALL TYPEAIR BARRIERBRICK VENEERPRE-FINISHED METAL FLASHINGAIR BARRIERALUMINUM MULLION W/ THERMALLY BROKEN SILL3" X 5/8" WOOD SPACERPRIMARY SEALSECONDARY SEALPAINTABLE CAULK ALL AROUNDWALL CONSTRUCTION AS PER WALL TYPEPAINTED STEEL LINTEL, SEE STRUCTURALBRICK VENEERALUMINUM MULLION W/ THERMALLY BROKEN SILLSECONDARY SEALPRIMARY SEAL3" X 5/8" WOOD SPACERWALL CONSTRUCTION AS PER WALL TYPEPRE-FINISHED METAL FLASHINGAIR BARRIERPAINTABLE CAULK ALL AROUNDSOLID SURFACE SILL4 1/2"1 1/2"1/2"3 1/4"1 15/32"5 5/8"PRE-CAST CONCRETE SILLSOLID SURFACE WINDOW SILLWALL CONSTRUCTION AS PER WALL TYPEINTEGRAL DRIP-EDGE BRICK VENEERPAINTABLE CAULK ALL AROUNDPRE-FINISHED METAL SILL FLASHING3" x 5/8" WOOD SPACERALUMINUM MULLION W/ THERMALLY BROKEN SILL SECONDARY SEALPRIMARY SEALAIR BARRIER1/8" / 1'-0"PRE-FINISHED WALL CAPKAWNEER 1600 ALUMINUM MULLION5/8" PLYWOOD SHEATHING2" X 4" LUMBER CUT TO 1/4" : 12" SLOPE TYP1/4" / 1'-0"WALL CONSTRUCTION AS PER WALL TYPEKAWNEER 1600 ALUMINUM MULLIONWALL CONSTRUCTION AS PER WALL TYPE1' ‐ 6"KAWNEER 1600 ALUMINUM CORNER MULLION1' ‐ 10 11/32"KAWNEER 1600 ALUMINUM CORNER MULLIONKAWNEER 1600 ALUMINUM MULLION W/ CAPINTERIOREXTERIORINTERIOREXTERIOR1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTESGLAZING PER SCHEDULEALUM. CURTAIN WALL SYSTEM. SEE WINDOW TYPES REFERENCED ON PLAN.SHIM AS REQ'DBACK ROD & SEALANT6AE60119' ‐ 6"2' ‐ 0"5' ‐ 6"12' ‐ 0"2' ‐ 2"2' ‐ 10"5'4AE6019AE601AT6' ‐ 0 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"5' ‐ 10 1/2"2' ‐ 1"11AE60112AE6015AE6019AE6014AE6016AE601TYP OF ALL VERTICAL MULLIONSTYP OF ALL HORIZONTAL MULLIONSDTTTTTTTTPROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:19:15 AMWINDOWSCHEDULE &DETAILSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE601K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 3" = 1'-0" 2WINDOW JAMBDETAILSCALE: 3" = 1'-0" 8WINDOW HEADERDETAILSCALE: 3" = 1'-0" 10WINDOW JAMBDETAILSCALE: 3" = 1'-0" 7WINDOW SILLDETAILSCALE: 3" = 1'-0" 5CURTAIN WALLHEADER DETAILSCALE: 3" = 1'-0" 9CURTAIN WALLEND DETAILSCALE: 3" = 1'-0" 6CURTAIN WALLCORNER DETAILSCALE: 3" = 1'-0" 12TYPICAL HORIZONTALMULLION DETAILSCALE: 3" = 1'-0" 11TYPICAL VERTICALMULLION DETAIL01'2'4'8'KAWNEER 1600 ALUMINUM MULLIONSCALE: 3" = 1'-0" 4CURTAIN WALLSILL DETAILSCALE: 3" = 1'-0" 3INTERIOR HEADER @STOREFRONT WINDOWFGHISCALE: 1/4" = 1'-0"1 WINDOWSCHEDULET -INDICATED TEMPERED GLASS IN THIS LOCATIONNOTESSPANDREL GLASS IN THIS LOCATION -TYP OF PATTERNNO. DESCRIPTION DATE 5 7/8"2"GYP. BD. AS PER WALLTYPE.WALL FRAMING AS PER WALLTYPE.PAINTABLE CAULK ALLAROUNDHOLLOW METAL FRAME.PAINT.FRAME ANCHOR PER SPEC.DOOR PER SCHEDULE.5 7/8"2"GYP. BD. AS PER WALL TYPE.WALL FRAMING AS PER WALLTYPE.PAINTABLE CAULK ALLAROUNDHOLLOW METAL FRAME.PAINT.FRAME ANCHOR PERSPEC.DOOR PERSCHEDULE.(2) 18 GA. STUDS @ JAMBS TYP.3' ‐ 0"7' ‐ 0"VARIES, SEE FLOOR PLAN10' ‐ 0"3' ‐ 0"7' ‐ 0"6"3' ‐ 0"6"3' ‐ 0"7' ‐ 0"7' ‐ 0"6'SEE DOOR WIDTH7' ‐ 0"2' ‐ 4"2' ‐ 4"3' ‐ 0"5/8" TYPE X GYPSUM BOARD3 5/8" COLD-FORMED STEEL @ 16" O.C.OPENING PER SCHEDULEGYPSUM BOARD AS PER WALL TYPE (TYP)(2) 18 GA STUDS @ JAMB (TYP)COLD-FORMED STEEL FRAMING AS PER WALL TYPE (TYP)1. ALL DIMENSIONS ARE FROM THE FACE OF FRAMING U.N.O.2. HINGE SIDE OF DOORS ARE SIX INCHES (6") FROM ADJACENT IN WALL U.N.O.3. WALLS EXTEND TO THE BOTTOM OF ROOF DECK ABOVE. FINISH AROUND ROOF JOISTS, MECHANICAL, ELECTRICAL, ETC. U.N.O.GENERAL NOTESSEE DOOR WIDTH + 4"7' ‐ 2"4' ‐ 10"7' ‐ 0"3' ‐ 0"1' ‐ 6"3' ‐ 4"SEE DOOR WIDTH + 4"7' ‐ 2"1'8'1'6'1'7'3'1'SEE DOOR WIDTH1'7'VARIES, SEE FRAME SCHEDULEVARIES, SEE FRAME SCHEDULEGLAZING PER SCHEDULEALUM. STOREFRONT FRAMEDOOR SEE SCHEDULE4 1/2"GLAZING PER SCHEDULEALUM. STOREFRONT FRAMEDOOR PER SCHEDULE.4 1/2"SEE DOOR WIDTH + 4"7' ‐ 2"SEE DOOR WIDTH + 4"7' ‐ 2"PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201911/26/2019 9:19:18 AMDOORSCHEDULE &DETAILSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE602K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXDOOR SCHEDULEDOOR FRAMEFIRERATINGHARDWARE KEYTAG ROOM # TYPE WIDTH HEIGHT DOOR MATERIAL TYPE MATERIAL1A 1-A DOUBLE STOREFRONT 6' - 0" 7' - 0" Painted - Metal - Grey g Painted - Metal - Grey A11B 1-B DOUBLE STOREFRONT 6' - 0" 7' - 0" Painted - Metal - Grey f Painted - Metal - Grey B11C 1-B DOUBLE STOREFRONT 6' - 0" 7' - 0" Painted - Metal - Grey f Painted - Metal - Grey A11D 1-C DOUBLE STOREFRONT 6' - 0" 7' - 0" Painted - Metal - Grey g Painted - Metal - Grey B11E 1-E OPEN 5' - 0" 10' - 0"1F 1-F OPEN 5' - 6" 10' - 0"100 100 SOLID WOOD CORE W/ LITE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 05101 101 SOLID WOOD CORE W/ LITE 3' - 0" 7' - 0" Door - Panel d Painted - Metal - Grey 06102 102 SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 03103 103 SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 03104 104 SOLID WOOD CORE W/ LITE 3' - 0" 7' - 0" Door - Panel d Painted - Metal - Grey 06104A 104A SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 04105 105 SOLID WOOD CORE W/ LITE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 05110A 110 DOUBLE HOLLOW METAL 6' - 0" 7' - 0" Painted - Metal - Grey f Painted - Metal - Grey 01110B 110 SOLID WOOD CORE W/ LITE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 07111 111 SOLID WOOD CORE W/ LITE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 04112A 112 SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel b Painted - Metal - Grey 04112B 112 SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel b Painted - Metal - Grey 04113 113 SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 07114 114 SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 08115 115 HOLLOW METAL 3' - 6" 7' - 0" Painted - Metal - Grey c Painted - Metal - Grey 07116 116 HOLLOW METAL 3' - 0" 7' - 0" Painted - Metal - Grey c Painted - Metal - Grey 02117A 117 SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 08117B 117 DOUBLE HOLLOW METAL 6' - 0" 7' - 0" Painted - Metal - Grey f Painted - Metal - Grey 01117C 117 SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 04118 118 SOLID WOOD CORE 3' - 0" 7' - 0" Door - Panel a Painted - Metal - Grey 04119A 119A HOLLOW METAL 3' - 0" 7' - 0" Painted - Metal - Grey a Painted - Metal - Grey 08119B 119B HOLLOW METAL 3' - 0" 7' - 0" Painted - Metal - Grey a Painted - Metal - Grey 07119C 119C HOLLOW METAL 3' - 0" 7' - 0" Painted - Metal - Grey a Painted - Metal - Grey 07SCALE: 1/4" = 1'-0" 1DOOR TYPESCHEDULESCALE: 3" = 1'-0" 8OPENINGHEADERSCALE: 3" = 1'-0" 7OPENINGJAMB01'2'4'8'SCALE: 1/4" = 1'-0" 2DOOR FRAMESCHEDULEOPENDOUBLE HOLLOW METALW/ LARGE LITESOLID WOOD CORE W/ NARROW LITEHOLLOW METALSOLID WOOD COREDOUBLE STOREFRONTABCDESCALE: 3" = 1'-0" 3DOOR HEADER @HOLLOW METALSCALE: 3" = 1'-0" 4DOOR JAMB @HOLLOW METALSCALE: 3" = 1'-0" 5DOOR JAMB @STOREFRONTSCALE: 3" = 1'-0" 6DOOR HEADER @STOREFRONTadefgF01'2'4'8'2" X 5 7/8" H.M. DOOR FRAMEPAINTED2" X 5 7/8" H.M. DOOR FRAME PAINTED2" X 5 7/8" H.M. DOOR FRAMEPAINTED2" X 5 7/8" H.M. DOOR FRAMEPAINTED2" X 5 7/8" H.M. DOOR FRAMEPAINTEDb2" X 10 1/4" H.M. DOOR FRAMEPAINTEDc2" X 1' 2 7/8" H.M. DOOR FRAMEPAINTEDDoor Hardware ScheduleHW SET: 063 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE1 EA CORRIDOR LOCK ND73JD RHO 626 SCH1 EA FSIC PERMANENT CORE EV 29 23-030 626 SCH1 EA SURFACE CLOSER 4040XP HCUSH MC TBWMS 689 LCN1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE1 EA WALL STOP WS406/407CCV 630 IVE1 EA GASKETING 488SBK PSA BK ZERHW SET: 073 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE1 EA POWER TRANSFER EPT10 ~ 689 VON1 EA ELEC CLASSROOM LOCK AD-300-CY-70-MTK-RHO-J 12/24 VDC(BY INTERGRATOR)~ 626 SCE1 EA FSIC PERMANENT CORE EV 29 23-030 626 SCH1 EA SURFACE CLOSER 4040XP EDA MC 689 LCN1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE1 EA WALL STOP WS406/407CCV 630 IVE1 EA PANEL INTERFACE BY DIV 28 (BY INTERGRATOR) ~ B/OPOWER SUPPLY BY DIV 28 B/OHW SET: 083 EA HINGE 5BB1 4.5 X 4.5 NRP (OR AS REQ'DBY FRAME)652 IVE1 EA STOREROOM LOCK ND80JD RHO 626 SCH1 EA FSIC PERMANENT CORE EV 29 23-030 626 SCH1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE1 EA WALL STOP WS406/407CCV 630 IVE3 EA SILENCER SR64 (OR AS REQ'D BY FRAME) GRY IVEHW SET: A12 EA CONT. HINGE 112HD EPT 628 IVE2 EA POWER TRANSFER EPT10 ~ 689 VON1 EA REMOVABLE MULLION KR4954 STAB 689 VON1 EA ELEC PANIC HARDWARE LX-RX-QEL-98-NL-OP-110MD 24 VDC ~ 626 VON1 EA ELEC PANIC HARDWARE RX-QEL-98-EO 24 VDC ~ 626 VON1 EA FSIC MORTISE CYL HOUSING 20-059 (MULLION) 626 SCH1 EA RIM HOUSING 20-079 626 SCH2 EA FSIC PERMANENT CORE EV 29 23-030 626 SCH2 EA LONG DOOR PULL 9264F 36" 20" STD 630 IVE2 EA OH STOP 100S ADJ 630 GLY1 EA SURFACE CLOSER 4040XP EDAW/62G MC 689 LCN1 EA SURF. AUTO OPERATOR 4642 CS WMS 120 VAC ~ 689 LCN1 EA PA MOUNTING PLATE 4040XP-18PA 689 LCN1 EA PA MOUNTING PLATE 4040XP-18PA 689 LCN1 EA 5TH SCREW SUPPORT 4040XP-30 689 LCN1 EA ACTUATOR, JAMB MOUNT 8310-818 (VESTIBULE PUSH SIDEMULLION)~ 630 LCN1 EA ACTUATOR, WALL MOUNT 8310-853 ~ 630 LCN1 EA PERIMETER SEAL DOOR MFG STD B/O1 EA THRESHOLD DOOR MFT STD 689 B/O1 EA CREDENTIAL READER BY DIV 28 B/O2 EA DOOR CONTACT 679-05HM ~ BLK SCE1 EA POWER SUPPLY PS902 900-2RS 120/240 VAC ~ VONHW SET: B12 EA CONT. HINGE 112HD 628 IVE2 EA DUMMY PUSH BAR 350 626 VON2 EA LONG DOOR PULL 9264F 36" 20" STD 630 IVE2 EA OH STOP 100S ADJ 630 GLY1 EA SURFACE CLOSER 4040XP EDAW/62G MC 689 LCN1 EA SURF. AUTO OPERATOR 4642 CS WMS 120 VAC ~ 689 LCN1 EA PA MOUNTING PLATE 4040XP-18PA 689 LCN1 EA 5TH SCREW SUPPORT 4040XP-30 689 LCN2 EA ACTUATOR, WALL MOUNT 8310-818 (VESTIBULE PUSH SIDEMULLION)~ 630 LCN1 EA PERIMETER SEAL DOOR MFG STD B/ODoor Hardware ScheduleHW SET: 016 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE2 EA POWER TRANSFER EPT10 ~ 689 VON1 EA REMOVABLE MULLION KR4954 STAB 689 VON1 EA ELEC PANIC HARDWARE RX-QEL-98-EO 24 VDC ~ 626 VON1 EA ELEC PANIC HARDWARE RX-QEL-98-NL-OP-110MD 24 VDC ~ 626 VON1 EA FSIC MORTISE CYL HOUSING 20-059 (MULLION) 626 SCH1 EA RIM HOUSING 20-079 626 SCH2 EA FSIC PERMANENT CORE EV 29 23-030 626 SCH2 EA LONG DOOR PULL 9264F 36" 20" STD 630 IVE2 EA SURFACE CLOSER 4040XP SCUSH MC TBWMS 689 LCN1 EA PA MOUNTING PLATE 4040XP-18PA 689 LCN2 EA PA MOUNTING PLATE 4040XP-18PA 689 LCN2 EA 5TH SCREW SUPPORT 4040XP-30 689 LCN1 EA ACTUATOR, WALL MOUNT 8310-853 ~ 630 LCN1 EA GASKETING 429AA-S AA ZER1 EA MULLION SEAL 8780NBK PSA BK ZER2 EA DOOR SWEEP 39A A ZER1 EA THRESHOLD 655A-223 A ZER1 EA CREDENTIAL READER BY DIV 28 B/O2 EA DOOR CONTACT 679-05HM ~ BLK SCE1 EA POWER SUPPLY PS902 900-2RS 120/240 VAC ~ VONHW SET: 023 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE1 EA POWER TRANSFER EPT10 ~ 689 VON1 EA ELEC CLASSROOM LOCK AD-300-CY-70-MTK-RHO-J 12/24 VDC(BY INTERGRATOR)~ 626 SCE1 EA FSIC PERMANENT CORE EV 29 23-030 626 SCH1 EA SURFACE CLOSER 4040XP SCUSH MC TBWMS 689 LCN1 EA WALL STOP FS18S (TO BE MOUNTED ON WALL) BLK IVE1 EA GASKETING 429AA-S AA ZER1 EA DOOR SWEEP 39A A ZER1 EA THRESHOLD 655A-223 A ZER1 EA PANEL INTERFACE BY DIV 28 (BY INTERGRATOR) ~ B/OEA POWER SUPPLY BY DIV 28 B/OHW SET: 033 EA HINGE 5BB1HW 4.5 X 4.5 NRP 652 IVE1 EA CLASSROOM DEADBOLT B663J 626 SCH1 EA FSIC PERMANENT CORE EV 29 23-030 626 SCH1 EA PUSH PLATE 8200 6" X 16" CFC 630 IVE1 EA PULL PLATE 8305 8" 6" X 16" CFC 630 IVE1 EA SURFACE CLOSER 4040XP MC 689 LCN1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE1 EA WALL STOP WS406/407CCV 630 IVE1 EA GASKETING 488SBK PSA BK ZERHW SET: 043 EA HINGE 5BB1 4.5 X 4.5 NRP (OR AS REQ'DBY FRAME)652 IVE1 EA PASSAGE SET ND10S RHO 626AM SCH1 EA WALL STOP WS406/407CCV 630 IVE3 EA SILENCER SR64 (OR AS REQ'D BY FRAME) GRY IVEHW SET: 053 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE1 EA ENTRANCE LOCK ND53JD RHO 626 SCH1 EA FSIC PERMANENT CORE EV 29 23-030 626 SCH1 EA WALL STOP WS406/407CCV 630 IVE1 EA GASKETING 488SBK PSA BK ZERTTTTTTTTTTT -INDICATED TEMPERED GLASS IN THIS LOCATIONNOTEST -INDICATED TEMPERED GLASS IN THIS LOCATIONNOTES47NO. DESCRIPTION DATE PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:17:25 AMISOMETRICVIEWSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE701K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXNO. DESCRIPTION DATE 7' - 4 3/16"7 5/8"8' - 0 5/8"PROJECT NAME:SHEET NAME:SHEET NUMBER:DESIGNED BY:DRAFTED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460BID DOCUMENTS11/27/201912/2/2019 11:17:40 AMISOMETRICVIEWSCHAD ALLDREDGEalldredgec@byui.edu(208) 496-2659AE702K. JACOB KINVILLE11513Connect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590Weaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.com(208) 529-9504Tanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795Payne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439Engineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501Brigham Young University - Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659CIVIL ENGINEERLANDSCAPE DESIGNERSTRUCTURAL ENGINEERELECTRICAL ENGINEERMECHANICAL ENGINEERARCHITECTURALBRIGHAM YOUNGUNIVERSITY - IDAHOSPORI ANNEXSCALE: 1MECHANICAL ROOM ISOMETRICSCALE: 2RAKU KILN ISOMETRICNO. DESCRIPTION DATE SEISMIC BRACE DETAILSCHANGER DETAILEDRY PENDENT HEADASPRINKLER HEAD COORDINATIONBVERTICAL FIRE RISER DETAILDNOTE:WET RISERWATER SUPPLY FROM CITY WATER MAIN. USE CLASS 53 DUCTILE IRON WHENCROSSING UNDER BLDG FOUNDATION.USE FLEXIBLE GROOVED PIPE COUPLING ONLY IF SEISMIC BRACING IS REQUIRED.SEE NOTE #12.GROOVED BUTTERFLY VALVE WITH INTEGRAL SUPERVISORY SWITCH.DOUBLE CHECK BACKFLOW PREVENTER WITH RELATED TRIM AND GAUGES.3-1/2" DIAMETER WATER GAUGE WITH 1/4" TEST AND ISOLATION VALVE.VANE TYPE WATER FLOW SWITCH.SUPPLY TO WET PIPE FIRE SPRINKLER SYSTEM.SWING CHECK VALVE.RISER MANIFOLD - INCLUDES PRESURE GAUGE, FLOW SWITCH, PRESSURE RELIEFVALVE, AND TEST AND MAIN DRAIN DEVICE.INSPECTOR'S TEST & MAIN DRAIN DEVICE - PIPE TO OUTSIDE.PRESSURE RELIEF VALVE SHALL BE REQUIRED SET AT 175 PSI.- PIPED TO DISCHARGEOUTSIDE.SEISMIC BRACING REQUIRED IN SEISMIC DESIGN CATEGORY C, D, E, F.1/2" AUTOMATIC BALL DRIP VALVE.PIPE TO DRAIN OUTSIDE.WEATHERPROOF ELECTRIC BELL OR HORN AND STROBE (OUTSIDE).OUT TO FIRE DEPARTMENT CONNECTION WITH GALVANIZED SCH 40 PIPING- PROVIDEBALL DRIP WHEN TRAPPING PIPE. SIZE CONNECTION AS REQUIRED. NOTE: PIPE FDC TOREMOTE LOCATION WHEN REQUIRED BY FIRE MARSHAL.GALVANIZED FLANGE AND SPOOL PIECECLASS 53 D.I. FLANGED SPIGOT3/4" A.T.R.3/4" BENT EYE BOLTMECHANICAL JOINT 90° ELLCONCRETE THRUST BLOCK WITH 5 SQ. FEET BEARING AREAUNDISTURBED EARTHLOW TEMPERATURE SENSOR - MOUNTED ON WALL - THIS SWITCH IS PROVIDED UNDERDIVISION 28 OF THE SPECIFICATIONS.SPARE HEAD CABINET WITH SPARE SPRINKLER HEADS AND WRENCHES.LAMINATED SYSTEM MAP WITH SYSTEM START-UP AND SHUT-DOWN INSTRUCTIONS.PROVIDE SLEEVES WHERE PIPING PENETRATES BUILDING AT FLOOR AND WALLS.SEAL AROUND PENETRATION WITH FLEXIBLE MASTIC AT FLOOR. PROVIDE 2"ANNULAR SPACE AROUND AND RESTRAIN FLANGE SPIGOT.5'-6" MIN.0'-6"1'-0"FLOORSLEEVEWET RISER DETAIL NOTESFSTSTSLTITIT262524232221202122231201919181716151418172345131416131211109876255963582410115432172121526NOTE:BRACE PIPINGSTEEL DECKPROVIDE SEISMIC BRACING ONLY INSEISMICALLY ACTIVE AREAS. BRACING SHALLCONFORM TO THE REQUIREMENTS OF NFPA13 AND ALL STATE AND LOCAL CODES.BRACE PIPINGSTEEL DECKSTEEL ROOF DECK3/8" ALL-THREAD RODBRANCHLINE PIPESTEEL STRUCTURERETAINING STRAPSTEEL STRUCTUREBEAM CLAMP WITHSET SCREWSTEEL ROOF DECKRETAINING STRAP3/8" ALL-THREAD RODBRANCHLINE PIPE3" MIN.CLEARCEILINGSPRINKLER HEAD6"' MIN.3" MIN.CLEAR"X"CEILINGCOLD BARRIERDRY PENDENT BARRELCOUPLINGPIPECEILINGCOUPLINGCOLD BARRIERDRY PENDENT BARRELNO SCALENO SCALENO SCALENO SCALEPENDANTSPRINKLER HEADPENDANTSPRINKLER HEADFLOW SWITCHINSPECTORS TESTLOW TEMPERATURE SENSORTAMPER SWITCHSYMBOLSFSITLTTSBEAM CLAMP WITH SET SCREWSTEELBARJOISTQUICK CLAMP SWAY BRACEATTACHMENTQUICK END THREADLESS BRACEFITTING1/2" NUT, BOLT &WASHER (2 PLCS)QUICK CLAMP SWAYBRACE ATTACHMENTQUICK 4-WAY LONGITUDINALSWAY BRACE CLAMPQUICK ENDTHREADLESS BRACEFITTING (2 PLCS)STEELBARJOIST1/2" NUT, BOLT &WASHER (2 PLCS)WHITE ESCHUTCHEON WITHWHITE EXTENSIONHVAC GRILLE ORREGISTERWHITE ESCHUTCHEON WITHWHITE EXTENSIONCEILINGLIGHTFIXTURESPRINKLERPIPINGSPRINKLERPIPINGCONCEALED HEADSWITH CAPWHITE CANOPYESCUTCHEONSPRINKLERPIPINGSPRINKLERPIPINGUPRIGHT SPRINKLER WHERESTRUCTURE IS EXPOSED ORIN ABOVE CEILINGINSTALLATIONS.ROOF SYSTEMLOCATION OF DRY SPRINKLER PLUGAND SEAL TO BE IN WARM SPACEWET PIPE SYSTEM INWARM SPACELOCATION OF DRY SPRINKLER PLUG ANDSEAL TO BE IN WARM SPACEDISTANCE 'X' BETWEEN COLDBARRIER AND THE SEAL FORTHE DRY PENDENT HEADSHALL NOT BE LESS THAN 12"WET PIPE SYSTEM INWARM SPACEPROVIDE AND INSTALL DRY PENDENT HEADSIN ALL PLACES WITH FREEZING POTENTIALAND WHERE OUTSIDE BUILDING INSULATIONENVELOPE.FREEZINGAPPLICATIONS(TEMPERATURES LESSTHAN 32°F)RECESSED WHITEESCUTCHEON ATSUSPENDED CEILINGSRUN MAIN SPRINKLER LINES THRU CLASSROOMS. PIPING WILL BE EXPOSED.HATCHED AREA IDENTIFIES UPPER LEVEL MECHANICAL SPACE(TYPICAL)RUN MAIN SPRINKLER LINES THRU CLASSROOMS. PIPING WILL BE EXPOSED.CROSS HATCHED AREA INDICATES HIGH HAZARD COVERAGE.FIRE RISER AND ALARM VALVE. SEE DETAIL D/FS1.1.NOTE:PIPE ROUTING IS SHOWN FOR REFERENCE ONLY. ACTUAL SYSTEM SHALL BE HYDRONICALLY CALCULATED AS PER NFPA 13 REQUIREMENTS.OFFICE105FOYER1-BOFFICE100VESTIBULE1-AVESTIBULE1-CCERAMICS CLASSROOM104HALLWAY1-DSCULPTURE CLASSROOM101MEN'S RESTROOM102WOMEN'S RESTROOM103MECHANICAL & ELECTRICAL ROOM119BCUSTODIAL ROOM119ADATA ROOM119CPLASTER AREA101BFURNITURE STORAGE AREA101ADAMP ROOM104AGLAZING ROOM118KILN ROOM112HALLWAY1-ETOOL ROOM114WOOD SHOP110B.F.A. STUDIO113KILN ROOM112RAKU KILN AREA115MECHANICAL RISER ROOM116CLAY MIXING & DRY STORAGE117CLAY STORAGE117AHALLWAY1-F11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUSDATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:01 AMFIRE SPRINKLERSYSTEM FLOORPLANFS1.1FIRE SPRINKLER SYSTEM FLOOR PLANSCALE: 1/8" = 1'-0"NNO. DESCRIPTION DATE DF-1S-3L-1L-1L-1L-1WC-2U-1WC-1WC-1FD-1FD-1S-3FD-1FD-1FD-1JS-1WCOCB-1S-2PT-1ANDPT-12" V2" V4" WASTE DOWN AND 2" VENT UP. (TYP.)2" W2" W2" V2" V2" V4" W2" W4" W4" W2" V2" V (C.I.)2" VTRENCH DRAIN INSTALLATION BY GENERAL CONTRACTOR. SEE DETAIL C/P3.1FS-1FS-16" RD6" RDSEE SHEET M1.0 PLAN FOR CONTINUATIONSEE SHEET M1.0 PLAN FOR CONTINUATION2" W6" RD6" RD4" W4" WINVERT ELEV. = 98'-6"WCOSEE SITE PLAN ON SHEET M1.0 FOR CONTINUATION2" GAS (2PSI)2" STEAM2" COND. RETURN2" COND. RETURN2" STEAM325FD-2FRENCH DRAIN SUMP. SEE DETAIL E/P3.27446SEE DETAIL A/P3.2SEE DETAIL A/P3.22"VFD-1PT-28PT-1S-1AND2" V1S-24" WRISE ROOF DRAIN UP IN WALL. SEE SHEET P1.1 FOR CONT.1/2" CW LINE UP TO TRAP PRIMER. SEE DETAIL D/P3.11/2" CW (TYP.)RISE ROOF DRAIN UP IN WALL. SEE SHEET P1.1 FOR CONT.COTGINVERT ELEV 97'-0"SEE SITE PLAN FOR CONTINUATION4" FIRE2" CW4" FIRE2" CWMIN10' - 0 3/16"WCO3" VTR4" WCOTG(C.I.)(C.I.)(CAST IRON)(C.I.)3" V4" W2" W2" WSIDEWALKOFFICE105VESTIBULE1-CFOYER1-BOFFICE100VESTIBULE1-AHALLWAY1-DSCULPTURE CLASSROOM101CERAMICS CLASSROOM104WOMEN'S RESTROOM103MEN'S RESTROOM102FURNITURE STORAGE AREA101AWOOD SHOP110B.F.A. STUDIO113KILN ROOM112TOOL ROOM114HALLWAY1-EKILN ROOM112CLAY MIXING & DRY STORAGE117CLAY STORAGE117ARAKU KILN AREA115MECHANICAL RISER ROOM116GLAZING ROOM118DAMP ROOM104A4" W2" W2" V2" V4" W2" W2" V2" V2" V2" V2" V2" V2" V1 1/2" V2" V4" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V2" V2" V2" V1 1/2" V2" V2" V2" V2" V4" W2" W2" W2" W2" W2" W2" W2" W2" W4" W2" V4" W4" W2" W2" V2" V2" V2" W4"VTR1 1/2" V2" W2" W2" W1 1/2" W1 1/2" W1 1/2" W1 1/2" W1 1/2" W1 1/2" W2" W2" W2" W2" V2" V3"VTRSEE SHEET P1.1 FOR CONTINUATIONSEE FLOOR PLAN ON SHEET P1.1 FOR CONTINUATION.TRAP PRIMER. SEE DETAIL D/P3.1 FOR TYPICAL INSTALLATION.1/2" 'PEX' LINE TO FLOOR DRAINS. (TYP.)1/2" CW1/2" HW1/2" HW1/2" CW1/2" HW1/2" CW1/2" CW1/2" HW1/2" CW3/4" CW2" CW3/4" CW3/4" CW3/4" CW2" CW2" CW3/4" HW3/4" CW3/4" HW1/2" CW1/2" CW1/2" HW3/4" HW1/2" CW1/2" HW1/2" CW1/2" HW3/4" CW1" CW3/4" HW1/2" CW1/2" HW1/2" HW1/2" CW3/4" CW1/2" CW1" CW1/2" CW1/2" 'PEX' LINE TO FLOOR DRAINS. (TYP.)3/4" HW3/4" HW3/4" HW3/4" HW3/4" HW3/4" HW3/4" HW3/4" HW3/4" HW11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:23 AMFOUNDATIONPLUMBING PLANP1.0FOUNDATION PLUMBING PLANSCALE: 1/8" = 1'-0"NWASTE AND VENT RISER DIAGRAMNO SCALE:WATER PIPING ISOMETRICNO SCALE:S-1S-3S-3WH-1DF-1L-1L-1L-1L-1WC-2WC-1U-1HB-2JS-1WC-1S-3PT-1S-3PT-1FD-1FD-1FD-1FD-1FD-1WC-1WC-1U-1L-1DF-1L-1L-1WC-2JS-1SEE FOUNDATION PLAN FOR CONTINUATION.SEE SHEET P1.0 FOR CONTINUATIONL-1P-TRAPP-TRAPWCORISE 4" FIRE LINE UP THRU FLOOR AND CONNECT TO FIRE ALARM VALVE AND RISER. SEE LARGE SCALE PLAN ON SHEET M2.1 AND FIRE RISER DETAIL D/FS1.1 FOR PIPING CONNECTIONS.RISE 2" COLD WATER LINE UP THRU FLOOR AND CONNECT TO PRESSURE REDUCING STATION. SEE LARGE SCALE PLAN ON SHEET M2.1 AND DETAIL A/P3.1 FOR PIPING CONNECTIONS.RISE 2" GAS LINE (2PSI) UP IN MECHANICAL ROOM. SEE LARGE SCALE PLAN ON SHEET M2.1 FOR CONTINUATION.2" STEAM SUPPLY AND 2" CONDENSATE RETURN LINES BELOW GRATE. INSTALL PIPING WITH GILSULATE TYPE DIRECT-BURY PIPE INSULATION. SEE DETAILS A/M1.0 AND B/M1.0 FOR TYPICAL INSTALLATION.RISE 2" STEAM LINE UP IN MECHANICAL ROOM AND CONNECT TO PRESSURE REDUCING VALVES AND HEAT EXCHANGER. RISE 2" CONDENSATE RETURN LINE UP AND CONNECT TO CONDENSATE PUMP. SEE LARGE SCALE MECHANICAL ROOM ON SHEET M2.1 FOR CONTINUATION.PROVIDE FLOOR DRAIN WITH 4" LINE CONNECTION AND NO P-TRAP AS SPECIFIED. RUN 4" WASTE LINE TO FRENCH DRAIN SUMP.PROVIDE AND INSTALL FRENCH DRAIN SUMP BELOW GRADE AT 10'-0" MINIMUM FROM BUILDING. COORDINATE SUMP LOCATION WITH OTHER PIPING AND LAWN SPRINKLER SYSTEM. SEE DETAIL E/P3.2 FOR TYPICAL INSTALLATION.PROVIDE AND INSTALL PLASTER TRAP AS SPECIFIED BELOW GRADE. REFER TO DETAIL C/P3.2 FOR TYPICAL INSTALLATION.12345678PLAN NOTES:FD-1TP-1(CAST IRON)SEE SHEET P1.0 FOR CONTINUATIONNO. DESCRIPTION DATE 3/4" CW3/4" CW3/4" CW3/4" CW1 1/4" G3/4" G3/4" HWF2FC4FC5FC3FC1DF-1S-3L-1L-1L-1L-1WC-2U-1WC-1WC-1FD-1FD-1HB-1HB-1CB-1S-3S-2WH-112211S-13331111HB-21010HB-2FD-1FD-1FD-1JS-14COTG4" WATER LINE UP THRU FLOOR. CONNECT TO FIRE RISER AND ALARM VALVE. SEE DETAIL D/FS1.12" COLD WATER LINE UP THRU FLOOR. CONNECT TO PRV VALVE. SEE DETAIL A/P3.1 FOR PIPING CONNECTIONS.REFER TO LARGE SCALE PLAN (THIS SHEET) FOR PIPE SIZES IN TOILET ROOMS.PT-1PT-1OF-1RD-1OF-1RD-1OF-1RD-1OF-1RD-1FS-1FS-1341 1/2" G4" OF4" OF4" OF4" OF2" CW2" CW1313WF-1WF-1771 1/2" (2 PSI) GAS LINE UP ABOVE GRADE. EXTEND THRU WALL AT 12" ABOVE FLOOR.1 1/2" G2" VTR2" VTR3/4" HWWCOWCOFD-24" RD4" RD4" RDFC61412126" OFFC8FC7886" OF124" RD4" RD14124" RD93" VTR AND WCORISE PIPING UP TO 11'-0" ABOVE FLOOR6" RD6" RDPT-23/4" CD3/4" CD3/4" CD3/4" CD3/4" CDPT-1HX21" G1" G1" GFD-12" V3/4" CD3/4" CD15RAISE GAS LINE UP TO ROOFWCOTYPICAL PRESSURE REGULATORAC-1AC-1AC-2AC-2AC-2AC-1AC-1AC-1AC-2AC-2S-2AC-22276 SQ. FT. ROOF AREA2276 SQ. FT. ROOF AREA2276 SQ. FT. ROOF AREA2276 SQ. FT. ROOF AREAREFER TO LARGE SCALE MECHANICAL ROOM ON SHEET M2.1 FOR ALL EQUIPMENT AND PIPING IN THIS ROOM.1" A1" A1" A1" A1" A3/4" A3/4" A3/4" A3/4" A16171" ATP-11 1/2" VBELOW GRADE. SEE C/P3.2HB-2SCULPTURE CLASSROOM101VESTIBULE1-AOFFICE100FOYER1-BOFFICE105VESTIBULE1-CCERAMICS CLASSROOM104HALLWAY1-DWOMEN'S RESTROOM103MEN'S RESTROOM102KILN ROOM112DATA ROOM119CCUSTODIAL ROOM119AMECHANICAL & ELECTRICAL ROOM119BHALLWAY1-FGLAZING ROOM118DAMP ROOM104ACLAY MIXING & DRY STORAGE117CLAY STORAGE117ARAKU KILN AREA115FOUNDRY, FORGE & WELDING AREA111B.F.A. STUDIO113WOOD SHOP110PLASTER AREA101BFURNITURE STORAGE AREA101ATOOL ROOM114MECHANICAL RISER ROOM116183/4" HWRP-13/4" HW3/4" HW3/4" HW3/4" HW3/4" CW2" CW3/4" CW3/4" CW1/2" CW3/4" HWFC2FC4FC5FC3FC1DF-1S-3L-1L-1L-1L-1WC-2U-1WC-1WC-1FD-1FD-1S-3WH-1122116HB-2FD-1FD-1FD-1JS-12" CW3/4" CD3/4" CD2" V3/4" HW1/2" CW1/2" HW1/2" CW2" V3/4" CW2" CW52" CWSEE FLOOR PLAN FOR CONTINUATION53/4" HW2" V3/4" CD3/4" CD3/4" CD3/4" HW3/4" HWFC6SEE FLOOR PLAN FOR CONTINUATIONSEE FLOOR PLAN FOR CONTINUATIONPT-1PT-17753/4" HW2" CW3/4" CD63/4" HW93"VTR & WCO2" V2" V3/4" CW3/4" CD3/4" CD3/4" CD3/4" CDSEE FLOOR PLAN FOR CONTINUATIONSEE FLOOR PLAN FOR CONTINUATIONFD-1(2)(2)2" V4" VTR(2)AC-1AC-13/4" A3/4" A1" A1" A1" A1" AAC-2161" A1" A1" A1" AAT FLOORTP-1WOMEN'S RESTROOM103MEN'S RESTROOM102HALLWAY1-DMECHANICAL & ELECTRICAL ROOM119BCUSTODIAL ROOM119ADATA ROOM119CDROP 1 1/4" CHS & CHR DOWN TO COIL BELOWDROP 1 1/4" CHS & CHR DOWN TO COIL BELOW3/4" HW11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:27 AMPLUMBINGFLOOR PLANP1.1PLUMBING FLOOR PLANSCALE: 1/8" = 1'-0"NLARGE SCALE TOILET ROOMS PLUMBING PLANSCALE: 1/4" = 1'-0"NNEW HORIZONTAL FAN COIL UNIT WITH HOT WATER HEATER COIL AND CHILLED WATER COOLING COIL FURNISHED AND INSTALLED ON MEZZANINE BY MECHANICAL CONTRACTOR. CONNECT 3/4" DRAIN LINE TO DRAIN PAN BELOW EQUIPMENT. CONNECT SEPERATE 3/4" DRAIN LINE TO FAN COIL UNIT AND CHILLED WATER COIL. RUN (2) SEPERATE DRAIN LINES TO NEAREST FLOOR DRAIN OR FLOOR SINK. REFER TO HORIZONTAL FAN COIL PIPING DETAIL B/M3.1 FOR TYPICAL PIPING CONNECTIONS.NEW VERTICAL FAN COIL UNIT WITH HOT WATER HEATING COIL AND CHILLED WATER COOLING COIL FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. CONNECT 3/4" DRAIN LINE TO FAN COIL UNIT AND DX COIL. RUN DRAIN LINE TO NEAREST FLOOR DRAIN OR FLOOR SINK. REFER TO VERTICAL FAN COIL PIPING DETAIL A/M3.1 FOR TYPICAL PIPING CONNECTIONS.PROVIDE PRESSURE REGULATOR IN 3/4" GAS LINE ABOVE CANOPY HOODS. DROP 1" GAS LINE (LOW PRESSURE) DOWN AND CONNECT TO GAS FIRED KILN WITH SHUT-OFF VALVE AND FLEXIBLE HOSE. REFER TO DETAIL F/P3.1 FOR TYPICAL GAS LINE CONNECTION.RUN GAS LINE (2 psi) NEAR ROOF AS SHOWN. COORDINATE PIPING WITH CANOPY HOODS AND DUCTWORK, BUILDING STRUCTURE AND SKY LIGHT.DROP 3/4" CONDENSATE DRAIN LINES DOWN WALL TO FLOOR DRAIN. SECURE PIPING TO WALL AND COORDINATE WITH OTHER PIPING AND EQUIPMENT. REFER TO DETAIL O/P3.1RUN HOT AND COLD WATER LINES IN CEILING SPACE BELOW MEZZANINE DECK. COORDINATE WITH OTHER PIPING. DROP INDIVIDUAL LINES DOWN AT EACH FIXTURE. REFER TO PIPING DIAGRAMS ON SHEET P1.0 FOR COMPLETE LINE SIZES AND CONNECTIONS.PROVIDE AND INSTALL SOLIDS INTERCEPTOR AS SPECIFIED AND CONNECT TO WASTE LINE OF SINK. LOCATE INTERCEPTOR IN ACCESSIBLE LOCATION. REFER TO DETAIL A/P3.2.CEILING MOUNTED FAN COIL UNIT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. COMPLETE WITH CONDENSATE PUMP. ROUGH-IN AND CONNECT 3/4" CONDENSATE DRAIN LINE. RUN NEW (PUMPED) DRAIN LINE AS SHOWN TO FLOOR DRAIN IN MECHANICAL ROOM.WALL MOUNTED FAN COIL UNIT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. ROUGH-IN AND CONNECT 3/4" CONDENSATE DRAIN LINE. DROP DRAIN LINE DOWN WALL TO FLOOR DRAIN IN MECHANICAL ROOM.PROVIDE SHUT-OFF VALVE IN 3/4" COLD WATER LINE TO EXTERIOR HOSE BIBB. LOCATE VALVE IN ACCESSIBLE LOCATION AND LABEL.CONCRETE TRENCH DRAIN AND CATCH BASIN (WITH GRATE) FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. REFER TO DETAIL C/P3.1. RUN 4" WASTE LINE TO BELOW FLOOR BETWEEN CATCH BASIN AND SOLIDS INTERCEPTOR. (PT-2)PROVIDE AND INSTALL 4" ROOF DRAIN AND OVERFLOW DRAIN AS SPECIFIED. REFER TO DETAIL N/P3.1 FOR TYPICAL INSTALLATION. RUN DRAIN LINE AND OVERFLOW LINE AT 1/4" SLOPE PER FOOT AND KEEP PIPING AS HIGH AS POSSIBLE. COORDINATE PIPE ROUTING WITH ROOF JOISTS. PIPING TO BE KEPT IN JOIST SPACE AS MUCH AS POSSIBLE. EACH DRAIN COVERS 2276 SQUARE FOOT OF ROOF AREA.DROP 6" ROOF DRAIN LINE DOWN IN WALL. PIPING TO BE LOCATED INSIDE VESTIBULE WALL TO PREVENT FREEZING.EXTEND 6" OVERFLOW DRAIN LINE THRU EXTERIOR WALL WITH WALL FLANGE. KEEP PIPING AS HIGH AS POSSIBLE.PROVIDE AND INSTALL BELOW GRADE SOLIDS INTERCEPTOR (PT-2) AS SPECIFIED. REFER TO DETAIL C/P3.2 FOR TYPICAL INSTALLATION. INTERCEPTOR TO BE INSTALLED BELOW SIDEWALK WITH MANHOLE ACCESS FLUSH WITH SIDEWALK.ELECTRIC WATER HEATER COMPLETE WITH RECIRCULATING PUMP, THERMAL EXPANSION TANK AND MIXING VALVE. REFER TO DETAIL G/P3.1 FOR TYPICAL PIPING CONNECTIONS.AIR COMPRESSOR FURNISHED BY OWNER. ROUGH-IN AND CONNECT 3/4" AIR LINE AND RUN TO OUTLETS AS SHOWN. FIELD VERIFY EXACT LOCATION OF AIR COMPRESSOR AND ADJUST PIPING ROUGH-IN TO MATCH. REFER TO LARGE SCALE PLAN ON SHEET M2.1 AND TO DETAIL B/P3.2 FOR TYPICAL PIPING CONNECTIONS.1PLAN NOTES:234567891011121314151617NO. DESCRIPTION DATE WALL INSTALLATIONPIPE SUPPORTSMIN. CLEARANCESFLOOR CLEANOUT (FCO)CLEANOUT TO GRADE (COTG) WALL CLEANOUT (WCO)MVERTICAL WATER PRESSURE REDUCING STATIONACLEAN OUT DETAILSBCATCH BASIN INSTALLATION DETAILSCGAS LINE CONNECTION DETAILFCOMPRESSED AIR OUTLET DETAILSETRAP PRIMER DETAILDWATER HEATER PIPING DIAGRAMGEXTERIOR HOSE BIBB DETAILHINTERIOR HOSE BIBB DETAILJPEX PIPE FITTING DETAILSKINDIRECT DRAIN DETAILOROOF DRAIN DETAILNPEX PIPE HANDLING DETAILSMPEX PIPE INSTALLATION DETAILSLDO NOT USE IN ANY APPLICATION WHERE TUBING WILL BE EXPOSED TO DIRECT SUNLIGHT.DUPLEX OUTLETS (AC-2)SINGLE OUTLET (AC-1)RM3/4"WATER HEATER ANCHORRECIRC. PUMPAQUASTATCOLD WATER LINEHOT WATER LINEDIELECTRIC UNION (TYP)HEAT TRAP FITTINGTHERMOMETERELECTRICDRAIN VALVE W/ THREADEDHOSE CONNECTIONT&P RELIEF VALVE SIZEDTO MATCH WATERHEATERAMTROL ST-5EXPANSION TANKBALL VALVE(TYPICAL)HOT WATERRECIRCMIXING VALVE FORTEMPERED WATERPIPE FULL SIZETO FLOOR DRAINWATER HEATERNO SCALEFLOORVALVE HOUSINGREMOVABLE KEYGRADEREMOVABLE KEYCOUNTERTOP WHERE SHOWNFLOORINTERIOR WALLCEILING ESCUTCHEONCEILINGFLOORRUN BELOW TRUSSESBALL VALVE (TYP)TYPICAL UNIONSUPPLY TO BUILDINGPEX PIPINGCLAMPMETAL STUD12"6"PEX PIPING3/8" 4"1/2" 5"3/4" 7"1" 9"WASTE LINEFLOOR LINEFINISH GRADE1'-0"1/8 BENDFLOOR LINEWALL1/8 BENDEARTH FILLEARTH FILL4" MIN. CONCRETEGRATE FRAMEFINISHED FLOORREFER TO ARCHITECTS FLOOR PLAN FOR LENGTH4" WASTE6"4" MIN. CONCRETE18" MAX24"4" MIN.CAPTEECONCRETE FILLSLABSTRUCTURALFLOOR DRAINOUTLET TO P-TRAPCEMENT BEDFLOORING IF APPLICABLE1/2" PEX120V - 1 POWERTYPICAL UNIONVACUUM BREAKER3/4" CW LINEOVERFLOWOVERFLOW LINEROOF DECKRDLUNDERDECKCLAMPROOF DRAIN36" SQUAREFLASHING UNDERSINGLE PLY ROOFMEMBRANERIGID INSULATION3'-0"DRAINWATER2" HIGHDAMINDIRECT WASTELINE EXPOSEDDOWN WALLFINISHED FLOORFLOOR DRAINOR FLOOR SINKSERVICE SINK6" VERTICAL18" MAX.DRIP LEG SAMESIZE AS DROPGROUND JOINTMANUAL MAINSHUT-OFF VALVECASINGEQUIPMENTFLEXIBLE GASCONNECTOR.UNION3/4"MAIN. SEEDROP FROMPLAN FOR SIZENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENOTE:STAINLESS STEEL CAMP BANDS AREALSO PERMITTED FOR REINFORCINGRING.ALL JOINTS (TEES. ELBOWS, COUPLINGS, ETC.) ARE JOINTED SIMILARLY.THIS TYPE (COLD EXPANSION) OF FITTING REQUIRES THAT THE PEX PIPING, WITH REIFORCING PEX RING PLACED OVERTHE END OF THE END OF THE PIPE, IS EXPANDED BEFORE THE FITTING IS INSERTED INTO THE PIPE END. THE EXPANDEDPIPE END IS ALLOWED TO RETRACT ONTO THE FITTING TO FORM THE SEAL. THE MEMORY OF THE PIPE ALLOWS IT TOTIGHTEN OVER THE FITTING. AN EXPANDER TOOL IS REQUIRED TO EXPAND THE PIPE AND THE PEX RING TOGETHER.REINFORCED RINGPOLYMER, COPPER, BRONZE ORBRASS FITTINGPEX PIPING ASSHOWN ONPLANS3/4" HOSE CONNECTIONWITH ANTI-SIPHON VACUUMBREAKERHOSE BIBB TO HAVE POLISHEDCHROME FINISH1/2" COLD WATER LINEDOWN IN WALLSECURE PIPE TO WALLSTUD AT RISE WITH PIPECLAMP12" MIN.18" MAX.3/4" HOSE CONNECTIONWITH ANTI-SIPHON VACUUMBREAKEREXTERIOR WALLGROUT AROUNDBIBB IN WALL3/4" COLD WATER LINEDOWN IN WALLSECURE PIPE TO WALLSTUD AT RISE WITH PIPECLAMPADJUSTABLECLAMP12" MIN.24" MAX.PIPE SUPPORTS:PLASTIC HANGERS AND STRAPS ARE RECOMMENDED, BUTMETAL SUPPORTS WHICH ARE DESIGNED FOR USE WITHPLASTIC TUBING CAN BE USED.DO NOT USE SUPPORTS THAT PINCH OR CUT THE TUBING.SUPPORT SHOULD ALLOW FREE TUBING MOVEMENT.INSPECT ALL SUPPORTS PRIOR TO INSTALLATION TO ENSURETHAT SHARP EDGES DO NOT EXIST THAT CAN DAMAGE THETUBING.WALL STUD (WOOD ORMETAL SIMILAR)NAIL PLATEVERTICAL TUBING TO BE SUPPORTED EVERY 8'-0"WHEN PENETRATING METAL STUDS, UTILIZE A BUSINGDESIGNED FOR PLASTIC TUBING.SUPPORTS SHALL BE INSTALLED AT CHANGES IN DIRECTIONTO RELIEVE STRESS AS SHOWN.WOODSTUDCLAMP ATTURNAPPROVED BUSHINGHEATSOURCEKEEP TUBING A MINIMUM OF12" VERTICALLY OR 6"HORIZONTALLY FROMSOURCES OF HIGH HEAT SUCHAS LIGHT FIXTURES, FLUES ORHEATING EQUIPMENT.NOTE:USE ONLY CONTINUOUS LENGTH TUBING (NOFITTINGS) WHEN INSTALLING PEX UNDER ORWITHIN A SLAB. PROTECT PEX TUBING WITHNONMETALLIC SLEEVES WHERE IT PENETRATESA SLAB OR FOUNDATION WALL.DO NOT CRUSH ORKINK TUBINGMIN. RADIUSBENDINGTUBING SIZETUBING AND FITTINGS SHALL BE STORED UNDERCOVER FORCLEANLINESS AND TO AVOID EXPOSURE TO SUNLIGHT.CONSULT MANUFACTURER FOR RECOMMENDED LIMITS TOOUTSIDE STORAGE.DO NOTE DRAG TUBING OVERROUGH TERRAIN, ROCKS, OR ANYSURFACE THAT CAN CUT,PUNCTURE OR DAMAGE TUBINGWALL.VENT REGULATOR TOOUTSIDE ASRECOMMENDED BYMANUFACTURER.GAS PRESSURE REGULATOR (2 psiTO 0.5 psi)1/2" 'PEX' PIPING TO ADDITIONAL FLOORDRAIN AS REQUIRED.WATERPROOFMEMBRANE WHEREREQUIREDCAP ALL UNUSEDPORTSOVER RIDESWITCHSOLENOIDVALVE3/4" COLD WATER LINEBALL TYPE SHUT-OFFVALVEPOWER BOX WITH 24 HOURTIME CLOCKRECESS MOUNTED TRAP PRIMER MANIFOLD BOX COMPLETE WITHCOVER. MOUNT WHERE SHOWN ON PLANS.SLEEVE FLOOR PENETRATIONSAROUND WATER SUPPLY LINESWATER SUPPLY TOBUILDINGPRESSURE GAGE0 - 100 PSI RANGE3/4" HOSETHREAD FITTINGCOMBINATION PRESSURE REDUCING VALVEAND STRAINER. SET DISCHARGE AT 60 PSIGDOUBLE CHECK VALVE BACKFLOWPREVENTER WITH BALL VALVES ANDSTRAINERCLEANOUT SHOULD NOT BELOCATED IN CARPETEDAREA.BALANCE OF PIPING SAMEAS CLEANOUT TO GRADE.16" SQUARE CONC PADTROWEL SMOOTHBRASS CLEANOUT PLUG WITHCOUNTER SUNK HEADCLEANOUT ANDACCESS COVER.TOP OF COVER TOBE FLUSH WITHTOP OF FLOOR.1/8 BEND IF CLEANOUTOCCURS AT END OF LINE.1/8 BENDWASTE LINE.LENGTH TO SUIT.CHROME WALLCOVER ANDSCREWPLUGGED TEE WITHCLEANOUTMAY EXTEND AS AWASTE OR VENTBALANCE OF PIPING SAME ASCLEANOUT TO GRADE.POUR-IN-PLACE CONCRETE TRENCH DRAINS WITH TRAFFIC RATED GRATESFURNISHED AND INSTALLED BY GENERAL CONTRACTOR. PLUMBINGCONTRACTOR TO EXTEND 4" WASTE LINE IN CATCH BASIN NEAR FLOOR. PROVIDEFLOOR CLEAN OUT ON WASTE LINE AND RUN TO PLASTER TRAPAS SHOWN ON SHEET P1.0GRADE AT 1/4" PERFOOTHEAVY DUTY TRAFFIC RATE GRATE FULLLENGTH OF TRENCH BY GENERAL CONTRACTOR (SEE FLOOR PLAN)24" MIN.4" INLET8"MOUNT AT 48"ABOVE FLOORHOSE CLAMPFLEXIBLE HOSETO EQUIPMENT1/2" AIR PIPINGBALL TYPESHUT-OFF VALVESECURE TO WALLWITH PIPE CLAMPDEVILBISS MODEL P-HC-235'QUICK-CONNECT' COUPLINGOR APPROVED EQUALMALE END TO BESUPPLIED WITHEQUIPMENT.WALLMOUNT AT 48"ABOVE FLOORHOSE CLAMPFLEXIBLE HOSETO EQUIPMENT1/2" AIR PIPINGBALL TYPESHUT-OFF VALVESECURE TO WALLWITH PIPE CLAMPMALE END TO BESUPPLIED WITHEQUIPMENT.WALLPROVIDE (2) COUPLERS AT EACHDROP LOCATION.24" SQUAREELBOW DOWN 90°TO RECEPTOR.(MAINTAIN CODEREQUIRED AIRGAP)ELBOW DOWN 90°TO RECEPTOR.(MAINTAIN CODEREQUIRED AIRGAP)11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:27 AMPLUMBINGDETAILSP3.1NO. DESCRIPTION DATE NO SCALENO SCALEVENTWASTEHOTCOLDSYM.FIXTURE SCHEDULEDESCRIPTIONWH-1------3/4"3/4"WATER HEATER - A.O. SMITH MODEL ECL-50 WITH 50 GALLON CAPACITY, (2) 4.5 KWNON-SIMILTANEOUS ELEMENTS (208/60/1), 3/4" SUPPLIES AND T&P RELIEF VALVE, THERMALEXPANSION TANK, HEAT TRAP NIPPLES AND SYMMONS 7-200 MIXING VALVE. SEE DETAILG/P3.1U-1------3/4"---URINAL - KOHLER MODEL 4984-T "FRESHMAN" WITH SLOAN 8186 OPTIMA PLUS BATTERYPOWERED SENSOR FLUSH VALVE AND WALL CARRIER. SEE ARCHITECTURAL DRAWINGS FORMOUNTING HEIGHT.WF-1---6"------6" WALL FLANGE - JAY R. SMITH MODEL 1770 WITH ROUGH-BRONZE FINISH AND WALLFLANGE. MOUNT AS HIGH AS POSSIBLE.ADA WALL MOUNTED WATER CLOSET - KOHLER K-4368 "HIGHCLIFF" WITH ELONGATED BOWL,K-4670C OPEN FRONT SEAT, SLOAN 8111 OPTIMA PLUS (BATTERY POWERED) SENSOR FLUSHVALVE AND WALL CARRIER.WC-12"4"1"---S-11-1/2"1-1/2"1/2"1/2"SINGLE COMPARTMENT SINK - ELKAY MODEL DLR-221910 STAINLESS STEEL SINK WITHLKE-4121 HI-ARC FAUCET WITH LEVER HANDLE CONTROL, 99 HEAVY DUTY STRAINER, AND 1/2"STOPS. RUN WASTE LINE TO PLASTER TRAP. REFER TO DETAIL A/P3.2WALL MOUNTED WATER CLOSET - KOHLER K-4368 "HIGHCLIFF" WITH ELONGATED BOWL,K-4670C OPEN FRONT SEAT, SLOAN 8111 OPTIMA PLUS (BATTERY POWERED) SENSOR FLUSHVALVE AND WALL CARRIER.WC-22"4"1"---TP-1------3/4"---TRAP PRIMER - ZURN Z-1020XL-10 TRAP PRIMER SYSTEM. MOUNT RECESSED IN WALL WITHCOVER. RUN 1/2" COLD WATER LINE TO EACH TRAP AS SHOWN ON FLOOR PLANS. REFER TODETAIL D/P3.1 FOR INSTALLATION.NO SCALEVENTWASTEHOTCOLDSYM.FIXTURE SCHEDULEDESCRIPTIONHB-1------3/4"---EXTERIOR HOSE BIBB - ZURN Z-1310 "ECOLOTROL" WITH REMOVABLE HANDLE AND VACUUMBREAKER. LENGTH TO SUIT WALL THICKNESS. REFER TO DETAIL H/P3.1 FOR TYPICALINSTALLATION.BI-LEVEL DRINKING FOUNTAIN - ELKAY MODEL LZSTL8WSLK WITH BOTTLE FILLER STATIONAND FILTER, FRONT BAR OPERATORS, 1/2" STOP, 1-1/2" P-TRAP, AND FLEX-GUARD SAFETYBUBBLER.1-1/2"1-1/2"1/2"---DF-12"4"FS-1------FLOOR SINK - ZURN Z-1900-3 WITH 3/4 GRATE, WHITE ENAMEL FINISH, DOME STRAINER AND 4"DEEP SEAL P-TRAP. RUN 1/2" COLD WATER LINE TO TRAP PRIMER.2"2"1/2"1/2"FLOOR MOUNTED SERVICE SINK - KOHLER K-6710 "WHITBY" WITH K-8940 WIRE RIM GUARD,K-9142 PERFORATED STRAINER AND 2" DEEP SEAL P-TRAP; MOUNT K-8908-CP FAUCET ONWALL COMPLETE WITH VACUUM BREAKER, WALL BRACE, AND PAIL HOOK. PROVIDE 5'-0"RUBBER HOSE AND WALL CLIP.JS-12"2"FD-11/2"---2" FLOOR DRAIN - ZURN Z-400-N WITH 5" Dia. NICKEL-BRONZE STRAINER AND 2" DEEP SEALP-TRAP. RUN 1/2" COLD WATER LINE TO TRAP PRIMER. REFER TO DETAIL D/P3.1 FOR TYPICALINSTALLATION.1-1/2"1-1/2"1/2"1/2"WALL MOUNTED LAVATORY - KOHLER K-2032-N (SIZE 20x18) "GREENWICH" WITH K-7715 OPENGRID STRAINER, SLOAN EBF-85 INFRARED FAUCET (BATTERY), 1/2" STOPS, 1-1/2" P-TRAP, ANDWALL CARRIER. PROVIDE INSULATING JACKET ON WASTE AND HOT WATER LINES.L-1CATCH BASIN AND TRENCH DRAIN - CONCRETE CATCH BASIN AND TRENCH DRAIN COMPLETEWITH GRATE CONSTRUCTED AND PROVIDED BY GENERAL CONTRACTOR. REFER TOARCHITECTURAL DRAWINGS. PLUMBING CONTRACTOR TO PROVIDE 4" DRAIN LINE BETWEENCATCH BASIN AND PLASTER TRAP #3. REFER TO DETAIL C/P3.2---4"------CB-1---4"FD-2------4" FLOOR DRAIN - ZURN Z-400-N WITH 8" Dia. NICKEL-BRONZE STRAINER. (NO P-TRAP OR VENTREQUIRED) RUN 4" WASTE LINE TO FRENCH DRAIN SUMP. REFER TO DETAIL B/P0.1 FOR TYPICALINSTALLATION.HB-2------1/2"---INTERIOR HOSE BIBB - INTERIOR HOSE BIBB - PRIER MODEL C255NP.50 WITH ANIT-SIPHONANGLED SILL FAUCET WITH HOSE THREAD, VACUUM BREAKER, AND LOOSE KEY HANDLE.LOCATED ON WALL AIN ACCESSIBLE LOCATION.GLAZING ROOM SINK - FIAT FL-1 UTILITY SINK WITH LEGS, ELKAY B940C WALL MOUNTEDFAUCET COMPLETE WITH BRACKET, BUCKET PAIL AND VACUUM BREAKER, AND ELKAY LK99HEAVY GAUGE STRAINER. RUN DRAIN LINE TO PLASTER TRAP.AIR OUTLET - DEVILBISS MODEL P-HC-235 QUICK CONNECT HOSE COUPLING WITH V1-256SHUT-OFF VALVE AND 1/2" SUPPLY LINE. REFER TO DETAIL E/P3.1 FOR TYPICALINSTALLATION. PROVIDE (2) 50'- 0" HOSES COMPLETE WITH END CONNECTIONS AND DELIVERTO OWNER.------------AC-1---4"------4" OVERFLOW DRAIN - JAY R. SMITH MODEL 1080 WITH UNDER DECK CLAMP, DOME STRAINER, 2"HIGH WATER DAM, AND 4" DRAIN LINE CONNECTION. REFER TO DETAIL N/P3.1 FOR TYPICALINSTALLATION.OF-1---4"-------4" ROOF DRAIN - JAY R. SMITH MODEL 1010 WITH UNDER DECK CLAMP, DOME STRAINER, AND 4"DRAIN LINE CONNECTION. REFER TO DETAILNB/P3.1 FOR TYPICALINSTALLATION.RD-1PT-12"2"------PLASTER TRAP - CANPLAS 3911A02 'ENDURA' SOLIDS INTERCEPTOR WITH 2" CONNECTIONSAND REMOVABLE BASKET ASSEMBLY. PROVIDE 2" PLUMBING VENT IN ADJACENT WALL.REFER TO DETAIL A/P3.2.PT-23"4"------BELOW FLOOR PLASTER TRAP - OLD CASTLE MODEL 264-SA SOLIDS INTERCEPTOR WITH 300GALLON CAPACITY AND 4" CONNECTIONS. PROVIDE ACCESS LID FLUSH WITH FLOOR AND 3"PLUMBING VENT THRU ROOF IN ADJACENT WALL. REFER TO DETAIL C/P3.2.S-2TRIPLE COMPARTMENT SINK - ELKAY SS8345 STAINLESS STEEL SINK WITH LEGS,LK94ODS24OT4H WALL MOUNTED FAUCET COMPLETE WITH WRIST BLADE HANDLES, ANDELKAY LK99 HEAVY GAUGE STRAINERS. RUN DRAIN LINE TO PLASTER TRAP.S-31-1/2"1-1/2"1/2"1/2"1-1/2"1-1/2"1/2"1/2"PLASTER TRAPTO SANITARYSEWERSINK BEYOND15" MIN. CLEARANCE FORFLOORBASKET REMOVALTO TOP OFPLASTER TRAPCABINET ANDFLOWCONTROLFITTINGWALL2" VENT TOATMOSPHERESANITARY TEESANITARY TEETRAPMAIN LINE GAUGEMAIN LINE SHUT-OFF VALVEFLEXIBLECONNECTION1" MAIN LINETO BUILDING1" NPTVIBRATIONISOLATORSFLEXIBLECONNECTION1" INTAKE LINEFROM OUTSIDEDRIP LEG ANDDRAIN VALVEDRAINEXISTING VERTICAL AIRCOMPRESSOR RELOCATEDBY OWNER.TURN DOWN AND SCREENEND AT 10'-0" ABOVEGRADEEXTERIOR WALLFLOORSECURE TO WALL WITHUNISTRUT SUPPORTSNO SCALEAIR OUTLET - (2) DEVILBISS MODEL P-HC-235 QUICK CONNECT HOSE COUPLING WITH V1-256SHUT-OFF VALVE AND 1/2" SUPPLY LINE. REFER TO DETAIL E/P3.1 FOR TYPICALINSTALLATION.------------AC-23'-1"CLEAN OUT3" VENT LINE TOBUILDING. SEE FLOORPLAN.10"10"6'-7"WATERLEVEL4"10" 10"4"4" OUTLETFLOORFLOOR CLEAN OUT3" VENT(2) 24" DIA. x4' OLDCASTLE FRAMESAND COVERS4" INLET FROM CATCHBASINCLEAN GRAVEL 12" THICKALL AROUND TRAP.4" OUTLET4" INLETPROVIDE AND INSTALL OLDCASTLE264-SA VAULT WITH MATCHING LID.SEE SPECIFICATIONSBAFFLE WALL4'-5" MAX.INOUTTYPICAL TEST COCKSHUT-OFF VALVESHUT-OFF VALVEUNIONUNIONREDUCED PRESSURE BACK-FLOWPREVENTER TO BE LOCATED INACCESSIBLE LOCATION.WATTS 009 SERIES REDUCED PRESSUREBACKFLOW PREVENTER SIZE TO MATCHLINE SIZE AS SHOWN ON PLANS.1" DRAIN LINE TO NEAREST FLOOR DRAINOR SERVICE SINKAIR GAP FUNNELDRAIN18"INLET24" MIN.GEOTEXTILE MATALL AROUND ANDOVER GRAVELCONCRETE FLOOR IN BOTTOM OF SUMP2'-0" THICK ALLCLEAN GRAVEL-AROUND TILE.CONCRETE TILE18" DIA. PRECASTPERFORATEDGROUND LEVELCONCRETE LID----------3/4"HOT WATER RECIRC PUMP - B&G SERIES LR-20BF 'LITTLE RED' WITH 4 GPM FLOWAT 8' HEAD AND 3/4" LINE CONNECTIONS. MOUNT NEAR WATER HEATER. REFERTO DETAIL J/P501 FOR TYPICAL PIPE CONNECTIONS.RP-1PLASTER TRAP #1 DETAILAPLASTER TRAP #2 DETAILBACKFLOW PREVENTER DETAILCDB AIR COMPRESSOR PIPINGFRENCH DRAIN DETAILE11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:27 AMPLUMBINGFIXTURESCHEDULEP3.2NO. DESCRIPTION DATE TABLE NO. 1PIPE SUPPORT DETAIL AT EXPANSION LOOPSEXPANSION LOOP DETAILEXPANSION ELBOW DETAILWALL ENTRY DETAILANCHOR DETAILSPIPE CROSS SECTION DURING INSTALLATIONCONCRETE PAD. WIDTH OF PAD EQUALTO WIDTH OF GILSULATE ENVELOPEPRECAST CONCRETE PIPEGUIDEMINERAL FIBER CUSIONPIPE SUPPORTMINERAL FIBER CUSHIONGUIDECOAT WITH BITUMASTICGILSULATE 500XRMIN.MIN.MECHANICAL SEALELASTOMERICSTEEL PIPE SLEEVE4" MIN TYP.FLASHING CEMENTASPHALT ADHESIVE12" IN.MIN12"FLASHINGWALLGILSULATE 500XRAGAINST UNDISTURBED SOILPOUR 2000 PSI CONCRETE AT 28 DAYSGILSULATE 500XRSHALL BE COATED WITH BITUMASTIC.CONCRETE AND METAL SURFACESCOMPLETELY ENCLOSED IN GILSULATE.NOTE: ALL METAL PARTS MUST BE6"6"1/3 OF HEIGHTREBAR IN TOPPLACE HALF OFFORMGILSULATE 500XRFINISHGRADEPARTIAL BACK-FILL PRIOR TOPOURING G 500XR2" STEAM LINECCFFxFF/2FxFNADTWCA12" MIN.AMMIN. 24"OR 1/4 FxFxFGUIDEREFER TO TABLE 1 FOR DIMENSIONSREFER TO TABLE 1 FOR DIMENSIONSFxREFER TO TABLE 1 FOR DIMENSIONS12" MIN.REFER TO TABLE 1 FOR DIMENSIONSREFER TO TABLE 1 FOR DIMENSIONSREFER TO TABLE 1 FOR DIMENSIONSNOTE: FLASHING TO BE 1/16"RUBBER OR HEAVY PLASTICSHEET. EXTEND 6" BEYONDWIDTH OF INSULATION. COATWALL AND METAL SURFACESWITH BITUMASTIC.AA B1/3D2/3 DK10 PIPE DIAMETERS5 PIPE DIAMETERS0-160 psi STEAM PRESSURE GAUGEGLOBE VALVEBY-PASS LINENEW SPIRAX-SARCO TD-52 STEAM TRAPNEW SPIRAX SARCO TD-52 TRAP3"3"1-1/2"TYPICAL UNION3/4"3/4"2"1"3"3"3"4"3"3"1-1/2"1-1/4"2"NEW 2" FLANGED MOUNTED 'ROSEMOUNT'STEAM METER FURNISHED ANDINSTALLED BY OWNER. CONTRACTORTO INSTALL PUP PIPE WITH FLANGES.LENGTH TO BE DETERMINED BYROSEMOUNT REPRESENTATIVE.TYPICAL 20 MESHSTRAINER WITHBLOW DOWN VALVE.RELIEF VALVESET AT 40 psi.SIZE FOR 5000#3" VENT TO ATMOSPHERE3" STEAM LINE TOHEAT EXCHANGER #10-30 psi STEAMPRESSURE GAUGECONTROLPANELVENTEDFLASH TANK8" Dia PIPE, 36" LONG WITHWELDED SPHERICAL END CAPSPROVIDE HANLDEEXTENSIONS (TYP.)TYP. BALL VALVE(STEAM RATED)NEW 2" (80 psi)HIGH PRESSURESTEAM LINE TOBUILDING.1-1/4" CR LINE FROMHEAT EXCHANGER #12" CONDENSATE RETURN2" STEAM2" GLOBE VALVENEW SPIRAX-SARCO TD-52 STEAM TRAPCHECK VALVETYP. EACH PUMPTYPICAL EACH PUMPSHUT-OFF VALVECP5NO SCALENO SCALENO SCALESTEAM LINE EXPANSION LOOP DETAILSBCSTEAM PRESSURE REDUCING STATION PIPING DIAGRAMUNDERGROUND STEAM PIPING INSULATION DETAILSAOPERATINGNOM.1 1.315 1.4TEMPERATUREPIPESIZEPIPEAREASQ. IN.OUTSIDEDIA.221° F TO305° F306° F TO405° F406° F TO505° FDIMENSIONS IN INCHES UNLESS NOTED OTHERWISE, NR = NOT REQUIRED, / = Dia. PIPE ST'D WT.2 2.375 4.43 3.500 9.64 4.500 15.95 5.563 24.36 6.625 34.5F(FEET)Fx(FEET)6 4.5123456MAXIMUMUNBALANCEDPIPE SURFACEAREA-SQ. FT.ANCHORNUMBERW(INCHES)D(INCHES)T(INCHES)NUMBEROFREBARSEACH SIDESIZEOFREBARSNO.60100160220300400283644526068162024283236101214161820457979333344123456SUPPORT CHANNELPIPESIZEL(INCHES)ANCHORPOSTKNEEBRACEFILLETK(INCHES)NR*NRNR4[ 5.45[ 6.75[ 6.7262830315.75110.05114.755114.756117.256117.25NR*NRNR21/2 /21/2 /3 /1/41/41/41/45/165/16A B C3 2 43 2 44 2 54 2 54 3 54 3 5A B C3 2 43 2 54 2 55 2 65 3 65 3 6A B C3 2 53 2 54 2 55 2 65 3 65 3 66 4.510 7.510 7.514 10.514 10.5BEARING PADN(IN.)M(IN.)NONENONE10101010NONENONE44442/3 LAG FLANGED REGULATOR. 2"(WATSON MCDANIEL) FURNISHEDAND INSTALLED BY CONTRACTOR.SET AT 23 psi1/3 LEAD FLANGED REGULATOR.1" (WATSON MCDANIEL)FURNISHED AND INSTALLED BYCONTRACTOR. SET AT 25 psiSDSDSDSDSDSDCRCRCRCRCRCRSTEAMSTEAMSTEAMSTEAMRDLRDLRDLRDLUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGGGGGGGGGGGGGGGGGGGGGGGGGGSDSDSDCRCRCRCRSTEAMSTEAMSPORI BLDGCLARKE BLDGSPORI ANNEX11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:02 AMSTEAM UTILITYSITE PLANM1.04SNOW MELT AREA. APPROXIMATELY 816 SQ. FT. 122,400 BTU WITH 6 LOOPS AT 204 FT. LENGTH EACH. (12 GPM)5133INVERT ELEV. 97'-0"INVERT ELEV. 97'-0"EXISTING GAS METER.6286" RD6" RDSNOW MELT AREA. APPROXIMATELY 240 SQ. FT. 36,000 BTU WITH 2 LOOPS AT 180 FT. LENGTH EACH. (4 GPM)14" WASTE. CONNECT TO EXISTING 8" LINE.EXISTING MANHOLE TO BE REPLACEDEXISTING 8" SEWER LINESNOW MELT AREA. APPROXIMATELY 117 SQ. FT. 17,550 BTU WITH 1 LOOP AT 175 FT. LENGTH (2 GPM)1SNOW MELT AREA 194 SQ. FT., 29,100 BTU WITH 2 LOOPS AT 150 FT LENGTH. (4 GPM)17MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL SNOW MELT SYSTEM IN SIDEWALKS AND STAIRS WHERE SHOWN. SYSTEM TO HAVE 5/8" PIPING SPACED AT 9" O.C. REFER TO SHEET M1.2 FOR MAIN LINES TO EACH AREA AND TO DETAILS ON SHEET M3.3 FOR TYPICAL LOOP LAYOUTS, MANIFOLD PIPING, ETC.MECHANICAL CONTRACTOR TO RUN SNOW MELT PIPING BELOW GRADE. REFER TO SHEET M1.2 FOR PIPE SIZES AND MANIFOLD LOCATIONS.6" ROOF DRAIN FROM NEW BUILDING. REFER TO CIVIL SITE PLAN FOR CONTINUATION.CONNECT 4" FIRE WATER LINE TO EXISTING 8" HYDRANT LOOP. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND SIZE OF EXISTING FIRE LOOP.CONNECT NEW 2" (2 PSI) GAS LINE TO DISCHARGE SIDE OF EXISTING GAS METER. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND DISCHARGE PRESSURE OF EXISTING METER. COORDINATE WITH LOCAL GAS COMPANY FOR ADDITIONAL 1,650,000 BTU LOAD TO METER.EXISTING GAS METER TO BE ADJUSTED OR REPLACED BY LOCAL GAS COMPANY TO DELIVER ADDITIONAL 1,650,000 BTU LOAD TO METER.RISE 2" DOMESTIC COLD WATER, 4" FIRE LINE, 2" GAS LINE, 2" CONDENSATE RETURN LINE, AND 4" STEAM LINE UP IN MECHANICAL ROOM. SEE LARGE SCALE PLAN ON SHEET M2.1 FOR CONTINUATION.RUN NEW PIPING BELOW GRADE WITH PIPE INSULATION. REFER TO DETAIL A/M1.0 FOR TYPICAL GILSULATE PIPE INSULATION SYSTEM.CONNECT 2" CONDENSATE RETURN LINE AND 2" STEAM LINE TO EXISTING CORRESPONDING PIPING OF EQUAL OR LARGER SIZE. CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF EXISTING UTILITY VAULT AND PIPE SIZES. ROUTE NEW PIPING TO EXISTING VAULT AS REQUIRED.PROVIDE EXPANSION LOOP IN STEAM AND CONDENSATE PIPING BELOW GRADE. REFER TO DETAIL B/M1.0 FOR TYPICAL INSTALLATION.1PLAN NOTES:2345678EXISTING MANHOLESNOW MELT AREA 144 SQ. FT., 21,600 BTU WITH 1 LOOP AT 216 FOOT LENGTH. (2 GPM)1STEAM UTILITY SITE PLANSCALE: 1" = 20'N2" STEAM2" COND. RETURN2" COND. RETURN2" COND. RETURN2" STEAM2" STEAM2" CW &4" FIRE LINE8822222” GAS (2 psi)WATER VALVEWATER VALVEWATER HYDRANT99EXTEND SNOW MELT PIPING TO 3'-0" BEYOND STAIRS.EXTEND SNOW MELT PIPING TO 3'-0" BEYOND STAIRS.EF10SAW DUST COLLECTOR. SEE LARGE SCALE PLAN ON SHEET M1.2101010NO. DESCRIPTION DATE SR-4400SR-4400SR-4400SR-4400SR-2330SR-2330SR-2330SR-2330SR-2330SR-2330SR-2330SR-2330SR-2330SR-2330SR-2330SR-2330SR-1180SR-2300SR-1280SR-1250SR-1250SR-1200SR-1200SR-1200SR-3120SR-2300SR-2300SR-2350SR-3100SR-3200SR-2350TG-1TG-1TG-2TG-2TG-1TG-1TG-1TG-1RG-1RG-1RG-115FC5FC3FC4FC2FC1111EF1EF262220"ø16"ø12"ø12"ø16"ø20"ø12"x8"12"ø18"x10"18"x10"18"x10"12"ø12"ø10"ø14"ø20"ø12"ø10"ø10"ø12"ø12"ø16"ø18"ø12"ø18"x16"555518"ø18"ø555555121213131312514"øEF7EF814"ø14"ø18"ø18"øTYP.TYP.TYP.EF59EF47EG-1EF37EG-114T(FC-5)T(FC-4)T(FC-3)T(FC-1)T(FC-2)12"øFC64EF614FIRE ALARM VALVE13TYP.5'x8' HOOD5'x8' HOOD5'x10' HOOD5'x10' HOOD121213555RG-1RG-155FC8C4C1M2.12M2.1FC743M2.14M2.1EF1010(FC-8)(FC-7)(FC-6)REFER TO LARGE SCALE WOOD SHOP ON SHEET M1.3 FOR SAW DUST COLLECTION SYSTEMCDOMESTIC WATER PRV STATION7'-8"x4' HOOD2'x6' HOOD - CUSTOM 'FIELD' BUILD HOOD TO FIT AVAILABLE SPACE.HX1CP5HX281M1.1SEE LARGE SCALE MECH. ROOM PLAN ON SHEET M2.1 FOR PIPING AND EQUIPMENT IN THIS AREA1514"ø 14"ø16162018x16 RA ABOVE18x16 RA BELOWRISE UP TO ROOF4'x3' HOOD12TG-2(4)RG-1OL-1MOUNT AS HIGH AS POSSIBLEMINTERLOCK WITH EF-7 & EF-8HDHDHDHDTG-1TG-118"x12"FC9611111111OFFICE100OFFICE105FOYER1-BHALLWAY1-DCERAMICS CLASSROOM104SCULPTURE CLASSROOM101FURNITURE STORAGE AREA101APLASTER AREA101BDAMP ROOM104AGLAZING ROOM118HALLWAY1-FCLAY MIXING & DRY STORAGE117B.F.A. STUDIO113WOOD SHOP110TOOL ROOM114HALLWAY1-ERAKU KILN AREA115MECHANICAL RISER ROOM116KILN ROOM112CLAY STORAGE117ADATA ROOM119CCUSTODIAL ROOM119AMEN'S RESTROOM102WOMEN'S RESTROOM103CP63PC118EXISTING AIR COOLED CHILLER TO REMAIN. REFER TO SHEET M1.2EXISTING ICE BANK TO REMAIN. REFER TO SHEET M1.2EXISTING ICE BANK TO REMAIN. REFER TO SHEET M1.2EXISTING ICE BANK TO REMAIN. REFER TO SHEET M1.2EXISTING ICE BANK TO REMAIN. REFER TO SHEET M1.2TYPICAL WEATHER CAP ON ROUND EXHAUST DUCTS.PROVIDE BIRD SCREEN AROUND WEATHER CAPS.18" DIA. EXHAUST DUCT FROM KILN HOODS. SEE SHEET M1.1 FOR CONTINUATION.EF618" DIA. EXHAUST DUCT FROM KILN HOODS. SEE SHEET M1.1 FOR CONTINUATION.2'x6' SHEET METAL CANOPY HOOD OVER KILN. SEE DETAIL C/M3.2 FOR TYPICAL CONSTRUCTION. HOOD TO BE CUYSTOM 'FIELD' BUILT TO MATCH SPACE AVAILABLE IN ALCOVE.WOOD FUELED KILN BY OWNER.MOUNT IN-LINE EXHAUST FAN AS SPECIFIED ABOVE HOOD.6'-9" ABOVE FLOORPROVIDE ACCESS DOOR IN TOP OF HOOD TO SERVICE FAN.11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:06 AMMECHANICALFLOOR PLANM1.1MECHANICAL FLOOR PLANSCALE: 1/8" = 1'-0"NMECHANICAL SECTIONSCALE: 1/4" = 1'-0"PROVIDE AND INSTALL NEW HORIZONTAL FAN COIL AS SPECIFIED, COMPLETE WITH DX COOLING COIL AND 2" HIGH SHEET METAL DRAIN PAN. SUPPORT FROM ROOF STRUCTURE. COORDINATE WITH PIPING AND BUILDING STRUCTURE. REFER TO HORIZONTAL FAN COIL PIPING DETAIL B/M3.1 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.PROVIDE AND INSTALL NEW VERTICAL FAN COIL AS SPECIFIED, COMPLETE WITH DX COOLING COIL. MOUNT UNIT ON 14" HIGH RETURN AIR PLENUM BASE. REFER TO DETAIL G/M3.1 FOR PLENUM BASE CONSTRUCTION AND TO TYPICAL FAN COIL PIPING DIAGRAM A/M3.1 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.RISE REFRIGERANT LINES UP THRU ROOF IN 6" ROUND PIPE WITH GOOSENECK ABOVE ROOF. REFER TO PIPING THRU ROOF DETAIL C/M3.1 FOR TYPICAL INSTALLATION.PROVIDE AND INSTALL FAN COIL UNIT AS SPECIFIED. MOUNT UNIT ON WALL OR IN CEILING AS CALLED OUT IN EQUIPMENT SCHEDULE. CEILING MOUNTED UNITS TO BE COMPLETE WITH CONDENSATE PUMP. RISE 3/4" CONDENSATE DRAIN LINE UP WITH OTHER PIPING AND RUN AS SHOWN ON SHEET P1.1. WALL MOUNTED UNIT TO DROP 3/4" CONDENSATE DRAIN LINE DOWN IN MECHANICAL ROOM AND TERMINATE AT FLOOR DRAIN. REFER TO REFRIGERANT PIPING DIAGRAM F/M3.1 FOR TYPICAL PIPING CONNECTIONSROUND SPIRAL DUCTWORK IN CLASSROOMS TO BE EXPOSED. COORDINATE ACTUAL LOCATIONS WITH WALLS AND ROOF JOISTS. PROVIDE DUCT MOUNTED SUPPLY REGISTERS AS SPECIFIED. REFER TO IN-DUCT DIFFUSER DETAIL K/M3.1 AND SIDEWALL REGISTER DETAIL N/M3.1 FOR TYPICAL DIFFUSER INSTALLATIONS.PROVIDE AND INSTALL CEILING MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON MEZZANINE DECK. FAN TO HAVE DUCT EXTENSION AS REQUIRED TO PENETRATE THRU MEZZANINE FLOOR AND CONNECT TO CEILING GRILLE. CONNECT 6" ROUND DUCT TO 8" DUCT THRU ROOF. REFER TO EXHAUST DETAIL O/M3.1 FOR TYPICAL INSTALLATION OF EXHAUST FAN AND EXHAUST VENT THRU ROOF.PROVIDE AND INSTALL NEW ROOF MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON ROOF CURB. COORDINATE FAN LOCATION WITH ROOF JOISTS. DROP DUCT DOWN THRU ROOF AND CONNECT TO EXHAUST GRILLE JUST BELOW ROOF DECK. REFER TO ROOF MOUNTED EXHAUST FAN DETAIL M/M3.1 FOR TYPICAL INSTALLATION.PROVIDE AND INSTALL CUSTOM 'FIELD' BUILT CANOPY HOOD OVER KILN. HOOD TO FIT SPACE AVAILABLE. ADJUST CORNERS AS REQUIRED. MOUNT HOOD AT 6'-9" ABOVE FLOOR. REFER TO DETAIL C/M3.2 FOR TYPICAL HOOD CONSTRUCTION.PROVIDE AND INSTALL NEW ROOF MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON ROOF CURB. COORDINATE FAN LOCATION WITH ROOF JOISTS. DROP ROUND DUCT DOWN THRU ROOF AND CONNECT TO CANOPY HOOD. FAN CONTROLS TO BE MOUNTED ON HOOD. REFER TO CANOPY HOOD DETAIL C/M3.2 FOR TYPICAL INSTALLATION.PROVIDE AND INSTALL SAW DUST COLLECTOR AS SPECIFIED WITH HOPPER BOTTOM AND COLLECTION BARRELS. PROVIDE FLEXIBLE DUCT AND BARREL LID. REFER TO DETAIL E/M3.2 FOR TYPICAL INSTALLATION AND DUCT CONNECTIONS.DROP DUCT DOWN AND CONNECT TO EQUIPMENT AS SHOWN. REFER TO DETAILS D/M3.2 AND E/M3.2 FOR TYPICAL DUCT CONNECTION. PROVIDE BLAST GATE IN DUCT AT EACH DROP LOCATION. CONTRACTOR TO FIELD COORDINATE DUCT DROPS WITH ACTUAL EQUIPMENT LOCATIONS.PROVIDE AND INSTALL CANOPY HOODS AS CALLED OUT OVER CERAMIC KILNS OR SPRAY BOOTH. MOUNT HOOD AT 6'-9" ABOVE FLOOR. MULTIPLE HOODS TO BE BUTTED UP TO EACH OTHER TO MAKE 10'-0" WIDE BY 18'-0" LONG HOOD. REFER TO DETAIL C/M3.2 FOR TYPICAL CONSTRUCTION AND INSTALLATION. SUPPORT FROM ROOF STRUCTURE.PROVIDE 12" ROUND DUCT IN HOOD DIRECTLY OVER EACH KILN. RISE UP AND CONNECT TO EXHAUST DUCT ABOVE. PROVIDE BALANCING DAMPER IN EACH 12" ROUND DROP. BALANCE DUCTS OVER LARGE KILNS TO 600 CFM EACH AND DUCTS OVER SMALLER KILNS TO 400 CFM EACH. REFER TO HOOD DETAIL C/M3.2 FOR TYPICAL INSTALLATION OF HOOD AND 12" ROUND DROPS.PROVIDE AND INSTALL NEW IN-LINE EXHAUST FANS AS SPECIFIED. MOUNT IN LINE WITH EXHAUST DUCT. EXTEND DISCHARGE DUCT THRU EXTERIOR WALL AND RISE UP TO WEATHER CAP LOCATED ABOVE ROOF.DROP 6" Dia. OUTSIDE AIR DUCT DOWN AND CONNECT TO RETURN AIR DUCT AT CORRESPONDING HORIZONTAL FAN COIL UNIT. PROVIDE MANUAL BALANCING DAMPER AND MOTORIZED DAMPER IN DUCT. BALANCE TO 200 CFM MAXIMUM AND INTERLOCK MOTORIZED DAMPER WITH FAN COIL. REFER TO DETAIL L/M3.1 FOR TYPICAL DAMPER INSTALLATION.DROP 6" Dia. OUTSIDE AIR DUCT DOWN AND CONNECT TO TOP OF RETURN AIR PLENUM AT CORRESPONDING VERTICAL FAN COIL UNIT. PROVIDE MANUAL BALANCING DAMPER AND MOTORIZED DAMPER IN DUCT. BALANCE TO 200 CFM MAXIMUM AND INTERLOCK MOTORIZED DAMPER WITH FAN COIL. REFER TO DETAIL L/M3.1 FOR TYPICAL DAMPER INSTALLATION.RISE 16" Dia. OUTSIDE AIR DUCT UP THRU ROOF TO GOOSENECK. REFER TO SHEET M1.2 FOR CONTINUATION AND TO DETAIL C/M3.1 FOR TYPICAL GOOSENECK INSTALLATION.1PLAN NOTES:2345678910111213141516171M1.1NO. DESCRIPTION DATE FC5FC3FC4FC2FC1111221 1/4"1 1/4"1 1/4"1 1/4"SNOW MELT MANIFOLDSNOW MELT MANIFOLDSNOW MELT ZONE VALVESNOW MELT MANIFOLD66664444441 1/2"1 1/2"1 1/4"1 1/4"44SNOW MELT AREA 194 SQ. FT., 29,100 BTU WITH 2 LOOPS AT 150 FT LENGTH. (4 GPM)SNOW MELT ZONE VALVE6FC83FC73551 1/4"1 1/4"HX1CP5HX27SEE LARGE SCALE MECH. ROOM PLAN ON SHEET M2.1 FOR PIPING AND EQUIPMENT IN THIS AREASNOW MELT AREA 816 SQ. FT., 122,400 BTU WITH 6 LOOPS AT 204 FT LENGTH EACH. (12 GPM)6SNOW MELT AREA 240 SQ. FT., 36,000 BTU WITH 2 LOOPS AT 180 FT LENGTH EACH. (4 GPM)5SNOW MELT AREA 144 SQ. FT., 21,600 BTU WITH 1 LOOP AT 100 FOOT LENGTH. (2 GPM)5SNOW MELT AREA 117 SQ. FT., 17,550 BTU WITH 1 LOOP AT 175 FT LENGTH EACH. (2 GPM)EXTEND SNOW MELT PIPING 3'-0" BEYOND STAIRSEXTEND SNOW MELT PIPING TO 3'-0" BEYOND STAIRS.5' - 0"EDGE OF SIDEWALK9999OFFICE100OFFICE105FOYER1-BHALLWAY1-DCERAMICS CLASSROOM104SCULPTURE CLASSROOM101FURNITURE STORAGE AREA101APLASTER AREA101BDAMP ROOM104AGLAZING ROOM118HALLWAY1-FCLAY MIXING & DRY STORAGE117B.F.A. STUDIO113WOOD SHOP110TOOL ROOM114HALLWAY1-ERAKU KILN AREA115MECHANICAL RISER ROOM116KILN ROOM112CLAY STORAGE117ADATA ROOM119CCUSTODIAL ROOM119AMEN'S RESTROOM102WOMEN'S RESTROOM103CP6108EXISTING 6" LINES1" HWR1" HWS1" CHR1" HWS1" HWR1" CHR1" CHR1" HWR1" HWS1" CHR1" CHR1" CHR1' CHR1" CHR1" HWS1" HWR131311PC12" HWR2" HWS3" HWS3" HWR2 1/2" HWR2 1/2" HWS10102-1/2"2-1/2"2-1/2"1-1/4"1-1/4"121 1/2"1 1/2"1 1/4"1"1"1"2 1/2" CHR1 1/4"1 1/4"2" HWR2" HWS2 1/2" HWR2 1/2" CHS1 1/4" CHR2 1/2" HWR1 1/4" HWS2 1/2" CHS1 1/2" CHR2 " HWR1 1/2" HWS2" CHS2" CHR2" HWR2" HWS2" CHS2" CHR2" HWR2" HWS2" CHS2" CHR2" HWR2" HWS1 1/4" CHS2 1/2" CHR1 1/4" HWR2 1/2" HWS11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:08 AMHYRDONICPIPING PLANM1.2NO. DESCRIPTION DATEPROVIDE AND INSTALL NEW HORIZONTAL FAN COIL AS SPECIFIED, COMPLETE WITH CHILLED WATER AND HOT WATER COILS AND 2" HIGH SHEET METAL DRAIN PAN. SUPPORT FROM ROOF STRUCTURE. COORDINATE WITH PIPING AND BUILDING STRUCTURE. REFER TO HORIZONTAL FAN COIL PIPING DETAIL B/M3.1 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.PROVIDE AND INSTALL NEW VERTICAL FAN COIL AS SPECIFIED, COMPLETE WITH CHILLED WATER AND HOT WASTER COILS. MOUNT UNIT ON 14" HIGH RETURN AIR PLENUM BASE. REFER TO DETAIL G/M3.1 FOR PLENUM BASE CONSTRUCTION AND TO TYPICAL FAN COIL PIPING DIAGRAM A/M3.1 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.PROVIDE AND INSTALL FAN COIL UNIT AS SPECIFIED. MOUNT UNIT IN CEILING AS CALLED OUT IN EQUIPMENT SCHEDULE. CEILING MOUNTED UNITS TO BE COMPLETE WITH CONDENSATE PUMP. RISE 3/4" CONDENSATE DRAIN LINE UP WITH REFRIGERANT PIPING AND RUN AS SHOWN ON SHEET P1.1.SNOW MELT SYSTEM PIPING TO BE RUN BELOW GRADE. USE UPONOR PRE-INSULATED PEX-A-PIPING SYSTEM WITH ASTM F-190 FITTINGS. AVOID COUPLINGS IN PIPING. PROVIDE TEE FITTINGS ONLY WHERE NECESSARY.PROVIDE LOOPS IN SIDEWALK AREAS AS CALLED OUT. MAXIMUM LOOP LENGTH NOT TO EXCEED 270'. AREAS MAY OR MAY NOT INCLUDE STEPS. ALL LOOPS TO BE PIPED WITH 5/8" PEX PIPING SPACED AT 9" CENTERS. REFER TO SITE PLAN AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF SNOW MELT AREAS. REFER TO DETAILS ON SHEET M3.3 FOR TYPICAL LOOP LAYOUTS IN SIDEWALKS AND CONCRETE STAIRS.PROVIDE 24"x24"x24" CONCRETE VAULT BOX IN GROUND FOR SNOW MELT MANIFOLDS AND/OR ZONE VALVES. REFER TO DETAILS ON SHEET M3.3 FOR TYPICAL MANIFOLD PIPING AND VALVE BOX INSTALLATION.PROVIDE AND INSTALL HOT WATER PRE-HEAT COIL AS SPECIFIED COMPLETE WITH FACE AND BY-PASS DAMPER. REFER TO DETAIL H/M3.2 FOR TYPICAL HOT WATER PIPING AND VALVES.EXISTING AIR COOLED CHILLER TO REMAIN. FIELD VERIFY EXISTING CONDITIONS AND CONNECT NEW CHILLED WATER PIPING TO EXISTING AS CALLED OUT. PROTECT EXISTING EQUIPMENT DURING CONSTRUCTION.EXISTING ICE BANKS AND PIPING TO REMAIN. PROTECT DURING CONSTRUCTION.CONNECT NEW 2 1/2" CHILLED WATER SUPPLY AND RETURN LINES TO EXISTING 6" CORRESPONDING LINES. PROVIDE SHUT-OFF VALVE IN EACH LINE AT POINT OF CONNECTION. WRAP ALL EXPOSED PIPING WITH FIBERGLASS PIPE INSULATION AND METAL SKIN. SEE SPECIFICATIONS.PROVIDE AND INSTALL IN-LINE PUMP AS SPECIFIED. CONNECT TO CHILLED WATER PIPING. REFER TO CHILLED WATER PIPING DIAGRAM G/M3.2.RISE CHILLED WATER LINES UP IN WOOD SHOP. PIPING TO BE INSULATED WITH FIBERGLASS PIPE INSULATION. COVER VERTICAL LINES WITH SHEET METAL SKIN UP TO 10'-0" ABOVE FLOOR.DROP 1-1/4" HOT WATER AND CHILLED WATER LINES DOWN AND CONNECT TO CORRESPONDING COILS BELOW.1PLAN NOTES:2345678910111213 4EF53EF43EF33OF-1RD-1OF-1RD-1RD-1OF-1RD-1OF-166662276 SQ. FT. ROOF AREA2276 SQ. FT. ROOF AREA2276 SQ. FT. ROOF AREA2276 SQ. FT. ROOF AREA1M1.1SKY-LIGHTSKY-LIGHTROOF ACCESS518" DIA.12" Ø18" DIA.5741FC62SR-2350SR-3100SR-3200SR-235012"øT(FC-2)EF109SPINDLE SANDER 440 CFMBELT SANDER 790 CFMTABLE SAW 350 CFMPLANNER 770 CFM88888BAND SAW 900 CFMMITER SAW 350 CFMTG-2TG-2(2)(2)RG-1OL-1AC-2AC-23/4" A3/4" A1" A1" A1" A1" A3/4" AAC-216"ø8"ø4"ø4"ø4"ø6"ø6"ø4"ø6"ø6"ø4"ø4"ø10' OF 12" PERFORATED SPIRAL DUCTSUPPRESSION NOZZLE. 1.5 DUCT DIAMETERS FROM UPSTREAM/DOWNSTREAM FITTINGS. MINIMUM OF 23' BETWEEN DETECTION EYE AND SUPPRESSION NOZZLE.12 GA. VANSTONE FLANGE DUCT8" EXPLOSION ISOLATION VALVE (STINGER). 6' MINIMUM, 19.5' MAXIMUM CENTER LINE DISTANCE TO COLLECTOR INLET.DETECT. 1.5 DUCT DIAMETERS FROM UPSTREAM/DOWNSTREAM FITTINGSSEE SHEET M1.2 FOR CONTINUATIONSEE SHEET M1.2 FOR CONTINUATION OF PIPING.MINTERLOCK WITH EF-7 & EF-82 1/2" CHR2 1/2" CHRSEE SHEET M1.1 FOR CONTINUATION OF DUCTWORK.PC1102" HWR2" HWS11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:10 AMMECHANICALROOF PLANM1.3PROVIDE AND INSTALL NEW AIR COOLED CONDENSING UNIT AS SPECIFIED. MOUNT UNIT ON ROOF WITH PYRAMID TYPE SUPPORTS. COORDINATE UNITS ON ROOF WITH OTHER EQUIPMENT AND SCREEN WALLS. DROP REFRIGERANT LINES DOWN THRU OOF AND CONNECT TO CORRESPONDING FAN COIL UNIT.RISE REFRIGERANT LINES UP THRU ROOF IN 6" ROUND PIPE WITH GOOSENECK ABOVE ROOF. REFER TO PIPING THRU ROOF DETAIL F/M3.2 FOR TYPICAL INSTALLATION.PROVIDE AND INSTALL NEW ROOF MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON ROOF CURB. COORDINATE FAN LOCATION WITH ROOF JOISTS. REFER TO ROOF MOUNTED EXHAUST FAN DETAIL M/M3.1 FOR TYPICAL INSTALLATION.8" DIA. EXHAUST DUCT THRU ROOF WITH ROOF CAP. PROVIDE CURB AS REQUIRED. REFER TO DETAIL O/M3.1 FOR TYPICAL INSTALLATION.RISE EXHAUST DUCTS UP ABOVE ROOF WITH WEATHER CAP. REFER TO MECHANICAL SECTION 1/M2.1.PROVDE AND INSTALL ROOF DRAIN AND OVERFLOW DRAIN AS SPECIFIED. REFER TO DETAIL N/P3.1 FOR TYPICAL INSTALLATION.RISE 16" Dia. OUTSIDE AIR DUCT UP THRU ROOF. PROVIDE GOOSENECK ABOVE ROOF WITH BUG/BIRD SCREEN. REFER TO SHEET M1.1 FOR CONTINUATION OF DUCTOWRK BELOW ROOF AND TO DETAIL C/M3.1 FOR TYPICAL INSTALLATION OF GOOSENECK.DROP DUCT DOWN AND CONNECT TO EQUIPMENT. REFER TO DETAILS E/M3.2 AND F/M3.2 FOR TYPICAL DUCT CONNECTION. PROVIDE BLAST GATE IN DUCT AT EACH DROP LOCATION. CONTRACTOR TO FIELD COORDINATE DUCT DROPS WITH ACTUAL EQUIPMENT LOCATIONS.PROVIDE AND INSTALL SAW DUST COLLECTOR AS SPECIFIED WITH HOPPER BOTTOM AND COLLECTION BARRELS. PROVIDE FLEXIBLE DUCT AND BARREL LID. REFER TO DETAIL E/M3.2 FOR TYPICAL INSTALLATION AND DUCT CONNECTIONS.PROVIDE AND INSTALL HOT WATER PRE-HEAT COIL AS SPECIFIED COMPLETE WITH FACE AND BY-PASS DAMPER. REFER TO DETAIL H/M3.2 FOR TYPICAL HOT WATER PIPING AND VALVES.1PLAN NOTES:23456MECHANICAL ROOF PLANSCALE: 1/8" = 1'-0"NENLARGED WOOD SHOPSCALE: 1/4" = 1'-0"789NO. DESCRIPTION DATE10 3M2.14M2.1FC5FC2FC4112TYP. METAL DRAIN PANEF9122" WASTEFD-1JS-120x226" DIA O.A.18x16 RA BEYOND18x16 RA18x12 SAMETAL DRAIN PANCOOLING COIL20x22M1020" DIA SACOOLING COIL112" HWRM1016x18 RA6" O.A.FLOORROOF111 1/4"8" Dia. EA20" DIA SA113M2.14M2.1FC1FC3FC616"x18"215SEE SHEET M1.1 FOR CONTINUATIONSEE SHEET M1.1 FOR CONTINUATIONROOF20" Ø SA1120x2212" DIA3/4" CDTYP. METAL DRAIN PAN11CEILINGCOOLING COILCEILING2" VENT IN WALL1116x18 RA6"Ø O.A.M3/4" CONDENSATE DRAIN EXPOSED IN MECHANICAL ROOMFLOOR3/4" CONDENSATE DRAIN TO FLOOR DRAINFD-1103/4" AIR6" O.A. SEE SHEET M1.11M2.12M2.1FC1FC211FC6JS-1FD-1WCOFLOORCEILINGMEZZ. FLOOR20x22 SA20" Dia. BEYOND3/4" CD3/4" AIR2" CW3/4" HW3/4" AIR111114" Dia. OA6" Dia. OA6" Dia. OA10HDM10TYP. METAL DRAIN PANTYP. PYRAMID SUPPORTS. SEE DETAIL B/M3.29ROOF ACCESSPROVIDE FLEXIBLE CONNECTION ON ALL DUCTSRG-1BEYOND3/4" CDROOFSUPPORT EQUIPMENT FROM ROOF STRUCTUREPROVIDE FLEXIBLE CONNECTION ON ALL DUCTS12" Dia. BEYOND18" Dia. SA20x22 RAEF93CP61M2.12M2.1FC5EF2EF1WC-2WC-211FD-11ROOF18x16 RA18x16 RATYP. METAL DRAIN PAN11M18x16 RA14" HIGH RETURN AIR BASE. SEE DETAIL G/M3.14" WASTE2" VENT & 1" CWMEN'S RESTROOM105WOMEN'S RESTROOM105TP-1FLOORWH-112CEILING6" DIA O.A.1014" DIA O.A.6" DIA EA6" DIA EA2" V1218"ø1 1/2"1 1/2"671M1.1SEE SHEET P1.1 FOR CONTINUATION.1 1/2" G1 1/2" G3" HWRRISE PIPING UP TO 11'-0" ABOVE FLOORSHUT-OFF VALVEPRESSURE REGULATOR2" VENT2" DOMESTIC COLD WATER SERVICE LINE UP THRU FLOOR. SEE SHEET P1.0 FOR CONTINUATION AND TO DETAIL A/P3.1 FOR CONNECTION TO PRESSURE REDUCING VALVE4" FIRE LINE UP THRU FLOOR. SEE SHEET P1.0 FOR CONTINUATION AND DETAIL D/FS1.1 FOR CONNECTION TO FIRE RISER AND ALARM VALVE2" (2 PSI) GAS LINE UP. RISE UP TO 12" ABOVE FLOOR AND EXTEND INTO MECHANICAL ROOM. SEE SHEET P1.0 FOR CONTINUATION1 1/2" SNOW MELT PIPING BELOW GRADE. SEE SHEET M1.1 FOR CONTINUATION2" (PUMPED) CONDENSATE RETURN LINE DOWN THRU FLOOR. SEE SHEET M1.0 FOR CONTINUATION2" STEAM LINE UP THRU FLOOR. SEE SHEET M1.0 FOR CONTINUATIONON TANK STAND. SEE DETAIL H/M3.1 FOR STAND SONTRUCTION AND TO PIPING DIAGRAM D/M3.3 FOR PIPING CONNECTIONS.3" STEAM LINE ABOVESEE DETAIL D/M3.3SEE DETAIL F/M3.3HX1CP2CP1CP3HX22" VTR2" VENTCP41 1/2"1 1/2"SMRSMSCP5SEE D/M3.3FS-1FS-181 1/2" G1" GSEE SHEET M1.1 FOR CONTINUATION.RISE GAS LINE UP TO ROOF3" HWS3" HWR1" A2" CW3/4" G132"2"3" HWS10"øSEE DETAIL C/M1.0 FOR STEAM VALVE ASSEMBLY11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:14 AMLARGE SCALEPLANS ANDSECTIONSM2.1MECHANICAL SECTIONSCALE: 1/4" = 1'-0"MECHANICAL SECTIONSCALE: 1/4" = 1'-0"MECHANICAL SECTIONSCALE: 1/4" = 1'-0"MECHANICAL SECTIONSCALE: 1/4" = 1'-0"PROVIDE AND INSTALL NEW HORIZONTAL FAN COIL AS SPECIFIED, COMPLETE WITH DX COOLING COIL AND 2" HIGH SHEET METAL DRAIN PAN. COORDINATE WITH PIPING AND BUILDING STRUCTURE. SUPPORT FROM ROOF STRUCTURE. REFER TO HORIZONTAL FAN COIL PIPING DETAIL B/M3.1 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.PROVIDE AND INSTALL NEW VERTICAL FAN COIL AS SPECIFIED, COMPLETE WITH DX COOLING COIL. MOUNT UNIT ON 14" HIGH RETURN AIR PLENUM BASE. REFER TO DETAIL G/M3.1 FOR PLENUM BASE CONSTRUCTION AND TO TYPICAL FAN COIL PIPING DIAGRAM A/M3.1 FOR TYPICAL INSTALLATION AND PIPING CONNECTIONS.MOUNT CHILLED WATER PUMP ABPVE MEZZANINE PLATFORM. REFER TO DETAIL F/M3.2 FOR TYPICAL PIPING CONNECTIONS.PROVIDE AND INSTALL CEILING MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON MEZZANINE DECK. FAN TO HAVE DUCT EXTENSION AS REQUIRED TO PENETRATE THRU MEZZANINE FLOOR AND CONNECT TO CEILING GRILLE. CONNECT 6" ROUND DUCT TO 8" DUCT THRU ROOF. REFER TO EXHAUST DETAIL O/M3.1 FOR TYPICAL INSTALLATION OF EXHAUST FAN AND EXHAUST VENT THRU ROOF.WALL MOUNTED FAN COIL UNIT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. ROUGH-IN AND CONNECT 3/4" CONDENSATE DRAIN LINE. DROP DRAIN LINE DOWN WALL TO FLOOR DRAIN IN MECHANICAL ROOM.PROVIDE AND INSTALL CANOPY HOODS AS CALLED OUT OVER CERAMIC KILNS. MOUNT HOOD AT 6'-9" ABOVE FLOOR. HOODS TO BE BUTTED UP TO EACH OTHER TO MAKE 10'-0" WIDE BY 18'-0" LONG HOOD. REFER TO DETAIL C/M3.2 FOR TYPICAL CONSTRUCTION AND INSTALLATION. SUPPORT FROM ROOF STRUCTURE.PROVIDE 12" ROUND DUCT IN HOOD DIRECTLY OVER EACH KILN. RISE UP AND CONNECT TO EXHAUST DUCT ABOVE. PROVIDE BALANCING DAMPER IN EACH 12" ROUND DROP. BALANCE DUCTS OVER LARGE KILNS TO 600 CFM EACH AND DUCTS OVER SMALLER KILNS TO 400 CFM EACH. REFER TO HOOD DETAIL C/M3.2 FOR TYPICAL INSTALLATION OF HOOD AND 12" ROUND DROPS.RISE EXHAUST DUCTS UP ABOVE ROOF WITH WEATHER CAP. REFER TO SECTION 1/M1.2.PROVIDE AND INSTALL NEW AIR COOLED CONDENSING UNIT AS SPECIFIED. MOUNT UNIT ON ROOF WITH PYRAMID TYPE SUPPORTS. COORDINATE UNITS ON ROOF WITH OTHER EQUIPMENT AND SCREEN WALLS. DROP REFRIGERANT LINES DOWN THRU ROOF AND CONNECT TO CORRESPONDING DX COOLING COILS.DROP 6" Dia. OUTSIDE AIR DUCT DOWN AND CONNECT TO RETURN AIR DUCT AT CORRESPONDING HORIZONTAL FAN COIL UNIT. PROVIDE MANUAL BALANCING DAMPER AND MOTORIZED DAMPER IN DUCT. BALANCE TO 200 CFM MAXIMUM AND INTERLOCK MOTORIZED DAMPER WITH FAN COIL. REFER TO DETAIL L/M3.1 FOR TYPICAL DAMPER INSTALLATION.RUN CHILLED WATER AND HOT WATER PIPING ABOVE EQUIPMENT ON MEZZANINE LEVEL. CONNECT LINES TO FAN COIL TO CORRESPONDING HOT WATER OR CHILLED WATER COILS. REFER TO DETAIL B/M3.1 FOR TYPICAL PIPING CONNECTIONS. REFER TO M1.2 FOR ROUTING OF HUDRONIC LINES INSTALLED BY MECHANICAL CONTRACTOR.PROVIDE AND INSTALL CEILING MOUNTED EXHAUST FAN AS SPECIFIED. MOUNT FAN ON MEZZANINE DECK. FAN TO HAVE DUCT EXTENSION AS REQUIRED TO PENETRATE THRU MEZZANINE FLOOR AND CONNECT TO CEILING GRILLE. CONNECT 6" ROUND DUCT TO 8" DUCT THRU ROOF. REFER TO EXHAUST DETAIL O/M3.1 FOR TYPICAL INSTALLATION OF EXHAUST FAN AND EXHAUST VENT THRU ROOF.AIR COMPRESSOR FURNISHED BY OWNER. ROUGH-IN AND CONNECT 3/4" AIR LINE AND RUN TO OUTLETS AS SHOWN. FIELD VERIFY EXACT LOCATION OF AIR COMPRESSOR AND ADJUST PIPING ROUGH-IN TO MATCH. REFER TO LARGE SCALE PLAN ON SHEET M2.1 AND TO DETAIL B/P3.2 FOR TYPICAL PIPING CONNECTIONS.1PLAN NOTES:LARGE SCALE MECHANICAL ROOMSCALE: 1/2" = 1'-0"2345678910111M2.12M2.13M2.14M2.11213NO. DESCRIPTION DATE POWER EXHAUSTERBIRD SCREENSECURE & CAULKTO CURBROOFINGBACKDRAFT DAMPEREXHAUST DUCT UP FROMBELOW, SIZE AS SHOWNON PLANSFACTORY CURB TOMATCH ROOF SLOPENO SCALECOIL SUPPORTON 3/8" RODSCHILLED WATERLINES22 GA. SECONDARY DRAIN PAN WITH2" LIP. EXTEND UNDER COIL.HANG FROM UNISTRUT CHANNEL.FLEX DUCT CONNECTIONTYP. SUPPLY AND RETURNFAN COIL AS SPECIFIED IN SCHEDULE.SUPPORT ON 12 GA. 1-5/8"x1-3/8" UNISTRUT.KINDORF OR APPROVED.SPRING ISOLATORS(TYP. OF 4)3/8" SUSPENSION RODS2x2x1/4" ANGLE, 3/8"x2" LAGTO FRAMING ABOVE. (TYP. OF 6)3/4" CONDENSATE DRAINTO NEAREST FLOOR DRAIN3/4" DRAIN LINE TO NEAREST FLOOR DRAINTYPICAL TRAP3/4" COND.DRAINSUPPLYAIR DUCTRETURNAIR DUCT(SEPARATE FROM FURNACE DRAIN LINE)LAIRFLOWMAIN AIR DUCTNOTE: L=1/4 W (4"MINIMUM)SIDEWALL GRILLEW45°DAMPERBACK-DRAFTCEILING GRILLECEILINGEXHAUST FANFAN ASSEMBLYCABINETINSULATED6" DIA 6" DIAFAN ASSEMBLY. MOUNT ONCABINETINSULATEDEXHAUST FANDAMPERBACK-DRAFTEXHAUST DUCT(SEE PLAN FOR SIZE)ROOFINSTALL UNDER ROOFMEMBRANE AND SEALWATERTIGHTBACK-DRAFTDAMPERROOF CAP(FLAT ROOF)ROOF CURB WHERE REQUIREDBY ROOF MANUFACTURERANGLES ON ALL 4 SIDES.WELDED CONSTRUCTION W/STAND BELOW FURNACE.1-1/2"x3/16" ANGLE IRONEQUIPMENT FURNISHED.SIZE FRAME TO MATCHFURNACE INLET.PLENUM TO MATCHTOP PANEL OFCUT OPENING IN8X8 ACCESS DOORRETURN AIR PLENUMAN AIRTIGHT SEAL (TYPICAL).EDGES OF PLENUM TO PROVIDEAROUND FURNACE AND AT ALLPROVIDE SILICONE SEALANTDUCT AS REQUIRED.FOR RETURN / OUTSIDE AIRCUT OPENING IN TOP OF PANELFURNACE.ANGLE STAND BELOWANGLE SUPPORTS ANDINSIDE EXCEPT ATTHICK DUCT LINER ONMETAL PLENUM WITH 1"20 GAUGE GALV. IRONCONSTRUCTION.OF PLENUM WITH WELDEDFRAME ON ALL 4 SIDES1-1/2"x3/16" ANGLE IRON4 PIECE 60° ELBOW5 PIECE 90° ELBOW2 PIECE 30° ELBOW3 PIECE 45° ELBOW11-1/4°22-1/2°22-1/2°D MIN.D11-1/4°22-1/2°10°22°20°10°11-1/4°22-1/2°11-1/4°15°15°D D MIN.D D MIN.D MIN.DWIDTH OF REGISTERCLDOUBLE DEFLECTION CORE WITHADJUSTABLE BLADESSPIRAL WOUNDDUCTWORK.SECURE SUPPLY REGISTER TOROUND DUCTWORK WITH SHEETMETAL SCREWSSPIRAL DUCT REGISTERSIMILAR TO PRICE SDGEAIR SCOOPBALANCINGDAMPERBALANCING RODTO MAIN RA DUCTMANUAL OUTSIDE AIR DAMPER.BALANCE OUTSIDE AIR AS INDICATEDON SHEET M1.1MOTORIZED OUTSIDE AIR DAMPER.OA FROM GOOSENECK6x6 DUCT ACCESS DOORAIRFLOWFAN UNITNEOPRENE GASKET1/8" THICKFLEX CONNECTIONDO NOT BLOCK FILTER ACCESS WITHCONDUIT, THREADED ROD, ORCONDENSATE DRAINS,RETURN DUCT. TRANSITION TO FILTER SIZE LISTED ONFAN UNIT SCHEDULE.HINGE FULL HEIGHTOF DOORNOTE: EXTERNAL FILTER SECTION MUST BECONSTRUCTED TO ACCOMMODATE STANDARDFILTER SIZE. SEE FAN UNIT SCHEDULE SHEETFOR SYSTEM FILTER SIZE.1" TRACK TOPAND BOTTOMSASH LOCKTYP. OF 2AIRFLOWFURNACENEOPRENE GASKET1/8" THICKDO NOT BLOCK FILTER ACCESS WITHCONDUIT, THREADED ROD, ORCONDENSATE DRAINS,RETURN PLENUM OR DUCT.TRANSITION TO FILTER SIZE LISTED ONFURNACE SCHEDULE.HINGE TO BE FULLLENGTH OF DOOR1" TRACK ONEACH SIDESASH LOCKTYP. OF 2NO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALENO SCALETANK SADDLE(TYPICAL)4" I BEAM(TYPICAL)4"x4"x1/4"PLATE (TYPICAL)2-1/2" DIA. PIPE1" DIA. PIPETYP. 1" DIA. PIPE8"x8"x1/2"PLATE (TYPICAL)NOTES:1. ALL JOINTS TO BE WELDED AND FILED SMOOTH.2. ADJUST HEIGHT OF TANKSUPPORT SO TOP OFEXPANSION TANK IS6" BELOW CEILING.3. PAINT WITH 2 COATSOF GREY PRIMER.2-1/2" DIA. PIPETANK DIA.PLUS 12"1/2 TANK LENGTH1 1/4" HWS1 1/4" HWRFULLY CASEDCOOLING COILCONNECTIONSDX COOLINGCOILCOOLING COILCOND. DRAINTRAPNOTE:3/4"FAN COILCONDENSATEDRAINFAN COILDO NOT RUN CONDENSATE DRAINWILL ALLOW ACCESS TO FURNACECOMPONENTS AND FILTERS.PIPING IN FRONT OF FAN COIL. THISRUN TO NEARESTFLOOR DRAIN3/4"1/2"VACUUMBREAKER TOATMOSPHEREPROVIDE DUCT EXTENSIONAS REQUIRED TO MOUNTGRILLE IN CEILINGMEZZANINE DECK.AUTO 2-POSITION CONTROL VALVESTRAINERTYPICAL SHUT-OFF VALVEFLOW CONTROL DEVICE1 1/4" HWR1 1/4" HWSTYPICAL ISOLATION VALVESTRAINERAUTO 2-POSITION CONTROL VALVETYPICAL UNIONFLOW CONTROL DEVICEMMSEE SHEET P1.1.SEE SHEET P1.1.MFC6FC6NOTE:PRE-CHARGE LINE SETS ARE AVAILABLEIN LENGTHS OF 16, 20, 32 AND 49 FEET.LENGTHS ARE TO BE KEPT AS SHORTAS POSSIBLE. COILING OF LINES THATARE TOO LONG WILL NOT BEACCEPTABLE AND WILL BE REPLACEDAT CONTRACTOR'S EXPENSE.WALL MOUNT DIGITAL CONTROLLERROOFTYP. ROOF JOISTCONCEAL CONTROLWIRING IN WALL.PROVIDE SUPPORT AT ROOFPENETRATIONSEAL ROOFPENETRATIONWEATHER TIGHT.MOUNT OUTDOOR UNITON PYRAMID SUPPORTSRISE REFRIGERANT PIPING UP THRU ROOF. REFER TO SPLIT A/C UNIT SCHEDULE FORLINE SIZES. DROP 3/4" CONDENSATE DRAINLINE DOWN TO FLOOR DRAIN INMECHANICAL ROOM.PROVIDE CONDENSATE PUMP WITHCEILING MOUNTED UNITSCENTERS1/8 AASECURE & CAULKTO CURB2-2x12 CURBSINGLE PLYROOFING24" MIN.1/2" GALV.MESH BIRDSCREENANGLE IRON SUPPORTVERTICAL FAN COIL PIPING DIAGRAMAHORIZONTAL FAN COIL PIPING DETAILBCEXTERNAL FILTER SECTION DETAILDEXTERNAL FILTER SECTION DETAILEFRETURN AIR PLENUM DETAILGTANK STAND DETAILHROUND DUCT ELBOW DETAILSJREGISTER INSTALLATION DETAILKCEILING MOUNTED EXHAUST FAN DETAILOSIDEWALL GRILLE CONNECTION DETAILNROOF TOP EXHAUST FAN DETAILMTYPICAL OUTSIDE AIR DUCT DETAILLGOOSENECK DETAILFAN COIL & REFRIGERANT PIPING DETAILSEE FLOOR PLAN FORDUCT SIZE11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:14 AMMECHANICALDETAILSM3.1NO. DESCRIPTION DATE 4" MIN.4" OR 6"10-3/8"POLYETHYLENE BASEGALVANIZEDSTRUT CLIPPOLYETHYLENE BASEGALVANIZED STRUT CLIP24" MIN.CADDYRPYRAMIDCADDYRPYRAMID8"5-5/8"8"POLYETHYLENE BASEGALVANIZEDSTRUT CLIPGALVANIZEDSTRUT CLIPPIPE CLAMPTYP. PIPE CLAMPTYP. PIPE CLAMPTYP. PIPETYPICAL LEG OFMECHANICALEQUIPMENTGALVANIZED STRUT CLIPNO SCALENO SCALENO SCALEREINFORCINGMENDEDGAGE2426DRIVERECOM-SLIPNO SCALE19 - 3013 - 18UP THRU 12LONGESTINCHESSIDE,DIMENSIONNONE REQUIRED26NONE REQUIRED1"x1"x1/8" @ 60 IN2424(ALLFOURSIDES)OFGAGEMETALSHEETBETWEENINTERMEDIATEREINFORCINGJOINTS &/ORTRANSVERSEANGLE SIZESPACINGLONGITUDINALAND MAXIMUM2"2"26MAX.12" OC2424-S SLIPRECOM-MENDEDGAGEHEMMED1"TRANSVERSE REINFORCING (1)MINIMUMAT JOINTS(1) TRANSVERSE REINFORCING SIZE IS DETERMINED BYDIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.GRIP NAILS SHALL BE INSTALLEDBY GRIPNAIL AIR HAMMER OR BYAUTOMATIC FASTENER EQUIP.METAL FASTENERS - OMARK INSULPINS,DURO DYNE FASTENERS OR GRIPNAILS.STRAPS TO BETIGHT AGAINSTDUCTWORKHANG DUCTS UP TO 30"WIDTH WITH 1" x 18 GAGESTRAPS AT 10'-0"MAXIMUM SPACING.SELF-TAPPING CADMIUMPLATED HEX HEAD SHEETMETAL SCREWNO POP RIVETS ALLOWEDHANGER STRAPSSHEET METAL DUCTNOT MORE THAN 2"FROM EDGE OF LINERALL ENDS OF LINER TO BECOATED WITH ADHESIVE.SEE SPECIFICATIONS.1" THICK DUCTLINERTOP AND BOTTOMSECTION OF LINERSHALL OVERLAPTHE SIDESENDS OF LINER SHALL BEBUTTED FIRMLY TOGETHERLINER TO BE ADHERED TODUCT W/100% ADHESIVESEE SPECIFICATIONS.EXPANDABLEHOSEEXHAUST DUCTRETURN AIR DUCT.SEE FLOOR PLANFOR SIZE.FILTER CARTRIDGEBARREL TOPADAPTER30 GALLONCOLLECTIONBARRELANGLE IRONSTAND WITHBASEPLANER AND SHAPER TO BE DUCTED SIMILAR30"SAW45°(ALL EQUIPMENT CONNECTED SIMILAR)RIGID DUCTWORKBLAST GATEBELTTRANSITIONAS REQ'D TOFIT TOEXISTINGEQUIPMENTFLEXIBLEDUCTWORKTRANSITION AS REQ'DTO FIT EXISTINGEQUIPMENT.RIGID DUCTBLAST GATEMINIMUMVELOCITY AT THISSPACE, 2000 FPMFLEX DUCTBLAST GATERIGID DUCTTABLEFENCE1/2" MINIMUMCLEARANCEMIN. VELOCITY AT THISSPACE, 2000 FPMFLOORFLEX DUCTTABLEHOOD 4-1/2" WIDE1-3/4" INSIDEDIA. FLEXIBLEHOSE.RIGID DUCTWORK500 CFM430 CFMFLEXIBLEDUCTWORKBLASTGATENO SCALENO SCALECONTROLSHEMMED EDGES10"-0" BY 5'-0"6'-9" TOFLOOR4"15"SUPPORT HOOD FROMSTRUCTURE WITH 1/2" RODSROOF4" MIN.HOOD TO BECONSTRUCTEDOF 18 GAUGESHEET METAL.8"-0" BY 5'-0"CONNECT (5) 12" DIA. EXHAUST DUCTS TOHOODS WITH BLAST GATES AND BALANCE EACHTO CFM AS INDICATED ON SHEET M1.1.18" DIA14" DIA.HD HD HDHDHDPROVIDE BLAST GATE INEACH CONNECTIONSEE SHEET M1.1FOR CONT.SEE FLOOR PLANFOR SIZE.NOTE:AUTOMATIC AIR VALVE AT HIGHDIRECTION OF FLOW WITHAT LOW POINTS.PIPING TO BE GRADED UP INPOINTS AND HOSE DRAINS6CP2-1/2" CHS2-1/2" CHR2-1/2" CHS2-1/2" CHREXISTING CHILLEREXISTING 6" CHSEXISTING 6" CHREXISTING ICE BANK2-1/2"2-1/2" CHR FROM SYSTEM2-1/2" CHS TO SYSTEMMEZZANINE FLOORCONNECT NEW 2-1/2' CHILLED WATER SUPPLYAND RETURN PIPING TO EXISTING 6"CORRESPONDING LINES AT EXISTING CHILLERLOCATION. PROVIDE NEW SHUT-OFF VALVESIN NEW PIPING. REFER TO SHEET M1.1 FORCHILLER AND PIPING LOCATIONS.SUPPORT PIPING FROMEXISTING CONCRETEPAD WITH PYRMAIDPIPE SUPPORT.PROVIDE RIGID FIBERGLASS PIPEINSULATION AND WRAP WITH METALCOVER ON ALL EXTERIOR PIPING.RISE PIPING UP IN WOOD SHOP.(REFER TO SHEET P1.1.) PROVIDERIGID FIBERGLASS PIPEINSULATION AND WRAP WITHMETAL COVER.SPIROTHERM 'SPIROTOP'AUTOMATIC AIR VENT WITHSHUT-OFF VALVE AT ALL HIGHPOINTS OF PIPING. (TYPICAL)TYPICAL PRESSURE GAUGETYPICAL TRIPLEDUTY VALVETYPICAL FLEXIBLE CONNECT.PLACE PUMP AND EQUIPMENTABOVE MEZZANINEPLATFORM. SEE LARGESCALE PLAN ON SHEET P1.1IN-LINE AIR SEPARATORNO SCALECAULKNON-HARDENINGCOLLARSTORMFLASHING4" MIN.2'-0"AND SEAL WATERTIGHTFLASH ONTO ROOFREFRIGERANT PIPING TODX COOLING COILREFRIGERANT PIPING TOCONDENSING UNITGALVANIZED METAL VENTTHRU ROOF WITH GOOSENECK.PYRAMID BRIDGE SUPPORT SYSTEMUNIVERSAL PYRAMID SUPPORTPYRAMID FOAM-BASED SUPPORTAB EQUIPMENT AND PIPING ON ROOF SUPPORT DETAILS C CANOPY HOOD DETAILDUCT CONSTRUCTION AND HANGER DETAILSAWDUST COLLECTORHORIZONTAL BELT SANDERRADIAL ARM SAWTABLE SAWJOINTERDSAWDUST COLLECTION SYSTEM DETAILSESAWDUST COLLECTION SYSTEM DETAILSCHILLED WATER PIPING DIAGRAMGHEMMED EDGE DETAILF PIPING THRU ROOF DETAIL8EF11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:15 AMMECHANICALDETAILSM3.2NO. DESCRIPTION DATE SPLIT SYSTEM A/C UNIT SCHEDULEFC6A600-7001208/60/1MITSUBISHI MODEL PKA-A30KA7 WITH WALL MOUNTEDCONTROLLER AND CONDENSATE PUMP30,000REFRIG. LINESLIQUIDSUCTIONFC6B30,000 19.6CHARSEERBTUSYM.MCABTUCFMSYM.OUTDOOR UNITINDOOR UNIT208/60/1CHARMITSUBISHI MODEL PUY-A30NHA7 WITH LOWAMBIENT 'HARD-START' KIT3/8" 5/8"25MCACOND.3/4"MANUFACTURERMANUFACTURER19.8SEERPC1M60325025012010080400°C20010015060325025012010080400°C200100150MEXHAUST FAN SCHEDULEFAN COIL UNIT SCHEDULEHEAT EXCHANGER SCHEDULECIRCULATING PUMP SCHEDULEGRILLE AND REGISTER SCHEDULEFEB SNOW MELT PIPING DETAILSD STEAM HEAT EXCHANGER & CONDENSATE PUMP PIPING DIAGRAMATYPICAL IN-FLOOR HEATING PIPING LAY-OUTCSNOW MELT MANIFOLD BOX DETAILSNOW MELT MANIFOLD DETAILSNOW MELT SYSTEM PIPING DIAGRAMHOT WATER PRE-HEAT COIL SCHEDULES.P.E.1EFSYM.TYPEC.F.M.CONTROLCHAR.WATTSR.P.M.REMARKS2EF3EFCEILING MOUNTED 150 100.25" 120/60/1 710 WITH LIGHTSTWIN CITY MODEL T150 WITH CEILING GRILLE, BACK-DRAFT DAMPER AND 6" Dia. DUCT TO ROOF CAP.PROVIDE EXTENSION AS REQUIRED TO INSTALL ABOVE MEZZANINE FLOOR. SEE DETAIL O/M3.1CEILING MOUNTED 150 100.25" 120/60/1 710 WITH LIGHTSTWIN CITY MODEL T150 WITH CEILING GRILLE, BACK-DRAFT DAMPER AND 6" Dia. DUCT TO ROOF CAP.PROVIDE EXTENSION AS REQUIRED TO INSTALL ABOVE MEZZANINE FLOOR. SEE DETAIL O/M3.14EF5EF6EF7EF8EFROOF MOUNTED300 1/4 HP.25" 120/60/1 975 WALL SWITCHTWIN CITY MODEL 085C-BCRD WITH BACK-DRAFT DAMPER WITH 14x14 SLEEVE THRU ROOF.MOUNT ON ROOF CURB. SEE DETAIL M/M3.1ROOF MOUNTED300 1/4 HP.25" 120/60/1 975 WALL SWITCHTWIN CITY MODEL 085C-BCRD WITH BACK-DRAFT DAMPER WITH 14x14 SLEEVE THRU ROOF.MOUNT ON ROOF CURB. SEE DETAIL M/M3.1ROOF MOUNTED 400 1/4 HP.25" 120/60/1 850 SWITCH ON HOODTWIN CITY MODEL 100C-BCRD WITH BACK-DRAFT DAMPER WITH 14x14 SLEEVE THRU ROOF.MOUNT ON ROOF CURB.IN-LINE2200 1/2.50" 120/60/1 950 ON HOODTWIN CITY MODEL BSI 165 WITH BACK-DRAFT DAMPER. MOUNT AS HIGH AS POSSIBLE.IN-LINE2000 1/4.50" 120/60/1 950 ON HOODTWIN CITY MODEL BSI 165 WITH BACK-DRAFT DAMPER. MOUNT AS HIGH AS POSSIBLE.SYM.FC1TYPEBLOWER SECTIONCFMESP H.P.TDCOOLING COILMBHCHAR.GPMMBHPDH.W. COILEWTREMARKSVALVEEATHORIZ. .75 1 208/60/1 60.0 22 9.0'122 180°F 20°F 65°FAUTO 2FC2FC3FC4FC5HX1SYM. TYPEREMARKSGPMPRESS.SIDE A (HOT WATER)PD LWT PIPE PDSIDE B (HOT WATER)GPMLWT SIZESHELL AND TUBE 5 PSI 2.1' --- --- --- 160°F 116 5' 3"B&G SU104-4 WITH 'U' TUBE DESIGN. MOUNT ON STAND. SEEDETAIL D/M3.3CP1IN-LINESYM.G.P.M.TYPE116HEAD25' 1H.P.120/60/1CHAR1750 HOT WATER CIRCULATINGRPMREMARKSMANUFACTURER & MODEL NO.GRUNDFOS MAGNA3 65-150 FTHROWSYM.SIZEBRANCHCONSTR.CFMFINISHDUCTF.D.O.B.REMARKSNO SCALERISE PIPING UP TO MANIFOLD REFER TOMANIFOLD DETAILTYPICAL LAYOUT OF PIPING. INSTALL AS PER MANUFACTURER'SRECOMMENDATIONS.9"9"9"9" 9" 9" 9"4-1/2"8"NOTE:REFER TO MANIFOLD SCHEDULE FOR NUMBER OFLOOPS AND MAXIMUM LENGTHS FOR EACHZONEMAXIMUM ZONE LENGTH = 300' USING 5/8" I.D.PEX-PIPING. PROVIDE NUMBER OF LOOPS ANDMANIFOLDS FOR COVERAGE IN AREAS SHOWN.CONCRETE SLAB"PEX" PIPE2" INSULATIONUNLESS NEXTTO BUILDINGSECURE PIPING TO RE-BARWITH TIE WIRE2" THICK RIGID INSULATIONBASE GRADE2" INSULATION UNLESS NEXT TO BUILDING. HOLDTOP OF INSULATION DOWN 2" BELOW GRADE FORLANDSCAPING.RETURNSUPPLY6" SPACING ON STAIRSFOR STAIR RAILNO SCALENO SCALENO SCALEEND CAP W/VENT GASKET3 LOOP VALVED MANIFOLD2 LOOP VALVED MANIFOLDEND CAP WITH VENT3 LOOP VALVE LESS MANIFOLDADAPTER ASSEMBLY WITH THERMOMETER PROPEX FITTING ASSEMBLY (5/8" )2 LOOP VALVE LESS MANIFOLD8-PROPEX RING9-3-5-7-6-4-2-1-89526217724321120V1-1/2"1-1/2"SYSTEMTYP. AIR VENTFLOW SWITCHCONTROLTO DDCTEMP.FLOORSENSORCIRCULATING PUMP4CP2HXFLOOR SINK1-1/2"1-1/2"CONCRETE WALKWAYNOTE:SNOW MELTING SYSTEMTO BE FILLED WITH 40%ANTIFREEZE SOLUTION.USE ONLY ANTIFREEZERADIANT SNOWMELT SYSTEMMANIFOLDS5/8" PEX PIPINGTO SIDEWALK RADIANTSNOW MELT LOOPSMINIMUM BURY IS 18"BELOW FINISHED GRADEUNDERGROUND PIPING SHALL BE UPONOR PRE-INSULATED PEX-A-PIPESYSTEM WITH ASTM F-190 FITTINGS. AVOID COUPLINGS IN PIPING. PROVIDE TEEFITTINGS ONLY WHERE NECESSARYRISE PIPING UP TOBOILER ROOM INMECHANICAL ROOMDIELECTRIC UNION IFCONNECTINGDISSIMILAR METALSSNYDER POWER LOGICCONTROL PANEL BY OWNERNOTE:SEE ELECTRICAL DRAWINGS FORINSTALLATION OF ELECTRICAL EQUIPMENT.NOTE:1-1/2"1-1/2"PROVIDE ELECTRICAL VAULT INGROUND WITH METAL TRAFFICRATED COVER3 WAY MIXING VALVETYP. SNOWMELTMANIFOLDSEE E/M3.3PIPING TO BE RUN OUTDOORS UNDER GRADE. REFER TO SHEETM1.1 FOR ROUTING AND SIZE OF LINES.TYPICALTHERMOMETER0-100 PSI PRESSUREGAUGE3/4" COLD WATER FILL LINE WITHRP VALVE. SEE DETAIL D/P3.2SPIROTHERM 1-1/2"IN-LINE AIRSEPARATORFLEXCON SXHT-90EXPANSION TANKALL DISTRIBUTION PIPING TOMANIFOLDS TO BE INSULATED(ABOVE OR BELOW GROUND) SEESPECIFICATIONS.TYP. SNOWMELTMANIFOLD SEE E/M3.3TYPICAL LOOPS. REFER SHEET M1.1 FOR MAXIMUMLENGTHS AND LOOPS FOR EACH ZONE5/8" "PEX" PIPE(TYP)5/8" "PEX"PIPE (TYP)3 GALLON MINIMUMANTIFREEZE FILL TANKNO SCALENO SCALECHS1-1/4"CHR1-1/4"CD3/4"HWS1-1/4"HWR1-1/4"PIPE SIZESPOSITIONFC6FC7FC81980MAGIC AIRE HCA-30C WITH 2 ROW HWHTG COIL AND 6 ROW CHILLED WATERCOILHORIZ. .75 1 208/60/1 48.0 15 22'79 180°F 20°F 65°FAUTO 21-1/4" 1-1/4" 3/4" 1-1/4" 1-1/4"POSITION1600MAGIC AIRE HCA-20 WITH 2 ROW HW HTGCOIL AND 6 ROW CHILLED WATER COILVERT. .75 1 208/60/1 60.0 15 17'122 180°F 20°F 65°FAUTO 21-1/4" 1-1/4" 3/4" 1-1/4" 1-1/4"POSITION1980MAGIC AIRE NDB-20 WITH 2 ROW HW HTGCOIL AND 4 ROW CHILLED WATER COILVERT. .75 1 208/60/1 60.0 15 17'122 180°F 20°F 65°FAUTO 21-1/4" 1-1/4" 3/4" 1-1/4" 1-1/4"POSITION1980HORIZ. .75 1 208/60/1 48.0 22 22'79 180°F 20°F 65°FAUTO 21-1/4" 1-1/4" 3/4" 1-1/4" 1-1/4"POSITION1600600-700MODINE MODEL SCW33BAEBA WITH HW ANDCW COILS AND CONDENSATE PUMP.CLG MTD. --- 1/16 208/60/1 21.4 6 4.4'180°F 20°F 65°F1" 1" 3/4" 3/4" 3/4"9EFSTEAMPDEWTCRSTEAM SIDEEWT180°F2 1/2" 1" --- ---HX2--- --- 26 120°F 1" 160°F 26 5' 1"B&G GPX-34 PLATE HEAT EXCHANGER WITH DIAGONAL FLOWDISTRIBUTION.180°F--- --- 100°F 5'PLATE (SNOWMELT)CP3IN-LINE 26 15' 1/4 120/60/1 1750 HOT WATER CIRCULATINGGRUNDFOS MAGNA3 40-120 FCP4IN-LINE 26 15' 1/4 120/60/1 1750 SNOW MELT SYSTEMGRUNDFOS MAGNA3 40-120 FCP5CONDENSATE PUMP 75 15' (2) 3/4 120/60/1 1750 DUPLEX CONDENSATE PUMPFEDERAL CCV-5010-4CI-2 WITH 70 GALLONRECEIVING TANK AND DUPLEX CONTROL PANEL---12x6 50-280 STEEL WHITE IN DUCT NO YESPRICE SERIES SDGE WITH EXTRACTION DAMPER---12x10 300-450 STEEL WHITE IN DUCT NO YESPRICE SERIES SDGE WITH EXTRACTION DAMPER---10x6 50-200 STEEL WHITE 10x6 NO YESPRICE SERIES 520D---14x10 250-450 STEEL WHITE 14x10 NO YESPRICE SERIES 520D---36x24STEEL WHITE 18x16 NO NOPRICE SERIES 5351200-1800---14x14ALUM. ANODIZED 14x14 NO NOPRICE SERIES 80200-400---10x6STEEL WHITE 10x6 NO NOPRICE SERIES 53550-200---14x8STEEL WHITE 14x10 NO NOPRICE SERIES 535200-450SR-1SR-2SR-3SR-4RG-1EG-1TG-1TG-24210EFSAW DUST COLLECTOR1800 7.5 HP14.0" 208/60/1 3500 STARTER SWITCHCP22" HOT WATERLINE TO HEATEXCHANGER#1. SEEDETAIL D/M3.32" HWR2" HWS1 1/2"1 1/2"AMERICAN WARMING LE-31 WITH DRAINABLE BLADES AND BIRD SCREEN.IN-LINE400 1/4.25" 120/60/1 1450 ON HOODTWIN CITY MODEL BSI 080 WITH BACK-DRAFT DAMPER. MOUNT IN DUCT JUST ABOVE HOODCEILING MOUNTED150 100.25" 120/60/1 710 WITH LIGHTSTWIN CITY MODEL T150 WITH CEILING GRILLE, BACK-DRAFT DAMPER AND 6" Dia. DUCT TO ROOF CAP.PROVIDE EXTENSION AS REQUIRED TO INSTALL ABOVE MEZZANINE FLOOR. SEE DETAIL O/M3.1.OL-1---36x24ALUM ANODIZED 36x24 NO NO200-1800SNYDER POWER LOGICCONTROL PANEL BY OWNERNEW YORK BLOWER - BACKWARD INCLINED SWSI IN CAMFIL GS2 LOWBOY DUST COLLECTOR SYSTEM.SEE SPECIFICATIONS.CP6IN-LINE 101 30' 1 120/60/1 1750 CHILLED WATER CIRCULATINGMODINE MODEL SCW33BAEBA WITH HW ANDCW COILS AND CONDENSATE PUMP.SEE MIN-SPLIT SYSTEM FAN COILSCHEDULE FOR FC-6 EQUIPMENT.65°F3/4"208/60/1 21.4 6 4.4' 1" 1"AUTO 2POSITIONAUTO 2POSITION180°F 20°F3/4" 3/4" 42CLG MTD.600-700--- 1/16GRUNDFOS MAGNA3 65-150FMAGIC AIRE HCA-20 WITH 2 ROW HW HTGCOIL AND 6 ROW CHILLED WATER COILMAGIC AIRE NDB020 WITH 2 ROW HW HTGCOIL AND 4 ROW CHILLED WATER COILGPM1281212844MCA11.811.88.68.611.81.21.2DIMENSIONSSYM.CFMCOIL ROWSPDLATREMARKS44-1/2" L x 29-1/8" H42004.4' 60°FWING MODEL B-36-DS WITH FACE AND BYPASS DAMPERMBH CAPACITY304.3EAT-20°FGPM30EWT180°FTD20°FWITH 70 GALLON RECEIVER.CONDENSATE RETURN PUMPCPTYP. EACH PUMPCHECK VALVE1-1/4" F&T TRAPTYPICAL EACH PUMPSHUT-OFF VALVE5HEAT EXCHANGERB&G SHELL & TUBEMODULATING STEAM VALVESTRAINERSTEAMSTARTERVENT AT CEILINGHWRCP1CP2CP3CIRCUIT SETTER SET AT 52 GPM2"2" CR1 1/4"2"4"2" TOHX2HX12"2"2"11/27/19G D AHW5762TA ENAYWSDDTEO C.ISDUFSREPROFNESGIEERTAISONLE EEKSOI REEN PROJECT NAME:SHEET NAME:OF SHEET NUMBER:ESA JOB #: 19043CHECKED BY: D. SUDWEEKSREVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1355 East Center StreetPocatello, ID 83204Contact: Dwayne Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEXDRAWN BY: M. THIEL12/2/2019 7:55:15 AMMECHANICALSCHEDULES ANDDETAILSM3.3NO. DESCRIPTION DATE CIRCUITING & GENERAL SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONKEYED NOTE REFERENCE1BRANCH CIRCUIT HOME-RUN TO PANEL INDICATEDA-1,3,53/4"C.-6#12,1#12GQTY & SIZE OF EQUIPMENT GROUND CONDUCTORQTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S)SIZE OF CONDUITA-1,3,53/4"C.-6#12,1#12GPANEL AND CIRCUIT DESIGNATIONSEQUIPMENT GROUNDING CONDUCTORTICK MARKSNEUTRAL CONDUCTOR(S)PHASE AND/OR SWITCH-LEG CONDUCTOR(S)BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALLBRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOORNEW EQUIPMENT, DEVICES, ETC.EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101*25,000ACALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER)FIRE ALARM SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONDETECTOR SUBSCRIPTSP PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTORID IN-DUCT SMOKE DETECTOR H HEAT DETECTORM MULTI-STATION SMOKE DETECTOR (120V W/BATTERY BACKUP)FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF)FFACPNOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF)REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF)NACRAMANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72)MAGNETIC DOOR HOLD OPEN ADDRESSABLE CONTROL/RELAY MODULEMMCMADDRESSABLE MONITORING MODULEFIRE ALARM FLOW SWITCHFIRE ALARM TAMPER SWITCHFSTSWALL MOUNTED FIRE ALARM HORN ONLYWALL MOUNTED FIRE ALARM STROBE ONLY(CANDELA RATING AS INDICATED)#ADDRESSABLE DETECTOR WITH BASE####CEILING MOUNTED FIRE ALARM STROBE ONLY(CANDELA RATING AS INDICATED)####WALL MOUNTED FIRE ALARM HORN STROBE(CANDELA RATING AS INDICATED)CEILING MOUNTED FIRE ALARM HORN STROBE(CANDELA RATING AS INDICATED)EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC.FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSDA. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP.B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT.C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS.D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR.E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS.F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER.G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN.H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES.I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS).J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN.L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY.M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS.N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES.GENERAL FIRE ALARM SYSTEM NOTESLIGHTING SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONPARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ONDRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION.2X4 FLUORESCENT OR LED FIXTURE2X2 FLUORESCENT OR LED FIXTURESURFACE MOUNTED FLUORESCENT OR LED FIXTURESTRIP FLUORESCENT OR LED FIXTUREWALL MOUNTED FLUORESCENT OR LED FIXTUREEXTERIOR WALL MOUNTED FIXTUREROUND RECESSED FIXTURESURFACE OR PENDANT FIXTURELIGHT FIXTURE SUBSCRIPTSNL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT)EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE)DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS.SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCHSCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION.SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION.SINGLE-POLE SWITCHDUAL-LEVEL SWITCH, PROVIDE CONTROL OF FIXTURES TO ALLOW OCCUPANT TO REDUCE LIGHT LEVEL TO 50%. (SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCH SUBSCRIPTS3 3-WAY SWITCH4 4-WAY SWITCHD DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES)K KEYED SWITCHF TIMER SWITCH (INTERMATIC MODEL EI400 SERIES)P PILOT LIGHTED SWITCHF1LIGHT FIXTURE TYPE DESIGNATIONS###WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACKCONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT.LV LOW-VOLTAGE SWITCH (PER DWG'S)T THERMAL-OVERLOAD SWITCHM SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C.WP WEATHERPROOF2P DOUBLE POLE, SINGLE THROW SWITCHGENERAL LIGHTING NOTES:A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC.B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V. DIMMING WIRING.D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA.###FMPOWER SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION)'MSB''T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION)'LA'ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULESFOR ADDITIONAL INFORMATION)DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATEDTYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3RFUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATEDTYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R(30A FUSES)COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4XJJUNCTION BOXCR = CORD REEL; SEE DRAWINGS FOR INFORMATIONCD = CORD DROP; SEE DRAWINGS FOR INFORMATIONEQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENTPRIOR TO ROUGH-INMOTOR CONNECTIONPOWER AND/OR DATA SERVICE POLEFLOORBOX WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATIONFLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) FB#FB#SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS)CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN)DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTGFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTDOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FTGFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT.RECEPTACLE AND EQUIPMENT SUBSCRIPTSACABOVE COUNTERWPWEATHERPROOF (UL LISTED WEATHER-RESISTANT)42"MOUNTING HEIGHT AFF OR AFGIGISOLATED GROUNDSSURGE-PROTECTION TYPEREFREFRIGERATORWWASHING MACHINEDDRYER (30A-240V RATED RECPT.)MMICROWAVE HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. TSOR30A/3P/3RSIZE 1(30A FUSES)SMALL EXHAUST FAN CONNECTIONTV120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONSUSB120V RECPT. WITH USB CHARGING PORTSEWCELECTRIC WATER COOLER; (SEE DETAIL. RECPT. SHALL BE ACCESSIBLE, DO NOT MOUNT BEHIND HOUSING.)DISPGARBAGE DISP. (UNDER SINK)DWDISHWASHER (COORDINATE W/ MILLWORK, INSTALL PER NEC 422.16(B)(2)).M/RMICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK)RELECTRIC RANGE (50A-240V RATED RECPT.)GENERAL SPECIAL SYSTEM NOTES:A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC.SPECIAL SYSTEMS SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONTELEPHONE AND DATA OUTLET NOTES:1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED.2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4" OR (2) 1"3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATEDTHROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED)DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_D-XTELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_T-XTELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_T/_D-XCEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES BELOW)_D-XRECESSED WALL MOUNTED AV OUTLET HUBBELL ENCLOSURE# NSAV62M(1) POWERKIT HBL#NSOKPS, (1) 4-PORT DATA PLATE HBL#NSP14WMOUNT 5'-0" AFF; FIELD COORDINATE WITH TV LOCATIONE.C. SHALL INSTALL 1"C FROM DATA COMPARTMENT TO IT ROOM, INSTALL (1) COAX CABLE AND (1) CAT 5e CABLE TO DATA RACK, MAKE ALL TERMINATIONS.TVA. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG.B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT.C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS.D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE.E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES:P1PH2/C3/C3P3PH3W4WACADAAFFAFGAICALA or AMPANNAPATSAVAWGBFG CCATVCBCCTVCKTCCPCTCUDSEAE.C.EMEMTENTEPOEQUIPEXFAFACPFLAFMCGNDG.C.GENGFIGFPHDHIDHOAHPHPSHVHZIGIMCJ-BOXABBREVIATIONSSINGLE POLESINGLE-PHASETWO-CONDUCTORTHREE-CONDUCTORTHREE POLETHREE-PHASETHREE-WIREFOUR-WIREABOVE COUNTERAMERICANS WITH DISABILITIES ACTABOVE FINISHED FLOORABOVE FINISHED GRADEAMPERE INTERRUPTING CAPACITYALUMINUMAMPEREANNUNCIATORACCESS POINT(WIRELESS DATA)AUTOMATIC TRANSFER SWITCHAUDIO VISUALAMERICAN WIRE GAGEBELOW FINISHED GRADECEILING MOUNTEDCABLE TELEVISIONCIRCUIT BREAKERCLOSED CIRCUIT TELEVISIONCIRCUITCONDUITCONTROL PANELCURRENT TRANSFORMERCOPPERDISCONNECT SWITCHEACHELECTRICAL CONTRACTOREMERGENCYELECTRICAL METALLIC TUBINGELECTRICAL NONMETALLIC TUBINGEMERGENCY POWER OFFEQUIPMENTEXISTINGFIRE ALARMFIRE ALARM CONTROL PANELFULL LOAD AMPSFLEXIBLE METAL CONDUITGROUNDGENERAL CONTRACTORGENERATORGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT PROTECTIONHEAVY DUTYHIGH INTENSITY DISCHARGEHAND-OFF-AUTOMATICHORSE POWERHIGH PRESSURE SODIUMHIGH VOLTAGEHERTZISOLATED GROUNDINTERMEDIATE METAL CONDUITJUNCTION BOXVKVAkWkWhLEDLFMCLFNCLTGLVMAXM.C.MCAMCBMCCMDPMHMINMLOMOCPNANCNECNEMANFPANICNLNONTSOCOH DROLPBPPNLPTPTZQTYRCPRMCRNCSCASCBASFSPDSPECSWBDSWGRTLTPTTBTVTYPUGUPSVVAV.I.F.VFDW/W/OWPXFMRKILOVOLTKILOVOLT AMPEREKILOWATTKILOWATT HOURLIGHT EMITTING DIODELIQUID TIGHT FLEXIBLE METAL CONDUITLIQUID TIGHT FLEXIBLE NONMETALLIC CONDUITLIGHTINGLOW VOLTAGEMAXIMUMMECH. CONTRACTORMINIMUM CIRCUIT AMPSMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMAIN DISTRIBUTION PANELMANHOLEMINIMUMMAIN LUGS ONLYMAXIMUM OVERCURRENT PROTECTIONNOT APPLICABLENORMALLY CLOSEDNATIONAL ELECTRICAL CODENATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNATIONAL FIRE PROTECTION ASSOCIATIONNOT IN CONTRACTNIGHT LIGHTNORMALLY OPENNOT TO SCALEON CENTEROVERHEAD DOOROVERLOADPUSHBUTTONPHASEPANELPOTENTIAL TRANSFORMERPAN/TILT/ZOOMQUANTITYREFLECTED CEILING PLANRIGID METAL CONDUITRIGID NONMETALLIC CONDUITSHORT CIRCUIT AMPSSTANDARD COLOR BY ARCHITECTSQUARE FOOT (FEET)SURGE PROTECTION DEVICESPECIFICATIONSWITCHBOARDSWITCHGEARTWIST LOCKTWISTED PAIRTELEPHONE TERMINAL BOARDTELEVISIONTYPICALUNDERGROUNDUNINTERRUPTIBLE POWER SUPPLYVOLTSVOLT AMPEREVERIFY IN FIELDVARIABLE FREQUENCY DRIVEWITHWITHOUTWEATHERPROOFTRANSFORMERA. ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.B. ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL.C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC.E. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT.F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN.G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC.H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES.J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS.K. UNLESS SPECIFICALLY INDICATED OTHERWISE, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/CONTRACTOR; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. PROJECT GENERAL NOTES:CONTACT: Jarom Taylor Nexant(801) 746-1623for assistance.UTILITY LIGHTING REBATES & INCENTIVES:IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS.TYPICAL DEVICE MOUNTING HEIGHTS:GENERAL COORDINATION NOTE:GENERAL DETAIL NOTES:FINISH FLOOR1' - 6''THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TOLIGHT SW.(OR AS NOTED)* 4' - 0''* 3' - 6''(OR AS NOTED)RECEPTACLE@ MILLWORKBACKSPLASHCAB. DIMENSIONSPER ARCH. DETAIL6"CABINET*E.C. SHALL COORDINATE ALL DEVICEMOUNTING HGTS. AND EXACT LOCATIONWITH ARCHITECTURAL INTERIORELEVATIONS REPORT CONFLICTS TOARCHITECT **PRIOR TO ROUGH-IN**ROUGH-IN.TYPICAL FOR ALL DEVICESMOUNTED ABOVE COUNTER(ie C.O.'S, DATA, PHONE etc.)A.B.C.D.ALL MOUNTING HEIGHTS TYPICAL UNLESSNOTED OTHERWISE.COORDINATE OUTLET HEIGHTS WITHARCHITECTS MILLWORK DWGS. TO INSURETHAT OUTLETS WILL NOT FALL BEHINDCABINETS, BACKSPLASHES, OR INTERFEREWITH WAINSCOTING, ETC.ALL SWITCHES AND THERMOSTATS TO BEMOUNTED AS CLOSE TO DOOR JAMS ASPOSSIBLE. COORDINATE ALL DEVICES WITHARCHITECTURAL PLANS AND DETAILS.COORDINATE LIGHT SWITCH & OUTLETHEIGHTS WITHARCHITECTURALWAINSCOTING AND OR TILE WORK SO ASNOT TO FALL MIDWAY IN THESE FINISHES.FIRE6' - 8''FIRE ALARM NOTIFICATIONDEVICEFIREMANUAL PULL STATIONHANDLE SHALL BEBETWEEN 42" & 48" AFFCABINETRECEPT.TELE/DATAOUTLETTVOUTLETELECTRICAL EQUIP. CLEARANCEELECTRICALEQUIPMENTNOTE #1NOTE#4NOTE#3NOTE#2NOTES:1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES.3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR.4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE.GENERAL NOTES:A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT.8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUSDATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019P.E. JOB #197711-27-201911/27/2019 1:25:42 PMELECTRICALSYMBOLS &DETAILSBrock Paynepaynebr94@gmail.com208-232-4439E0.0TEPSECURITY & ACCESS CONTROL SYMBOL SCHEDULENOTE: ALL SYMBOLS MAY NOT BE USEDSYMBOLDESCRIPTIONCARD READER; LOCATION UTILIZE 4SQ. BOX W/ 1-GANG MUDRING, 3/4" C TO ACCESS CONTROL BOARD AND PULL STRINGCRICONNECTION TO DOOR FRAME FOR ACCESS CONTROL PROVIDE (1) 3/4" C FROM DOOR FRAME TO ACCESS CONTROL BOARD, WITH PULL STRING• E.C. SHALL PROVIDE AND INSTALL CCTV CAMERAS AS INDICATED ON DRAWINGS. PROVIDE ALL REQUIRED CABLING, TERMINATIONS AND MOUNTING HARDWARE. COORDINATE INSTALLATION BYU-I SECURITY DEPARTMENT.• E.C. SHALL COORDINATE ALL ACCESS CONTROL ROUGH-IN AND INSTALLATIONS WIHT RICHARD HAWKINS FROM BYU-I ELECTRICAL SHOP PRIOR TO ANY INSTALLATIONS.GENERAL SECURITY & ACCESS CONTROL NOTES:INDOOR SECURITY CAMERA: AXIS P/N: P3225V. PROVIDE 3/4" C., W/ 1# CAT 6A CABLE FROM CAMERA TO DATA ROOM; PROVIDE ALL REQUIRED TERMINATIONS.OUTDOOR SECURITY CAMERA: AXIS P/N: Q3505VE. PROVIDE 3/4" C., W/ 1# CAT 6A CABLE FROM CAMERA TO DATA ROOM; PROVIDE ALL REQUIRED TERMINATIONS.ENO. DESCRIPTION DATE SPORICLARKEFIRST EASTLOCATE ACCESS HATCHES INCONCRETE WALKS. NOTIFYARCHITECT IF CONFLICT EXISTS8'-0"8'-0"6" REINFORCEDCONCRETE WALLSPRE-CAST CONCRETEUTILITY BOX. SEE DUCTBANKDETAILS FOR CONDUIT COUNTSFOR EACH WALL.ALUMINUM ACCESS HATCHBILCO #J5AL, HS-20 42" X 42".NO SUBSTITUTIONSPULLING EYETYPICAL FORONE EACH WALL.HAND FINISH VAULTENTRANCE (TYPICAL)WALL AT DUCT BANKWITH 1" C. TO GUTTER5'-0" (MIN)PULLBOX LID TO BE AT GRADE,PROVIDE CONCRETE EXTENSIONSAS REQUIRED FOR PULLBOX DEPTHBILCO #J-5AL, HS-20SIDEWALKTYPICALDUCT BANK6" PEA GRAVELREFER TO SITE ELECTRICAL DRAWINGS AND DUCTBANK DETAILSFOR ALL CONDUIT ENTRY/EXITS FOR EACH VAULT, ALONG WITHLOCATION OF ACCESS HATCH LOCATION.4" RUBBERIZED MULCHTEST POINTONE SHOWN, SUPPLYQUANTITY AS REQUIREDNEW H.V. ELBOWCONNECTION W/IN RED CONCRETECONDUIT ENCASED12"36"RGS SWEEPAND RISERBASEMENT (TYPICAL)CONCRETE OR FIBERCOMPACT FILL6" BED OF PEA GRAVEL.NEW SWITCHCONCRETE PAD'COMMBOARD'VAULT E1912VAULT E181F12F10F10F10F11F11F11F11EXISTING VAULTE163456789NEW POWER PULL BOX SEE DETAILEXISTING SPRINKLER CONTROL1011111212B-42SEE DETAIL(B/E0.1)SEE DETAIL(B/E0.1)SEE DETAIL(E/E0.1)4-4" DUCT BANK1313MIN 48"GRADECOMPACT FILLWRAP DUCT BANK WITH REBAR36" O.C. FOR ENTIRE PORTIONCROSSING AND DRIVEWAY ORSTREETS.RED CONCRETECONDUIT(TYPICAL)NOTES:1.ALL ELBOWS SHALL BE RIGID STEEL LONG SWEEPING.2. ALL RISERS SHALL BE RIGID STEEL3.E.C. SHALL MAINTAIN THESE SPECIFIED SPACINGS FOR ALLCONCRETE ENCASED CONDUITS.4. E.C. SHALL SWAB EACH SPARE CONDUIT IN ALL NEW DUCTBANKS, THEN INSTALL A REUSABLE FACTORY DUCT SEAL INEACH END TO KEEP CLEAN.#4 REBAR(TYP FOREACH CORNER)4"C4"C4" MIN.(TYP)4" MIN.(TYP)5.E.C. MAY SUBMIT CONFIGURATION MODIFICATIONS FOR APPROVALBASED UPON SITE CONDITIONS.6. REUSABLE DUCT SEAL SHALL BE SUCH AS TYCO MP0326. SIZE TO DUCT.4"C4"C5"C5"CPULLING EYETYPICAL ONEON EACH WALLE.C. SHALL WRAP ALLEXPOSED 15KV WITHFIRE TAPE6" REINFORCEDCONCRETE WALLSPRE-CAST CONCRETE UTILITYPULLBOX WITH OPEN FLOOR.NOTES:1. PULLBOX SHALL BE FABRICATED TO MEET ASTM C858 WITHAASHTO HS-20 LOADING.2. E.C. SHALL COORDINATE WITH PULLBOX FABRICATOR THEEXACT LOCATIONS FOR ALL DUCTBANK ENTRY POINTS.3. SET PULLBOX PLUMB AND LEVEL 12" MIN. BELOW GRADE.4. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF PULLBOX.8'-0"8'-0"1" PVC DRAINOFF OF LIDTO VAULTDRYWELLMIN 48"GRADECOMPACT FILLWRAP DUCT BANK WITH REBAR36" O.C. FOR ENTIRE PORTIONCROSSING AND DRIVEWAY ORSTREETS.RED CONCRETECONDUIT(TYPICAL)NOTES:1. ALL ELBOWS SHALL BE RIGID STEEL LONG SWEEPING.2. ALL RISERS SHALL BE RIGID STEEL3. E.C. SHALL MAINTAIN THESE SPECIFIED SPACINGS FOR ALLCONCRETE ENCASED CONDUITS.4. E.C. SHALL SWAB EACH SPARE CONDUIT IN ALL NEW DUCTBANKS, THEN INSTALL A REUSABLE FACTORY DUCT SEAL INEACH END TO KEEP CLEAN.#4 REBAR(TYP FOREACH CORNER)4"C4" MIN.(TYP)4" MIN.(TYP)5.E.C. MAY SUBMIT CONFIGURATION MODIFICATIONS FOR APPROVALBASED UPON SITE CONDITIONS.6. REUSABLE DUCT SEAL SHALL BE SUCH AS TYCO MP0326. SIZE TO DUCT.4"CKEY NOTES:#1 PROVIDE AND INSTALL (3) 3" CELL FABRIC INNERDUCT IN EACHCONDUIT IN DUCT BANK2 THERE IS A 144 COUNT FIBER CABLE THAT WAS CUT AT VAULT E16AND PULLED BACK TO VAULT E19 E.C. SHALL REINSTALL THIS F.O.CABLE FROM E19 TO E16 AND SPLICE ONTO EXISTING CABLE INVAULT E16 RESTORING THE CAMPUS EAST FIBER LOOP3 EXISTING GENERATOR TO REMAIN4 EXISTING CHILLER TRANSFORMER TO REMAIN5 EXISTING SPORI TRANSFORMER TO REMAIN6 EXISTING SWITCH R5 TO BE RELOCATED. RECEIVE AND INSTALLEXISTING TRANSFORMER FROM OWNER AND INSTALL IN THISLOCATION (WORK BY OWNER)7 EXISTING EMERGENCY PANEL TO REMAIN PROVIDE AND INSTALL A100A 3P BREAKER FOR E-POWER IN NEW SPORI ANNEX.8 CARFULLY DISCONNECT, REMOVE, AND RELOCATE EXISTINGSWITCH R5 TO THIS LOCATION. REWORK EXISTING FEEDERS FROMSTADIUM, SNOW, SPORI, AND ROMNEY INTO THIS SWITCH. WORKPERFORMED BY OWNER9 PROVIDE AND INSTALL 3 - #2 15KV CABLE + GND IN EXISITNGCONDUIT FROM NEW SWITCH LOCATION TO NEW SPORI ANNEXTRANSFORMER. WORK PERFORMED BY OWNER10 THERE IS A 72 COUNT FIBER CABLE THAT WAS CUT AT VAULT E19AND PULLED BACK TO VAULT E16. E.C. SHALL REINSTALL THIS F.O.CABLE FROM E16 TO E19 AND SPLICE ONTO EXISTING CABLE INVAULT E19 RESTORING THE CAMPUS WEST FIBER LOOP11 PROVIDE AND INSTALL NEW 24 STRAND SINGLE NODE FIBER FROMVAULT E16 TO DEMARK IN NEW CERAMICS LAB. SPLICE TOPREVIOUSLY CUT STRANDS THAT FED THE KIRKHAM BUILDING,MAKE ALL TERMINATIONS.12 E.C.SHALL CAREFULLY EXPOSE EXISTING CONDUIT IN EXISTINGDUCT BANK SPLICE ONTO CONDUIT AND EXTEND TO NEW IT ROOMAND VAULT AS INDICATED ENCASE IN CONCRETE SEE DETAIL.13 E.C. SHALL DISCONNECT AND REMOVE EXISTING POLE LIGHTS INCONFLIECT WITH THE REMODEL. REMOVE ALL ASSOICATEDFOUNDATION, CONDUIT, AND WIRE. E.C. SHALL REWORK EXISTINGCIRCUIT TO THE THREE EXISTING LIGHTS ON THE EAST SIDE OF THECLARKE BUILDING AND MAKE ALL REQUIRED CONNECTIONS. TURNUNUSED POLE LIGHTS OVER TO THE OWNER.SCALE: 1" = 40'-0"1ELECTRICAL SITE PLAN40'20'0"NORTH8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019P.E. JOB #197711-27-201911/27/2019 1:25:43 PMELECTRICALSITE PLANBrock Paynepaynebr94@gmail.com208-232-4439E0.1TEPSCALE: NONEBDUCT BANK DETAILSCALE: NONEAPOWER PULL BOX DETAIL - BY OWNERSCALE: NONECPULL BOX SECTION VIEW - BY OWNERSCALE: NONEDPULL BOX PLAN VIEW - BY OWNERSCALE: NONEEDUCT BANK DETAIL - INTO BUILDINGSCALE: NONEFTYPLICAL SWITCH PAD DETAIL - BY OWNERALL HV WORK SHOWN SHALL BE PERFORMED BY BYU-IDAHO. E.C. SHALL BE RESPONSIBLE FOR ALL DUCT BANK, CONDUIT, AND CONDUCTORS FOR LV. COMPARTMENT OF TRANSFORMERNO. DESCRIPTION DATE nPDCSnD1SnD1SnD1nPnPnPnPnPSnD1nPnPDnPSnD1SnD1SnD1FSnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1SnD1nP2nPSnD1SnD1nPnPnP2SnD1SnD1nPDCOFFICE100VESTIBULE1-AFOYER1-BOFFICE105VESTIBULE1-CCERAMICS CLASSROOM104WOMEN'S RESTROOM103MEN'S RESTROOM102MECHANICAL & ELECTRICALROOM119BCUSTODIAL ROOM119ADATA ROOM119CSCULPTURE CLASSROOM101WOOD SHOP110KILN ROOM112HALLWAY1-EB.F.A. STUDIO113TOOL ROOM114HALLWAY1-FGLAZING ROOM118DAMP ROOM104ACLAY STORAGE117ARAKU KILN AREA115CLAY MIXING & DRY STORAGE117FOUNDRY, FORGE & WELDINGAREA111HALLWAY1-DPLASTER AREA101BFURNITURE STORAGE AREA101AF2F2F2F2F3F3F3F3F3F3F3F3F3F3F13F3F3EF13F13EF7F7F7F7F13EF7F13F7F7F3F3EF7F7F7F7F1F1F3F3F4F4(TYP)F6F5EF5F5F5EF5F5F5EF5(TYP)F6F6F5F6F5EF6F6F6F6F6EF6F5EF5F6EF6F6F3F3F3F3F6EF6F6F6EF6F3F3F6F6F6F3F3F5F5F5F15F16F16F15F16F16F17F16F18F5F6F6F5F6F6F5F5F5F5F18F6F6B-15B-13F5F5F5F5B-7B-7F6EB-7F14F14B-7B-7F3F3B-10B-14F19F19F19F19F19F19F19F6EF6E1211111F21F21T3T3F5B-43B-4342563401.25.8FEDCBGA.7F9F9F91F5F5F5F5F5F5B-162534DC(TYP)F20(TYP)F20B-47B-45F20F202563401.25.8FG1A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: KEY NOTES:#1 PROGRAM FIXTURES TO AUTOMATICALLY DIM WITH DAYLIGHTCONTRIBUTION IN THIS ROOM.2 TO CONTROLLER ADJACENT TO PANEL SEE FIXTURE SCHEDULE3 INSTALL TRACK LIGHT TRANSFORMER ABOVE CEILING4 PROVIDE AND INSTALL (3) OVER RIDE SWITCHES. (1) FOR WALLTRACK, (1) FOR DISPLAY CASE S AND (1) FOR OVER HEAD FOYERTRACK LIGHTING. NORMAL OPERATION. FIXTURES WILL BESCHEDULED THRU POWER LINK THESE SWITCHES WILL SERVE ASMANUAL OVER RIDE. LABEL EACH SWITCH.SCALE: 1/8" = 1'-0"1LIGHTING PLAN16'8'0"NORTHSCALE: 1/8" = 1'-0"2MEZZANINE8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019P.E. JOB #197711-27-201911/27/2019 1:25:46 PMLIGHTINGPLANBrock Paynepaynebr94@gmail.com208-232-4439E1.0TEP16'8'0"NORTHSCALE: 1/8" = 1'-0"3TRACK LIGHTING ABOVE LOBBY16'8'0"NORTHSPECIAL NOTES: SWITCH LEGIN GENERAL SWITCH LEG CONDUCTORS ARE NOT SHOWN. E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE DESCRIBED CONTROL SCHEMES, INCLUDING ALL 0 -10V. CONTROL WIRING.NO. DESCRIPTION DATE JCRJCRJCRJCRJCRJCRJCRJCRJCRJCRJCRJCRCRCRCRCRMMMOFFICE100VESTIBULE1-AFOYER1-BOFFICE105VESTIBULE1-CCERAMICS CLASSROOM104WOMEN'S RESTROOM103MEN'S RESTROOM102MECHANICAL & ELECTRICALROOM119BCUSTODIAL ROOM119ADATA ROOM119C??WOOD SHOP110KILN ROOM112HALLWAY1-EB.F.A. STUDIO113TOOL ROOM114HALLWAY1-FGLAZING ROOM118DAMP ROOM104ACLAY STORAGE117ARAKU KILN AREA115CLAY MIXING & DRY STORAGE117FOUNDRY, FORGE & WELDINGAREA111HALLWAY1-DPLASTER AREA101BFURNITURE STORAGE AREA101AWPEQ-16AEQ-16BEQ-16CEQ-16DEQ-17EQ-20EQ-21EQ-10ACAC6D-516D-53D-43D-43D-43D-43D-4A-1,3,5A-2,4,6A-7,9,11ACACACACACA-20,22ACACACACA-32,37B-25A-25,27B-2EQ-1EQ-2EQ-4EQ-3EQ-5EQ-6EQ-7EQ-8EQ-9EQ-11EQ-12EQ-13EQ-14EQ-18AEQ-18BEQ-18CEQ-23EQ-22EQ-26IEQ-26AEQ-26BEQ-26CEQ-26DEQ-26EEQ-26FEQ-26GEQ-26HEQ-26JEQ-26KEQ-25AEQ-26LEQ-26MEQ-26NEQ-26OEQ-26PEQ-26QEQ-25BEQ-25CEQ-25DEQ-25EEQ-25FEQ-25GEQ-243D-43D-4EQ-15EQ-19E-5E-32D-32222222223D-43D-4A-4733A-5933B-20,22,24A-2A-2,4B-20B-20,222A-292D-3'TRANSFERSWITCH''E''A''B''A SEC 2''M'2563401.25.8FEDCBGA.7EF-3EF-5EF-42563401.25.8FEDCBGA.7CU-6A. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES: KEY NOTES:#1 SLIM-LINE AV SYSTEM CABINET. PROVIDE (2) DUPLEX OUTLETS INCABINET, EXTRA-DEEP BOX WITH 1 1/2" CONDUIT TO STRUCTURALCEILING SPACE FOR DATA/AV CABLING. COORDINATE EXACTPLACEMENT OF BOXES WITH CABINET PRIOR TO ROUGH-IN.PROVIDE A #10 GREEN INSULATED GROUND CONDUCTOR FROMCABINET TO NEAREST ELECTRICAL ROOM GROUND BAR. FIELDVERIFY FINAL LOCATION PRIOR TO ROUGH-IN.2 ACCESS CONTROL CONNECTION TO DOOR FRAME, REFER TOSYMBOL SCHEDULE.3 CONNNECT TO AUTOMATIC ADA DOOR, PROVIDE ALL REQUIREDCONNECTION AND ROUGH-IN OF PUSHBUTTONS, COORDINATE WITHG.C. PRIOR TO ROUGH-IN.SCALE: 1/8" = 1'-0"1POWER & DATA PLAN16'8'0"NORTH8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019P.E. JOB #197711-27-201911/27/2019 1:25:49 PMPOWER/DATA/ROOF PLANBrock Paynepaynebr94@gmail.com208-232-4439E2.0TEPSCALE: 1/8" = 1'-0"2ROOF16'8'0"NORTHNO. DESCRIPTION DATE FSTSTSFOFFICE100VESTIBULE1-AFOYER1-BOFFICE105VESTIBULE1-CCERAMICS CLASSROOM104WOMEN'S RESTROOM103MEN'S RESTROOM102MECHANICAL & ELECTRICALROOM119BCUSTODIAL ROOM119ADATA ROOM119CSCULPTURE CLASSROOM101WOOD SHOP110KILN ROOM112HALLWAY1-EB.F.A. STUDIO113TOOL ROOM114HALLWAY1-FGLAZING ROOM118DAMP ROOM104ACLAY STORAGE117ARAKU KILN AREA115CLAY MIXING & DRY STORAGE117FOUNDRY, FORGE & WELDINGAREA111HALLWAY1-DPLASTER AREA101BFURNITURE STORAGE AREA101A'FACP'WPWPE-1MECHANICAL RISER ROOM116WP1WP22563401.25.8FEDCBGA.7FIRE ALARM SYSTEM NOTES:• FIRE ALARM SYSTEM CONDUIT ROUTING SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR AND FIRE ALARM CONTRACTOR TO MEET THE SPECIFIED DESIGN CRITERIA.• ALL FIRE ALARM SYSTEM CABLING SHALL BE RUN IN CONDUIT OR WIREMOLD WHERE SURFACE MOUNTED RACEWAY MUST BE INSTALLED IN EXISTING FINISHED SPACES.• CONTRACTOR SHALL PROVIDE ADDITIONAL POWER SUPPLY AND AMPLIFIER PANELS WHERE REQUIRED TO MEET THE SPECIFIED DESIGN CRITERIA.• CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION AND OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM. INCLUDE LETTER WITH SHOP DRAWING SUBMITTAL TO ENGINEER.NEWFIRE ALARM &VOICE EVAC.PANEL(S)TYPICAL NOTIFICATIONAPPLIANCE CIRCUIT(STROBES)TYPICAL INITIATINGDEVICE CIRCUIT(SLC LOOP)CLASS BHPFSTSDMMCMRMTYPICAL NOTIFICATIONAPPLIANCE CIRCUIT(SPEAKERS)RAREMOTE ANNUNCIATOR(S) WITHMICROPHONE(VERIFY LOCATION WITH LOCAL AHJ)DCMCONDUIT (TYP)TO TELEPHONE BOARDDOOR HOLDERCIRCUITMECH. EQUIP.FAN SHUT DOWN120V CRKTADDITIONAL NAC &LIFIER PANELSAS NEEDED, INSTALLIN ELEC. ROOMSA. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES:SCALE: 1/8" = 1'-0"1FIRE ALARM PLANA. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP.B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT.C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS.D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR.E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS.F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER.G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN.H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES.I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS).J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.K. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC.L. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN.M. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY.N. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS.O. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES.P. ELECT. CONTR. TO CONNECT FIRE SPRINKLER SYSTEM WATER GONG, TO NEAREST SOURCE OF 120 VOLT UNSWITCHED POWER.GENERAL NOTES:SCALE: NONEAFIRE ALARM RISER DIAGRAMNORTH40'20'0"8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019P.E. JOB #197711-27-201911/27/2019 1:25:51 PMFIRE ALARMPLANBrock Paynepaynebr94@gmail.com208-232-4439E3.0TEPKEY NOTES:#1 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES; VERIFYEXACT NUMBER OF SWITCHES WITH FIRE SPRINKLER CONTRACTOR.2 INSTALL FIRE BELL AND HORN/STROBE ABOVE FIRE DEPT.CONNECTION; FIELD LOCATION, COORDINATE LOCATION WITH FIRESPRINKLER CONTRACTOR PRIOR TO ROUGH-IN.NO. DESCRIPTION DATE M MFFMMMMMMMMFTTTTTSTTMFFMMMTO FC - 4TO FC - 3EF-7EF-8FC-3FC-4EF-2EF-1FC-6FC-7FC-8CP-5EF-6WH-1CP-2CP-3CP-4CP-1EF-9OFFICE100VESTIBULE1-AFOYER1-BOFFICE105VESTIBULE1-CCERAMICS CLASSROOM104WOMEN'S RESTROOM103MEN'S RESTROOM102MECHANICAL & ELECTRICALROOM119BCUSTODIAL ROOM119ADATA ROOM119CSCULPTURE CLASSROOM101WOOD SHOP110KILN ROOM112HALLWAY1-EB.F.A. STUDIO113TOOL ROOM114HALLWAY1-FGLAZING ROOM118DAMP ROOM104ACLAY STORAGE117ARAKU KILN AREA115CLAY MIXING & DRY STORAGE117FOUNDRY, FORGE & WELDINGAREA111HALLWAY1-DPLASTER AREA101BFURNITURE STORAGE AREA101AMECHANICAL RISER ROOM1162563401.25.8FEDCBGA.7TO FC - 511TO FC - 2TO FC - 1CP-61TO EF - 3TO EF - 4FC-2FC-1B-12FC-515534DC8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019P.E. JOB #197711-27-201911/27/2019 1:25:52 PMMECHANICALPLANBrock Paynepaynebr94@gmail.com208-232-4439E4.0TEPA. REFER TO SYMBOL SCHEDULES FOR GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC.GENERAL NOTES:KEY NOTES:#1 CONNECT TO LIGHTING CIRCUITS AND CONTROLSSCALE: 1/8" = 1'-0"1MECH16'8'0"NORTHPLUMBING - WATER HEATERID#VOLTSPH.PANELCIRCUITFEEDERNOTESWH1208 V1A61,633/4" C., 3#10 + 1#12 GNDMECHANICAL - FAN COIL UNIT SCHEDULEID#VOLTSPH.HPPANELCIRCUITNOTESFC1208 V11-1/2B9,11PROVIDE WITH LOCAL DISCONNECTFC2208 V11B44,46PROVIDE WITH LOCAL DISCONNECTFC3208 V11-1/2A65,67PROVIDE WITH LOCAL DISCONNECTFC4208 V11-1/2A58,60PROVIDE WITH LOCAL DISCONNECTFC5208 V11A54,56PROVIDE WITH LOCAL DISCONNECTFC6208 V1A62,641,2FC7208 V1A55,57PROVIDE WITH LOCAL DISCONNECTFC8208 V1A66,68PROVIDE WITH LOCAL DISCONNECTMECHANICAL - EXHAUST FAN SCHEDULEID#VOLTSPH.HPWATTSPANELCIRCUITFEEDERNOTESEF1120 V1100 WB133/4" C., 2-#12 + GNDCONNECT TO LIGHTING CKT ANDCONTROLSEF2120 V1100 WB133/4" C., 2-#12 + GNDCONNECT TO LIGHTING CKT ANDCONTROLSEF3120 V11/4B303/4"C.,2#12+1#12GPROVIDE WITH LOCALDISCONNECTEF4120 V11/4B293/4"C.,2#12+1#12GPROVIDE WITH LOCALDISCONNECTEF5120 V11/4B293/4"C.,2#12+1#12GPROVIDE WITH LOCALDISCONNECTEF6120 V11/4A393/4"C.,2#12+1#12GPROVIDE WITH LOCALDISCONNECTEF7120 V11/2B43/4"C.,2#12+1#12GPROVIDE WITH LOCALDISCONNECTEF8120 V11/4B43/4"C.,2#12+1#12GPROVIDE WITH LOCALDISCONNECTEF9120 V1100 WB133/4" C., 2-#12 + GNDCONNECT TO LIGHTING CKT ANDCONTROLSPLUMBING -CIRCULATION PUMPID#VOLTSPH.HPPANELCIRCUITFEEDERNOTESCP1120 V11A283/4"C.,2#10+1#10GSEE MECHANICAL DRAWINGS FORLOCATIONS AND SIZING. PROVIDE WITHLOCAL DISCONNECTCP2120 V11A263/4"C.,2#10+1#10GSEE MECHANICAL DRAWINGS FORLOCATIONS AND SIZING. PROVIDE WITHLOCAL DISCONNECTCP3120 V11/4A713/4"C.,2#12+1#12GSEE MECHANICAL DRAWINGS FORLOCATIONS AND SIZING. PROVIDE WITHLOCAL DISCONNECTCP4120 V11/4A713/4"C.,2#12+1#12GSEE MECHANICAL DRAWINGS FORLOCATIONS AND SIZING. PROVIDE WITHLOCAL DISCONNECTCP5120 V11-1/2A303/4"C.,2#10+1#10GSEE MECHANICAL DRAWINGS FORSIZING. PROVIDE WITH LOCALDISCONNECTCP6120 V11A693/4"C.,2#10+1#10GSEE MECHANICAL DRAWINGS FORLOCATIONS AND SIZING. PROVIDE WITHLOCAL DISCONNECTSCALE: 1/8" = 1'-0"2MEZZANINE1. INDOOR UNIT POWERED FROM OUTDOOR UNIT W/ 2 #12 + GND2. INSTALL A 1/2" CONDUIT BETWEEN INDOOR AND OUTDOOR UNIT FOR CONTROLMECHANICAL SCHEDULE NOTES: FAN COIL UNITSMECHANICAL - CONDENSING UNIT SCHEDULEID#VOLTSPH.MCAPANELCIRCUITFEEDERNOTESCU6208 V118 AA62,643/4" C., 3-#12 + 1#12GNDNO. DESCRIPTION DATE 8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019P.E. JOB #197711-27-201911/27/2019 1:25:52 PMSCHEDULESBrock Paynepaynebr94@gmail.com208-232-4439E5.0TEPEQUIPMENT SCHEDULE - ELECTRICALEQUIPMENTIDEQUIPMENT#NOTESVOLTAGEPHASEFEEDERPanelCircuitNumberEQ1SAWDUST VACUUM(L620P)208 V13/4" C., 2-#12 +GNDB6,8EQ218" LASER DRILLPRESS120 V13/4" C., 2-#12 +GNDB27EQ3BELT SANDER/DISKSANDER (RECPT)120 V13/4" C., 2-#12 +GNDB17EQ4OSCILLATINGSPINDLE SANDER120 V13/4" C., 2-#12 +GNDB19EQ512" DUAL BEVEL SIDEMITER SAW120 V13/4" C., 2-#12 +GNDB21EQ6STANLEY SHOP VAC120 V13/4" C., 2-#12 +GNDB18EQ7RIDGID NXT120 V13/4" C., 2-#12 +GNDB26EQ816" BANDSAW120 V13/4" C., 2-#12 +GNDB28EQ9PLANER - TWISTLOCK RECEPTICAL208 V13/4" C., 2-#12 +GNDB31,33EQ10TABLE SAW208 V13/4" C., 2-#12 +GNDB32,34EQ11DRY BLAST CABINET120 V13/4" C., 2-#12 +GNDB23EQ12ELECTRIC WELDER208 V13/4" C., 2-#8 + GNDB1,3EQ13OXY ACETYLENEWELDER208 V13/4" C., 2-#12 +GNDB39,41EQ1414" CUT OFF SAW120 V13/4" C., 2-#12 +GNDB5EQ15PROPANE BURNER0 V0EQ16AELECTRIC KILN208 V33/4" C., 3-#8 + GNDA38,40,42EQ16BELECTRIC KILN208 V33/4" C., 3-#8 + GNDA41,43,45EQ16CELECTRIC KILN208 V33/4" C., 3-#8 + GNDA44,46,48EQ16DELECTRIC KILN208 V33/4" C., 3-#8 + GNDA49,51,53EQ17ELECTRIC KILN208 V13/4" C., 2-#8 + GNDA50,52EQ18AGAS KILN120 V13/4" C., 2-#12 +GNDA31EQ18BGAS KILN120 V13/4" C., 2-#12 +GNDA33EQ18CGAS KILN120 V13/4" C., 2-#12 +GNDA35EQ19GAS KILN0 V0EQ20PUGMILL (L15 - 20R)208 V33/4" C., 3-#12 +GNDB36,38,40EQ21PRESS (L6 20R)208 V12-#12 + GNDB35,37EQ22SANDING WHEEL120 V12-#12 + GNDA34EQ23SANDER ANDGRINDER120 V12-#12 + GNDA36EQ24SPRAY BOOTH120 V12-#12 + GNDA24EQ25APROFESSIONALPOTTER'S WHEEL120 V12-#12 + GNDA23EQ25BPROFESSIONALPOTTER'S WHEEL120 V12-#12 + GNDA8EQ25CPROFESSIONALPOTTER'S WHEEL120 V12-#12 + GNDA10EQ25DPROFESSIONALPOTTER'S WHEEL120 V12-#12 + GNDA12EQ25EPROFESSIONALPOTTER'S WHEEL120 V12-#12 + GNDA13EQ25FPROFESSIONALPOTTER'S WHEEL120 V12-#12 + GNDA15EQ25GPROFESSIONALPOTTER'S WHEEL120 V12-#12 + GNDA17EQ26APOTTER'S WHEEL120 V12-#12 + GNDA14EQ26BPOTTER'S WHEEL120 V12-#12 + GNDA14EQ26CPOTTER'S WHEEL120 V12-#12 + GNDA16EQ26DPOTTER'S WHEEL120 V12-#12 + GNDA16EQ26EPOTTER'S WHEEL120 V12-#12 + GNDA18EQ26FPOTTER'S WHEEL120 V12-#12 + GNDA18EQ26GPOTTER'S WHEEL120 V12-#12 + GNDA19EQ26HPOTTER'S WHEEL120 V12-#12 + GNDA19EQ26IPOTTER'S WHEEL120 V12-#12 + GNDA21EQ26JPOTTER'S WHEEL120 V12-#12 + GNDA21EQ26KPOTTER'S WHEEL120 V12-#12 + GNDA23EQ26LPOTTER'S WHEEL120 V12-#12 + GNDA8EQ26MPOTTER'S WHEEL120 V12-#12 + GNDA10EQ26NPOTTER'S WHEEL120 V12-#12 + GNDA12EQ26OPOTTER'S WHEEL120 V12-#12 + GNDA13EQ26PPOTTER'S WHEEL120 V12-#12 + GNDA15EQ26QPOTTER'S WHEEL120 V12-#12 + GNDA17EQUIPMENT SCHEDULE NOTES:• E.C. SHALL FIELD VERIFY RECEPTACLE TYPE AND NEMA CONFIGURATION PRIOR TO INSTALLATION• NOTE: EQ 21 E.C. SHALL INSTALL (2) STARTERS AND MAKE ALL CONNECTIONS STARTERS ARE WIRED FOR A SINGLE (L620P) CORD AND PLUG. LIGHTING FIXTURE SCHEDULETYPEDESCRIPTIONMOUNTINGVOLTSLAMPSMFGR.CATALOG #NOTESF12X2 RECESSED LEDRECESSED120-277LEDLITHONIAEPANL 2X2 48L 80CRI 40K MINI NLIGHTMVOLTF22X2 RECESSED LED COLOR CORRECTINGRECESSED120-277LEDLITHONIA2BLT2-TUWH-PROR-48L-ADSM-MVOLT-NLTF36" CAN LIGHTRECESSED120-277LEDLITHONIALDN6-40/15-LO6AR-LSS-MVOLT-EZ1 NPP16DF3E6" CAN LIGHTRECESSED120-277LEDLITHONIASEE NOTE 1F44FT LED WALL ABOVE MIRRORWALL120-277LEDLITHONIAWL4-40L-MVOLT-EZ1-LP840-NPP16F548" LED STRIP SURFACE WRAP LENS, LEDSURFACE/SUSPENDED120-277LEDLITHONIACLX-L48-5000LM-SEF-RDL-MVOLT-EZ1-40K-90CRI-N100F5E48" LED STRIP SURFACE WRAP LENS, LEDSURFACE/SUSPENDED120-277LEDLITHONIASEE NOTE 1F696" LED STRIPSURFACE/SUSPENDED120-277INCLUDEDLITHONIACLX-L96-10000LM-SEF-RDL-MVOLT-EZ1-40K-90CRI-N100F6E96" LED STRIPSURFACE/SUSPENDED120-277INCLUDEDLITHONIASEE NOTE 1F76" CYLINDERSURFACE/SUSPENDED120-277LEDLITHONIALDN6CYL-40-30-LO6-AR-LSS-MVOLT-EZ1-ACC-NPP16D-CBA3F9EXTERIOR LED WALL PACK,WALL120-277LEDLITHONIADSXW1-LED-20C-700-40K-TFTM-MVOLT-CBAF10PARKING LOT 1 HEAD POLE LIGHT (20' POLE)POLE (SEEDETAIL)SEE PLANLEDINCLUDEDANTIQUESTREETLAMPSEHL22FT-63LED350MA 4K GCF MVOLT R3ANDB EAD5/1-/EPSX-20-S5 (FINISH ANDB)F1114FT SIDEWALK LIGHTPOLE (SEEDETAIL)SEE PLANLEDINCLUDEDLSIXCHM33LED128450 NW UE PLP RPP2RSP144.0 11 PLP DM10BC/DMF12FLOOD LIGHT120-277LEDINCLUDEDHYDRELM9410C A P3 40K MVOLT FL FLC20 XX CBAF136" CAN LIGHTRECESSED120-277LEDLITHONIALDN6-40/30-LO6AR-LSS-MVOLT-EZ1 NPP16DF13E6" CAN LIGHTRECESSED120-277LEDLITHONIASEE NOTE 1F14EXTERIOR LINEAR COLOR CHANGINGACCENT LIGHTSURFACE/SUSPENDED120-277LED-8000LM-4000KLUMENPULSELXT 120 OA 18FT RGBRO SAM CBA PMX/RDMW/ LT02 CONTROLLER2F158FT LED DISPLAY CASE LIGHTINGSURFACE120-277INCLUDEDLITHONIATZLINL92 10000LM FST MVOLT 40K 90CRI MBNPP16DF162FT LED DISPLAY CASE LIGHTINGSURFACE120-277INCLUDEDLITHONIAZLINL24 2500LM FST MVOLT 40K 90CRI MBNPP16DF174FT LED DISPLAY CASE LIGHTINGSURFACE120-277INCLUDEDLITHONIAZLINL48 5000LM FST MVOLT 40K 90 CRI MBNPP16DF181X4 SURFACE FIXTURE WEATHER PROOFSURFACE120-277LED-6000LM-4000KLITHONIAVAP6000LM FST MD MVOLT GZ1040K 90CRIF19EXIT SIGN W/ DIE CAST ALUMINUM, GREENLED, SINGLE/DOUBLE FACEWALL ORCEILING120-277WITH FIXTURELITHONIALES-WX-GF20SURFACE TRAC SYSTEM120LEDLSITRAC -31310 - HEADS - SEE NOTE 44, 5F21LOW VOLTAGE WALL RAIL TRAC SYSTEM WCABLE SUPPORTSWALL120LEDTECHLIGHTING700MOA-96-S W/ (4) 700 MOSORG-S6LIGHTING CONTROL (nLIGHT) SYSTEM SCHEDULETYPEMFGR.CATALOG #DESCRIPTIONNOTESCEILING SENSORSnD1SENSOR SWITCHnCM-PDT-9-ADCXDUAL-TECHNOLOGY CEILING OCCUPANCY SENSORWALL SWITCHESnPSENSOR SWITCHnPODM - CBAnLIGHT ON/OFF PUSHBUTTONnP2SENSOR SWITCHnPODM2P-DX-CBAnLIGHT ON/OFF/DIM, 2-CHANNELnPDSENSOR SWITCHnPODM-DXnLIGHT ON/OFF PUSHBUTTON W/DIMMINGnPDCSENSOR SWITCHnPODM-DX-CCT-CBAnLIGHT ON/OFF PUSHBUTTON W/DIMMING/CCTSUPPLY WITH POWER SUPPLY FOR CCT OPERATIONLIGHT FIXTURE SCHEDULE NOTES:1. SUFFIX E DENOTES FIXTURE SUPPLIED WITH BODINE GTD TRANSFER DRIVE CONNECTED TO BOTH E POWER AND NORMAL POWER. CONNECT TO EMERGENCY CIRUCIT E - 22. E.C. SHALL PROVIDE AND INSTALL ALL REQUIRED MOUNTING HARDWARE CONTROLS AND CABLES REQUIRED TO MOUNT F14 FIXTURE VERTICALLY BEHIND WING WALLS INSTALL ALL POWER AND CONTROL CABLES TO COLOR CHANGING CONTROLS ADJACENT TO PANEL. PROGRAM AND TRAIN OWNER TO OPERATION.3. SUSPEND FIXTURE TO HEIGHT DIRECTED BY ARCH.4. E.C. SHALL PROVIDE AND INSTALL (15) LX2060-TS913-9840 N1-00ED120 CBA; (25)LX2060-TS913-9840-NZ-00ED-120 CBA; AND (10) LX2060-TS913-9840N4-00ED120 CBA. LOCATE AND AIM AS DIRECTED BY OWNER5. REFER TO PLANS FOR TRACK LENGTH AND CONFIGURATION. E.C. SHALL PROVIDE AND INSTALL ALL REQUIRED POWER FEEDS, CORNERS, CONNECTORS ETC. FOR A COMPLETE TRACK SYSTEM. INSTALL TRACK FROM 3/8" ALL THREAD CONNECTED TO STRUCTURE. EXACT HEIGHT PER OWNER IN FIELD.6. E.C. SHALL PROVIDE AND INSTALL A COMLETE TRACK LIGHTING SOLUTION FOR THE F21 INCLUDING TRACK, WALL SUPPORTS, POWER SUPPLIES, TRANSFORMER (150 VA, 12V FOR EACH SECTION) CUT WALL SUPPORTS TO 24" INSTALL PER MANUFACTURE. PROVIDE AND INSTALL A TOTAL OF (8) 700 MO 93050 03 CBA-LED AND (4) 700MO 93030 03CBA-LED HEADS FOR THE TWO F21 FIXTURES SHOWN.1. ALL LIGHTING CONTROL CABLE SHALL BE WHITE IN COLOR.2. ALL CABLE NOT INSTALLED CONCEALED ABOVE ACCESSIBLE CEILING, SHALL BE INSTALLED IN 3/4" CONDUIT.3. PROVIDE A MINIMUM OF 2' SLACK BETWEEN ALL DEVICE AND FIXTURE CONNECTION POINTS.4. CONNECT ALL POWER PACKS, SENSORS, FIXTURES AND WALL DEVICES WITH CAT 5e CABLE5. E.C. SHALL PROVIDE ON-SITE FACTORY COMMINSSIONING OF LIGHTING CONTROL SYSTEM. PROGRAM AS DIRECRTED BY OWNER.GENERAL LIGHTING CONTROL NOTES:NO. DESCRIPTION DATE 8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019P.E. JOB #197711-27-201911/27/2019 1:25:53 PMPANELSCHEDULESBrock Paynepaynebr94@gmail.com208-232-4439E5.1TEPS = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPEA = ARC-FAULT BREAKERGP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANELBRK NOTES:TOTAL ESTIMATED DEMAND AMPS:297 ATOTAL AMPS:307 A 335 A 329 ATOTAL LOAD:36.8 kVA 39.9 kVA 39.1 kVA83 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 8481 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 8279 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 8077 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 7875 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 7673 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 7471 Motor20 A 1 1392 0 1 20 A -- SPARE 7269 Motor20 A 1 1920 0 1 20 A -- SPARE 7067 ---- -- -- 1144 0 -- -- -- --6865 FC - 315 A 2 1144 0 2 15 A FC - 8 6663 ---- -- -- 0 104 -- -- -- --6461 WATER HEATER 30 A 2 0 104 2 20 A CU - 6 6259 Power20 A 1 1000 1144 -- -- -- --6057 ---- -- -- 0 1144 2 15 A FC - 4 5855 FC - 720 A 2 0 915 -- -- -- --5653 ---- -- -- 4000 915 2 20 A FC - 5 5451 ---- -- -- 4000 4000 -- -- -- --5249 KILN40 A 3 4000 4000 2 50 A KILN 5047 Power20 A 1 1000 4000 -- -- -- --4845 ---- -- -- 4000 4000 -- -- -- --4643 ---- -- -- 4000 4000 3 40 A KILN 4441 KILN40 A 3 4000 4000 -- -- -- --4239 Motor20 A 1 696 4000 -- -- -- --4037 Receptacle 20 A 1 1220 4000 3 40 A KILN 3835 Kiln20 A 1 1000 1000 1 20 A Sander/Grinder 3633 Kiln20 A 1 1000 1000 1 20 A Sanding Wheel 3431 Kiln20 A 1 1000 360 1 20 A Receptacle 3229 Receptacle 20 A 1 180 2400 1 30 A Motor 3027 Receptacle 20 A 1 540 1920 1 30 A Motor 2825 Receptacle 20 A 1 720 1920 1 20 A Motor 2623 Potters Wheel 20 A 1 1500 1000 1 20 A SPRAY BOOTH 2421 Potters Wheel 20 A 1 1500 1400 1 20 A Receptacle 2219 Potters Wheel 20 A 1 1500 1260 1 20 A Receptacle 2017 Potters Wheel 20 A 1 1500 1500 1 20 A Potters Wheel 1815 Potters Wheel 20 A 1 1500 1500 1 20 A Potters Wheel 1613 Potters Wheel 20 A 1 1500 1500 1 20 A Potters Wheel 1411 Power20 A 1 1680 1500 1 20 A Potters Wheel 129 Receptacle 20 A 1 1400 1500 1 20 A Potters Wheel 107 Receptacle 20 A 1 1080 1500 1 20 A Potters Wheel 85 Receptacle 20 A 1 1068 2180 1 20 A Power 63 Receptacle 20 A 1 1247 1540 1 20 A Receptacle 41 Receptacle 20 A 1 540 540 1 20 A Receptacle 2CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKTPROVIDE WITH INTEGRAL SPD; 84 SPACE 2 SECTIONNOTES:MFG & MODEL:SQ. D/NQ SERIESDIMENSIONS:20"W x 5.8"D x *"HFEED:ENCLOSURE: BUSSING:SEE SPEC'SMBR AMPS:N/AMOUNTING:WIRES:4PANEL AMPS:400 AFED FROM:MPHASES:3PANEL TYPE:MLO SPORI ANNEXLOCATION: VOLTAGE:120/208 WyeA.I.C. RATING:22,000PROJECT:PANEL: APAYNE ENGINEERINGS = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPEA = ARC-FAULT BREAKERGP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANELBRK NOTES:Power8771 VA 100.00% 8771 VAWelder7000 VA 100.00% 7000 VATOTAL EST. DEMAND AMPS:408 AReceptacle52004 VA 59.61% 31002 VATOTAL CONN. AMPS.:465 AMotor24733 VA 102.43% 25333 VATOTAL EST. DEMAND:147081 VALighting8776 VA 100.00% 8776 VATOTAL CONN. LOAD:167483 VAHVAC66208 VA 100.00% 66208 VALOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALSPANEL LOAD SUMMARYTOTAL AMPS:442 A 472 A 446 ATOTAL LOAD:53.1 kVA 56.6 kVA 53.4 kVA23 PREPARED SPACE -- -- -- 02421 PREPARED SPACE -- -- -- 02219 PREPARED SPACE -- -- -- 02017 ---- -- -- 0 0 -- -- -- PREPARED SPACE 1815 ---- -- -- 0 0 -- -- -- PREPARED SPACE 1613 SPARE -- 150 A 3 0 0 -- -- -- PREPARED SPACE 1411 ---- -- -- 13974 360 -- -- -- --129 ---- -- -- 16285 360 -- -- -- --107 PANEL B200 A 3 15780 500 3 100 A PANEL E 85 ---- -- -- 3909763 ---- -- -- 3990641 PANEL A400 A 3 368032CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKTPROVIDE WITH INTEGRAL SPDNOTES:MFG & MODEL:SQ. D/I-LINEDIMENSIONS:40"W x 11.5"D x *"HFEED:ENCLOSURE: BUSSING:SEE SPEC'SMBR AMPS:600 AMOUNTING:WIRES:4PANEL AMPS:600 AFED FROM: PHASES:3PANEL TYPE:MBR SPORI ANNEXLOCATION: VOLTAGE:120/208 WyeA.I.C....22,000PROJECT:PANEL: MPAYNE ENGINEERINGS = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPEA = ARC-FAULT BREAKERGP = GFEPD BREAKER P = POWERLINKBRK NOTES:TOTAL ESTIMATED DEMAND AMPS:126 ATOTAL AMPS:134 A 138 A 116 ATOTAL LOAD:15.8 kVA 16.3 kVA 14.0 kVA53 SPARE-POWER LINK -- 20 A 1 0 0 1 20 A -- SPARE 5451 SPARE-POWER LINK -- 20 A 1 0 0 1 20 A -- SPARE 5249 Snowmelt Control P 20 A 1 500 0 1 20 A -- SPARE 5047 Lighting - Track P 20 A 1 1000 0 1 20 A -- SPARE 4845 Lighting - Track P 20 A 1 1000 915 -- -- -- --4643 Lighting - Wall Track P 20 A 1 500 915 2 20 A FC - 2 4441 ---- -- -- 1500 971 1 20 A P Lighting 4239 Welder20 A 2 1500 667 -- -- -- --4037 ---- -- -- 1000 667 -- -- -- --3835 Press20 A 2 1000 667 3 20 A Pugmill 3633 ---- -- -- 750 1000 -- -- -- --3431 Planer20 A 2 750 1000 2 20 A Table Saw 3229 Motor20 A 1 1392 696 1 20 A Motor 3027 Drill Press 20 A 1 1000 1000 1 20 A Band Saw 2825 Receptacle 20 A 1 720 1000 1 20 A Receptacle 2623 Dry Blast Cabinet 20 A 1 1000 360 1 20 A Receptacle 2421 Miter Saw20 A 1 1000 360 1 20 A Receptacle 2219 Spindle Sander 20 A 1 1000 540 1 20 A Receptacle 2017 Belt/Disk Sander 20 A 1 1000 1000 1 20 A Receptacle 1815 Lighting P 20 A 1 1692 180 1 20 A P Lighting 1613 Lighting P 20 A 1 1442 1358 1 20 A P Lighting 1411 ---- -- -- 1144 540 1 20 A Receptacle 129 FC - 120 A 2 1144 205 1 20 A P Lighting - DISPLAY CASE 107 Lighting P 20 A 1 752 750 -- -- -- --85 Cut off Saw 20 A 1 1000 750 2 20 A SAWDUST VACUUM 63 ---- -- -- 2000 1872 1 20 A Motor 41 Welder50 A 2 2000 900 1 20 A Receptacle 2CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKTPROVIDE WITH INTEGRAL SPDNOTES:MFG & MODEL:SQ. D/NF POWERLINK...DIMENSIONS:20"W x 5.8"D x *"HFEED:ENCLOSURE: BUSSING:SEE SPEC'SMBR AMPS:N/AMOUNTING:WIRES:4PANEL AMPS:225 AFED FROM:MPHASES:3PANEL TYPE:MLO SPORI ANNEXLOCATION: VOLTAGE:120/208 WyeA.I.C. RATING:22,000PROJECT:PANEL: BPAYNE ENGINEERINGS = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPEA = ARC-FAULT BREAKERGP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANELBRK NOTES:TOTAL ESTIMATED DEMAND AMPS:2 ATOTAL AMPS:4 A 3 A 3 ATOTAL LOAD:0.5 kVA 0.4 kVA 0.4 kVA41423940373835363334313229 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 3027 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 2825 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 2623 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 2421 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 2219 PREPARED SPACE -- -- -- 0 0 -- -- -- PREPARED SPACE 2017 SPARE -- 20 A 1 0 0 -- -- -- PREPARED SPACE 1815 SPARE -- 20 A 1 0 0 -- -- -- PREPARED SPACE 1613 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 1411 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 129 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 107 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 85 Receptacle 20 A 1 360 0 1 20 A -- SPARE 63 Receptacle 20 A 1 360 0 1 20 A -- SPARE 41 FACP20 A 1 500 0 1 20 A -- E - LIGHTING 2CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKTNOTES:MFG & MODEL:SQ. D/NQ SERIESDIMENSIONS:20"W x 5.8"D x *"HFEED:ENCLOSURE: BUSSING:SEE SPEC'SMBR AMPS:N/AMOUNTING:WIRES:4PANEL AMPS:225 AFED FROM:MPHASES:3PANEL TYPE:MLO SPORI ANNEXLOCATION: VOLTAGE:120/208 WyeA.I.C. RATING:22,000PROJECT:PANEL: EPAYNE ENGINEERINGNO. DESCRIPTION DATE 4'-02" (TYP)18"20'-0POLE BASE WITH 4#5 RE-BARSAND #3 TIES @ 12" O.C.3000 PSI MIN.16"GRADE1/4" WEEP HOLE FORWATER DRAINAGE(TYP)POWER CIRCUITSEE PLANSANCHOR BOLTS AS PER POLE MFGR.(4) BOLTSGROUT & SEAL UNDER EACHFIXTUREUNDISTURBED EARTHCOMPACT FILL9"HAND HOLECONCRETE SIDEWALKFIXTURE AND POLE PERFIXTURE SCHEDULENOTE:IN THE EVENT THAT BED ROCK IS ENCOUNTERED, E.C. SHALL DRILL ROCK AND EPOXYIN FULL LENGTH OF REBAR AS DETAILED. THEN FORM UPPER PORTION AS DETAILED.E.C. SHALL NOTIFY ARCHITECT AND GENERAL CONTRACTOR OF THIS CONDITIONIF ENCOUNTERED. TYPICAL FOR ALL POLE LIGHT FOUNDATIONS.4'-0 MIN. 16" 14'-0±18"UNDISTURBED OR COMPACTEDEARTHPOLE BASE COVER3/4'' CONDUIT (PVC) 24'' MIN.DEPTH. REFER TO PLANSFINISH GRADEPOLE LIGHTLUGS AS REQ'D.POLE BASE WITH 4#5 RE-BARSAND #3 TIES @ 12" O.C.3000 PSI MIN.4" ALUMINUM POLE.ANCHOR BOLTS TO SUITPOLE BY E.C.NOTE:IN THE EVENT THAT BED ROCK IS ENCOUNTERED, E.C. SHALL DRILL ROCK AND EPOXYIN FULL LENGTH OF REBAR AS DETAILED. THEN FORM UPPER PORTION AS DETAILED.E.C. SHALL NOTIFY ARCHITECT AND GENERAL CONTRACTOR OF THIS CONDITIONIF ENCOUNTERED. TYPICAL FOR ALL POLE LIGHT FOUNDATIONS.SYMBOLCRJNEMA L5-20 TWIST-LOCK RECEPTACLE WITH COVER PLATE MOUNTEDFLUSH IN CEILING OR TOSTRUCTURE AS REQUIRED.TWIST-LOCKNEMA L5-20PLUGSUPPORT SECURELY TO STRUCTUREOR CEILING.USE UNISTRUT TO SPANJOISTS WHERE NECESSARY TO ACHIEVEPROPER POSITIONING, VERIFY EXACTPLACEMENT WITH OWNER PRIORTO ROUGH-IN.CORD REEL SHALL BEHUBBELL# HBL501232W.PROVIDE NEMA 5-20RECEPTACLE ON ENDPROVIDE CABLE STOP ADJUSTEDSO THAT CORD IS REACHABLEFROM FINISHED FLOOR. (VERIFY HEIGHT WITH OWNER)6' ±MAIN LEVELFINISH FLOOR(VERIFY WITH OWNER)PANEL'A'SEC 1PANEL'B'POWERLINK3/4" C., W/ CONTROL CABLE(2) 3" C., EA W/ 4 -#350SQUARE DPOWER LOGICMETER, ION 7560IN NEMA 1 ENCLOSUREGND PER NECSEE DETAILTRANSFORMER INSTALLED BY BYU-IEXISTING PADRELOCATE SWITCH R5WORK BY OWNER3 -# 2 15KV + # 1/0 BC GND IN EXISTING CONDUIT (BY OWNER)REWORK EXISTING 15KV FEEDERS (3 - #2) FROM EXISTING VAULT TO NEW SWITCH LOCATION FRO SNOW, SPORI, ROMNEY & STADUIM. WORK BY OWNEREXISTING VAULTPANEL'M'PANEL'A'SEC 24" C., 4-#500 +GND2 1/2 C., 4-#3/0+GNDX 25,972 AFC16,536 AFC X X15,569 AFC12,953 AFC XBLDG.STEELWATERMAINGROUND BARAT MAIN TTBGRNDRODSSTAND-OFF GROUND BAR LOCATEDIN ELEC. RM NEXT TO SERVICE EQUIP.GROUND BAR SHALL BE ERICO #B543A010 OR EQUAL. PROVIDE AND INSTALL ALL REQ'DLUGS & TERMINALS. MOUNT VERT. TO CONSERVE AS MUCH WALL SPACE AS POSSIBLE.MAINSERVICEEQUIPMENTGNNEUTRAL TO GNDBOND AT THIS POINTONLY#3/0 Cu#4 CuCONCRETE ENCASEDELECTRODE3/4"C.,1#6Cu#2/0 Cu#2/0 Cu#2 CuBONDTO FIRESPRINKLERRISER#2/0 CuCABLETRAYS#4 CuPANEL'E'NELAUTOMATIC TRANSFER SWITCHTO PANEL M FOR NORMAL POWERNEW PANELEXISTING GENERATOR TO REMAINPANEL'E'EXISTING PANEL EM1" C., WITH CONTROL CONDUCTORS TO EXISTING GENERATOR1 1/2" C., 4 # 2 + GND1 1/2" C., 4 # 2 + GNDPROVIDE AND INSTALL NEW 100A 3P BREAKER IN EXISTING PANEL11,278 AFC X6"3/4" C., 1#6 B.C. GRND.CONNECT TO BLDG. GROUNDSYSTEMFINISH FLOORTYPICAL CONDUITS OUT TO VOICE/DATA OUTLETS. SEE PLAN FORSIZE, ETC. (TYPICAL TOP & ORBOTTOM OF BOARD)4'X8'X3/4" PLYWOODPRIME & PAINT W/TWOCOATS GREY ENAMEL(INSTALL ON WALLS ASINDICATED ON PLANS)ANCHOR SECURELY TOWALL W/ CONST. ADHESIVE.DOUBLE-DUPLEXOUTLET(S) PER PLANS120V CIRCUITPER PLANSPULL CORDUNISTRUT ANCHORINCOMING UTILITY SERVICE CONDUIT(S)WITH INSULATED BUSHING. SEE SITEPLAN FOR SIZE, QUANTITY, ETC.GROUND BAR(SQ. D #PK27GTA)TELEPHONE, DATA,TV EQUIPMENT (TYP)INSTALL INSULATEDBUSHING ON ALLCONDUIT ENDS. (TYP)UNISTRUT ANCHOR6"3/4" C., 1#6 B.C. GRND.CONNECT TO BLDG. GROUNDSYSTEMFINISH FLOORTYPICAL CONDUITS OUT TO ACCESSCONTROL DEVICES. SEE PLAN FORSIZE, ETC. (TYPICAL TOP & ORBOTTOM OF BOARD)4'X8'X3/4" PLYWOODPRIME & PAINT W/TWOCOATS GREY ENAMEL(INSTALL ON WALLS ASINDICATED ON PLANS)ANCHOR SECURELY TOWALL W/ CONST. ADHESIVE.DOUBLE-DUPLEXOUTLET(S) PER PLANS120V CIRCUITPER PLANSUNISTRUT ANCHORGROUND BAR(SQ. D #PK27GTA)INSTALL INSULATEDBUSHING ON ALLCONDUIT ENDS. (TYP)UNISTRUT ANCHORSCALE: NONEDPARKING LOT LIGHT (1 HEAD)SCALE: NONEHSIDEWALK LIGHTSCALE: NONEEPOWER RISER DIAGRAMSCALE: NONEBBLDG GROUNDING ELECTRODE SYSTEM DETAILSCALE: NONEFEMERGENCY POWER RISER DIAGRAMSCALE: NONEGCOMM TERMINAL BOARD DETAILSCALE: NONECACCESS CONTROL DEVICES DETAIL8270STATEOFIDAHOTODDPAYNEREGISTEREDRPOFESSIONALENGINEEREngineering Inc.Consulting Engineers1823 E. CenterPocatello, Idaho 83201tel (208) 232-4439www.payneengineeringinc.comPROJECT NAME:SHEET NAME:SHEET NUMBER:DRAWN BY:CHECKED BY:REVISION SCHEDULEPROJECT NO:DOCUMENT STATUSSTATUS DATE©2019 BYU-IDAHO525 SOUTH CENTER STREETREXBURG, IDAHO, 83460CIVIL ENGINEERConnect Engineering1150 Hollipark Dr.Idaho Falls, ID 83401Contact: Blake Jolleybjolley@connectengr.com(208) 681-8590STRUCTURAL ENGINEERTanner Barfuss Structural Engineering233 N 1250 W #201Centerville, UT 84104Contact: Don Barfussdbarfuss@tbse.us(801) 298-8795ARCHITECTURALBrigham Young University -Idaho525 South Center Street213 University Operations BuildingRexburg, ID 83460-8205Contact: Chad Alldredgealldredgec@byui.edu(208) 496-2659MECHANICAL ENGINEEREngineered Systems Associates1135 East Center StreetPocatello, ID 83204Contact: Dwane Sudweeksdcs@engsystems.com(208) 233-0501ELECTRICAL ENGINEERPayne Engineering INC.1823 East Center StreetPocatello, ID 83201Contact: Todd Paynepayneengineering@gmail.com(208) 232-4439LANDSCAPE DESIGNERWeaver & Associates1605 S Woodruff AvenueIdaho Falls, ID 83404Contact: Dave Weaverweaverlandscape@gmail.comBRIGHAM YOUNG UNIVERSITY -IDAHOSPORI ANNEX11513BID DOCUMENTS11/27/2019P.E. JOB #197711-27-201911/27/2019 1:25:54 PMELECTRICALDETAILSBrock Paynepaynebr94@gmail.com208-232-4439E6.0TEPSCALE: NONEACORD REEL DETAILNO. DESCRIPTION DATE