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Home My WebLink AboutPLANS - 22-00269 - Hibbard Elementary SchoolJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTGENERAL STRUCTURAL NOTES(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)GENERAL REQUIREMENTS:1. THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2. THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6. ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = III4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.25SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.139, SS = 0.350DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.215, SDS = 0.355PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:SPECIAL MASONRY SHEARWALL(S)R = 5.0, CS = 0.089PLYWOOD SHEARWALL(S)R = 6.5, Cs = 0.0685. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED112 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE33.7 PSFNET UPLIFT ON ROOF31.7 PSF2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF38.5 PSF20 PSFFLOOR60 PSF15 PSFSTAIRS100 PSF15 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/360L/240BEAMSL/360L/240FOUNDATION NOTES:1.FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY:XCELL ENGINEERING, LLC. REPORT NO. P21292 DATED JANUARY 11, 2021.2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND ANYADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS.ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT SHALL BE PERFORMEDPRIOR TO PLACEMENT OF FOUNDATION REINFORCING STEEL OR CONCRETE.ALTERATIONS TO SITE PREPARATION OR GRADING SHALL BE REPORTED TO THEGEOTECHNICAL ENGINEER PRIOR TO FOUNDATION CONSTRUCTION.3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC ORWIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCEMAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENTNATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY AS DETERMINED BY ASTMD1557. GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THEBUILDING FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE ISDIRECTLY ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVINGAT LEAST 5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BECLEAN AND FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OFCONCRETE PLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 6 INCH (MIN) LAYER OFFREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULDCONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCHCRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESSTHAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557.6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THEWALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS ANDCONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTEDBELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE:ALLOWABLE BEARING PRESSURE1500 PSFALLOWABLE LATERAL BEARING PRESSURE360 PSF/FTALLOWABLE LATERAL SLIDING COEFFICIENT0.45LATERAL BACKFILL PRESSURE (UNRESTRAINED)40 PSF/FTLATERAL BACKFILL PRESSURE (RESTRAINED)60 PSF/FTFOUNDATION BEARING DEPTH36" BELOW FINISHED GRADECONCRETE:2. ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PERCUBIC FOOT USING HARD-ROCK AGGREGATES. AGGREGATE USED IN CONCRETESHALL CONFORM TO ASTM C33.3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SHALL BE ACCORDING TO CHAPTER 12OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS.STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OFREINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THESTRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. PROVIDEBENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERSAND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL BESPLICED AT OR NEAR FLOOR LINES.4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS"CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FORNON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS:5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALLCONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE INCONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE.6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING ANDCONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY.7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI 614,ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDERFLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUNDCOLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROMFORMS BEFORE PLACING CONCRETE.ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS,ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMSBEFORE PLACING THE CONCRETE.8. ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROLJOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED AMAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS(EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THESLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORTDISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADEWITHIN 16 HOURS OF CONCRETE BATCHING.KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING,ALL OTHER JOINTS MAY BE SAW CUT.9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED INSTRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLYAPPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS SHALLNOT IMPAIR THE STRENGTH OF THE WORK.10. FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONSAND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALLHAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASHADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSEDCONCRETE.11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROMDAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306.12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY ANDAPPROVED BY THE STRUCTURAL ENGINEER.13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETEMIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO MOISTURE.LOCATION:MINIMUMCOVERTOLERANCECAST AGAINST EARTH (FOOTINGS)3"± 38"SLABS ON GRADE112"± 14"EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER 112"± 38"EXPOSED TO EARTH OR WEATHER - #6 AND LARGER2"± 38"NOT EXPOSED TO WEATHER OR IN CONTACT WITH THEGROUND ROOF SLAB1"18"STRUCTURAL SLABS AND WALLS34"18"BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,TIES, STIRRUPS AND SPIRALS112"38"1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:USE:CONCRETESTRENGTH:MAX W/CRATIOAIRENTRAINMENTFOOTINGS3500 PSI0.505.5% ± 1%FOUNDATION WALLS4500 PSI0.455.5% ± 1%INTERIOR CONCRETESLABS ON GRADE3500 PSI0.45N/AREINFORCING STEEL:1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER.ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER.GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS, BEAMS,ELEVATED SLABS AND COLUMN REINFORCING.2.WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALLBE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.3.REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSISPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TOFOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.WOOD:1. GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDSWITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THEARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTEDOTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OFBEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC TABLE2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE SIMPSONSTRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT ICC-ESAPPROVAL.2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THEGRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THEWEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BESTAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTEDOTHERWISE IN SCHEDULES:USE:MATERIAL:2x4 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)2x6 STUDSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)JOISTS, TOP PLATES AND ALL OTHERSAWN LUMBERDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)BEAMS AND POSTSDOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)LOCATION:NOMINALTHICKNESS:SPANINDEXRATING:EDGEATTACHMENT:FIELDATTACHMENT:WALL716" OR 12"24168d AT 6" O.C.8d AT 12" O.C.ROOF716" OR 12"24168d AT 6" O.C.8d AT 12" O.C.ROOF1532" OR 12"32168d AT 6" O.C.8d AT 12" O.C.ROOF1932" OR 58"402010d AT 6" O.C.10d AT 12" O.C.ROOF2332" OR 34"482410d AT 6" O.C.10d AT 12" O.C.ROOF78"603210d AT 6" O.C.10d AT 12" O.C.FLOOR34" T&G482410d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.FLOOR78" T&G603210d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.FLOOR 118" T&G604810d AT 6" O.C. OR#8 SCREWS AT 6" O.C.10d AT 6" O.C. OR#8 SCREWS AT 12" O.C.3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TOSTANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TOSUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TOSUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALLPLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATINGAND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:DEFERRED SUBMITTAL ITEMS:PREFABRICATED WOOD ROOF TRUSSESPREFABRICATED STEEL ROOF JOISTSSTEEL:1. MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALLOTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALLCONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALLBE ASTM A500 (FY = 46 KSI).2.ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALLEXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTOWHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALLREQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FORSTUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALLBOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEELWASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS.3.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTEDIN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION ANDERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION.4.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVINGCURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES.ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS NOTEDOTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY STANDARDS.ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS. CONTRACTOR MAY SHOPWELD OR FIELD WELD AT HIS DISCRETION. ALL FULL PENETRATION WELDS SHALL BETESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY.5.STEEL TO STEEL BOLTED CONNECTIONS: HIGH STRENGTH BOLTS SHALL BE ASTMA325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADSINCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE).BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD.6. DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT.INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER ISINSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMNHAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.STEEL JOISTS AND JOIST GIRDERS:1. SPECIFICATIONS: ALL JOISTS SHALL BE DESIGNED, FABRICATED, WELDED ANDERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARDSPECIFICATIONS" OF THE STEEL JOIST INSTITUTE.2.JOIST DESIGN: JOIST MANUFACTURER SHALL DESIGN AND SUBMIT CALCULATIONS BYA REGISTERED ENGINEER FOR ALL JOISTS, EXCEPT PARALLEL CHORD JOISTS WITHUNIFORM LOADS AND CONTINUOUSLY SUPPORTED COMPRESSION CHORDS PER SJISTANDARD LOAD TABLES.GIRDER DESIGN: JOIST MANUFACTURER SHALL DESIGN AND SUBMIT CALCULATIONSBY A REGISTERED ENGINEER FOR ALL JOIST GIRDERS.3.CALCULATIONS: CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBERREQUIREMENTS. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO SPAN/360. TOTALLOAD DEFLECTIONS SHALL BE LIMITED TO SPAN/240. ALL JOISTS AND JOIST GIRDERSSHALL BE CAMBERED FOR THE DESIGN DEAD LOAD. MANUFACTURER SHALL ADDADDITIONAL WEB MEMBERS AS REQUIRED AND ADJUST CHORD AND WEB SIZESACCORDINGLY, BUT SHALL NOT ALTER DEPTH OF JOISTS. DESIGN CALCULATIONSSHALL INCLUDE SUPERIMPOSED LOADS FOR FRAMING SUPPORTED EQUIPMENT.VERIFY SIZE, WEIGHT AND LOCATION OF EQUIPMENT WITH ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS.4.SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEWPRIOR TO MANUFACTURE. CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONSSEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO INSTALLATION. SHOPDRAWINGS AND CALCULATIONS SHALL INCLUDE DETAILS OF OPTIONAL FIELDSPLICES.5.BEARING: ALL STEEL JOISTS/GIRDERS OR BEAMS SHALL BEAR AT A PANEL POINT.JOISTS OR BEAMS TO BE EQUALLY SPACED BETWEEN COLUMN LINES UNLESS NOTEDOTHERWISE. MANUFACTURER SHALL DESIGN JOIST SHOES WHERE BEARING LENGTHIS LESS THAN 4" AT LH SERIES JOIST AND LESS THAN 3" AT K SERIES JOIST.6. BRIDGING: MANUFACTURERS SHALL PROVIDE BRIDGING AS REQUIRED, PER SJISPECIFICATIONS. DO NOT WELD BOTTOM CHORD TO JOIST SUPPORT UNTIL FULLDEAD LOAD IS IN PLACE. WHERE CROSS BRIDGING INTERFERES WITH MECHANICALINSTALLATIONS, REMOVE THIS CROSS BRIDGING AFTER TOTAL DEAD LOAD ISAPPLIED AND REPLACE WITH HORIZONTAL ANGLES L2x2x316 AT TOP AND BOTTOMCHORDS.BRICK VENEER ANCHORAGE:BRICK VENEER ANCHOR CLIPS, ANCHORS, AND ATTACHMENTS SHALL BEHOT-DIPPED GALVANIZED AND EITHER OF THE FOLLOWING FROM HOHMANN &BARNARD, INC. OR APPROVED EQUAL:1.DW-10HS W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORS2.345-BT W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORSINSTALLATION:3. CLIPS SHALL BE ATTACHED AT 24" O.C. HORIZONTAL AND 16" O.C. VERTICAL (MAX)USING #10 HOT-DIPPED GALVANIZED SCREWS.4. WHERE WOOD BACKUP IS USED, PROVIDE SHEATHING AND WATERPROOFING ASREQUIRED.5.PROVIDE CONTINUOUS HOT-DIPPED GALVANIZED WIRE (9-GAUGE OR 316"Ø)ATTACHED TO EACH CLIP.SHEET INDEXSHEETDESCRIPTIONDETAILSS1.0GENERAL STRUCTURAL NOTES---S1.1GENERAL STRUCTURAL NOTES---S1.2TYPICAL DETAILST-SERIESS1.3TYPICAL DETAILST-SERIESS1.4TYPICAL DETAILST-SERIESS2.0OVERALL FOUNDATION PLAN---S2.1PARTIAL FOUNDATION PLAN---S2.2PARTIAL FOUNDATION PLAN---S2.3PARTIAL FOUNDATION PLAN---S2.4PARTIAL FOUNDATION PLAN---S3.0OVERALL MECH. ACCESSFRAMING PLAN---S3.1PARTIAL MECH. ACCESS FRAMINGPLAN---S3.2PARTIAL MECH. ACCESS FRAMINGPLAN---S3.3PARTIAL MECH. ACCESS FRAMINGPLAN---S3.4PARTIAL MECH. ACCESS FRAMINGPLAN---S4.0OVERALL ROOF FRAMING PLAN---S4.1PARTIAL ROOF FRAMING PLAN---S4.2PARTIAL ROOF FRAMING PLAN---S4.3PARTIAL ROOF FRAMING PLAN---S4.4PARTIAL ROOF FRAMING PLAN---S5.0FOUNDATION DETAILS100 - SERIESS5.1FOUNDATION DETAILS100 - SERIESS6.0FLOOR FRAMING DETAILS200 - SERIESS6.1FLOOR FRAMING DETAILS200 - SERIESS7.0ROOF FRAMING DETAILS300 - SERIESS7.1ROOF FRAMING DETAILS300 - SERIESS7.2ROOF FRAMING DETAILS300 - SERIESCAST IN PLACECENTERLINECENTERLINE OF BEAMCENTERLINE OF COLUMNCENTERLINE OF WALLCLEARCONCRETECONCRETE CONTROL JOINTCONCRETE SAWCUT JOINTCONCRETE MASONRY UNITCONNECTIONCONTINUOUSDEAD LOADDOWNDRAWING(S)EQUALEQUIPMENTEXPANSION JOINTEACH WAYFINISHED FLOORFACE OF STEELFACE OF WALLGAUGEGALVANIZED GENERAL STRUCTURAL NOTESCENTERLINE OF FOOTINGFACE OF MEMBEREXPANSION BOLTEDGE OF SLABDIAMETERGALVGSNDN.DWG(S)EQEQUIPEXP. JT (E.J.)E.W.F.F.F.O.S.F.O.W.GAF.O.M.EXP. BOLTE.O.S.Ø OR DIA.C.I.P.C LC.L.B.C.L.C.C.L.W.CLRCONCC.C.J.C.S.J.C.M.U.CONN.CONTD LC.L.F.W/WITHW/OWITHOUTT.O.P.U.N.O.W.W.F.TYPVERTT.O.S.T.O.W.T.O.D.T.O.F.T.O.L.T.O.M.STDT.O.B.T LSLHSLVSIMSQPSFPSIREINFPREFABOPPP.C.PLFN.T.S.O.C.O.F.W.TOP OF FOOTINGUNLESS NOTED OTHERWISEWELDED WIRE FABRICTOP OF MASONRYTOP OF PLATETOP OF STEELTOP OF WALLTYPICALVERTICALSTANDARDTOP OF BEAMTOP OF DECKTOP OF LEDGERTOTAL LOADOUTSIDE FACE OF WALLPRECAST CONCRETEPOUNDS PER LINEAR FOOTPOUNDS PER SQUARE INCHSHORT LEG VERTICALSHORT LEG HORIZONTALREINFORCINGSIMILARSQUARENOT TO SCALEON CENTEROPPOSITEPREFABRICATEDAGGREGATE BASE COURSEAIR CONDITIONERABOVE FINISHED FLOORALTERNATEANCHOR BOLTAT (MEASUREMENT)BEAMBOTTOM OF BEAMBOTTOM OF DECKBEARINGBELOW FINISHED FLOORBOTTOM OF FOOTINGA.B.C.A/CA.F.F.ALTA.B.@BMB.O.B.B.O.D.BRGB.F.FB.O.F.ABBREVIATIONSLBS (#)MFR('S)M.C.J.MECHN/ALLVLLHHORIZK(KIP)L LLONG LEG VERTICALMANUFACTURER('S)MASONRY CONTROL JOINTNOT APPLICABLELONG LEG HORIZONTALPOUNDSMECHANICALHORIZONTAL1000 POUNDSLIVE LOADEXISTING(E)MINMINIMUMMAXMAXIMUMPOUNDS PER SQUARE FOOTGLUED-LAMINATED BEAMGLBPFTPREFAB FLOOR TRUSSESPRTPREFAB ROOF TRUSSESI.F.W.INSIDE FACE OF WALLPTPRESSURE TREATEDCONCRETE COLUMNC.C.RMEROOF MOUNTED EQUIPMENTSCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE ATLEAST 112" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE GLUEDTO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED GLUE.PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATEDSHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVALOF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BE USED ON ROOFS WHEREBUILT-UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHINGSHALL COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATINGEQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT ANDTHICKNESS (WITHIN 132") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.INSTALL PER MANUFACTURER'S RECOMMENDATIONS.4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANKWITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT. DECKSHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWOSUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIRCOMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN ANDCANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BEFABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATESTAITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP ANDCERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ONA RADIUS OF CURVATURE OF 5000 FEET.6. GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIRCOMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX =2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION ANDHANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADESTAMP AND AITC STAMP AND CERTIFICATE.7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLsSHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLsSHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,200 KSI.9. LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION INACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLsSHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE AMINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUMANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ONPLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BECONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALLEXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIORWALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWERDRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 116" LARGER THAN THE Ø(DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUTSTEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT LOOSENING.12. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BEDESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEADLOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20 PSFLIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS. BRIDGINGSIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALEDBY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE FOR BOTHROOF AND FLOOR TRUSSES WHEN USED.SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARINGPOINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONALTRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE IDENTITY OFTHE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND THE TRUSSSPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE FACE OF THEBOTTOM CHORD.PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL):DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITIONICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED ANDFURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGSWITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEERFOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED ASREQUIRED TO SUPPORT MECHANICAL EQUIPMENT.S7.0ROOF FRAMING DETAILS300 - SERIESS7.1ROOF FRAMING DETAILS300 - SERIESS7.2ROOF FRAMING DETAILS300 - SERIES JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTSTEEL DECKING:1.PROTECT STEEL DECK FROM CORROSION, DEFORMATION, AND OTHER DAMAGEDURING DELIVERY, STORAGE AND HANDLING.IF GROUND STORAGE IS NEEDED, THE DECK BUNDLES MUST BE STORED OFF THEGROUND, WITH ONE END ELEVATED TO PROVIDE DRAINAGE. BUNDLES MUST BEPROTECTED AGAINST CONDENSATION WITH A VENTILATED WATERPROOFCOVERING. BUNDLES MUST BE STACKED SO THERE IS NO DANGER OF TIPPING,SLIDING, ROLLING, SHIFTING OR MATERIAL DAMAGE. BUNDLES MUST BEPERIODICALLY CHECKED FOR TIGHTNESS, AND RETIGHTENED AS NECESSARY.DECK BUNDLES PLACED ON THE BUILDING FRAME MUST BE PLACED NEAR A MAINSUPPORTING BEAM AT A COLUMN OR WALL. IN NO CASE ARE THE BUNDLES TO BEPLACED ON UNBOLTED FRAMES OR ON UNATTACHED AND/OR UNBRIDGED JOISTS.THE STRUCTURAL FRAME MUST BE PROPERLY BRACED TO RECEIVE THE BUNDLES.2.EXAMINE SUPPORT FRAMING AND FIELD CONDITIONS FOR COMPLIANCE WITHREQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONSAFFECTING PERFORMANCE OF WORK OF THIS SECTION. ALL OSHA RULES FORERECTION MUST BE FOLLOWED.PLACE DECK IN ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS.LOCATE DECK BUNDLES TO PREVENT OVERLOADING OF SUPPORT MEMBERS.INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO ANSI/SDI RD - 2017 AND INACCORDANCE WITH APPROVED INSTALLATION DRAWINGS AND REQUIREMENTS OFTHIS SECTION.PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL POSITIONWITH ENDS ALIGNED. ATTACH FIRMLY TO THE SUPPORTS INNEDIATELY AFTERPLACEMENT IN ORDER TO FORM A SAFE WORKING PLATFORM.CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS ANDOTHER WORK PROJECTING THROUGH OR ADJACENT TO THE DECKING.TRADES THAT SUBSEQUENTLY CUT UNSCHEDULED OPENINGS THROUGH THE DECKARE RESPONSIBLE FOR REINFORCING THE OPENINGS.BEFORE PLACEMENT OF ROOF INSULATION AND ROOF COVERING, THE DECK SHALLBE INSPECTED FOR TEARS, DENTS OR OTHER DAMAGE THAT MAY PREVENT THEDECK FROM ACTING AS A STRUCTURAL ROOF BASE. THE NEED FOR REPAIR OFDAMAGED DECK SHALL BE DETERMINED BY THE ENGINEER OF RECORD BASED ONSTRUCTURAL PERFORMANCE, UNLESS AESTHETICS HAVE BEEN SPECIFICALLYADDRESSED IN THE CONTRACT DOCUMENTS.DO NOT USE DECK UNITS AS A WORKING PLATFORM OR STORAGE AREA UNTIL UNITSARE IN POSITION AND PERMANENTLY ATTACHED TO THE STRUCTURE.CONSTRUCTION LOADS MUST NOT EXCEED LOAD CARRYING CAPACITY OF THEDECK.GENERAL STRUCTURAL NOTES(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)MASONRY (CONCRETE BLOCK):MINIMUM 28 DAY MASONRY STRENGTH SHALL BE 1500 PSI.MASONRY COMPREHENSIVE STRENGTH NET COMPRESSIVE STRENGTH OF THE OVERALLMASONRY SYSTEM (MORTAR, UNITS, AND GROUT) SHALL BE f'M=2,000 PSI (BY UNITSTRENGTH METHOD)1.VERTICAL REINFORCING: #5 AT 16 INCHES ON CENTER FULL HEIGHT OF WALL,CENTERED IN GROUTED CELL AND AT ALL WALL INTERSECTIONS, CORNERS, WALLENDS, JAMBS, OVER LINTELS, AND EACH SIDE OF CONTROL JOINTS (MINIMUMUNLESS NOTED OTHERWISE ON PLANS/DETAILS). TIE AT 8'-0" VERTICALLY, WITHSINGLE WIRE LOOP TIE OR EQUIVALENT. DOWEL ALL REINFORCING TO FOUNDATIONWITH DOWELS TO MATCH AND LAP VERTICAL WALL OR COLUMN REINFORCING.2. CONTROL JOINTS: UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROLJOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS 24'-0".CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, INTERSECTIONS, ENDS,WITHIN 24" OF CONCENTRATED POINTS OF BEARING OR JAMBS, OR OVER OPENINGSUNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.3.HORIZONTAL REINFORCING: (MINIMUM UNLESS NOTED OTHERWISE ONPLANS/DETAILS) ONE #5 BAR IN CENTER OF 16 INCH DEEP MINIMUM CONTINUOUSGROUTED BOND BEAM AT ELEVATED FLOOR AND ROOF LINES. FOR 8 INCH THICKWALLS, ONE #5 BAR IN CENTER OF 8 INCH DEEP CONTINUOUS GROUTED BOND BEAMAT INTERVALS NOT TO EXCEED 48 INCHES ON CENTER AND AT TOP OF PARAPET ORFREE STANDING WALLS.FOR 12 INCH THICK WALLS, TWO #5 BARS IN CENTER OF 8 INCH DEEP CONTINUOUSGROUTED BOND BEAM AT INTERVALS NOT TO EXCEED 48 INCHES ON CENTER ANDAT TOP OF PARAPET OR FREE STANDING WALLS.HORIZONTAL BARS AT TOP OF PARAPET OR FREE STANDING WALLS SHALL BEPLACED 8 INCHES DOWN FROM THE TOP IN AN UPSIDE DOWN BOND BEAM BLOCK.PLACE HORIZONTAL BARS CONTINUOUS THROUGH CONTROL JOINTS. PROVIDE BENTBARS PER TYPICAL DETAILS, TO MATCH HORIZONTAL BOND BEAM REINFORCING, ATCORNERS AND WALL INTERSECTION TO MAINTAIN BOND BEAM CONTINUITY.4.TENSION LAP SPLICES OF REINFORCING STEEL IN MASONRY SHALL BE AS FOLLOWS:REBAR SIZESTANDARD LAPRETAINING WALLS(AT FACE OF WALL)#424"30"#530"46"#643"55"#760"64"#872"72"5. REINFORCING PLACEMENT TOLERANCES: ALL DIMENSIONS SHOWING THE LOCATIONOF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR" ARE TO CENTER OFSTEEL. TOLERANCES FOR PLACEMENT OF VERTICAL REINFORCING SHALL BE (±) 12"PERPENDICULAR TO WALL AND (±) 2" ALONG THE LENGTH OF THE WALL. PROVIDE 12"CLEARANCE BETWEEN MASONRY UNITS AND REINFORCING, AND REINFORCINGRUNNING IN THE SAME DIRECTION. LAPS MAY BE BESIDE OR OVER THE REINFORCINGBEING SPLICED.6.BLOCK QUALITY: CONCRETE BLOCK SHALL BE LIGHTWEIGHT LOAD-BEARINGCONCRETE MASONRY UNITS CONFORMING TO ASTM 90 WITH A MINIMUMCOMPRESSIVE STRENGTH OF 2000 PSI. USE BOND BEAM UNITS AT HORIZONTALREINFORCING.7.MORTAR: MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF THE ASTM C270 ANDASTM C780 STANDARDS, TYPE M OR S.8.GROUT: GROUT SHALL CONFORM TO REQUIREMENTS OF ASTM C476. USESUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRYWITHOUT SEGREGATION. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVESTRENGTH OF 2500 PSI AT 28 DAYS. ALL CELLS IN CONCRETE BLOCKS CONTAININGREINFORCING SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY BELOW FINISHEDFLOOR OR GRADE SHALL BE GROUTED SOLID. ALL GROUT SHALL BE MECHANICALLYVIBRATED.GROUT LIFTS OF 5 FEET OR LESS IS RECOMMENDED. FOR HIGHER GROUT LIFTS,CLEANOUTS (3"x3") AT THE BOTTOM OF ALL VERTICALLY REINFORCED CELLS SHALLBE PROVIDED. IN ADDITION, MECHANICAL DEVICES SHALL BE USED TO POSITION ANDSECURE REINFORCING WHEN GROUT LIFTS EXCEED 5 FEET IN HEIGHT. IN SOLIDGROUTED MASONRY, CLEANOUTS SHALL NOT BE SPACED MORE THAN 32" O.C.9.BLOCK CONSTRUCTION: ALL BLOCKS SHALL BE PLACED IN RUNNING BONDCONSTRUCTION (UNLESS OTHERWISE NOTED) WITH ALL VERTICAL CELLS INALIGNMENT.10.MISCELLANEOUS LINTELS:FOR MISCELLANEOUS OPENINGS (4'-8" OR LESS) NOT SHOWN ON PLANS ORIN A SCHEDULE, BUT REQUIRED BY OTHER DISCIPLINES (MECHANICAL,ELECTRICAL, PLUMBING, ETC.) THE FOLLOWING OPTIONS MAY BE USED IN8" MASONRY WALLS.OPTION #1: GROUTED REINFORCED MASONRY LINTEL: REINFORCE WITH (2)#4 HORIZONTAL BARS IN BOTTOM OF BOND BEAM OR LINTEL BLOCK ANDSHALL BE GROUTED SOLID TO A MINIMUM DEPTH OF 12 INCHES. ALL LINTELREINFORCING AND GROUT SHALL EXTEND 16 INCHES PAST JAMBS.OPTION #2: DOUBLE ANGLE LINTELS: USE (2) L312X312X14 BACK-TO-BACK.PROVIDE 12" MINIMUM OF GROUT OVER LINTELS. BEARING FOR STEELANGLE LINTELS SHALL BE 4" (±) 1" AT EACH JAMB.OPTION #3: POWERS STEEL LINTEL: PS8-8. GROUT LINTEL 8" DEEP. BEARINGFOR POWERS STEEL LINTELS SHALL BE 4" (±) 1" AT EACH JAMB.THESE LINTELS, OR THE OPENING THEY SPAN, SHALL NOT BE PLACED SOAS TO INTERFERE WITH THE REQUIREMENTS OF OTHER STRUCTURALELEMENTS (I.E. BOND BEAMS, LINTELS, CONTROL JOINTS, CONCENTRATEDPOINTS OF BEARING, ETC.) WITHOUT THE PRIOR APPROVAL OF THESTRUCTURAL ENGINEER.SOLID GROUT SHALL BE PROVIDED BETWEEN WEBS AND MASONRY FACESHELLS FOR FULL LENGTH OF ALL STEEL LINTELS. MORTAR MAY BE USEDFOR GROUT FOR THIS PURPOSE ONLY. FACE UNITS, SOAPS, ROMANS, ETC.,SHALL BE LAID WITH FULL HEAD AND BED JOINTS.FOR ADDITIONAL INFORMATION AT OPENINGS IN MASONRY WALLS, SEETYPICAL DETAILS.ANCHORAGE TO CONCRETE:ADHESIVE ANCHORS:HILTI HIT-HY 200PER ICC ESR-3187HILTI HIT-RE 500 V3PER ICC ESR-3814SIMPSON AT-XPPER IAPMO ER-263SIMPSON SET-XPPER ICC ESR-2508MECHANICAL ANCHORS:HILTI KWIK HUSPER ICC ESR-3027HILTI KWIK BOLT-TZ EXPANSION ANCHORSPER ICC ESR-1917SIMPSON TITEN HDPER ICC ESR-2713SIMPSON STRONG BOLT-2PER ICC ESR-3037ADHESIVES:HILTI HIT-HY 200PER ICC ESR-3187HILTI HIT-RE 500 V3PER ICC ESR-3814SIMPSON AT-XPPER IAPMO ER-263SIMPSON SET-XPPER ICC ESR-2508ADHESIVE ANCHORS:HILTI HIT-HY 200PER ICC ESR-3963SIMPSON AT-XPPER IAPMO ER-281SIMPSON SETPER ICC ESR-1772MECHANICAL ANCHORS:HILTI KWIK BOLT-3 EXPANSION ANCHORSPER ICC ESR-1385HILTI KWIK BOLT-TZ EXPANSION ANCHORSPER ICC ESR-3785SIMPSON TITEN HDPER ICC ESR-1056SIMPSON STRONG BOLT-2PER IAPMO ER-2402.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED INWRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTORSHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCTIS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIEDPRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR ORIAPMO ER SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMICUSES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OFCOMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATIONWILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATIONTEMPERATURE.3.INSTALL THE ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED INTHE ANCHOR PACKAGING.4.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'SREPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIRANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUSTRECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'SPERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENTOF INSTALLING ANCHORS.5. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORSAND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS INACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THEDRAWINGS.POST-INSTALLED ANCHORS:1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALLCONSIST OF THE FOLLOWING ANCHOR TYPES. ALL ANCHORS ARE TO BE INSTALLEDPER THE MANUFACTURERS RECOMMENDATIONS.ANCHORAGE TO SOLID GROUTED MASONRY:REBAR DOWELING TO CONCRETE:SPECIAL INSPECTION ITEMS:1.THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN THECONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDESPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OFWORK SPECIFIED PER IBC SECTION 1705 AND IDENTIFY THE APPROVED AGENCIESTO THE BUILDING OFFICIAL. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS:2.QUALITY ASSURANCE PROGRAM:A.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BECERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS ANDSPECIFICATIONS.B.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THEBUILDING OFFICIAL, AND TO THE STRUCTURAL ENGINEER OF RECORD. ALLDISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THECONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGNAUTHORITY AND THE BUILDING OFFICIAL.SOILS (IBC TABLE 1705.6) (W/ GEOTECH REPORT)VERIFICATION AND INSPECTIONCONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTION1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.-X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.-X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.-X4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.X-5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.-XMASONRY - LEVEL B (TMS 402/ACI 530/ASCE 5 TABLE 3.1.2)VERIFICATION AND INSPECTIONCONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTION1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS-X2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. PROPORTIONS OF SITE-PREPARED MORTAR X B. CONSTRUCTION OF MORTAR JOINTS X C. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGESX3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. GROUT SPACEX B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGESX C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGESX D. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONSX E. CONSTRUCTION OF MORTAR JOINTSX4. VERIFY DURING CONSTRUCTION: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTSX B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTIONX C. WELDING OF REINFORCEMENTX D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F)X E. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCEX5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMSXVERIFICATION AND INSPECTION OF STRUCTURAL STEEL(PER AISC 360-CHAPTER N)VERIFICATION AND INSPECTIONOBSERVE PERFORM1. INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1) A. WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLEX B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLEX C. MATERIAL IDENTIFICATION (TYPE/GRADE)X D. WELDER IDENTIFICATIONS SYSTEM (THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. (STAMPS, IF USED, SHALL BE THE LOW STRESS TYPE)X E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY), JOINT PREPARATION, DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION) , BACKING TYPE AND FIT (IF APPLICABLE)X F. CONFIGURATION AND FINISH OF ACCESS HOLESX G. FIT-UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS AT ROOT), CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELD QUALITY AND LOCATION)X H. CHECK WELDING EQUIPMENTX2. INSPECTION TASKS DURING WELDING (TABLE N5.4-2) A. USE OF QUALIFIED WELDERSX B. CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE CONTROLX C. NO WELDING OVER CRACKED TACK WELDSX D. ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN LIMITS, PRECIPITATION AND TEMPERATUREX E. WPS FOLLOWED, SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, SELECTED WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.), PROPER POSITION (F, V, H, OH)X F. WELDING TECHNIQUES, INTERPASS AND FINAL CLEANING, EACH PASS WITHIN PROFILE LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTSX3. INSPECTION TASKS AFTER WELDING (TABLE N5.4-3) A. WELDS CLEANEDX B. SIZE LENGTH AND LOCATION OF WELDSX C. WELDS MEAT VISUAL ACCEPTANCE CRITERIA, CRACK PROHIBITION, WELD/BASE-METAL FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT, POROSITYX D. ARC STRIKESX E. K-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN, PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD).X F. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)X G. REPAIR ACTIVITIESX H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBERXVERIFICATION AND INSPECTION OF STEEL DECK(PER SDI QA/QC)VERIFICATION AND INSPECTIONOBSERVE PERFORM1. INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT (TABLE 1.1) A. VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESSX B. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIESX4. INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6-1) A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS X B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS X C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)X D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAILX E. CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTSX F. PRE-INSTALLED VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USEDX G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS X5. INSPECTION TASKS DURING BOLTING (TABLE N5.6-2) A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED X B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION X C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATINGX D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARDS THE FREE EDGESX6. INSPECTION TASKS AFTER BOLTING (TABLE N5.6-3) A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONSX7. INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT (TABLE N6.1) A. PLACEMENT AND INSTALLATION OF STEEL DECKX B. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTSX8. INSPECTOR SHALL BE ON PREMISES FOR INSPECTION DURING THE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL (SECTION N5.7)X2. INSPECTION OR EXECUTION TASKS AFTER TO DECK PLACEMENT (TABLE 1.2) A. VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH CONSTRUCTION DOCUMENTSX B. VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT COMPLY WITH THE CONSTRUCTION DOCUMENTSX C. DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK ACCESSORIESX3. INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING (TABLE 1.6) A. MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL FASTENERSX B. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATIONX C. PROPER STORAGE FOR MECHANICAL FASTENERSX4. INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING (TABLE 1.7) A. FASTENERS ARE POSITIONED AS REQUIREDX B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH, MANUFACTURER'S INSTRUCTIONSX5. INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING (TABLE 1.7) A. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERSX B. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERSX C. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER FASTENERSX D. VERIFY REPAIR ACTIVITIESX E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERSXCONCRETE (IBC TABLE 1705.3)VERIFICATION AND INSPECTIONCONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTION1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT-X2. INSPECT ANCHORS CAST IN CONCRETE-X3. INSPECT ANCHORS POST INSTALLED IN HARDENED CONCRETE MEMBERS. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.X B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.X4. VERIFY USE OF REQUIRED DESIGN MIX.-X5. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.X-6. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.X-7. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.-X8. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.-X KEYNOTES:1.FINISHED GRADE WHERE OCCURS2. DO NOT EXCAVATE A TRENCH CLOSERTHAN A 45° ANGLE TO BELOW BOTTOMFOOTING OR FOUNDATION3.BOTTOM OF CONCRETE FOOTING4.BOTTOM OF TRENCHNOTE:A. DO NOT UNDERCUT EXISTING FOOTINGSB.NO PIPE OR OTHER UTILITIES SHALL PASSTHRU WALL FOOTINGS OR UNDERCOLUMN FOOTINGSFOR CONSTRUCTION ABOVEFOOTING, SEE DETAILS.T1TRENCH PARALLEL TO CONTINUOUS STRIP FOOTINGTD01NO SCALE114321KEYNOTES:1. CONCRETE FOOTING2.SLEEVE - PROVIDE 12" MINIMUMCLEARANCE AROUND PIPE OR CONDUIT3.PIPE OR CONDUIT4. CONCRETE FILL TO BE PLACED BEFOREFOOTING IS POURED - FORM SAME ASFOOTING AND POUR FULL WIDTH OF PIPETRENCH5.STEM WALLNOTE:A.NO PIPE SHALL PASS THRU FOOTING ORUNDER COLUMN FOOTINGS. FORTRENCHES GREATER THAN 3'-6" BELOWBOTTOM OF FOOTING, SEE PIPE PASSINGBELOW WALL FOOTING DETAIL.T2PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCHTD02NO SCALE6" MIN 8" MIN 3'-0" MAX 8" MINASECTIONA5123451234KEYNOTES:1.STEM WALL2. CONCRETE FOOTING3. 1'-6" MAXIMUM (WHERE TRENCH EXCEEDS1'-6" NOTIFY STRUCTURAL ENGINEERPRIOR TO PLACEMENT OF FOOTINGS)4. BACKFILL AND RECOMPACT TRENCH PERSOILS REPORT AND SPECIFICATIONS5.BOTTOM OF TRENCHNOTE:A. DO NOT UNDERCUT EXISTING FOOTINGSB. NO PIPES OR OTHER UTILITIES SHALLPASS THRU WALL FOOTINGS OR UNDERCOLUMN FOOTINGS3'-1" OR GREATER FOR CONSTRUCTION ABOVEFOOTING, SEE DETAILS.T3PIPE PASSING BELOW FOOTING IN DEEP TRENCHTD03NO SCALE532 1441KEYNOTES:1.SLOPED FINISH GRADE2. MINIMUM FOOTING DEPTH PER G.S.N. (12"MINIMUM)3.DEEPEN FOOTING AS REQUIRED TOACCOUNT FOR SLOPED GRADE4.CONCRETE FOOTINGNOTE:A.FOR ADDITIONAL INFORMATION, SEEPLANS AND DETAILS5'-0"T4TYPICAL DETAIL FOR FOUNDATION EMBEDMENTTD04NO SCALE1234 KEYNOTES:1. CORNER DOWELS TO MATCH HORIZONTALREINFORCEMENT2. CONCRETE WALL WITH REINFORCEMENT18" MIN LAPSPLICE (TYP)T5TYPICAL CONCRETE CORNERTD05NO SCALE21KEYNOTES:1. CONCRETE SLAB ON GRADE2.CONT KEYED JOINT3.SAWCUT 18" WIDE x 14 SLAB THICKNESS INDEPTH - CUT SHALL BE MADE SOONENOUGH TO PREVENT SHRINKAGECRACKING, BUT NOT SO SOON AS TOCAUSE SPALLING OF THE CONCRETEWHILE SAWING. WORK MUST BECOMPLETE WITHIN 16 HOURS OFCONCRETE PLACEMENT.NOTE:A.KEYED JOINTS NEED ONLY OCCUR ATEXPOSED EDGES DURING PLACEMENTUNLESS SPECIFICALLY NOTED ON THEPLANS.B."TOOL WET JOINT", "ZIP STRIP", ETC SHALLMATCH SAWCUT REQUIREMENTS123112"6"6"12"XSAWCUT JOINTXKEYED JOINTT7CONTROL JOINTS IN CONCRETE SLAB ON GRADETD07NO SCALE6 MIN BAR OFFSET BAR CLEARANCE SPLICE DETAIL BEND & HOOK DETAILS COLUMN TIES BEAM STIRRUPS "d"45°"d""d"1245610987 31559108KEYNOTES:1. LAP - SEE G.S.N.2.MAXIMUM 15 LAP BUT NOT MORE THAN 6"3. WIRE TIES4.1d (1" MINIMUM)5.RADIUS = 3d FOR BARS NOT OVER #8; 4dFOR #9, #10, AND #1 BARS; 5d FOR #14 AND#18 BARS, 5d FOR ALL GRADE 40 BARSWITH 180 DEGREE HOOK6.4D (4" MINIMUM)7.12d (90 DEGREE HOOK)8. 6d (4" MINIMUM)9. 135 DEGREE BEND10.BEND AROUND 112" PIN FOR #3 BARS.BEND AROUND 2" PIN FOR #4 BARS. BENDAROUND 212" PIN FOR #5 BARS.T9TYPICAL REINFORCING DETAILSTD10NO SCALENOTES:1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THEMEMBER BELOW THE REINFORCEMENT.2. UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS SHALL BE CLASS "B" TENSION LAPSPLICES.BARSIZECLASS B TENSION SPLICE LENGTHSf'c = 3,000 PSIf'c = 4,000 PSIf'c = 5,000 PSIHOIRZONTAL BARSW/ >12" OF CONC.BELOWVERTICAL ANDBOTTOMHORIZONTAL BARSHOIRZONTAL BARSW/ >12" OF CONC.BELOWVERTICAL ANDBOTTOMHORIZONTAL BARSHOIRZONTAL BARSW/ >12" OF CONC.BELOWVERTICAL ANDBOTTOMHORIZONTAL BARS#312"12"12"12"12"12"#419"15"17"13"15"12"#529"23"26"20"23"18"#632"25"28"21"25"19"#754"41"47"36"42"32"#870"54"61"47"54"42"#989"68"77"59"69"53"#10112"87"97"75"87"67"T10STEEL REINFORCING LAP SPLICES IN CONCRETETD14NO SCALEKEYNOTES:1.SHEATHING MATERIAL.2. DOUBLE STUDS AT EACH END OFSHEARWALL. EDGE NAIL ALONG DOUBLESTUDS.3.FULL HEIGHT WOOD STUDS.4. BOTTOM PLATE ATTACHMENT.5.SIMPSON STHD TYPE HOLDOWN.6.MIDHEIGHT BLOCKING AND EDGENAILING REQUIRED.7.SIMPSON PHD TYPE HOLDOWN.8. FINISHED FLOOR.13687452T12ELEVATION-TYPICAL 1-STORY SHEARWALLTD19NO SCALEKEYNOTES:1.NAILS BETWEEN SPLICE LOCATION PERSCHEDULE - STAGGERED2.DBL 2x TOP PLATE3. WOOD STUD WALL, SEE PLAN4.SPLICE OVER STUD5. SIMPSON ST6224 OR MSTC40 STRAP ATLOCATIONS WHERE PLATES CAN NOT BESPLICEDNOTE:A. DO NOT SPLICE TOP PLATES WITHIN 6'-0"OF ENDS OF PLYWOOD SHEARWALLS.THIS DETAIL REQUIRED AT ALL EXTERIORWALLS AND OVER SHEARWALLS - NOTREQUIRED AT INTERIORNON-SHEARWALLS.(30) 16d(24) 16dLESS THAN 20'OVER 20'4'-0"6'-0"LENGTH OF WALL(BETWEEN CORNERS)SPLICE LENGTHNAILS ALONGSPLICE LENGTHMINIMUM1245323 SPLICE LENGTH PER SCHEDULET15ELEVATION - TYPICAL TOP PLATE SPLICETD24NO SCALEKEYNOTES:1. EDGE NAILING2. PREFAB WOOD TRUSS, TRUSSMANUFACTURER SHALL PROVIDEVERTICAL WEB TO MATCH LOCATION OFSHEAR PANEL3.716" PLYWOOD SHEAR PANEL WITH 8d AT6" O.C. AT PANEL EDGES AND 8d AT 12"O.C. AT INTERMEDIATE SUPPORTS4.PLYWOOD SHEATHING AS OCCURS5.2x4 AT 4-SIDES6.TOP OF WOOD PLATE OR BEAM ASOCCURS7.PREFAB BLOCKING PER TRUSSMANUFACTURER, IN-PLANE SHEARCAPACITY TO BE 200#NOTE:A.FOR CONSTRUCTION BELOW PANEL, SEEPLAN AND DETAILS. BLOCKING ISCONTINUOUSB.INDIVIDUAL SHEAR PANEL BLOCKS MAYBE PENETRATED OR OMITTED FORPASSAGE OF HVAC DUCTSPLYWOOD SHEAR PANELALTERNATE PREFAB BLOCKINGT14ELEVATION - TYPICAL PLYWOOD SHEAR PANEL BLOCKINGTD23NO SCALE411335524211726KEYNOTES:1.SOLID BLOCKING TO BE TIGHT AGAINSTPLYWOOD2. PREFAB WOOD TRUSS OR WOOD JOIST3. TOP OF WOOD PLATE OR BEAM ASOCCURS4.PLYWOOD SHEATHING5. EDGE NAILINGNOTE:A.FOR CONSTRUCTION BELOW BLOCKING,SEE PLAN AND DETAILS. BLOCKING ISCONTINUOUSB. INDIVIDUAL SHEAR BLOCKS MAY BEOMITTED EVERY 5TH BLOCKDEPTH X2"6"2.5"8"10"12"3"3"XX2XXSOLID 2X BLOCKINGWITH FIELD CUT VENTILATIONVENTILATION OPENINGSTYPICAL SOLID BLOCKINGDEPTH TYPICAL SOLID BLOCKINGWITH PREFAB VENTILATIONXT13ELEVATION - TYPICAL SOLID 2x BLOCKINGTD22NO SCALE4523154231554231KEYNOTES:1. WOOD STUD WALL, SEE PLAN2. WOOD HEADER3. KING STUD(S) PER PLAN4.(2) 16d NAILS AT 2" O.C.5.16d NAILS AT 12" O.C.6.TRIMMER STUD(S) PER PLAN2631545T11TYPICAL HEADER CONNECTIONTD25NO SCALEKEYNOTES:1.CORNER DOWELS TO MATCH HORIZONTALREINFORCEMENT2.CONCRETE WALL18" MIN LAPSPLICE (TYP)18" MIN LAP SPLICE (TYP)211T6TYPICAL CONCRETE CORNERTD_CF06NO SCALET8TYPICAL CONCRETE SLAB STEP NO SCALE12KEYNOTES:1.CONCRETE SLAB ON GRADE2. STEP DEPTH, SEE PLAN. VERIFY W/ARCHITECTURAL DRAWINGS6"MIN11STEP < 6"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432 KEYNOTES:1. MASONRY WALL2. BOND BEAM REINFORCING3.#5 CORNER BARS AT SPACING TOMATCH HORIZONTAL REINFORCING -MINIMUM LAP PER G.S.N.4.(1) #5 VERTICAL BAR AT WALLINTERSECTION, U.N.O.INTERSECTIONCORNER13322121123T24PLAN - CORNER REINFORCING IN MASONRY WALLSTD45NO SCALET26TYPICAL MASONRY LINTELTD48NO SCALEKEYNOTES:1.CONTINUE STANDARD WALLREINFORCING THROUGH THE MASONRYLINTEL2. SOLID GROUT ALL LINTELS AND 2'-0" MININTO ADJACENT WALLS1LINTEL DEPTHSEE SCHEDULE TYPICAL MASONRYWALL ABOVEWIDTHNOTE:A.SEE GSN FOR SPECIAL INSPECTIONREQUIREMENTS OF MASONRY LINTELSB.ANY BAR SPLICES SHALL HAVE A MINIMUMLENGTH OF 72 BAR DIA.C. PROVIDE 90° STANDARD HOOK WHEREHORIZONTAL REINFORCING DOES NOTEXTEND 2'-0" BEYOND OPENING2T25POST-INSTALLED ANCHORS IN MASONRY WALLSTD49NO SCALEKEYNOTES:1.MASONRY WALL, SEE PLAN2.ANCHOR INSTALLATION NOT ALLOWEDIN HATCHED AREAS, TYPICAL114"MIN 21114"MINKEYNOTES:1.MASONRY WALL2. CONTROL JOINT3.CONTROL JOINT MATERIAL PER ARCHITECTURALDRAWINGS AND SPECIFICATIONS4.(1) VERTICAL BAR EACH SIDE IN SOLID GROUTEDCELLS TO MATCH VERTICAL WALL REINFORCING5.#3x36" LONG (18" EACH LEG) HAIRPIN ATHORIZONTAL BAR SPACING6.TYPICAL HORIZONTAL BAR, SEE PLANNOTE:A.BOND BEAM BARS AT FLOOR AND ROOF LINESSHALL RUN CONTINUOUS THROUGH CONTROLJOINT6445566APLANAT23CONTROL JOINT IN MASONRY WALLTD52NO SCALE132KEYNOTES:1.WOOD TRUSS, SEE PLAN2. ROOF SHEATHING, SEE PLAN3. UNISTRUT P1000 BEAM, TO SPAN (2) BAYSMIN, AND PLACED WHERE REQUIRED TOSUPPORT MECHANICAL EQUIPMENTBELOW4. #10 x 3" LONG SCREW W/ WASHER5.STEEL ROD AND NUT BY OTHERS, SEEMECHANICAL123415T19TYPICAL MECHANICAL EQUIPMENT TO ROOF STRUCTURET67NO SCALE4CONNECTIONTYPEJOIST OR TRUSS BEARING ON SILL OR GIRDERBRIDGING TO JOISTSOLE PLATE TO JOIST OR BLOCKING, FACE NAILTOP PLATE TO STUDDOUBLE STUDS, FACE NAILDOUBLE TOP PLATESCONTINUOUS HEADER TO STUDCEILING JOISTS, LAPS OVER PARTITIONSCEILING JOISTS TO PARALLEL RAFTERS, FACE NAILRAFTER OR TRUSS TO PLATEBUILT-UP CORNER STUDSTOENAIL(4)-8d COMMON (2 1/2" x 0.131")NAILING(3)-8d COMMON (2 1/2" x 0.131")(3)-3"x 0.131" NAILS (Gun Nail)(3)-3"x 14 GAUGE STAPLESTOENAIL EACH END(2)-3"x 0.131" NAILS (Gun Nail)(2)-3"x 14 GAUGE STAPLES16d (3 1/2"x 0.135") AT 16" O.C.FACE NAIL3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.END NAIL(2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESSOLE PLATE TO STUDEND NAIL(2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESFACE NAIL16d (3 1/2"x 0.135") AT 24" O.C.3"x 14 GAUGE STAPLES AT 8" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.FACE NAIL16d (3 1/2"x 0.135") AT 16" O.C.3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 12" O.C.DOUBLE TOP PLATES -FACE NAIL(8)-16d COMMON (3 1/2"x 0.162") (12)-3"x 0.131" NAILS (Gun Nail) (12)-3"x 14 GAUGE STAPLES LAP SPLICERIM JOIST TO TOP PLATE8d (2 1/2"x 0.131") AT 6" O.C.3"x 14 GAUGE STAPLES AT 6" O.C.3"x 0.131" NAILS (Gun Nail) AT 6" O.C.BLOCKING BETWEEN JOISTS OR RAFTERSTOENAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESAND TOP PLATETOENAILTOP PLATES, LAPS AND INTERSECTIONSFACE NAIL(2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESCONTINUOUS HEADER, TWO PIECES16d COMMON (3 1/2"x 0.162") FACE NAIL AT 16"O.C. ALONG EDGESCEILING JOISTS TO PLATETOENAIL(3)-8d COMMON (2 1/2"x 0.131") (5)-3"x 0.131" NAILS (Gun Nail) (5)-3"x 14 GAUGE STAPLESFACE NAIL(3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES(3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLESFACE NAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESTOENAILTOENAIL16d COM.(3 1/2"x 0.162") AT 24" O.C. 3"x 14 GAUGE STAPLES AT 16" O.C.3"x 0.131" NAILS (Gun Nail) AT 16" O.C.FACE NAIL(2)-8d COMMON (2 1/2" x 0.131")USE- SIMPSON A35 AT 48" O.C.-NA-SIMPSON A35 AT EVERY OTHER BLOCK-NA-NOTE:A.MINIMUM NAILING SPECIFIED HEREINSHALL BE PROVIDED UNLESS NOTEDOTHERWISE ON PLANS, DETAILS ORGENERAL STRUCTURAL NOTESB.NAILING NOT NOTED ON THESE PLANS ORDETAILS SHALL BE PER I.B.C. TABLE2304.9.1T21MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISETD34NO SCALENOTE:A.MINIMUM STAPLING SPECIFIED HEREINSHALL BE PROVIDED UNLESS NOTEDOTHERWISE ON PLANS, DETAILS ORGENERAL STRUCTURAL NOTES8d COMMON AT 12" O.C.16 GA STAPLE AT 12" O.C.ALTERNATE FASTENER SCHEDULEALTERNATE FASTENERSPECIFIED FASTENER8d COMMON AT 6" O.C.8d COMMON AT 4" O.C.15 GA STAPLE AT 12" O.C.14 GA STAPLE AT 12" O.C.13 GA STAPLE AT 12" O.C.16 GA STAPLE AT 4" O.C.15 GA STAPLE AT 5" O.C.14 GA STAPLE AT 6" O.C.13 GA STAPLE AT 6" O.C.13 GA STAPLE AT 5" O.C.14 GA STAPLE AT 4" O.C.15 GA STAPLE AT 3" O.C.16 GA STAPLE AT 2.5" O.C.15 GA STAPLE AT 2" O.C.14 GA STAPLE AT 3" O.C.13 GA STAPLE AT 4" O.C.8d COMMON AT 3" O.C.MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHINGNOTES:1. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 716" INCHOUTSIDE DIMENSION. AND INSTALLED WITH CROWN PARALLEL TO THELONG DIMENSION OF FRAMING MEMBER.2. FRAMING SHALL BE 3X OR WIDER WHEN NAIL OR STAPLE SPACING ISLESS THAN 3 INCHES ON CENTER.3. ALL STAPLES SHALL HAVE 112" LONG LEGS MINIMUM.4. STAPLE SIZES AND SPACING PER REPORT NO. ICC-ESR-1539T20ALTERNATE SHEATHING STAPLE OPTIONTD32NO SCALET17TYPICAL BUILT-UP BEAM DETAIL NO SCALEKEYNOTES:1.(2) 10d NAILS AT 8" O.C., EACH SIDE,STAGGERED2.(3) 10d NAILS AT 8" O.C., EACH SIDE,STAGGERED3.(2) 14"Ø x 312" SDS AT 12" O.C., EACH SIDE,STAGGERED4.(3) 14"Ø x 312" SDS AT 12" O.C., EACH SIDE,STAGGERED2-PLY BEAM3-PLY BEAM11 7/8" OR LESS14" OR GREATER11 7/8" OR LESS14" OR GREATER2134KEYNOTES:1.BOUNDARY NAILING 8d NAILS AT 4" O.C.2. 2x8 (MIN) CONT BEARING PLATE ATTACHPER ATTACHMENT SCHEDULE3. TOE NAIL OVER-BUILD FRAMING TOBEARING PLATE W/ (3) 16d NAILS MIN4.ROOF SHEATHING5.2x OVERBUILD FRAMING, SEE PLAN6.TOP CHORD OF TRUSS OR ROOF FRAMINGMEMBER, SEE PLAN7. 2x STUD PONY WALL AS OCCURS ON PLAN(5'-0" O.C. MAX AND WALL SHALL BECENTERED BETWEEN MAX SPAN)8. ROOF SHEATHING (SHEATH LOWER ROOFPRIOR TO CONSTRUCTION OFOVER-BUILD)9. PREFABRICATED OVERBUILD ROOFTRUSS W/ SIMPSON VTCR CLIP AT 24" O.C.OPTION 2OPTION 1689412542163874:12 TO 7:1210:12 TO 12:127:12 TO 10:12< 4:12(3) 16d NAILSROOFSLOPEPLATEATTACHMENT(5) 16d NAILS(3) #10x312" LONGSCREWS(4) #10x312"LONG SCREWSATTACHMENT SCHEDULET18TYPICAL OVER-BUILDTD27NO SCALE2634152174213418AT BEAMAT MID WALLAT TOP PLATET16TYPICAL BEAM POCKETTD26NO SCALE214AT CORNER109KEYNOTES:1.WOOD BEAM2. (2) 16d NAILS AT 6" O.C.3. KING STUD EACH SIDE OF BEAM4. SOLID BUILT-UP POST BELOW BEAM5.STRAP BROKEN TOP PLATE ON SIDE ORTOP6. CONT DBL 2x TOP PLATE W/ LAP SPLICEPER TYPICAL DETAIL7. FULL-HEIGHT KING STUD EACH SIDE OFBEAM8. HGA10 CLIP EACH SIDE9. FULL-HEIGHT KING STUD AT END OF BEAM10.FULL-HEIGHT KING STUD, OPPOSITE SIDEOF THE BEAMT22TYPICAL PIPE THROUGH STEM WALLTD61NO SCALENOTE:A.NO PIPE SHALL PASS THROUGHFOOTINGS OR UNDER COLUMN FOOTINGS.FOR ADDITIONAL INFORMATION SEEPLANS AND DETAILSB. MULTIPLE PIPES/CONDUIT SLEEVESALLOWED PROVIDED SLEEVES ARESPACED W/ MINIMUM OF 2x SLEEVEDIAMETER BETWEEN SLEEVESC. SLEEVES SHALL NOT OCCUR WITHIN 12"OF POINT LOADS OR HOLDOWN ANCHORS1'-0"MIN 17345622KEYNOTES:1. WALL AS OCCURS, SEE PLAN2. SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH3.SLEEVE, 8"Ø MAX, PROVIDE 12" MINIMUMCLEARANCE AROUND PIPE-CONDUIT4.CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7. PIPE OR CONDUIT44T27PLAN - TYPICAL MASONRY JAMBTD51NO SCALEKEYNOTES:1. VERTICAL BAR, SEE PLAN2.#3 36" LONG (18" EACH LEG) HAIRPIN ATHORIZONTAL BAR SPACING3.TYPICAL HORIZONTAL BAR, SEE PLAN4. JAMB LENGTH, SEE PLAN, SOLID GROUT1234NOTES:A. PROVIDE FOUNDATION VERTICALDOWEL TO MATCH AND LAP W/VERTICAL JAMB REINFORCINGOPENING134TYPE ATYPE BPROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432 3/16TYPTYP3/161/4"±KEYNOTES:1. ROOF FRAMING MEMBER2.ANGLE 4"x4"x14"3.FACE OF FRAMING MEMBER112324'-0" MAX4'-0"MAX6'-8" MAX TYP3/16T33PLAN - TYPICAL OPENING IN ROOF FRAMINGTD65NO SCALEOPENT28PLAN - NON-LOAD BEARING MASONRY PARTITION WALL AT MASONRY WALLTD46NO SCALEKEYNOTES:1. MASONRY WALL, SEE PLAN2.12"Øx8" LONG SMOOTH DOWEL AT 48"O.C.3.(1) VERTICAL BAR AT GROUTED CELLSAT END AND AT INTERSECTION OFWALLS4.MASONRY PARTITION WALL(NON-BEARING) WHICH ABUTSCONTINUOUS MASONRY WALL AND ISNOT TOOTHED INTO IT13243T29TYPICAL STEEL ANGLE AT MASONRY WALLTD_CM15NO SCALEKEYNOTES:1.MASONRY WALL, SEE PLAN2. STEEL DECK, SEE PLAN3.CONT L3x3x14 LEDGER ANGLE W/ 58"Ø x 6"LONG TITEN HD MASONRY ANCHORS AT16" O.C.4.CONT 16" DEEP (MIN) SOLID GROUTEDBOND BEAM AT STEEL DECK ELEVATIONW/ #5 x CONT TOP AND BOTTOMNOTE:A.DECK ORIENTATION MAY VARY, SEE PLANB.DECK BOTH SIDES OF WALL WHEREOCCURS1324T34TYPICAL SMALL OPENING IN STEEL DECKTD_SF10NO SCALE1/8OPENWEBRIBRIBKEYNOTES:1. STEEL DECK, SEE PLAN2.ANGLE SUPPORT L2x2x316" BELOW DECK,ANGLE MAY BE PLACED ON TOP OF DECKW/ PRIOR APPROVAL OF ARCHITECT3.WELD 2" AT EACH RIB, TYPICALNOTE:A.AN OPENING WHICH CUTS ONE WEB (4"MAX DIMENSION PERPENDICULAR TORIBS), MAY BE CUT IN DECK WITHOUT ANYSPECIAL REINFORCING.B.AN OPENING WHICH CUTS TWO WEBS (8"MAX DIMENSION PERPENDICULAR TORIBS), WILL REQUIRE ANGLE SUPPORTSHOWN ABOVE.C. ANY OPENING WHICH CUTS MORE THANTWO WEBS, FRAME OPENING W/ TYPICALANGLE SUPPORT FRAME, SEE TYPICALOPENING IN STEEL DECK DETAIL.A3SECTIONA TYPICAL DECK SECTION22112T31TYPICAL PIPE SLEEVE THROUGH ROOF DECKTD_SF11NO SCALE PLAN VIEWKEYNOTES:1. PIPE SLEEVE2.18 GA PLATE W/ #10 SHEET METALSCREWS AT 6' O.C., EACH WAY3.METAL ROOF DECK, SEE PLAN12" SQR < 4"Ø24" SQR < 8"Ø36" SQR < 12"Ø1232T36TYPICAL WOOD TRUSS AT NON-BEARING WALLTD74NO SCALEKEYNOTES:1. WOOD TRUSS2. HTC4 CLIP AT WALL ENDS AND AT 48"O.C. (MAX) REMAINDER3.DBL TOP PLATE AT NON-BEARING WALLNOTE:A.NAILS SHOULD NOT BE DRIVENCOMPLETELY FLUSH AGAINST THECONNECTOR AT THE TRUSS TO ALLOWVERTICAL TRUSS MOVEMENT, ALLOW 116"GAP BETWEEN NAIL HEAD AND TRUSSCLIPB. ARCH TO PROVIDE FINISH TO ALLOW FOR34" VERTICAL MOVEMENT OF TRUSS12334" GAPMIN3/162345511KEYNOTES:1.ADDITIONAL MEMBER WHEN LOAD ISMORE THAN 4" FROM PANEL POINT2. STEEL JOIST, SEE PLAN3.STEEL ANGLE, L2x2x316 EACH SIDE,FROM TOP CHORD TO NEARESTBOTTOM CHORD PANEL POINT4.STEEL ANGLE L2x2x316 EACH SIDE FROMBOTTOM CHORD TO NEAREST TOPCHORD PANEL POINT-FORCONCENTRATED LOAD AT BOTTOMCHORD5. CONCENTRATED LOADNOTE:A.PROVIDE THIS DETAIL WHENCONCENTRATED LOAD EXCEEDS100 LBS. - NOTIFY ENGINEERWHEN LOAD EXCEEDS 400 LBS.TYPTYP3/16T32TYPICAL JOIST REINFORCEMENT AT CONCENTRATED LOADSTD36NO SCALET37TYPICAL STEEL JOIST ATTACHMENT TD67NO SCALEKEYNOTES:1. STEEL JOIST, SEE PLAN2.FOR 'K' JOIST PROVIDE 18" WELD, FOR"LH" AND "DLH" PROVIDE 14' WELD.3.BASE PLATE OR STEEL FRAMING, SEEPLAN4. WELD PER PLAN12344TYP3/16CROSS BRIDGINGHORIZONTAL BRIDGINGKEYNOTES:1. MASONRY WALL, SEE PLAN2.L3x3x14" ANGLE TO RECEIVE BRIDGINGW/ (1) 58"Øx6" LONG TITEN HD3.STEEL JOIST, SEE PLAN3213/16TYP3/163/16132T38TYPICAL JOIST BRIDGING AT MASONRY WALLTD64NO SCALET35TYPICAL MASONRY WALL REINFORCING AROUND OPENINGS - ELEVATION T66NO SCALEKEYNOTES:1.8" DEEP BOND BEAM W/ (1) #5CONTINUOUS AT TOP OF PARAPET2.ROOF LINE3.16" DEEP BOND BEAM W/ (2) #5CONTINUOUS AT ROOF AND FLOORLINES4. PROVIDE 90° STANDARD HOOK WHERELINTEL REINFORCING EXTENDS LESSTHAN 24" BEYOND OPENING5.TYPICAL CORNER OR JAMB VERTICALBARS6. PROVIDE (1) #5 HORIZONTAL BARBELOW OPENINGS7.TYPICAL WALL REINFORCING, SEE PLAN8.FOUNDATION VERTICAL DOWEL, MATCHALL VERTICAL WALL REINFORCING9. LINTEL REINFORCING, SEE PLAN10.FULL HEIGHT VERTICAL JAMBREINFORCING, SEE PLAN11. SEE TYPICAL MASONRY LINTEL DETAIL12. SEE TYPICAL MASONRY JAMB DETAILNOTE:A.GROUT ALL CELLS CONTAININGREINFORCING. SEE PLAN FOR LOCATIONOF WALLS REQUIRING FULL GROUTINGB.SPECIAL INSPECTION REQUIRED, SEE GSNC. SEE PLAN AND CORRESPONDING DETAILSFOR LINTEL AND JAMB REINFORCINGREQUIREMENTSOPENOPEN24"MIN TYP24"MIN TYP110946258MIN LAP 12111112KEYNOTES:1. SHEAR PLATE TO EQUAL OR EXCEEDBEAM WEB THICKNESS, 38" MIN OR ASSHOWN OTHERWISE2.516" FOR 21" DEEP BEAMS OR LESS, 38"FOR BEAMS 24" OR GREATER3.12" CLEAR TO FACE OF SUPPORTINGMEMBER (TYP)4.AISC MIN EDGE DISTANCE5. HORIZONTAL SHORT SLOTTED HOLES AT3" O.C. MIN IN EITHER BEAM OR SHEARPLATE PER AISC SPEC3445 412212"MAX "D"34454 22NOMINAL BEAMDEPTH "D"NUMBER OF BOLTS IN ROWUP TO 7"(2) 34"Ø8" TO 10"(2) 34"Ø12" TO 14"(3) 34"Ø16"(4) 34"Ø18"(5) 34"Ø21"(6) 34"Ø24" TO 27"(7) 78"Ø30"(8) 78"Ø33"(9) 78"Ø36"(10) 78"ØT30TYPICAL SHEAR PLATE CONNECTION AT DRAG LINESS_BC302NO SCALENOTES:A. TYPICAL CONNECTION CONSISTS OF (1)SHEAR PLATE W/ 34"Ø OR 78"Ø A325SCBOLTS, SEE SCHEDULEB.MAINTAIN BOLT SPACING AND EDGEDISTANCES PER AISC SPECKEYNOTES:1.16" DEEP SOLID GROUTED BOND BEAM2.MASONRY WALL, SEE PLAN3.BOND BEAM REINFORCING, SEE DETAIL T194.VERTICAL WALL REINFORCING, SEE PLAN5.SLOPE PER PLAN OR ARCH DRAWINGS6.SIDES OF BOND BEAM TO BE FORMED ORMADE FROM CUT BLOCK213446125T39TYPICAL SLOPED BOND BEAM AT TOP OF MASONRY WALL NO SCALEPROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432 6.6.6.6.6.6.122'-4"41'-8"MATCHLINES2.2 S2.3 S2.2 S2.4 S2.2S2.1 S2.2S2.1 S2.3MATCHLINEMATCHLINE S2.4WF24 / W4WF30 / W2WF24 / W4 WF24 / W2WF24 / W2WF24 / W1WF24 / W1W F 2 4 / W 1 W F 2 4 / W 2 W F 2 4 / W 2 WF24 / W1WF24 / W1WF24 / W1WF24 / W2WF24 / W2WF24 / W1 WF24 / W1WF24 / W1WF24 / W4 WF30 / W2 WF24 / W2 WF24 / W2 WF24 / W2 WF24 / W2WF24 / W2WF24 / W2WF24 / W1WF24 / W1WF24 / W2WF24 / W2WF24 / W1WF24 / W1 WF24 / W2WF24 / W2W F 2 4 / W 2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W14" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADEWF18 / W2WF18 / W2WF24 / W1WF36 / W4WF30 / W3WF30 / W3WF30 / W3WF30 / W3WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF36 / W4WF36 / W4WF24 / W4WF24 / W4WF36 / W4 WF24 / W1 147'-4"84'-8"34'-8"119'-4"92'-8"82'-10"120'-81 4"74'-012"12 0 ' - 0 12"119'-1112"48'-434"135.00 °135.00°74'-0"47'-234"120'-6"164'-0"74'-0"13'-734"28'-834"31'-712"44'-758"23'-714"135.00°23'-812"TYP101TYP101105105TYP106TYP106104TYP106TYP106TYP101TYP101TYP101TYP101TYP101TYP101TYP102TYP101TYP101TYP101TYP101WF18WF18WF24WF30 / W4 WF30 / W2WF30 / W2WF30 / W2WF30 / W2WF30 / W2WF30 / W2SC1F108SC1F108WF36 / W4WF36 / W4 WF36 / W4WF36 / W4WF36 / W4F48F54 WF30 / W3SC1F108SC1F108SC3F72SC3F72SC3F48SC3F48WF24 / W2WF18 / W2 WF18 / W2 WF18 / W2 WF18 / W2WF18 / W2WF18 / W2 WF18 / W2 WF18WF24 / W2 WF30 / W2 WF24 / W1 WF24 / W1WF24 / W2WF30 / W3WF24WF24 / W1WF24 / W1WF24 / W2WF30 / W3WF30 / W3WF30 / W3WF30 / W3WF30 / W3WF30 / W3WF30 / W3 WF36 / W3WF36 / W3WF18 / W2WF18 / W2WF18 / W2WF18 / W2WF18 / W2 SC2F72SC2F78F54F48WF24 / W2WF60 / W4 WF18WF18WF18 WF24 / W1W F 1 8 / W 2 WF24 / W2WF24 / W2W F 1 8 / W 2 W F 1 8 / W 2 WF18 / W2WF18 / W2WF18 / W2WF18 / W2WF24 / W1 WF24 / W1WF24 / W2 109109ALT106109TYP107WF18WF18109 TYP102TYP102109TYP101TYP107110109TYP102TYP106TYP107110110WF24 / W1105105105108111108TYP102TYP102TYP102TYP102TYP102110TYP101110110111TYP102TYP102105105TYP102112113109TYP102TYP102114TYP102TYP102TYP102TYP102TYP102TYP102TYP102111111TYP102TYP102TYP102TYP102TYP102TYP102111111TYP101110TYP101TYP102TYP101WF30 / W4 110110AAAAAWF18 AWF18WF18 / W2WF18AAAAAAAAAAWF18A ATYP1021WF18 WF18 WF18 WF18 2SC4F42F54J2J3J2J2TYP107WF18 / W2 WF18 / W1 TYP103115115TYP103111TYP103WF18 / W2WF18 / W2 J2F48F48WF18 / W2WF18 / W2 WF18 / W2J3111TYP103TYP103TYP103111TYP103TYP103TYP103F72F725555 5 5 5 5 6.6.5 555555555555556.6.555556.6.6.6.6.6.6.6.6.6.55WF18 / W2STEPSTEP WF18 1056.6.6.6.5TYP1011166.6. WF18 / W2 WF18 / W2WF18 / W2 W4W4 F72MCJMCJMCJMCJ 33MCJMCJ MCJMCJMCJ MCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJ117117MCJMCJMCJMCJ MCJ MCJ MCJMCJ MCJMCJMCJMCJMCJMCJMCJMCJMCJMCJ MCJMCJM C J M C J 110TYP1016.SCALE:OVERALL FOUNDATION PLAN1"=20'PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLANFOOTING SCHEDULENOTES:1. FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS.2. FOR MINIMUM CLEARANCE (CLR) OF REINFORCING, SEE GENERAL STRUCTURAL NOTES (GSN).MARK LENGTH WIDTHTHICKNESSFOOTING REINFORCINGREMARKSF4242" 42" 10"(5) #4 EACH WAYBOTTOM---F4848" 48" 12"(6) #4 EACH WAYBOTTOM---F5454" 54" 12"(7) #4 EACH WAYBOTTOM---F7272" 72" 12"(7) #5 EACH WAYBOTTOM---F7878" 78" 12"(8) #5 EACH WAYBOTTOM---F108108" 108" 14"(14) #5 EACH WAYBOTTOM---WF18CONT 18" 10"(2) #4 CONT BOTTOM---WF24CONT 24" 10"(3) #4 CONT BOTTOM---WF30CONT 30" 12"(4) #4 CONT BOTTOM---WF36CONT 36" 12"(4) #4 CONT AND #4 AT 24" O.C.TRANSVERSE, BOTTOM---WF60CONT 60" 12"(5) #4 CONT AND #4 AT 24" O.C.TRANSVERSE, TOP AND BOTTOM---STEEL COLUMN (SC) SCHEDULEMARKSIZEBASE CONNECTIONSC1HSS8x8x58SEE DETAILSSC2HSS7x5x12SEE DETAILSSC3HSS5x5x516SEE DETAILSSC4HSS4x4x14SEE DETAILSABA. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.B. ALL SCHEDULED MARK DESIGNATIONS MAY NOTNECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARETYPICAL TO THIS PROJECT.C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N.IS A MINIMUM. FOUNDATION CONTRACTOR SHALLCOORDINATE WITH THE SOILS REPORT AND OTHER TRADESTO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THEWORK. SEE TYPICAL DETAILS FOR ADDITIONALREQUIREMENTS.D. WALLS WITH SOLID LINES DESIGNATEDSTRUCTURAL (BEARING) WALLS.E. WALLS WITH DASHED LINES DESIGNATENON-STRUCTURAL (NON-BEARING) WALLS.F. WALLS WITH SOLID LINES AND HATCHDESIGNATE MASONRY WALL, SEE WALL SCHEDULEG. , , , -AS SHOWN ON PLAN INDICATES ASHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALLLENGTH.H. , , - AS SHOWN ON PLAN INDICATES A SHEARWALLHOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FORADDITIONAL INFORMATION.I. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE ORMASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONALINFORMATION.J. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES ACONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FORADDITIONAL INFORMATION.K. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETEFOOTING. SEE FOOTING SCHEDULE FOR ADDITIONALINFORMATION.L. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.SEE POST SCHEDULE FOR MORE INFORMATION.M. SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEELCOLUMN. SEE STEEL COLUMN SCHEDULE FOR ADDITIONALINFORMATION. COLUMNS START AT THE LEVEL THEY ARECALLED OUT ON.N. J1, J2, ETC. - AS SHOWN ON PLAN INDICATES A MASONRYJAMB. SEE JAMB SCHEDULE FOR ADDITIONAL INFORMATION.J1 JAMB IS TYPICAL U.N.O.O. TYPICAL TOP OF CONCRETE STEM WALL=100'-0" UNOP. TYPICAL TOP OF EXTERIOR FOOTING=97'-0" UNOQ. TYPICAL TOP OF INTERIOR FOOTING=99'-2" UNOR. TYPICAL TOP OF PIER=99'-2" UNOS. MCJ - AS SHOWN ON PLAN INDICATES A CONTROL JOINT IN AMASONRY WALL. SEE GENERAL STRUCTURAL NOTES ANDTYPICAL DETAIL.T. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE"5" SHEARWALLS, UNO.U. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED AND/ORRAISED SLABS WITH ARCHITECTURAL DRAWINGS.V. FOR SIDEWALK AND LANDING LOCATIONS, SEEARCHITECTURAL DRAWINGS.FOUNDATION PLAN NOTES5 6. 71. STEP SLAB DOWN 4" FOR FREEZER AND COOLER, SEE TYPICALSLAB STEP DETAIL. COORDINATE WITH ARCH AND EQUIPMENTMANUFACTURER REQUIREMENTS.2. PROVIDE FOOTING AT THE BASE OF THE STAIRS FORSTRINGER ATTACHMENT, COORDINATE WITH STAIRMANUFACTURER3. MASONRY WALL BUMP-OUT PROVIDE #5 VERTICAL BARS INEACH CORNER AND #4 BENT HORIZONTAL BARS, SIMILAR TODETAIL 117 AND DRILL AND EPOXY VERTICAL BARS INTOFOOTINGPLAN KEYNOTESXPOST (P) SCHEDULENOTES:1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.MARKSIZESPECIES AND GRADECONNECTIONP1(2) 2x6DOUG FIR NO. 2SEE TYPICAL DETAILSWALL (W) SCHEDULEMARKTHICKNESSAND TYPEVERTICALREINFORCINGHORIZONTALREINFORCINGREMARKSW112"CONCRETE#4 AT 18" O.C.EACH FACE#4 AT 18" O.C.EACH FACE---W28" MASONRY #5 AT 32" O.C.(2) #4 AT 48" O.C.TYPICAL WALL FORWALLS THAT STOP ATTHE MECHANICALMEZZANINEW38" MASONRY #5 AT 24" O.C.(2) #4 AT 48" O.C.SOLID GROUTEDW48" CONCRETE #4 AT 18" O.C. #4 AT 12" O.C.---JAMB (J) SCHEDULESEE TYPICAL JAMB DETAIL FOR ADDITIONAL INFORMATIONMARKREBAR ANDQUANTITIESTYPE LENGTHREMARKSJ1(1) #5A16"REBAR CENTERED. TYP U.N.O.J2(3) #5A24"REBAR CENTEREDJ3(6) #5B48"REBAR CENTEREDSHEARWALL HOLDOWN SCHEDULEMARKHOLDOWNSHEARWALLEND POSTUNO ON PLANALTERNATEHOLDOWNSIMPSON HTT4OR SIMPSON HDU2(2) 2x STUDS---ASHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.716" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL8d COMMONAT 4" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 24" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 32" O.C.WOOD:16d STAGGERED AT 4" O.C.56.MCJ5 MATCHLINEMATCHLINES2.2S2.1 S2.2S2.1 1'-4"105'-8"147'-4" 122'-4"41'-8"25'-0"6'-4"53'-4"84'-8"6'-1134"13'-8"1'-358"4'-4"15'-4"3'-0"34'-8"6'-758"25'-0"6'-4"1'-358"2'-438"1'-758"4'-8"2'-4"4'-8"5'-4"12'-0"2'-0"3'-4"6'-8"4'-4"44'-0"37'-8"37'-8"WF24 / W4WF30 / W2WF24 / W4 WF24 / W4 WF24 / W2WF24 / W24" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE9'-434"6'-8"22'-8"11'-4"23'-0"12'-4"WF18 / W28'-8"10'-0"4'-8"3'-4"13'-4"3'-4"1'-838"1'-838"8'-0"1'-8"1'-8"33'-0"6'-714"1'-012"1'-8"1'-838"7'-1158"3'-4"10'-0"3'-4"9'-8"9'-1114"3'-4"9'-838"2'-714"8'-0"4'-8"6'-1158"758" 4'-0" 4'-0" 3'-4" 3'-4"3'-4"WF24 / W1WF36 / W4WF30 / W3WF30 / W3WF30 / W3WF30 / W3WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF36 / W4WF36 / W4WF24 / W4WF24 / W4WF36 / W4 WF24 / W1 1'-6"1'-4"15'-4"1'-4"8'-0"1'-4"3'-4"30'-8"13'-314"14'-038"1'-4"8'-8"1'-4"8'-8"1'-4"8'-8"1'-4"8'-8"1'-4"11'-0"41'-8" 164'-0" 8'-8"1'-4"8'-8"1'-4"8'-8"1'-4"8'-8"1'-4"11'-0"41'-8"41'-8"14'-8"1'-4"1'-6"4'-8"3'-4"9'-4"4'-8"105105TYP106TYP106104TYP106TYP1069'-4"WF30 / W4WF30 / W2WF30 / W2WF30 / W2WF30 / W2WF30 / W2WF30 / W2SC1F108SC1F108WF36 / W4WF36 / W4 WF36 / W4WF36 / W4WF36 / W4F48F54 WF30 / W3SC1F108SC1F108109109ALT106109TYP107109TYP102TYP102109TYP101TYP107110109TYP102TYP106TYP107110WF30 / W4 ATYP1021WF181'-0"1'-358"1'-0"1'-358"WF18WF18 WF18 2SC4F42F54J2J3J2J27'-234"1'-4"8'-8"8'-878"TYP1071'-4"6'-038"WF18 / W2 WF18 / W1 TYP1031'-4"1'-438" 1'-4"WF18 / W28"STEPSTEP WF18 1056.WF18 / W2 MCJMCJ MCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJ117117MCJMCJMCJMCJMCJ MCJ2'-4"4"2'-438"2'-438"7'-3"28'-858"14'-958"20'-3" 1'-158" 1'-158" 3'-1158" 2'-312" 3'-1158" 3'-1158" 2'-4"1'-758"6'-4"1'-6" 6'-4" 1'-558" JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432SCALE:PARTIAL FOUNDATION PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTKEYPLANMCJ 6.6.6.6.6.6.12'-814"28'-5"28'-212"WF24 / W2WF24 / W1WF30 / W2 WF24 / W2 WF24 / W2 WF24 / W2 WF24 / W2WF24 / W2WF24 / W2WF24 / W1WF24 / W1WF24 / W2WF24 / W2WF24 / W1WF24 / W1 4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE11'-4"3'-438"11'-4"9'-1158"13'-4"9'-434"6'-8"22'-8"11'-4"23'-0"12'-4"WF18 / W2WF18 / W28'-8"10'-0"4'-8"3'-4"13'-4"3'-4"1'-838"1'-838"8'-0"1'-8"1'-8"33'-0"6'-714"1'-8"1'-838"7'-1158"3'-4"10'-0"3'-4"9'-8"9'-1114"3'-4"9'-838"6'-1158"758" 4'-0" 4'-0" 3'-4" 3'-4"3'-4"14'-0"9'-4"7'-358"WF36 / W4WF30 / W3WF30 / W3WF30 / W3WF30 / W3WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF36 / W4 WF36 / W4 WF24 / W1 7'-814" 45'-4"12'-438"4'-4"14'-358"92'-8"1'-4"15'-4"14'-8" 1'-6" 29'-4" 4'-8" 8" 3'-4"1'-4" 10" 6'-4" 10" 1'-4"3'-4" 8" 4'-8"9'-6" 82'-10" 25'-1" 1'-1138" 1'-4"18'-8" 2'-0"56'-8"6'-8"12'-8"4'-8"3'-4"9'-4"9'-4"21'-11"45.00°28'-0"2'-0"2'-8"6'-8"2'-8"3'-358"28'-0"2'-018"3'-4"9'-4"16'-758"18'-412"4'-1158"3'-758" 4'-838"10'-8"3'-4" 22'-0"3'-4" 1'-4"8'-0" 1'-4" 1'-4" 1'-4"8" 8"5'-8"14'-4"3'-4"9'-4"46'-0"3'-4"4'-8" 32'-912" 3'-1158" 5'-834"3'-4"25'-4"6'-0"27'-4"8'-138"45.00°7'-918"3'-4"27'-0"13'-578"23'-714"135.00°12'-534"31'-758"28'-834"13'-758"23'-812"12'-534"26'-414"8'-078"8'-238"3'-4"7'-012"3'-4"16'-1112"4'-8"6'-838"22'-758"17'-1158"8'-0"3'-4"55'-4"8'-238"135.00°28'-718"4'-358"3'-4"43'-4"5'-4"12'-8"3'-4"9'-4"32'-912"32'-1034"9'-4"1'-1158"22'-838"8'-0"20'-118"24'-8"TYP101TYP101105105TYP101TYP101TYP101TYP101TYP101TYP101TYP1019'-4"WF2418'-514"27'-634" 27'-634" 27'-634" 18'-514" 18'-514"WF30 / W3SC1F108SC1F108SC3F72SC3F72SC3F48WF24 / W2WF18 / W2 WF18 / W2 WF18 / W2 WF18 / W2WF18 / W2WF18 / W2 WF18 / W2 WF18WF24 / W2 WF30 / W2 WF24 / W1WF24 / W1WF24 / W2WF30 / W3WF24WF24 / W1WF24 / W1WF24 / W2WF30 / W3WF30 / W3WF30 / W3WF30 / W3WF30 / W3WF30 / W3WF30 / W3 WF18 / W2WF18 / W2WF18 / W2WF18 / W2WF18 / W2 SC2F72SC2F78F54F48WF24 / W2WF60 / W4 WF24 / W1 WF24 / W1WF24 / W2 WF18WF18110109 TYP102TYP106WF24 / W1105105105108111108TYP102TYP102TYP102TYP102TYP102110TYP101110110111TYP102TYP102105105TYP1023'-4"2'-8"112113109TYP102TYP102114TYP102TYP102TYP102110110AAAAAWF18 AWF18WF18 / W2WF18AA12'-634"6'-558"22'-858"WF18 / W2 TYP103115115TYP103111TYP103WF18 / W2WF18 / W2 J2F48F48WF18 / W2WF18 / W2 WF18 / W2J3111TYP103F72F72555556.6.56.6.6.6.6.6.6.WF18 / W26.6.6.6.56.6. WF18 / W2 WF18 / W2WF18 / W2 W4W4 F72MCJMCJMCJMCJ 33MCJMCJ MCJMCJMCJ MCJMCJMCJMCJMCJMCJMCJ MCJMCJMCJMCJMCJMCJ1'-238"3'-10"1'-6"3'-10"6'-4"3'-934"1'-158" 1'-158" 3'-1158" 2'-312" 3'-1158" 3'-1158" 2'-4"1'-758" 6'-4" 1'-6"3'-4"25'-158"47'-958"3'-4"8'-938"9'-4"15'-278"10'-8" 23'-734"23'-7"6.MATCHLINE6.WF24 / W19'-434"6'-8"2'-714"8'-0"4'-8"6'-1158"8 4'-0" 4'-0"WF24 / W1WF36 / W4WF24 / W24 46'-0" 1'-6"13'-314"28'-758"858"27'-634" 18'-514"27'-634" 18'-514"WF36 / W43SC3F4811011010510AAWF18 / W2 WF18 / W1 115115'-438"5TYP101116MCJ6'-4" 1'-558"3'-4"25'-158"3'-4"1'-1138"MATCHLINES2.2 S2.3 S2.2 S2.4 S2.2S2.1 MATCHLINEJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432SCALE:PARTIAL FOUNDATION PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTKEYPLAN5 MATCHLINES2.2 S2.3 MATCHLINE S2.3S2.4119'-1112"WF24 / W2WF24 / W1WF24 / W1WF24 / W1WF24 / W2WF24 / W2WF24 / W1WF24 / W1WF24 / W2 WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W24" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE9'-4"16'-758"18'-412"9'-4"3'-1158"29'-018" 16'-1112"4'-8"6'-838"22'-758" 17'-1158"8'-0" 3'-4" 55'-4"8'-238"135.00°32'-1034"9'-4"1'-1158"22'-838"8'-0"20'-118"24'-8"3'-4"9'-4"3'-8"27'-958"8'-138"135.00°74'-0"120'-578"28'-0"6'-0"25'-838"26'-834"32'-8"1'-2"32'-8"3'-1158"3'-1158"7'-978"7'-918"2'-0"3'-4"8"3'-115 8" 3'- 1 1 58"13'-418"24'-1112"48'-434"3'-1158" 3'- 1 1 5 8"3'- 1 1 5 8"TYP101WF30 / W3WF30 / W3 WF36 / W3WF36 / W3WF18 / W2WF18 / W2 WF18 / W2 WF18 / W2WF18 / W2SC2F78F54 W F 1 8WF18WF18WF24 / W1 WF24 / W1 WF24 / W2 105TYP102TYP102TYP102TYP102TYP102TYP102TYP102111111TYP101110TYP101TYP102TYP101WF18AAAAAAWF18A A28'-238"J3111TYP103TYP103TYP103111TYP10355555555555556.6.6.6.5WF18 / W2WF18 / W2 MCJMCJMCJMCJMCJMCJ MCJMCJ MCJMCJ6'-4"1'-2"61'-4"24'-378"24'-078"TYP10123'-734"23'-7" JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432SCALE:PARTIAL FOUNDATION PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTKEYPLAN MATCHLINES2.4 MATCHLINE S2.3S2.474'-038"WF24 / W2WF24 / W2WF24 / W1WF24 / W1WF24 / W1WF24 / W2WF24 / W2WF24 / W1WF24 / W1WF24 / W2 WF24 / W2WF24 / W2WF24 / W2WF24 / W2WF24 / W24" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIMEFINISH FLOOR = 100'-0"CONCRETE SLAB ON GRADE120'-83 8 "4'-8" 8" 3'-4"1'-4" 10" 6'-4" 10" 1'-4"3'-4" 8" 4'-8"9'-6" 25'-1"1'-1138"1'-4"18'-8"2'-0"11'-118"9'-638"11'-4"8'-8"26'-1"13'-4"26'-838 "45.00°32'-8"1'-2"32'-838"3'-4"3'-4"3'-4"4'-8"3'-1158"9'-358"6'-758"4'-038"28'-0"2'-0"2'-8"6'-8"2'-8"3'-358"28'-0"2'-018"3'-4"9'-4"16'-758"18'-412"4'-838"10'-8"3'-4"22'-0"3'-4"1'-4"8'-0"1'-4"1'-4"1'-4"8"8"9'-4"3'-1158"29'-018"8'-0"20'-118"3'-4"27'-958"8'-0"135.00°7'-1034"9'- 1 1 5 8"9'-358"9'-358"3'-1158"1 1 ' - 4 " 6'-0"48'-434"120'-012"TYP101TYP101TYP101TYP101TYP102WF18WF18WF30 / W3WF30 / W3WF36 / W3WF36 / W3WF18 / W2WF18 / W2WF18 / W2WF18 / W2SC2F72SC2F78F48WF24 / W2WF60 / W4 WF24 / W1WF18 / W2WF24 / W2WF24 / W2WF18 / W2WF18 / W2WF18 / W2WF18 / W2WF18 / W2WF18 / W21051053'-4"2'-8"113109TYP102114TYP102TYP102TYP102TYP102TYP102TYP102111111TYP102TYP102WF24 / W1AAAAWF18A A28'-238"2 4 ' - 7 " WF18 / W2 J2F48F48111TYP103TYP103TYP103F725555555 5 6.6.55 5556.5WF18 / W2WF18 / W2 W4W4 F72MCJMCJMCJ 3MCJMCJMCJMCJMCJMCJ61'-4"15'-278"10'-8"6'-4"1'-2"11024'-378"24'-078"TYP101SCALE:PARTIAL FOUNDATION PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLAN 6.6.6.6.6.6.MATCHLINES2.2 S2.3 S2.2 S2.4 S2.2S2.1 S2.2S2.1 S2.3MATCHLINEMATCHLINEMATCHLINE S2.4212B5B5L2L2L2L2L2L1L2 L2L2L5L3L3L3L3L6L3L3L2L2B5 B5 L2 L2L2L2L3L2 L2 L4 L3 L2L2L2 L2 L2L1 L1 L2L2L2L2L2L2L2L2L2L1L2L2 L2 L2 L2L2L1L1 L1L3B5L3L2L1 L1 L1 L2L2L2 L2 L1L1L1L1L3L3B6B5B5B6 WJ1MCJWJ1WJ1 WJ1WJ1W J 1WJ1 201201L4L4 L4L4L4L3L1B5B 5 201201201B6B5 201201201201201201201WJ1206201WJ1202202205207204202WJ1212201201208335210201202202202 201212201208202201202201202207209B5 WJ1207 203201207212B4L2L4202202204334 5555 5 5 5 5 6.6.5 555 5 5555555555556.6.55555556.6.6.6.6.6.6.6.6.6.55L3L4 L3L4 L4 B2B2B4 5TYP5TYPW3W3W3 L2 W3L2J2W38W3W2W2W25TYPP1(3) KSP1 W/213P1(3) KSP1 W/L1 W3W3W3W3L2334W3W3W3W3334J2J2W3W3W3500#MAX500# MAX500# MAX500# MAX500# MAXW3W3W3 1202334W3500#MAX500# MAX500# MAXW3W3W2 W2 W2W2 W2 J2J2W3W3334W3 W3 W3 B3 23P12112135TYP45TYPW2 W2W2W2W2 W2W2 4W35TYPW3W3W3J3 L2 L2L2L1 6.6.6.6.6.6.8214777W16x40 T.O.S.=110'-10"8887214214920233033155MCJMCJMCJ MCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJ MCJ MCJ MCJMCJ MCJMCJMCJMCJMCJMCJMCJMCJMCJMCJ MCJMCJMCJMCJMCJMCJ MCJMCJ M C J MCJL3SCALE:OVERALL MECH. ACCESS FRAMING PLAN1"=20'PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLANFLOOR FRAMING PLAN NOTESA. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.B. ALL SCHEDULED MARK DESIGNATIONS MAY NOTNECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARETYPICAL TO THIS PROJECT.C. WALLS WITH SOLID LINES DESIGNATEDSTRUCTURAL (BEARING) WALLS.D. WALLS WITH DASHED LINES DESIGNATENON-STRUCTURAL (NON-BEARING) WALLS.E. WALLS WITH SOLID LINE AND HATCHDESIGNATE MASONRY WALLS, SEE SHEARWALL SCHEDULEF. , , , -AS SHOWN ON PLAN INDICATES ASHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALLLENGTH.G. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM ORHEADER. SEE BEAM SCHEDULE FOR ADDITIONALINFORMATION.H. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOODJOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONALINFORMATION.I. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.SEE POST SCHEDULE FOR MORE INFORMATION.J. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETEOR MASONRY WALLS. SEE WALL SCHEDULE FORADDITIONAL INFORMATION.K. L1, L2, ETC. - AS SHOWN ON PLAN INDICATES A MASONRYLINTEL. SEE LINTEL SCHEDULE FOR ADDITIONALINFORMATION. J1 JAMB IS TYPICAL U.N.O.L. J1, J2, ETC. - AS SHOWN ON PLAN INDICATES A MASONRYJAMB. SEE JAMB SCHEDULE FOR MORE INFORMATION. J1JAMB IS TYPICAL U.N.O.M. MCJ - AS SHOWN ON PLAN INDICATES A CONTROL JOINT INA MASONRY WALL. SEE GSN AND TYPICAL DETAIL. JOINTSMAY BE SHOWN, BUT NOT NOTED ON THIS PLAN. SEEFOUNDATION PLAN FOR NOTED LOCATIONS.N. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE"5" SHEARWALLS, UNO. WHERE BEAM SCHEDULESPECEFIES MULTI PLY BEAMS FASTEN BEAMS TOGETHERPER "TYPICAL BUILT-UP BEAM DETAIL".5 6. 71. STEEL STAIRS AND LANDING. SEE THE ARCHITECTURALDRAWINGS FOR ADDITIONAL INFORMATION. STEELFABRICATOR TO SUBMIT STAIR SHOP DRAWING DETAILS FORE.O.R. REVIEW. E.O.R. TO VERIFY CAPACITY OF STAIR MEMBERSIZES AND CONNECTIONS.2. SIMPSON HUC610 HANGER, ATTACH TO MASONRY W/ (18)TNT25234H FASTENERS.3. POCKET BEAM INTO WALL PER TYPICAL DETAIL AND STRAP TOTHE WOOD STUD WALL W/ A HORIZONTAL MSTC40 STRAP.PROVIDE BLOCKING BETWEEN THE STUDS TO RECEIVE THESTRAP NAILING.4. SIMPSON HHUS410 HANGER5. SIT BEAM ON MASONRY WALL AND ATTACH TO THE 2x NAILERW/ (2) A35 CLIPS6. FOR MECHANICAL PENETRATIONS PROVIDE L3 MASONRYLINTEL, PENETRATION WIDTH SHALL NOT EXCEED 4'-3".7. FLOOR PENETRATION FOR EMERGENCY ACCESS HATCH (MAXSIZE 32"x32"), PROVIDE BLOCKOUT IN FRAMING. USE DOUBLEJOIST EACH SIDE OF OPENING AND MIT4.28/11.88 HANGER W/WEB STIFFENER. COORDINATE OPENING SIZE AND LOCATIONW/ ARCH DRAWINGS.8. SIMPSON HUC412 HANGER, ATTACH TO MASONRY W/ (22)TNT25234H FASTENERS.9. FLOOR PENETRATION FOR FUTURE MECHANICAL DUCT (MAXSIZE 30"x30"). PROVIDE BLOCKOUT IN FRAMING. USE DOUBLEJOIST EACH SIDE OF OPENING AND MIT4.28/11.88 HANGER W/WEB STIFFENER. COORDINATE OPENING SIZE AND LOCATIONW/ MECH. DRAWINGS.PLAN KEYNOTESXLINTEL (L) SCHEDULEMARKSIZEREINFORCINGL116" DEEP(1) #5 TOP AND BOTTOML224" DEEP(1) #5 TOP AND BOTTOML332" DEEP(1) #5 TOP AND BOTTOML448" DEEP(1) #5 TOP AND BOTTOML548" DEEP(2) #5 TOP AND BOTTOML672" DEEP(2) #5 TOP AND BOTTOMBEAM (B) SCHEDULEMARKSIZEB1(2) 2x8 OR (2) 134x512 LVLB2(2) 2x10 OR (2) 134x714 LVLB3(3) 2x10 OR (2) 134x714 LVLB4(3) 134x912 LVLB5(2) 134x1178 LVLB6(3) 134x1178 LVLPOST (P) SCHEDULENOTES:1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.MARKSIZESPECIES AND GRADECONNECTIONP1(2) 2x6DOUG FIR NO. 2SEE TYPICAL DETAILSSHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.716" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL8d COMMONAT 4" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 24" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 32" O.C.WOOD:16d STAGGERED AT 4" O.C.56.WOOD JOIST ( ) SCHEDULEMARKJOISTFACE MOUNT HANGER TOP FLANGE HANGERWJ11178" TJI 210 AT 16" O.C.IUS2.06/11.88 SLOPEDAND/OR SKEWED:LSSR2.1Z (REQUIRESWEB STIFFENER)ITS2.06/11.88WJ22x6 AT 16" O.C.LUS26---WJWALL (W) SCHEDULEMARKTHICKNESSAND TYPEVERTICALREINFORCINGHORIZONTALREINFORCINGREMARKSW112"CONCRETE#4 AT 18" O.C.EACH FACE#4 AT 18" O.C.EACH FACE---W28" MASONRY #5 AT 32" O.C.(2) #4 AT 48" O.C.TYPICAL WALL FORWALLS THAT STOP ATTHE MECHANICALMEZZANINEW38" MASONRY #5 AT 24" O.C.(2) #4 AT 48" O.C.SOLID GROUTEDW48" CONCRETE #4 AT 18" O.C. #4 AT 12" O.C.---JAMB (J) SCHEDULESEE TYPICAL JAMB DETAIL FOR ADDITIONAL INFORMATIONMARKREBAR ANDQUANTITIESTYPE LENGTHREMARKSJ1(1) #5A16"REBAR CENTERED. TYP U.N.O.J2(3) #5A24"REBAR CENTEREDJ3(6) #5B48"REBAR CENTERED MATCHLINEMATCHLINES2.2S2.1 S2.2S2.1 B5B5L2L2L2L2L2L1L2 L2L5L3L3L3L3L6L3L3L4 L3 WJ1MCJWJ1L4L4L4 L4201202201202207209B5 212B4L2L4202202204334L3L4L3L4L4 L1W3 W3L2334W3W3W3W3334J2J2W3W3W3500#MAX500# MAX500# MAX500# MAX500# MAXW3W3W3 1202334W3500#MAX500# MAX500# MAXW3W3W2 W2 W2W2W2 J2J2W3W3334W3 W3 W3 B3 23P12115TYP4L1 6.821479202MCJMCJ MCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJ MCJL3 SCALE:PARTIAL MECH. ACCESS FRAMING PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLAN MATCHLINES2.2 S2.3 S2.2 S2.4 S2.2S2.1 MATCHLINEMATCHLINE6.L2L1 212B4L2L4 53 B3 23P12117202MCJ6.6.6.6.6.6.B5B5L2L2L2L2L2L1L2 L2L2L2L2B5 B5 L2 L2L2L2L3L2 L2 L3 L2L2L2 L2 L2L1 L1 L2L1 L1 L1 L2L2L2 L2 L1L1L1L1L3L3B6WJ1WJ1 WJ1L4L4 L4L4L4L3L1B5 201201WJ1206201WJ1202202205207204202WJ1212201201208335210201202202202 201208202201202201202207209B5 WJ1207 203201207L2555556.6.56.6.6.6.6.6.6.B4W3W3W3 L2 W3L2J2W38W3W2W2W25TYPP1(3) KSP1 W/213P1(3) KSP1 W/L1 W3W3W3W3L2334W3 2112135TYP4W2 W2W2 W2W2 W2W2 5W3W3W3J3 L26.6.6.6.6.6.8214W16x40 T.O.S.=110'-10"8721421420233033155MCJMCJMCJ MCJMCJMCJMCJMCJMCJMCJ MCJMCJMCJMCJMCJMCJ MCJMCJMCJMCJ MCJMCJ BID ALT #2MATCHLINES2.2S2.1SCALE:PARTIAL MECH. ACCESS FRAMING PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLAN MATCHLINES2.2 S2.3 MATCHLINE S2.3S2.4L2L1 L2L2L2L2L2L2L2L2B5L3B5WJ1WJ1201201201201B6B5 201206201WJ1 2022022052072042022122015555555555555556.6.6.6.5B25TYPW2 W2W2 W2W2 W2W2 4W35TYPW3W3 J3L2L278MCJMCJMCJMCJMCJMCJ MCJMCJ MCJMCJSCALE:PARTIAL MECH. ACCESS FRAMING PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLAN MATCHLINES2.4 MATCHLINE S2.3S2.4212212L2L1L2L2L2L 2 L2L2L1L1 L1L3L2L1 L1L1L1L1L1L1 L3L3B6B5WJ1 WJ1201B5B 5 201201201201201201201WJ1202202205204 5 55555 5 56.6.55555 556.5B25TYP5TYPW3W3W3L2W3 L2J2 5TYPW2W2 W2W2L2 L2L278214214330MCJMCJMCJMCJSCALE:PARTIAL MECH. ACCESS FRAMING PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLAN WJ2GTWJ2 5WJ2P R E F A B W O O D T R U S S A T 2 4 " O . C .PREFAB WOOD TRUSS AT 24" O.C.W16x26W21x44W21x44PREFAB WOOD TRUSS AT 24" O.C.PREFAB WOOD TRUSS AT 24" O.C.PREFAB WOOD TRUSS AT 24" O.C.PREFAB ROOF TRUSSE AT 24" O.C. PREFAB WOOD TRUSS AT 24" O.C.WJ2(10) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX) 96G 12N 15.0k 96G 12N 15.0k (10) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX) (10) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX)101010101010510510510161615151514MATCHLINES2.2 S2.3 S2.2S2.1 S2.2S2.1 S2.3MATCHLINEMATCHLINE S2.4MATCHLINES2.2 S2.3 S2.2 S2.2 S2.2S2.1 S2.3MATCHLINEMATCHLINE S2.4S2.1 301308308306304305308(2) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX)(2) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX)W18x35 309307(12) 18k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX)20 GAGE PLB-36 STEEL DECK W/ X-HSN 24 FASTENERSFOR BASE STEEL THICKNESS 18"< tf < 38". USE HILTIX-ENP19 FASTENERS FOR BASE STEEL THICKNESS tf > 14".ATTACHMENT PATTERN: 36/5, 13" O.C. PARALLELSUPPORTS, 18" O.C. VSC2 SIDELAP.ALL DECKING SHALL BE TRIPLE SPAN MINIMUM.BOTTOM OF DECK (B.O.D.) = 130'-8"305304304306PREFAB WOOD TRUSS AT 24" O.C.GTB2GT (9) 18k STEEL JOISTS 390/260 AT AT 6'-8"PREFAB WOOD TRUSS AT 24" O.C.PREFAB WOOD TRUSS AT 24" O.C.PREFAB WOOD TRUSS AT 24" O.C.GT GT GTGTGTGTGTGTGT B5B 5B5B5 303301301301301303301B5B5B 5 B55555 5 5 5 5OVERBUILT FRAMINGPER TYPICAL DETAIL.6.6.3025 55B4B 4 5 5 5555555530130330130230155556.555301301555519/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:19/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:19/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:19/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:P1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSWJ119/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:19/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.MCJ6.6.P1(2)KSP1(2)KSB2B5B5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSB5 P1(2)KSP1(2)KSB5 P1(2)KSP1(2)KSP1(2)KSB5P1(2)KSB2B2B2P1(2)KSB5P1(2)KSP1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB1B1B3P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSB5B2B2B5B2B5 P1(2)KSP1(2)KSB5 P1(2)KSP1(2)KSB5 P1(2)KSP1(2)KSB2 L3L3L3L3 316B4OVERBUILT FRAMINGPER TYPICAL DETAIL.W21x44W21x44W21x44314313314302312312302302L3 (9) 30k STEEL JOISTS 390/260 AT AT 6'-8"313313315320319GT317GT318301303302302302302321310311WJ1 WJ1WJ1WJ1WJ1 WJ1WJ1OVERBUILT FRAMINGPER TYPICAL DETAIL.WJ1OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.323316B5B5325324322322322325B5B5 324325B5 B53116.6.B4 6.6.3013273266.6.6.6.20 GAGE PLB-36 STEEL DECK W/ X-HSN 24 FASTENERSFOR BASE STEEL THICKNESS 18"< tf < 38". USE HILTIX-ENP19 FASTENERS FOR BASE STEEL THICKNESS tf > 14".ATTACHMENT PATTERN: 36/5, 13" O.C. PARALLELSUPPORTS, 18" O.C. VSC2 SIDELAP.ALL DECKING SHALL BE TRIPLE SPAN MINIMUM.BOTTOM OF DECK (B.O.D.) = VARIES319302P1P1P1P1311311311S2.4S2.4MATCHLINEMATCHLINES2.2B4303311301OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.514W313'-0"165 PSF0 PSF13'-0" 1 35 PSF 0 PSF 13'-0"135 PSF0 PSF20 GAGE PLB-36 STEEL DECK W/ X-HSN 24 FASTENERSFOR BASE STEEL THICKNESS 18"< tf < 38". USE HILTI X-ENP19 FASTENERS FOR BASE STEEL THICKNESS tf > 14".ATTACHMENT PATTERN: 36/5, 13" O.C. PARALLELSUPPORTS, 18" O.C. VSC2 SIDELAP.ALL DECKING SHALL BE TRIPLE SPAN MINIMUM.BOTTOM OF DECK (B.O.D.) = 120'-6 12"W3 W3 W3W3W313'-0"135 PSF0 PSFW313'-0" 1 65 PSF 0 PSF 13'-0" 1 65 PSF 0 PSF 34W3W334W3W3W3 W3 W3 W313'-0"165 PSF0 PSFW3W36P1RME500#RME500#RME500#RME500#RME500#13'-0"165 PSF0 PSFW3W311121311121313'-0"165 PSF0 PSFW3 W3 RME500#RME1200#13'-0" 1 65 PSF 0 PSF 3292222RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME1200#RME1200#RME1200#RME500#RME500#3333338P177P18B.O.D. = 127'-0 1/2"15332332W3W2B.O.D. = 126'-1 1/2"W3J3309J3309 W3W33333338P177P113'-0" 1 45 PSF 0 PSF10'-0"55 PSF0 PSF110'-0"55 PSF0 PSF110'-0"55 PSF0 PSF 1 10'-0"55 PSF0 PSF1B.O.D. = 127'-0 1/2"W313'-0"145 PSF0 PSF2222213'-0"145 PSF0 PSF77P188333P1P1P13103013029T.O.S. = 117'-0 3/4"RME100#RME1000#RME150#L8x8x1/2L8x8x1/2W8x15 W8x15RME5000#336RME1200#RME100#RME100#RME100#GTGT5TYP5TYP5TYP5TYP5TYP5TYP5TYP5TYP5TYP5TYP5TYPL2 5TYP165TYPWJ2 18 165TYP232826.6.6.6.6.6.5TYP1919WJ26.WJ29W3W2W35TYP 5TYP8171719171719MCJMCJMCJ MCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJ MCJ MCJ MCJMCJ MCJMCJMCJMCJMCJMCJMCJMCJ MCJMCJMCJMCJ 6.56.6.6.6.6.SCALE:OVERALL ROOF FRAMING PLAN1"=20'PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLANROOF FRAMING PLAN NOTESA. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.B. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN,PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.C. PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) ATOPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR LESS, (1)TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2) KS, 9'-1" TO12'-0", (2) TS & (3) KS. FOR ATTACHMENT, SEE "TYPICALHEADER CONNECTION" DETAIL.D. WALLS WITH SOLID LINES DESIGNATEDSTRUCTURAL (BEARING) WALLS.E. WALLS WITH DASHED LINES DESIGNATENON-STRUCTURAL (NON-BEARING) WALLS.F. WALLS WITH SOLID LINES AND HATCH DESIGNATEMASONRY WALLS, SEE WALL SCHEDULE.G. , , -AS SHOWN ON PLAN INDICATES A SHEARWALL;HATCHING IN WALL DESIGNATES SHEARWALL LENGTH.H. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM ORHEADER. SEE BEAM SCHEDULE FOR ADDITIONALINFORMATION.I. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A JOIST. SEEJOIST SCHEDULE FOR ADDITIONAL INFORMATION.J. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.SEE POST SCHEDULE FOR MORE INFORMATION.K. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE ORMASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONALINFORMATION.L. L1, L2, ETC. - AS SHOWN ON PLAN INDICATES AMASONRYLINTEL. SEE LINTEL SCHEDULE FOR ADDITIONALINFORMATION.M. J1, J2, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE ORMASONRY JAMB. SEE JAMB SCHEDULE FOR ADDITIONALINFORMATION. J1 JAMB IS TYPICAL U.N.O.N. MCJ - AS SHOWN ON PLAN INDICATES A CONTROL JOINT IN AMASONRY WALL. SEE GSN AND TYPICAL DETAIL.O. TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH (1) H2.5AOR (1) H1 CLIP, AND EACH GIRDER TRUSS WITH (2) H2.5A CLIPS,UNO.P. PROVIDE BUILT-UP 2x POSTS BELOW EACH GIRDER TRUSS,MATCH GIRDER TRUSS WIDTH, U.N.O.Q. OVERBUILD PONY WALLS (MAX 5'-0" SPACING FOR 2x6OVERBUILD FRAMING AT 24" O.C. W/ SIMPSON LUS26 HANGER)PER "TYPICAL OVERBUILD" DETAIL.R. "D=" INDICATES DRAG LOAD (ASD) THAT TRUSSMANUFACTURER IS TO DESIGN TRUSS FOR IN BOTH TENSIONAND COMPRESSION.S. WHERE BEAM SCHEDULE SPECIFIES MULTI PLY BEAMS FASTENBEAMS TOGETHER PER "TYPICAL BUILT-UP BEAM DETAIL".T. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5"SHEARWALLS, UNO.U. THE STEEL JOIST MANUFACTURER SHALL DESIGN ALL JOISTSAND THE SHOES FOR AN AXIAL TENSION (T) OR COMPRESSION(C) LOAD OF 3000# (ASD) DUE TO OUT-OF-PLANE LOADS ATMASONRY WALLS, UNLESS LARGER LOAD IS INDICATED ONPLANS.V. THE STEEL JOIST MANUFACTURER SHALL DESIGN ALL JOISTSAND SUPPLY ADDITIONAL BRIDGING AS REQUIRED FOR THEUPLIFT WIND LOAD USING THE FOLLOWING UNFACTOREDLOADS:DL=20 PSFWIND (a - 10 FT);ZONE 1=-17.5 PSFZONE 2=-33.2 PSFZONE 3=-51.1 PSFW. THE STEEL JOIST MANUFACTURER SHALL COORDINATE THELOCATIONS AND WEIGHTS OF EQUIPMENT SUPPORTED ORSUSPENDED FROM ROOF STRUCTURE W/ SPECIFIER'SDRAWINGS AND DESIGN JOISTS FOR THE ADDITIONAL WEIGHT.X. PROVIDE JOIST BRIDGING AS REQUIRED BY STEEL JOISTMANUFACTURER, SEE TYPICAL DETAILS FOR ATTACHMENT ATSTRUCTURE.Z. THE STEEL JOIST MANUFACTURER SHALL DESIGN FOR THEDRIFT LOAD INDICATED.AA. FOR CLARITY, DETAILS MY SHOW ONLY ONE SIDE OF FRAMINGCONDITION.AB. FOR CLARITY, ALL ROOF OPENINGS MAY NOT BE SHOWN ONTHE ROOF FRAMING PLAN. FOR EXACT SIZE, NUMBER ANDLOCATION OF OPENINGS, SEE ARCHITECTURAL, MECHANICAL,PLUMBING, AND ELECTRICAL DRAWINGS. FOR FRAMING ATOPENINGS, SEE TPICAL DETAILS. INDICATES HVAC EQUIPMENT ON ROOF OR RME HANGING FROM ROOF STRUCTURE. XXXX# SEE TYPICAL DETAILS FOR FRAMING INFORMATION.5 6.1. AT PARAPET WALLS OR ADJACENT TALLER WALL, SNOW DRIFTTO BE SUPERIMPOSED ON THE UNIFORM ROOF SNOW FOR THEMAGNITUDE AND LENGTH OF DRIFT INDICATED2. PROVIDE CS16 x 10'-0" LONG STRAP AT MASONRY WALL TIEANCHORS, SEE CORRESPONDING DETAILS. PROVIDE 2xBLOCKING BELOW ROOF SHEATHING TO RECEIVE STRAPNAILING3. PROVIDE HSS2 1/2"x2 1/2" x 1/4" TUBE STEEL FOR DECKSUPPORT. SPAN BETWEEN LEDGER ANGLE AND JOIST GIRDER.LAP W/ LEDGER ANGLE A MINIMUM OF 12". WELD ALL COMMONSURFACES AT ANGLE AND JOIST GIRDER.4. PROVIDE HSS2 1/2"x2 1/2" x 1/4" TUBE STEEL FOR DECKSUPPORT. SPAN BETWEEN JOIST POCKET AND JOIST GIRDER.WELD ALL COMMON SURFACES AT BEARING PLATE AND JOISTGIRDER.5. FOR MECHANICAL PENETRATIONS PROVIDE L3 MASONRYLINTEL, PENETRATION WIDTH SHALL NOT EXCEED 4'-3"6. SIMPSON HUC610 HANGER, ATTACH TO MASONRY W/ (18)TNT25234H FASTENERS7. SIMPSON HUC412 HANGER, SKEW AND SLOPE AS REQUIRED.ATTACH TO THE MASONRY W/ (16) TNT25234H FASTENERS8. SIMPSON HU412 HANGER, SKEW AND SLOPE AS REQUIRED9. STRAP INTERIOR TOP PLATE TO EXTERIOR TOP PLATE W/SIMPSON MSTC40 STRAP10. JOIST MANUFACTURER SHALL DESIGN THE JOIST BOTTOMCHORD FOR A 1000# REACTION AT EACH CONNECTIONLOCATION FROM THE SUSPENDED BASKETBALL STANDARD11. IN ADDITION TO ROOF DEAD AND SNOW LOADS, POISTMANUFACTURER TO DESIGN GIRDER JOIST FOR ANADDITIONAL LINE LOAD (LIVE) OF 250 PLF. LOAD TO BE APPLIEDTO BOTTOM CHORD OF JOIST REPRESENTING WEIGHT OFPARTITION WALL BELOW. JOIST MANUFACTURER TO VERIFYW/ ARCH/PARTITION WALL SUPPLIER THAT THE BOTTOMCHORD OF GIRDER JOIST IS OF PROPER WIDTH TO RECEIVEPARTITION WALL RAIL MOUNTING.12. JOIST MANUFACTURER TO DESIGN GIRDER JOIST FOR AMOVING POINT LOAD OF 17,000 LBS(LIVE) THAT ISNON-CONCURRENT W/ THE LINE LOAD MENTIONED IN KEYNOTE11 AND CAN OCCUR AT ANY POINT WITHIN 20'-0" OF THEGIRDER'S SUPPORT POINT.13. JOIST MANUFACTURER TO LIMIT SNOW+LIVE LOADDEFLECTION OF GIRDER JOIST TO L/1200.14. PROVIDE STEEL ANGLES AT ROOF HATCH, SEE TYPICALOPENING IN ROOF FRAMING DETAIL AND COORDINATELOCATION W/ ARCH.15. PROVIDE STEEL ANGLES AT ROOF OPENING FOR SKYLIGHTS,SEE TYPICAL OPENING IN ROOF FRAMING DETAIL ANDCOORDINATE LOCATION W/ ARCH.16. PROVIDE L3x3x3/16 ANGLES AROUND ROOF DRAINPENETRATIONS, SIMILAR TO TYPICAL OPENING IN ROOFFRAMING DETAIL.17. FOR MECHANICAL PENETRATION, PROVIDE B2 HEADER, (1)TRIMMER STUD AND (2) KING STUDS EACH SIDE, PENETRATIONWIDTH SHALL NOT EXCEED 4'-3".18. WALL FRAMING SHALL BE 2X8 DF No. 2 OR 2X8 LSL 1.55ESTUDS. WALLS LESS THAN 20'-6" IN HEIGHT, STUDS SHALL BESPACED AT 16" O.C. AND WALLS GREATER THAN 20'-6" INHEIGHT, STUDS SHALL BE SPACED AT 12" O.C.19. WALL FRAMING SHALL BE 2X6 DF No. 2 OR 2X6 LSL 1.55ESTUDS. WALLS BETWEEN 16'-0" AND 18'-6" SHALL BE SPACEDAT 12" O.C. AND WALLS GREATER THAN 18'-6" SHALL BESPACED AT 6" O.C. OR DOUBLE STUDS AT 12" O.C.PLAN KEYNOTESXBEAM (B) SCHEDULEMARKSIZEB1(2) 2x8 OR (2) 134x512 LVLB2(2) 2x10 OR (2) 134x714 LVLB3(3) 2x10 OR (2) 134x714 LVLB4(3) 134x912 LVLB5(2) 134x1178 LVLB6(3) 134x1178 LVLPOST (P) SCHEDULENOTES:1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.MARKSIZESPECIES AND GRADECONNECTIONP1(2) 2x6DOUG FIR NO. 2SEE TYPICAL DETAILSWOOD JOIST ( ) SCHEDULEMARKJOISTFACE MOUNT HANGER TOP FLANGE HANGERWJ11178" TJI 210 AT 16" O.C.IUS2.06/11.88 SLOPEDAND/OR SKEWED:LSSR2.1Z (REQUIRESWEB STIFFENER)ITS2.06/11.88WJ22x6 AT 16" O.C.LUS26---WJSHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.716" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL8d COMMONAT 4" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 24" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 32" O.C.WOOD:16d STAGGERED AT 4" O.C.56.WALL (W) SCHEDULEMARKTHICKNESSAND TYPEVERTICALREINFORCINGHORIZONTALREINFORCINGREMARKSW112"CONCRETE#4 AT 18" O.C.EACH FACE#4 AT 18" O.C.EACH FACE---W28" MASONRY #5 AT 32" O.C.(2) #4 AT 48" O.C.TYPICAL WALL FORWALLS THAT STOP ATTHE MECHANICALMEZZANINEW38" MASONRY #5 AT 24" O.C.(2) #4 AT 48" O.C.SOLID GROUTEDW48" CONCRETE #4 AT 18" O.C. #4 AT 12" O.C.---JAMB (J) SCHEDULESEE TYPICAL JAMB DETAIL FOR ADDITIONAL INFORMATIONMARKREBAR ANDQUANTITIESTYPE LENGTHREMARKSJ1(1) #5A16"REBAR CENTERED. TYP U.N.O.J2(3) #5A24"REBAR CENTEREDJ3(6) #5B48"REBAR CENTEREDLINTEL (L) SCHEDULEMARKSIZEREINFORCINGL116" DEEP(1) #5 TOP AND BOTTOML224" DEEP(1) #5 TOP AND BOTTOML332" DEEP(1) #5 TOP AND BOTTOML448" DEEP(1) #5 TOP AND BOTTOML548" DEEP(2) #5 TOP AND BOTTOML672" DEEP(2) #5 TOP AND BOTTOM PREFAB WOOD TRUSS AT 24" O.C.(10) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX)96G 12N 15.0k 96G 12N 15.0k (10) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX) (10) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX)1010101010105105105101616MATCHLINES2.2S2.1 S2.2S2.1 MATCHLINES2.2 S2.2S2.1 S2.1 308308306304305308(2) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX)(2) 30k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX)W18x35309307(12) 18k STEEL JOISTS 355/235 AT 6'-0" O.C. (MAX)20 GAGE PLB-36 STEEL DECK W/ X-HSN 24 FASTENERSFOR BASE STEEL THICKNESS 18"< tf < 38". USE HILTIX-ENP19 FASTENERS FOR BASE STEEL THICKNESS tf > 14".ATTACHMENT PATTERN: 36/5, 13" O.C. PARALLELSUPPORTS, 18" O.C. VSC2 SIDELAP.ALL DECKING SHALL BE TRIPLE SPAN MINIMUM.BOTTOM OF DECK (B.O.D.) = 130'-8"305304304306PREFAB WOOD TRUSSOVERBUILT FRAMINGPER TYPICAL DETAIL.MCJB1B3P1(2)KSP1(2)KSL3L3L3L3 316B4323316B414W313'-0"165 PSF0 PSF13'-0"135 PSF 0 PSF 13'-0"135 PSF0 PSF20 GAGE PLB-36 STEEL DECK W/ X-HSN 24 FASTENERSFOR BASE STEEL THICKNESS 18"< tf < 38". USE HILTI X-ENP19 FASTENERS FOR BASE STEEL THICKNESS tf > 14".ATTACHMENT PATTERN: 36/5, 13" O.C. PARALLELSUPPORTS, 18" O.C. VSC2 SIDELAP.ALL DECKING SHALL BE TRIPLE SPAN MINIMUM.BOTTOM OF DECK (B.O.D.) = 120'-6 12"W3 W3 W3W3W313'-0"135 PSF0 PSFW313'-0" 1 65 PSF 0 PSF 13'-0"165 PSF 0 PSF 34W3W334W3W3W3 W3 W3 W313'-0"165 PSF0 PSFW3W36P1RME500#RME500#RME500#RME500#RME500#13'-0"165 PSF0 PSFW3W311121311121313'-0"165 PSF0 PSFW3 W3 RME500#RME1200#13'-0"165 PSF 0 PSF329222RME100#RME1000#RME150#L8x8x1/2L8x8x1/2W8x15 W8x15RME5000#336RME1200#RME100#RME100#RME100#5TYP5TYP5TYP5TYP5TYP5TYP5TYP5TYP5TYP5TYP5TYP5TYP165TYP6.5TYPMCJMCJ MCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJMCJ MCJ SCALE:PARTIAL ROOF FRAMING PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLAN WJ2GTW16x26W21x44W21x44PREFAB WOOD TRUSS AT 24" O.C.PREFAB WOOD TRUSS AT 24" O.C.PREFAB WOOD TRUSS AT 24" O.C.PREFAB ROOF TRUSSE AT 24" O.C. PREFAB WOOD TRUSS AT 24" O.C.WJ2101010101015151514MATCHLINES2.2 S2.3 S2.2S2.1 MATCHLINEMATCHLINES2.2 S2.3 S2.2 S2.2S2.1 MATCHLINE301308308PREFAB WOOD TRUSS AT 24" O.C.GTB2GT (9) 18k STEEL JOISTS 390/260 AT AT 6'-8"PREFAB WOOD TRUSS AT 24" O.C.PREFAB WOOD TRUSS AT 24" O.C.GTGTGTGTGT 3013013015OVERBUILT FRAMINGPER TYPICAL DETAIL.55556.530130119/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:19/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:P1(2)KS19/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.(2)KSB5P1(2)KSB5 P1(2)KSP1(2)KSB5 P1(2)KSP1(2)KSP1(2)KSB5P1(2)KSB2B2B2P1(2)KSB5P1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB1B1B3P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSP1(2)KSP1(2)KSB5B2B2B5 P1(2)KSP1(2)KSB5 P1(2)KSP1(2)KSB5 P1(2)KSP1(2)KSB2B4OVERBUILT FRAMINGPER TYPICAL DETAIL.W21x44W21x44313314302312302302L3 (9) 30k STEEL JOISTS 390/260 AT AT 6'-8"313313315320319GT317GT318301303302302302WJ1 WJ1WJ1WJ1OVERBUILT FRAMINGPER TYPICAL DETAIL.WJ1B5B5325324322322322325B5325B56.6.6.3013273266.6.6.6.20 GAGE PLB-36 STEEL DECK W/ X-HSN 24 FASTENERSFOR BASE STEEL THICKNESS 18"< tf < 38". USE HILTIX-ENP19 FASTENERS FOR BASE STEEL THICKNESS tf > 14".ATTACHMENT PATTERN: 36/5, 13" O.C. PARALLELSUPPORTS, 18" O.C. VSC2 SIDELAP.ALL DECKING SHALL BE TRIPLE SPAN MINIMUM.BOTTOM OF DECK (B.O.D.) = VARIES319302311311S2.4MATCHLINEB4303311301OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.W3 W3W3RME500#RME500#RME500#RME500#RME500#13'-0"165 PSFW3W3RME500#RME1200#13'-0" 1 65 PSF 0 PSF 3292222RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#P18B.O.D. = 127'-0 1/2"15332332W3W2B.O.D. = 126'-1 1/2"W3J3309J3309 W3W37P113'-0" 1 45 PSF 0 PSF10'-0"55 PSF0 PSF110'-0"55 PSF0 PSF110'-0" 55 PSF 0 PSF 1 10'-0"55 PSF0 PSF1B.O.D. = 127'-0 1/2"W313'-0"145 PSF0 PSF2222213'-0"145 PSF0 PSF77P188333P1P1P13103013029T.O.S. = 117'-0 3/4"GTGTL2 5TYP165TYP232826.6.6.6.6.6.5TYP1919WJ26.WJ29W3 W2 W3 5TYP5TYP8MCJMCJMCJ MCJMCJMCJMCJMCJMCJMCJ MCJMCJMCJMCJMCJMCJ MCJMCJMCJMCJ 6.56.6.6.6.6.S2.2S2.1 S2.2S2.1 30319/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:P1(2)KSP1(2)KSB2B5B2W21x44314313312B4 OVERBUILT FRAMINGPER TYPICAL DETAIL.5 W3 W36P15TYPWJ2 18MCJ 6.SCALE:PARTIAL ROOF FRAMING PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLAN WJ2 5PREFAB WOOD TRUSS AT 24" O.C.W21x44W21x44151514S2.2 S2.3 S2.3MATCHLINEMATCHLINE S2.4S2.2 S2.3 S2.3MATCHLINEMATCHLINE S2.4PREFAB WOOD TRUSS AT 24" O.C.PREFAB WOOD TRUSS AT 24" O.C.GTGTGT 55555555301303301302301555553015519/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:19/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:OVERBUILT FRAMINGPER TYPICAL DETAIL.6.6.P1(2)KSP1(2)KSB2B5B5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB5P1(2)KSB5 P1(2)KSP1(2)KSB5 P1(2)KSP1(2)KSP1(2)KSB5P1(2)KS(9) 30k STEEL JOISTS 390/260 AT AT 6'-8"313302302WJ1WJ1 WJ1OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.322325B5B5 3243116.6.20 GAGE PLB-36 STEEL DECK W/ X-HSN 24 FASTENERSFOR BASE STEEL THICKNESS 18"< tf < 38". USE HILTIX-ENP19 FASTENERS FOR BASE STEEL THICKNESS tf > 14".ATTACHMENT PATTERN: 36/5, 13" O.C. PARALLELSUPPORTS, 18" O.C. VSC2 SIDELAP.ALL DECKING SHALL BE TRIPLE SPAN MINIMUM.BOTTOM OF DECK (B.O.D.) = VARIES311311S2.4MATCHLINE S2.2RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME1200#RME1200#3333338P177P18B.O.D. = 127'-0 1/2"332332W3W2J330910'-0"55 PSF0 PSF110'-0" 55 PSF 0 PSF 1 L2 16W3 W25TYP 171719 MCJMCJMCJMCJ MCJMCJSCALE:PARTIAL ROOF FRAMING PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432KEYPLAN GT5WJ2P R E F A B W O O D T R U S S A T 2 4 " O . C .W16x26W21x44PREFAB WOOD TRUSS AT 24" O.C.PREFAB WOOD TRUSSAT 24" O.C.WJ215151514S2.3MATCHLINE S2.4S2.3MATCHLINE S2.4PREFAB WOOD TRUSS AT 24" O.C.GTGTGT B5B5B5B5301301303301B5B5B5B555555555OVERBUILT FRAMINGPER TYPICAL DETAIL.6.6.302555B4B4553015519/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:P1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSP1(2)KSWJ119/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.TYPICAL ROOF SHEATHING:B2B5P1(2)KSP1(2)KSB5P1(2)KSP1(2)KSB2OVERBUILT FRAMINGPER TYPICAL DETAIL.(9) 30k STEEL JOISTS 390/260 AT AT 6'-8"313313GT317GT318302321310311WJ1 WJ1OVERBUILT FRAMINGPER TYPICAL DETAIL.OVERBUILT FRAMINGPER TYPICAL DETAIL.322324325B5B5 6.20 GAGE PLB-36 STEEL DECK W/ X-HSN 24 FASTENERSFOR BASE STEEL THICKNESS 18"< tf < 38". USE HILTIX-ENP19 FASTENERS FOR BASE STEEL THICKNESS tf > 14".ATTACHMENT PATTERN: 36/5, 13" O.C. PARALLELSUPPORTS, 18" O.C. VSC2 SIDELAP.ALL DECKING SHALL BE TRIPLE SPAN MINIMUM.BOTTOM OF DECK (B.O.D.) = VARIES319302P1P1P1P1311S2.4S2.4 MATCHLINE MATCHLINES2.2RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME500#RME1200#RME500#B.O.D. = 127'-0 1/2"15332W3W3J3W3W3 3333338P177P113'-0"145 PSF 0 PSF10'-0"55 PSF0 PSF110'-0"55 PSF0 PSF 145 PSFGT16W2 5TYP8171719MCJMCJMCJMCJMCJ SCALE:PARTIAL ROOF FRAMING PLAN1/8" = 1'-0"PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SED JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432STRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTKEYPLAN 106MASONRY WALL AT FOUNDATIONNO SCALEKEYNOTES:1.MASONRY WALL, SEE PLAN2. #5 DOWEL TO MATCH VERTICALWALL REINFORCING3.CONCRETE SLAB ON GRADE, SEEPLAN4. CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8. SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH9.RIDGED INSULATION, SEE ARCH10. BRICK VENEER PER ARCH, ATTACHPER GSN3"CLR3" CLR LAP PERGSNLAP PERTYPICAL DETAIL 876 82543102MASONRY WALL AT FOUNDATIONNO SCALE3"CLR3" CLR2 1435KEYNOTES:1.MASONRY WALL, SEE PLAN2.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN3.CONCRETE SLAB ON GRADE, SEEPLAN4. CONCRETE FOOTING, SEE PLAN5.DOWEL TO MATCH VERTICALMASONRY WALL REINFORCING SIZEAND SPACING, EPOXY DOWEL ATFOOTINGLAP PER GSN 91105STEEL COLUMN AT FOUNDATION NO SCALE16735122KEYNOTES:1. STEEL COLUMN, SEE PLAN2.34" THICK STEEL BASE PLATE W/LEVELING NUTS W/ (4) 34"Ø HEADEDANCHOR RODS W/ 9" EMBEDMENT3.±112" NON-SHRINK GROUT4.CONCRETE CLOSURE POUR. POURAFTER DEAD LOADS ARE IN PLACE5.CONCRETE SLAB ON GRADE, SEEPLAN6.CONCRETE FOOTING, SEE PLAN7.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN1/42144PLANAA3"CLR3" CLR 112" TYP 112" TYP112"TYP4" MI N 104STEEL COLUMN AT FOUNDATION NO SCALE3"CLR3" CLR KEYNOTES:1.STEEL COLUMN, SEE PLAN2.34" THICK STEEL BASE PLATE W/LEVELING NUTS W/ (4) 34"Ø HEADEDANCHOR RODS W/ 9" EMBEDMENT3. 20" x 20" CONCRETE PIER W/ (12) #5VERTICAL DOWELS W/ (3) #3 TIES INTOP 5" AND AT 8" O.C. REMAINDER4.CONCRETE CLOSURE POUR. POURAFTER DEAD LOADS ARE IN PLACE5. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN6.CONCRETE FOOTING, SEE PLAN7.CONCRETE SLAB ON GRADE, SEEPLAN8.±112" NON-SHRINK GROUT4" MI N 112" TYP 112" TYP 2143713625821112"TYP1/46" MIN103WOOD STUD WALL AT FOUNDATION NO SCALEKEYNOTES:1.WOOD STUD WALL, SEE PLAN2. WALL SHEATHING AS OCCURS, SEEPLAN3. CONCRETE SLAB ON GRADE, SEEPLAN4.CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH9. EDGE NAILING, SEE SHEARWALLSCHEDULE10. MASONRY VENEER, SEE ARCH11.RIGID INSULATION, SEE ARCHNOTE:A. WATERPROOF ANY EXTERIORWOOD FRAMING WITHIN 8" OFGRADE PER ARCH DRAWINGSB.VERIFY WALL AND MASONRY VENEER DIMENSIONS WITH ARCH.101WOOD STUD WALL AT FOUNDATIONNO SCALE3"CLR.3" CLR.827 96815438" MIN 104107MASONRY PILASTER AT FOUNDATION NO SCALEKEYNOTES:1. MASONRY WALL, SEE PLAN2. #5 DOWEL TO MATCH VERTICALWALL REINFORCING3. CONCRETE SLAB ON GRADE, SEEPLAN4.CONCRETE WALL BEYOND , SEEPLAN, CONTINUE HORIZONTALREINFORCING THROUGH PIER5. CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH9.RIDGED INSULATION, SEE ARCH10.CONCRETE PIER W/ (8) #5 HOOKEDDOWELS11.SOLID GROUTED MASONRYPILASTER, SEE PLAN12.(6) #5 FULL HEIGHT VERTICALDOWELS, (1) #5 BAR IN EACH CELL13.#4 HORIZONTAL TIES AT 24" O.C.14. #4 BENT DOWEL AT 12" O.C.15.CONCRETE WALL, SEE PLAN16.5/8"Ø x 1'-0" LONG SMOOTH DOWELAT 48" O.C. WHERE CONTROL JOINTOCCURS, SEE PLAN AND TYPICALDETAIL3"CLR3" CLR LAP PER GSN LAP PER TYPICAL DETAIL 876 812539ASECTIONA11101121311SECTIONBB1'-6" LAPTYP 141610141515743"CLR3"CLR54108WOOD STUD WALL AT FOUNDATIONNO SCALEKEYNOTES:1. WOOD STUD WALL, SEE PLAN2.CONT 2x PT SOLE PLATE W/ O.145"Ø MINSHOT PIN AT 16" O.C.3. CONCRETE SLAB ON GRADE, SEE PLAN4.CONCRETE FOOTING, SEE PLAN5. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN123109CONCRETE SLAB AT FOUNDATION NO SCALE3"CLR3"CLR 876 854312KEYNOTES:1.WALL BEYOND, SEE PLAN2.#4 BENT DOWEL AT 18" O.C.3.CONCRETE SLAB ON GRADE, SEE PLAN4.CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH9. RIGID INSULATION, SEE ARCH18"18"110CONCRETE SLAB AT FOUNDATION NO SCALE3"CLR3"CLR 876 854312KEYNOTES:1. WALL BEYOND, SEE PLAN2. #4 BENT DOWEL AT 18" O.C.3. CONCRETE SLAB ON GRADE, SEE PLAN4.CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8. SIDEWALK, PAVEMENT, OR FINISH GRADEPER ARCH9. RIGID INSULATION, SEE ARCH18"18"111WOOD STUD WALL AT FOUNDATIONNO SCALEKEYNOTES:1.WOOD STUD WALL, SEE PLAN2.CONT 2x PT SOLE PLATE W/ ANCHORBOLTS PER SHEARWALL SCHEDULE3. CONCRETE SLAB ON GRADE, SEE PLAN4.CONCRETE FOOTING, SEE PLAN5.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN6. EDGE NAILING, SEE SHEARWALLSCHEDULE7.WALL SHEATHING AS OCCURS, SEE PLAN76123312"MIN3"CLR3"CLR54 11KEYNOTES:1. WOOD STUD WALL, SEE PLAN2. CONT 2x PT SOLE PLATE W/ ANCHORBOLTS PER SHEARWALL SCHEDULE3.CONCRETE SLAB ON GRADE, SEE PLAN4.CONCRETE FOOTING, SEE PLAN5.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN6.EDGE NAILING, SEE SHEARWALLSCHEDULE7. WALL SHEATHING AS OCCURS, SEE PLAN8.5/8"Ø EPOXY ANCHOR, USE HILTI HIT-HY200 OR APPROVED EQUAL, INSTALL PERMANUFACTURERS INSTRUCTIONS9.HOLDOWN, SEE PLAN761233"CLR3" CLR54 6" MIN 9899KEYNOTES CONT:17. TYPICAL WALL HORIZONTAL BARSTO CONTINUE THROUGH PILASTER,EXCEPT AT CONTROL JOINT WHEREONLY BAR CONTINUE THROUGH ASDIRECTED BY THE TYPICALMASONRY CONTROL JOINT DETAILPROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432 112MASONRY PILASTER AT FOUNDATION NO SCALEKEYNOTES:1.MASONRY WALL, SEE PLAN2. WOOD STUD WALL, SEE P LAN3. CONCRETE SLAB ON GRADE, SEEPLAN4.CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH9. RIDGED INSULATION, SEE ARCH10.CONCRETE PIER W/ #5 VERTICALDOWELS AT 8" O.C. AROUNDPERIMETER OF PIER11. SOLID GROUTED MASONRYPILASTER, SEE PLAN12.#5 VERTICALS BARS AT 24" O.C.AROUND PERIMETER (1) #5 IN EACHCORNER13. #4 HORIZONTAL TIES AT 24" O.C.14.#4 BENT DOWEL AT 12" O.C.3"CLR3" CLR LAP PER GSN LAP PER TYPICAL DETAIL 876 8539ASECTIONA1110121311SECTIONBB1'-6" LAP TYP14 4144410242811KEYNOTES:1. MASONRY WALL, SEE PLAN2.#5 DOWEL TO MATCH VERTICALWALL REINFORCING3. CONCRETE SLAB ON GRADE, SEEPLAN4.CONCRETE WALL BEYOND , SEEPLAN, CONTINUE HORIZONTALREINFORCING THROUGH PIER5.CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH9.RIDGED INSULATION, SEE ARCH10. CONCRETE PIER W/ #5 DOWELS AT8" O.C. AROUND PERIMETER OFPIER11. SOLID GROUTED MASONRYPILASTER, SEE PLAN12.#5 VERTICALS BARS AT 24" O.C.AROUND PERIMETER (1) #5 IN EACHCORNER13. #4 HORIZONTAL TIES AT 24" O.C.14.#4 BENT DOWEL AT 12" O.C.15.CONCRETE WALL, SEE PLAN16.#3 x 36" LONG (18" EACH LEG)HAIRPIN AT 24" O.C.17.VERTICAL BAR113MASONRY PILASTER AT FOUNDATION NO SCALE3" CLR3"CLRLAP PER GSN LAP PER TYPICAL DETAIL 7 86539ASECTIONA11101121311SECTIONBB1'-6" LAP TYP 1410151415114WOOD STUD WALL AT FOUNDATIONNO SCALE33"CLR3" CLR54 2A6SECTIONAKEYNOTES:1.MASONRY WALL, SEE PLAN2.DOWEL TO MATCH VERTICAL WALLREINFORCING SIZE AND SPACING,EPOXY DOWEL AT FOOTING3.CONCRETE SLAB ON GRADE, SEEPLAN4.CONCRETE FOOTING, SEE PLAN5.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN6. SOLID GROUTED MASONRYPILASTER, SEE PLAN7.#5 VERTICALS BARS AT 24" O.C.AROUND PERIMETER (1) #5 IN EACHCORNER8. #4 HORIZONTAL TIES AT 24" O.C.9. #3 x 36" LONG (18" EACH LEG)HAIRPIN AT 24" O.C.10. #5 VERTICAL BAR LAP PER GSN 13138KEYNOTES:1.WOOD STUD WALL, SEE PLAN2. WALL SHEATHING AS OCCURS, SEEPLAN3. CONCRETE SLAB ON GRADE, SEEPLAN4.CONCRETE WALL, SEE PLAN5.CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH9. EDGE NAILING, SEE SHEARWALLSCHEDULE10. MASONRY VENEER, SEE ARCH11.RIGID INSULATION, SEE ARCH12.5/8"Ø EPOXY ANCHOR, USE HILTIHIT-HY 200 OR APPROVED EQUAL,INSTALL PER MANUFACTURERSINSTRUCTIONS13.HOLDOWN, SEE PLAN115WOOD STUD WALL AT FOUNDATIONNO SCALE3"CLR.3"CLR.827 96815438" MIN 1011KEYNOTES:1.STEEL COLUMN, SEE PLAN2.34" THICK STEEL BASE PLATE W/LEVELING NUTS W/ (4) 34"Ø EPOXYANCHOR W/ 8" EMBEDMENT3.CONCRETE SLAB ON GRADE, SEEPLAN4.CONCRETE WALL, SEE PLAN5. CONCRETE FOOTING, SEE PLAN6.COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH9.±112" NON-SHRINK GROUT10. MASONRY VENEER, SEE ARCH11.RIGID INSULATION, SEE ARCHNOTE:A.WATERPROOF ANY EXTERIORWOOD FRAMING WITHIN 8" OFGRADE PER ARCH DRAWINGSB.VERIFY WALL AND MASONRY VENEER DIMENSIONS WITH ARCH.116WOOD STUD WALL AT FOUNDATIONNO SCALE3"CLR.3"CLR.817685438" MIN 10111'-0" MIN 131229112"4"112"114"212" 5"1'-7"12134144117MASONRY PILASTER AT FOUNDATION NO SCALEKEYNOTES:1. MASONRY WALL, SEE PLAN2. #5 DOWEL TO MATCH VERTICALWALL REINFORCING3. CONCRETE SLAB ON GRADE, SEEPLAN4.CONCRETE WALL BEYOND , SEEPLAN, CONTINUE HORIZONTALREINFORCING THROUGH PIER5. CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOWFOOTING, SEE PLAN7.MINIMUM FOOTING DEPTH, SEE GSN8.SIDEWALK, PAVEMENT, OR FINISHGRADE PER ARCH9.RIDGED INSULATION, SEE ARCH10.CONCRETE PIER W/ (8) #5 HOOKEDDOWELS11.SOLID GROUTED MASONRYPILASTER, SEE PLAN12.(4) #5 FULL HEIGHT VERTICALDOWELS, (1) #5 BAR IN EACH CELL13.#4 HORIZONTAL TIES AT 24" O.C.14. #4 BENT DOWEL AT 12" O.C.15.CONCRETE WALL, SEE PLAN16.5/8"Ø x 1'-0" LONG SMOOTH DOWELAT 48" O.C. WHERE CONTROL JOINTOCCURS, SEE PLAN AND TYPICALDETAIL3"CLR3" CLR LAP PER GSN LAP PER TYPICAL DETAIL 876 812539ASECTIONA11101121311SECTIONBB1'-6" LAPTYP 141610141515KEYNOTES CONT:17. TYPICAL WALL HORIZONTAL BARSTO CONTINUE THROUGH PILASTER,EXCEPT AT CONTROL JOINT WHEREONLY BAR CONTINUE THROUGH ASDIRECTED BY THE TYPICALMASONRY CONTROL JOINT DETAIL178119161710PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432 202WOOD JOIST AT MASONRY WALLNO SCALEKEYNOTES:1.MASONRY WALL, SEE PLAN2.CONT LSL LEDGER (PROVIDE MOISTUREBARRIER) W/ (2) 58" x 6" LONG, TITEN HD AT24" O.C.3.WOOD JOIST W/ HANGER, SEE PLAN4.SIMPSON DTT1Z AT 48" O.C. W/ 38"Ø x5"TITEN HD5.BOUNDARY NAILING, SEE PLAN6.FLOOR SHEATHING, SEE PLAN7.(1) #5 CONT8"2431561"67KEYNOTES:1.WOOD STUD WALL, SEE PLAN2. CONT 2x BOTTOM PLATE W/ ATTACHMENT,SEE SHEARWALL SCHEDULE3.FLOOR SHEATHING, SEE PLAN4. CONT RIM BOARD W/ A35 CLIP AT 24" O.C.5.WOOD JOIST, SEE PLAN6.2x BEARING PLATE W/ 58"Ø ANCHOR BOLTSAT 32" O.C.7.(1) #5 CONT8.MASONRY WALL, SEE PLAN9. EDGE NAILING, SEE SHEARWALLSCHEDULE10. BOUNDARY NAILING, SEE PLAN11. WALL SHEATHING AS OCCURS, SEE PLAN12.(6) 16d NAILS AT EACH JOIST TO BEARINGPLATE (3) NAILS EACH SIDE OF ANCHORBOLT201WOOD JOIST AT MASONRY WALL NO SCALE9911104129538205WOOD JOIST AT MASONRY WALLNO SCALEKEYNOTES:1.MASONRY WALL, SEE PLAN2.CONT LSL LEDGER (PROVIDE MOISTUREBARRIER) W/ (2) 58" x 6" LONG TITEN HD AT24" O.C.3.WOOD JOIST W/ HANGER, SEE PLAN4.(1) #5 CONT5.BOUNDARY NAILING, SEE PLAN6.FLOOR SHEATHING, SEE PLAN7.JOIST BLOCKING AT 48" O.C. W/ (4) 10dNAILS8.CONTINUOUS LSL LEDGER (PROVIDEMOISTURE BARRIER) W/ (1) 58"Ø x 6" LONGTITEN HD AT 16" O.C.9. WOOD JOIST, SEE PLAN 8"231561"568967KEYNOTES:1. BOUNDARY NAILING, SEE PLAN2.112" x 14" 1.3E LSL STAIR STRINGER AT 16"O.C.3.FLOOR SHEATHING, SEE PLAN4. CONT DOUBLE RIM BOARD AT STAIRS W/A35 CLIP AT 24" O.C.5.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN6.2x BEARING PLATE W/ 58"Ø ANCHOR BOLTSAT 32" O.C.7. (1) #5 CONT8. MASONRY WALL, SEE PLAN9.LRU26Z HANGER AT EACH STRINGER210WOOD JOIST AT MASONRY WALL NO SCALE14253867KEYNOTES:1.BOUNDARY NAILING, SEE PLAN2.(6) 16d NAILS AT EACH JOIST TO BEARINGPLATE (3) NAILS EACH SIDE OF ANCHORBOLT3.FLOOR SHEATHING, SEE PLAN4.CONT RIM JOIST W/ 16d NAILS AT 4" O.C.5. JOIST BLOCKING AT 24" O.C. W/ (4) 10dNAILS6.2x BEARING PLATE W/ 58"Ø ANCHOR BOLTSAT 32" O.C.7.(1) #5 CONT8. MASONRY WALL, SEE PLAN9. WOOD JOIST, SEE PLAN207WOOD JOIST AT MASONRY WALL NO SCALE41538299204WOOD JOIST AT MASONRY WALLNO SCALEKEYNOTES:1. MASONRY WALL, SEE PLAN2. CONT LSL LEDGER (PROVIDE MOISTUREBARRIER) W/ (1) 58" x 6" LONG TITEN HD AT24" O.C.3. WOOD JOIST, SEE PLAN4. JOIST BLOCKING AT 48" O.C. W/ (4) 10dNAILS5. BOUNDARY NAILING, SEE PLAN6. FLOOR SHEATHING, SEE PLAN7. (1) #5 CONT8.SIMPSON DTT1Z AT 48" O.C. W/ 38"Ø x 5"TITEN HD2315694867KEYNOTES:1. WOOD STUD WALL, SEE PLAN2. CONT 2x BOTTOM PLATE W/ ATTACHMENT,SEE SHEARWALL SCHEDULE3. FLOOR SHEATHING, SEE PLAN4.CONT RIM BOARD W/ A35 CLIP AT 24" O.C.5.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN6.2x BEARING PLATE W/ 58"Ø ANCHOR BOLTSAT 32" O.C.7.(1) #5 CONT8. MASONRY WALL, SEE PLAN9. EDGE NAILING, SEE SHEARWALLSCHEDULE10. BOUNDARY NAILING, SEE PLAN11.WALL SHEATHING AS OCCURS, SEE PLAN12. (4) 10d NAILS AT EACH BLOCK13. JOIST BLOCKING AT 32" O.C. W/ (4) 10dNAILS INTO BEARING PLATE, (2) EACH SIDEOF THE ANCHOR BOLT203WOOD JOIST AT MASONRY WALL NO SCALE99111041295381312206WOOD JOIST AT MASONRY WALLNO SCALEKEYNOTES:1. MASONRY WALL, SEE PLAN2. CONT LSL LEDGER (PROVIDE MOISTUREBARRIER) W/ (2) 58" x 6" LONG TITEN HD AT24" O.C.3. WOOD JOIST W/ HANGER, SEE PLAN4. (1) #5 CONT5. BOUNDARY NAILING, SEE PLAN6. FLOOR SHEATHING, SEE PLAN23156235667KEYNOTES:1.BOUNDARY NAILING, SEE PLAN2. (6) 16d NAILS AT EACH JOIST TO BEARINGPLATE (3) NAILS EACH SIDE OF ANCHORBOLT3.FLOOR SHEATHING, SEE PLAN4. JOIST BLOCKING BETWEEN EACH JOISTW/ (6) 16d NAILS5. WOOD JOIST, SEE PLAN6.2x BEARING PLATE W/ 58"Ø ANCHOR BOLTSAT 32" O.C.7.(1) #5 CONT8.MASONRY WALL, SEE PLAN208WOOD JOIST AT MASONRY WALL NO SCALE41382567KEYNOTES:1.WOOD JOIST, SEE PLAN2.CONT RIM BOARD W/ A35 CLIP AT 24" O.C.3.FLOOR SHEATHING, SEE PLAN4. (6) 16d NAILS AT EACH JOIST TO BEARINGPLATE (3) NAILS EACH SIDE OF ANCHORBOLT5.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN6.2x BEARING PLATE W/ 58"Ø ANCHOR BOLTSAT 32" O.C.7. (1) #5 CONT8. MASONRY WALL, SEE PLAN9.BOUNDARY NAILING, SEE PLAN209WOOD JOIST AT MASONRY WALL NO SCALE2538419KEYNOTES:1.WOOD JOIST, SEE PLAN2. WOOD JOIST BLOCKING AT 24" O.C. W/ (2)16d NAILS3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL4. WOOD STUD WALL, SEE PLAN5.WALL SHEATHING AS OCCURS, SEE PLAN6.EDGE NAILING, SEE SHEARWALLSCHEDULE7.CONT RIM BOARD8.BOUNDARY NAILING, SEE PLAN9.CONT 2x BOTTOM PLATE, ATTACH PERSHEARWALL SCHEDULE10.(4) 10d NAILS INTO EACH BLOCK11. FLOOR SHEATHING, SEE PLAN212WOOD JOIST AT WOOD STUD WALLWW_FJ202NO SCALE1346658749112106NOTES:A.NO WALL SHEATHING SPLICE BETWEENRIM BOARD AND TOP PLATE, IFSHEATHING BREAKS PROVIDE A35 CLIP ATEACH JOISTKEYNOTES:1.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL3.WOOD STUD WALL, SEE PLAN4. CONT RIM BOARD W/ A35 CLIP AT 24" O.C.5.BOUNDARY NAILING, SEE PLAN6.CONT 2x BOTTOM PLATE, ATTACH PERSHEARWALL SCHEDULE7.FLOOR SHEATHING, SEE PLAN213WOOD JOIST AT WOOD STUD WALL NO SCALE12354367KEYNOTES:1.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL3. WOOD STUD WALL, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.EDGE NAILING, SEE SHEARWALLSCHEDULE6. CONT RIM BOARD W/ A35 CLIP AT 24" O.C.7.BOUNDARY NAILING, SEE PLAN8.CONT 2x BOTTOM PLATE, ATTACH PERSHEARWALL SCHEDULE9.FLOOR SHEATHING, SEE PLAN211WOOD JOIST AT WOOD STUD WALLNO SCALE1235476389512774744214WOOD JOIST AT MASONRY WALLNO SCALEKEYNOTES:1. MASONRY WALL, SEE PLAN2. CONT LSL LEDGER (PROVIDE MOISTUREBARRIER) W/ (1) 58" x 6" LONG TITEN HD AT24" O.C.3. WOOD JOIST, SEE PLAN4. JOIST BLOCKING AT 48" O.C. W/ (4) 16dNAILS5. BOUNDARY NAILING, SEE PLAN6. FLOOR SHEATHING, SEE PLAN7. (1) #5 CONT8.SIMPSON DTT1Z AT 48" O.C. W/ 38"Ø x 5"TITEN HD9.MASONRY LINTEL, SEE PLAN231564879PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432 KEYNOTES:1. SEE "TYPICAL STEEL ANGLE ATMASONRY WALL" DETAIL FOR MOREINFORMATION2. BOUNDARY ATTACHMENT, SEE PLAN3. STEEL DECK, SEE PLAN4. STEEL JOIST, SEE PLAN5. MASONRY WALL, SEE PLAN6. 24" DEEP BOND BEAM W/ (3) #5 BARSCONTINUOUS7.12"x6"x0'-10" BEARING PLATE W/ (2) 58"Ø x8" LONG HEADED STUDS8.NON-SHRINK GROUT, ADJUST HEIGHTAS REQUIRED (1" MIN - 4" MAX)3/16223/163/16317456 2112"TYP3"3"304STEEL JOIST AT MASONRY WALL NO SCALE8306STEEL JOIST AT GIRDER JOIST NO SCALEKEYNOTES:1. STEEL GIRDER, SEE PLAN2.STEEL JOIST, SEE PLAN3.STEEL DECK, SEE PLAN4. PARTITION WALL, SEE ARCH5.PROVIDE (2) 34"Ø A325 ERECTION BOLTSAT JOIST SPANNING 40'-0" OR MORE6. GIRDER BOTTOM CHORD BRACE BYJOIST MFR, TYP AT JOIST NEARESTMID-SPAN OF GIRDER7.BOUNDARY ATTACHMENT, SEE PLAN2123/16TYP23/16 23657309STEEL BEAM AT MASONRY WALL NO SCALEKEYNOTES:1. MASONRY WALL, SEE PLAN2.14" THICK STIFFENER PLATE EACH SIDE OFBEAM3. 1" x 6" x 1'-0" STEEL BEARING PLATE W/ (2)34"Ø x 8" LONG HEADED STUDS4.STEEL BEAM, SEE PLAN5. 16" DEEP BOND BEAM W/ #5 BARSCONTINUOUS TOP AND BOTTOM, EXTENDA MINIMUM 2'-0" EACH SIDE OF BEAM6.NON-SHRINK GROUT, ADJUST HEIGHT ASREQUIRED (1" MIN - 4" MAX)7.VERTICAL JAMB BARS, SEE PLAN4321307STEEL JOIST AT STEEL BEAM NO SCALEKEYNOTES:1.STEEL BEAM, SEE PLAN2.14" THICK STIFFENER PLATE EACH SIDEOF BEAM3.STEEL DECK, SEE PLAN4.L4x4x38 x 8" ANGLE W/ (2) 38" THICKSTIFFENER PLATES5. STEEL COLUMN, SEE PLAN6. 6x6 STABILIZER PLATE AT GIRDER7. STEEL GIRDER, SEE PLAN8.34" STEEL CAP PLATE W/ (2) 34"Ø A325ERECTION BOLTS EACH GIRDER9.14" STIFFENER PLATE EACH SIDE OFBEAM76581/43/16NOTE:ADO NOT WELD BOTTOM CHORDSTO STABILIZER PLATES, UNO1/4551/41/4TYP1/41/4TYP1/41432112"1/41/4308STEEL JOIST AT STEEL BEAM NO SCALEKEYNOTES:1. STEEL COLUMN, SEE PLAN2.6x6 STABILIZER PLATE AT GIRDER3.STEEL GIRDER, SEE PLAN4.34" STEEL CAP PLATE W/ (2) 34"Ø A325ERECTION BOLTS EACH GIRDER32141/43/16NOTE:ADO NOT WELD BOTTOM CHORDSTO STABILIZER PLATES, UNO1/4551/445 9KEYNOTES:1. WOOD TRUSS, SEE PLAN2. ROOF SHEATHING, SEE PLAN3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL4.WOOD STUD WALL, SEE PLAN5.WALL SHEATHING AS OCCURS, SEE PLAN6.CONT SHAPED BLOCK W/ 16d NAILS AT 6"O.C.7.TRUSS BLOCKING BETWEEN EACH TRUSSW/ (1) A35 CLIP8.BOUNDARY NAILING, SEE PLAN9. EDGE NAILING, SEE SHEARWALLSCHEDULE302WOOD TRUSS AT WOOD STUD WALLNO SCALENOTE:A. COORDINATE ROOF VENTILATIONKEYNOTES:1.ROOF SHEATHING, SEE PLAN2.BOUNDARY NAILING, SEE PLAN3. WOOD TRUSS, SEE PLAN4.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL5. WOOD STUD WALL, SEE PLAN6. TRUSS BLOCKING BETWEEN EACH TRUSSW/ (1) A35 CLIP7.SOFFIT FRAMING TO COORDINATE W/ARCH8. WALL SHEATHING AS OCCURS, SEE PLAN9.EDGE NAILING, SEE SHEARWALLSCHEDULE301WOOD TRUSS AT WOOD STUD WALLNO SCALENOTE:A. COORDINATE ROOF VENTILATIONB. FASCIA PER ARCHITECTURAL DETAILS1234567813456782KEYNOTES:1.WOOD TRUSS, SEE PLAN2. 2x4x8'-0" LONG AT 4'-0" O.C. W/ (2) 16dNAILS AT EACH TRUSS3.WOOD TRUSS W/ HGA10 CLIP AT 36" O.C.4. CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL5.WOOD STUD WALL, SEE PLAN6. WALL SHEATHING AS OCCURS, SEE PLAN7.EDGE NAILING, SEE SHEARWALLSCHEDULE8. 2x BLOCKING W/ LTP4 BETWEEN EACHJOIST, SEE PLAN9. WOOD JOIST W/ H2.5 CLIP, SEE PLAN10.BOUNDARY NAILING, SEE PLAN11.ROOF SHEATHING, SEE PLAN12. (3) 16d NAILS AT EACH JOIST13. 2x BLOCK AT EACH 2x4 BRACE W/ (4) 10dNAILS101234568911107712303WOOD TRUSS AT WOOD STUD WALLNO SCALENOTE:A. COORDINATE ROOF VENTILATIONB. FASCIA PER ARCHITECTURAL DETAILS13999305STEEL JOIST AT MASONRY WALL NO SCALEKEYNOTES:1.BOUNDARY ATTACHMENT, SEE PLAN2. SEE "TYPICAL STEEL ANGLE AT MASONRYWALL" DETAIL FOR MORE INFORMATION3. STEEL DECK, SEE PLAN4. STEEL JOIST, SEE PLAN5.MASONRY WALL, SEE PLAN6.16" DEEP BOND BEAM W/ #5 BARSCONTINUOUS TOP AND BOTTOM7.BOND BEAM W/ (1) #5 BAR CONTINUOUSAT TOP OF PARAPET453216 75/16225/16KEYNOTES:1. WOOD TRUSS, SEE PLAN2.ROOF SHEATHING, SEE PLAN3.WOOD BEAM, SEE PLAN4. BOUNDARY NAILING, SEE PLAN5.TRUSS BLOCKING BETWEEN EACH TRUSSW/ (1) A35 CLIP6. CONT SHAPED BLOCK W/ 16d NAILS AT 6"O.C.310WOOD TRUSS AT WOOD BEAMNO SCALENOTE:A.COORDINATE ROOF VENTILATION136542KEYNOTES:1.WOOD TRUSS, SEE PLAN2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL3.WOOD STUD WALL, SEE PLAN4. WALL SHEATHING AS OCCURS, SEE PLAN5.EDGE NAILING, SEE SHEARWALLSCHEDULE6. WOOD TRUSS ALIGNED W/ SHEARWALL W/HGA10 CLIP AT 36" O.C.7.BOUNDARY NAILING, SEE PLAN8. ROOF SHEATHING, SEE PLAN9.2x4x8'-0" LONG AT 4'-0" O.C. W/ (2) 16 dNAILS AT EACH TRUSS10. 2x BLOCK AT EACH 2x4 BRACE W/ (4) 10dNAILS23461875311WOOD TRUSS AT WOOD STUD WALLNO SCALE910KEYNOTES:1. WOOD TRUSS, SEE PLAN2. ROOF SHEATHING, SEE PLAN3.STEEL BEAM, SEE PLAN4.BOUNDARY NAILING, SEE PLAN5. TRUSS BLOCKING BETWEEN EACH TRUSSW/ (1) A35 CLIP6. CONT SHAPED BLOCK W/ 16d NAILS AT 6"O.C.7. 2x NAILER PLATE W/ 5/8" DIAMETERTHREADED STUDS AT 24" O.C.312WOOD TRUSS AT STEEL BEAMNO SCALENOTE:A. COORDINATE ROOF VENTILATION1365427KEYNOTES:1. STEEL BEAM, SEE PLAN2.14" THICK STEEL CAP PLATE3.STEEL BEAM SHEAR PLATE, SEE TYPICALSHEAR PLATE CONNECTION DETAIL4.STEEL COLUMN, SEE PLAN121433313STEEL BEAM AT STEEL COLUMNNO SCALENOTES:A.SEE CORRESPONDING DETAILS FORADDITIONAL INFORMATIONKEYNOTES:1.STEEL BEAM, SEE PLAN2.14" THICK STEEL WEB STIFFENER, EACHSIDE OF BEAM3.34" THICK STEEL CAP PLATE W/ (2) 34"ØTHRU BOLTS4.STEEL COLUMN, SEE PLAN1243 BEAMGAGE 112"MINPERAISC3/163/163/16314STEEL BEAM AT STEEL COLUMNNO SCALENOTES:A.SEE CORRESPONDING DETAILS FORADDITIONAL INFORMATIONB.AT CONTRACTORS OPTION BEAM MAY BEWELDED TO CAP PLATE W/ 316" FILLETSEACH SIDE967PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SED JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432STRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECT 315STEEL JOIST AT STEEL BEAM NO SCALE23123/16TYP23/16 2KEYNOTES:1.STEEL BEAM, SEE PLAN2.STEEL JOIST, SEE PLAN3.STEEL DECK, SEE PLAN316STEEL ROOF DECKING AT MASONRY WALLNO SCALEKEYNOTES:1.WOOD TRUSS, SEE PLAN2.2x4 x 12'-0" LONG AT 4'-0" O.C. W/ (2) 16dNAILS AT EACH TRUSS3.ROOF SHEATHING, SEE PLAN4.STORE FRONT SYSTEM BY OTHERS5. WOOD GIRDER TRUSS W/ (2) H3 CLIPS ATBEARING WALLS, SEE PLAN6. WALL SHEATHING AS OCCURS, SEE PLAN7.EDGE NAILING, SEE SHEARWALLSCHEDULE8. 2x BLOCKING W/ LTP4 BETWEEN EACHJOIST9.WOOD JOIST, W/ H3 CLIP AND HANGERSEE PLAN10.BOUNDARY NAILING, SEE PLAN11.2x BLOCK AT EACH 2x4 BRACE W/ (4) 10dNAILS10123891057317WOOD TRUSS AT WOOD STUD WALLNO SCALENOTES:A.COORDINATE ROOF VENTILATIONB. FASCIA PER ARCHITECTURAL DETAILS546KEYNOTES:1.WOOD TRUSS, SEE PLAN2.2x4 x 12'-0" LONG AT 4'-0" O.C. W/ (2) 16dNAILS AT EACH TRUSS3. ROOF SHEATHING, SEE PLAN4.STORE FRONT SYSTEM BY OTHERS5.WOOD GIRDER TRUSS , SEE PLAN6. WALL SHEATHING AS OCCURS, SEE PLAN7.EDGE NAILING, SEE SHEARWALLSCHEDULE8. 2x BLOCKING W/ LTP4 BETWEEN EACHJOIST9. WOOD JOIST, W/ H3 CLIP AND HANGERSEE PLAN10.BOUNDARY NAILING, SEE PLAN11.CONT 2x PT PLATE W/ 58"Ø ANCHOR BOLTAT 24" O.C. W/ 5" MIN EMBEDMENT12.MASONRY WALL, SEE PLAN13. (4) HGA10 CLIPS FROM GIRDER TRUSS TOTOP OF WALL14.2x BLOCK AT EACH 2x4 BRACE W/ A35 CLIPAND (4) 10d NAILS1052389107318WOOD TRUSS AT MASONRY WALLNO SCALENOTES:A.COORDINATE ROOF VENTILATIONB. FASCIA PER ARCHITECTURAL DETAILS5611121311KEYNOTES:1. ROOF SHEATHING, SEE PLAN2. BOUNDARY NAILING, SEE PLAN3.WOOD TRUSS W/ CLIP, SEE PLAN4.(2) 2x BEARING PLATE W/ 58"Ø ANCHORBOLTS AT 32" O.C.5.MASONRY WALL, SEE PLAN6. TRUSS BLOCKING BETWEEN EACH TRUSSW/ (1) A35 CLIP7. SOFFIT FRAMING COORDINATE W/ ARCH8.WALL SHEATHING AS OCCURS, SEE PLAN9.EDGE NAILING, SEE SHEARWALLSCHEDULE10.(2) 2x BEARING PLATE W/ 58"Ø ANCHORBOLTS AT 32" O.C.11.2x BLOCKING BETWEEN TRUSSES AT 24"O.C.12.TRUSS LEDGER W/ 58"Ø x 8" LONG TITENHD ANCHORS AT 16" O.C.13.A35 CLIP AT EVERY OTHER TRUSS319WOOD TRUSS AT MASONRY WALLNO SCALENOTE:A. COORDINATE ROOF VENTILATIONB.FASCIA PER ARCHITECTURAL DETAILS123456710952211421KEYNOTES:1.BOUNDARY ATTACHMENT, SEE PLAN2.STEEL DECK, SEE PLAN3.STEEL JOIST, SEE PLAN4.MASONRY WALL, SEE PLAN5.CONT 16" DEEP (MIN) SOLID GROUTEDBOND BEAM AT JOIST ELEVATION W/ #5BARS CONTINUOUS TOP AND BOTTOM6.38"x6"x CONT STEEL PLATE W/ 58"Ø x 6" LONGHEADED STUDS AT 24" O.C.7.NON-SHRINK GROUT AS REQUIRED, 2" MAX53 36712KEYNOTES:1. ROOF SHEATHING, SEE PLAN2.BOUNDARY NAILING, SEE PLAN3.WOOD TRUSS, SEE PLAN W/ HANGER ASREQUIRED PER TRUSS MANUFACTURER4.(2) 2x BEARING PLATE W/ 58"Ø ANCHORBOLTS AT 32" O.C.5.MASONRY WALL, SEE PLAN6. TRUSS BLOCKING BETWEEN EACH TRUSSW/ (1) A35 CLIP7.WOOD TRUSS, SEE PLAN8.OVERBUILD 2x FRAMING W/ HANGER, SEEPLAN9.(2) 2x BEARING PLATE W/ 58"Ø ANCHORBOLTS AT 32" O.C.10. A35 CLIP AT EVERY OTHER TRUSS11. 2x4 x 8'-0" LONG AT 4'-0" O.C. W/ (2) 16dNAILS AT EACH TRUSS12. WOOD GIRDER TRUSS , SEE PLAN12345679320WOOD TRUSS AT MASONRY WALLNO SCALE218322STEEL JOIST AT MASONRY WALLNO SCALEKEYNOTES:1. SEE "TYPICAL STEEL ANGLE ATMASONRY WALL" DETAIL FOR MOREINFORMATION2.BOUNDARY ATTACHMENT, SEE PLAN3.STEEL DECK, SEE PLAN4.STEEL JOIST, SEE PLAN5.MASONRY WALL, SEE PLAN6. 16" DEEP BOND BEAM W/ (2) #5 BARSCONTINUOUS7.CONT 3x12 PT LEDGER W/ (2) 34"x812"TITEN HD ANCHORS AT 24" O.C.8.WOOD TRUSS, SEE PLAN9.LTT20B TIE AT 6'-0" O.C. W/ 34" x 6" LONGTITEN HD ANCHORS TO WALL10.2x PT BLOCK BETWEEN EACH TRUSS W/(2) 12"x6" TITEN HD ANCHORS TOMASONRY WALL11.BOUNDARY NAILING, SEE PLAN12.ROOF SHEATHING, SEE PLAN56.1234789121011452631KEYNOTES:1.BOUNDARY NAILING, SEE PLAN2.ROOF SHEATHING, SEE PLAN3. 2x4 AT 4'-0" O.C. W/ (2) 16d NAILS AT EACHTRUSS4.WOOD GIRDER TRUSS, SEE PLAN5. WOOD JOIST W/ HANGER, SEE PLAN6. WOOD TRUSS, SEE PLAN321WOOD JOIST AT WOOD GIRDER TRUSS NO SCALEKEYNOTES:1. SEE "TYPICAL STEEL ANGLE ATMASONRY WALL" DETAIL FOR MOREINFORMATION2. BOUNDARY ATTACHMENT, SEE PLAN3. STEEL DECK, SEE PLAN4.STEEL JOIST, SEE PLAN5.MASONRY WALL, SEE PLAN6. 16" DEEP BOND BEAM W/ #5 BARSCONTINUOUS TOP AND BOTTOM7.38"x6"x0'-10" BEARING PLATE W/ (2) 58"Ø x6" LONG HEADED STUDS8.NON-SHRINK GROUT, ADJUST HEIGHTAS REQUIRED (2" MAX)9. 24" DEEP BOND BEAM W/ (3) #5 BARSCONTINUOUS TOP112"TYP3"3"323STEEL JOIST AT MASONRY WALL NO SCALE156.3/16223/163/16317459 28326WOOD TRUSS AT MASONRY WALLNO SCALEKEYNOTES:1.STRAP PER PLAN2.PROVIDE (4) 16d NAILS AT BLOCK3.CONT 2x6 PT LEDGER W/ (1) 12"x6" TITENHD ANCHOR AT 24" O.C.4.LTT20B TIE AT 6'-0" O.C. W/ 34" x 6" LONGTITEN HD ANCHORS TO WALL5.MASONRY WALL, SEE PLAN6. 16" DEEP BOND BEAM W/ (2) #5 BARSCONTINUOUS7.CONT 3x12 PT LEDGER W/ (2) 34"x812"TITEN HD ANCHORS AT 24" O.C.8.WOOD TRUSS, SEE PLAN9.LTT20B TIE AT 6'-0" O.C. W/ 34" x 6" LONGTITEN HD ANCHORS TO WALL10.2x PT BLOCK BETWEEN EACH TRUSS W/(2) 12"x6" TITEN HD ANCHORS TOMASONRY WALL11.BOUNDARY NAILING, SEE PLAN12.ROOF SHEATHING, SEE PLAN13.2x BLOCKING TO RECEIVE TIE ANDSTRAP56.78912101143324STEEL JOIST AT MASONRY WALLNO SCALEKEYNOTES:1.SEE "TYPICAL STEEL ANGLE ATMASONRY WALL" DETAIL FOR MOREINFORMATION2. BOUNDARY ATTACHMENT, SEE PLAN3. STEEL DECK, SEE PLAN4. STEEL JOIST, SEE PLAN5. MASONRY WALL, SEE PLAN6. 16" DEEP BOND BEAM W/ (2) #5 BARSCONTINUOUS7.CONT 3x12 PT LEDGER W/ (2) 34"x812"TITEN HD ANCHORS AT 24" O.C.8.WOOD TRUSS, SEE PLAN9.LTT20B TIE AT 6'-0" O.C. W/ 34" x 6" LONGTITEN HD ANCHORS TO WALL10.2x PT BLOCK BETWEEN EACH TRUSS W/(2) 12"x6" TITEN HD ANCHORS TOMASONRY WALL11.BOUNDARY NAILING, SEE PLAN12.ROOF SHEATHING, SEE PLAN13.12"x6"x0'-10" BEARING PLATE W/ (2) 58"Ø x6" LONG HEADED STUDS14.NON-SHRINK GROUT, ADJUST HEIGHTAS REQUIRED (1" MIN - 4" MAX)15. 24" DEEP BOND BEAM W/ (3) #5 BARSCONTINUOUS TOP56.7891210113/16223/163/1631134214112"TYP3"3"325WOOD JOIST AT MASONRY WALL NO SCALEKEYNOTES:1.MASONRY WALL, SEE PLAN2.CONT PT 3x12 LEDGER W/ (2) 34"Ø x 812"LONG TITEN HD ANCHORS AT 24" O.C.3.LTT20B HOLDOWN AT 4'-0" O.C. W/ 34" x 812"LONG TITEN HD ANCHOR TO WALL4.WOOD JOIST W/ HANGER, SEE PLAN5. PROVIDE WEB STIFFENER FOR HOLDOWNATTACHMENT, INSTALL PER MFR6. ROOF SHEATHING, SEE PLAN7.BOUNDARY NAILING, SEE PLAN8. 16" DEEP BOND BEAM W/ #5 BARSCONTINUOUS TOP AND BOTTOM9.SEE "TYPICAL STEEL ANGLE AT MASONRYWALL" DETAIL FOR MORE INFORMATION10. BOUNDARY ATTACHMENT, SEE PLAN11.STEEL DECK, SEE PLAN12.STEEL JOIST, SEE PLANNOTE:A.SEE "TYPICAL PARAPET WALL" DETAILFOR PARAPET INFORMATION1234567889101112111234106.121311131410121126.146.15 PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-4325411 451286731KEYNOTES:1. BOUNDARY NAILING, SEE PLAN2. ROOF SHEATHING, SEE PLAN3.2x4 AT 4'-0" O.C. W/ (2) 16d NAILS AT EACHTRUSS/LEDGER4.WOOD GIRDER TRUSS, SEE PLAN5.2x BLOCKING BETWEEN EACH TRUSS W/(3) 16d NAILS AT EACH BLOCK6.WOOD TRUSS W/ HANGER, SEE PLAN7. WOOD TRUSS, SEE PLAN8. OVERBUILD 2x FRAMING W/ HANGER, SEEPLAN9.CONT 2x LEDGER W/ (3) 16d NAILS AT EACHTRUSS MEMBER328WOOD TRUSS AT WOOD GIRDER TRUSS NO SCALEKEYNOTES:1.ROOF SHEATHING, SEE PLAN2.BOUNDARY NAILING, SEE PLAN3. WOOD TRUSS, SEE PLAN4.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL5. WOOD STUD WALL, SEE PLAN6. TRUSS BLOCKING BETWEEN EACH TRUSSW/ (1) A35 CLIP7.SOFFIT FRAMING TO COORDINATE W/ARCH8. WALL SHEATHING AS OCCURS, SEE PLAN9.EDGE NAILING, SEE SHEARWALLSCHEDULE10. WOOD TRUSS, SEE PLAN11.OVERBUILD 2x FRAMING W/ HANGER, SEEPLAN12.WOOD GIRDER TRUSS , SEE PLAN13.2x4 x 8'-0" LONG AT 4'-0" O.C. W/ (2) 16dNAILS AT EACH TRUSS327WOOD TRUSS AT WOOD STUD WALLNO SCALE12345689999102111NOTE:A.COORDINATE ROOF VENTILATION1213329WOOD TRUSS AT MASONRY WALLNO SCALEKEYNOTES:1.STRAP PER PLAN2.PROVIDE (4) 16d NAILS AT BLOCK3.CONT 2x6 PT LEDGER W/ (1) 12"x6" TITENHD ANCHOR AT 24" O.C.4.LTT20B TIE AT 6'-0" O.C. W/ 34" x 6" LONGTITEN HD ANCHORS TO WALL5.MASONRY WALL, SEE PLAN6.16" DEEP BOND BEAM W/ (2) #5 BARSCONTINUOUS7.CONT 3x12 PT LEDGER W/ (2) 34"x812"TITEN HD ANCHORS AT 24" O.C.8.WOOD TRUSS, SEE PLAN9.LTT20B TIE AT 6'-0" O.C. W/ 34" x 6" LONGTITEN HD ANCHORS TO WALL10.2x PT BLOCK BETWEEN EACH TRUSS W/(2) 12"x6" TITEN HD ANCHORS TOMASONRY WALL11.BOUNDARY NAILING, SEE PLAN12.ROOF SHEATHING, SEE PLAN13.2x BLOCKING TO RECEIVE TIE ANDSTRAP56.789121011111234106.12136.326330STEEL BEAM AT STEEL COLUMN NO SCALEKEYNOTES:1. STEEL BEAM, SEE PLAN2.STEEL COLUMN, SEE PLAN3. STEEL BEAM SHEAR PLATE, SEE TYPICALSHEAR PLATE CONNECTION DETAIL123331STEEL BEAM AT MASONRY WALL NO SCALEKEYNOTES:1.12" THICK STEEL EMBED PLATE W/ (6) 58"Øx 6" LONG TITEN HD2.STEEL BEAM SHEAR PLATE, SEE TYPICALSHEAR PLATE CONNECTION DETAIL3.STEEL BEAM, SEE PLAN4.MASONRY WALL, SEE PLAN2143112" TYP 1'-2"8"512"332NON-BEARING MASONRY WALL AT STEEL DECK NO SCALE1322KEYNOTES:1.MASONRY WALL, SEE PLAN2.CONT L6x3x10 GAGE ANGLE (OR BENTPLATE) W/ #10 SCREWS AT 6" O.C. INTOSTEEL DECK3.STEEL DECK, SEE PLAN4. COMPRESSIBLE MATERIAL BETWEENDECK AND TOP OF MASONRY WALL42" MIN KEYNOTES:1. WOOD TRUSS, SEE PLAN2.LSTA18 STRAP AT EVERY FOURTH TRUSS3.BOUNDARY NAILING, SEE PLAN4. ROOF SHEATHING, SEE PLAN5.2x BLOCKING BETWEEN EVERY OTHERTRUSS431333WOOD TRUSS AT WOOD TRUSS NO SCALE32155334CANOPY AT MASONRY WALL NO SCALENOTE:A. MITER CUT PERIMETER BEAMS AND WELDTOGETHER W/ 516" FILLET (MIN)TYP3/16KEYNOTES:1.MASONRY WALL, SEE PLAN2. #3 CLEVIS3. 1" THICK STEEL PLATE4.1"Ø A36 ROD, SEE PLAN5. STEEL DECKING, SEE ARCH6.PERIMETER L2x2x316 ANGLE7.C15x40 BEAM8. C8x18.75 BEAM9.CONT C15x40 LEDGER W/ (2) 34"Ø x 6" TITEN HDANCHOR AT EACH DIAGONAL ROD LOCATIONAND AT 32" O.C. MAX REMAINDER10.12" x 16" x 1'-4" STEEL PLATE EACH SIDE OFWALL W/ (2) 58"Ø THROUGH BOLTS11.CONT C15x40 LEDGER W/ (2) 34"Ø x 6" TITEN HDANCHOR AT EACH END AND AT 32" O.C. MAXREMAINDER13/16TYP2-123/16 2-125/165/16R2" R2"4"5"2342357961064"8"4"85778SEE ARCH PLANSLOPE1/4" PER FOOT863/162-123/16 2-12ASECTIONA335CANOPY AT WOOD STUD WALL NO SCALENOTE:A. MITER CUT PERIMETER BEAMS AND WELDTOGETHER W/ 516" FILLET (MIN)TYP3/16KEYNOTES:1. WOOD STUD WALL, SEE PLAN2. #3 CLEVIS3.1" THICK STEEL PLATE4.1"Ø A36 ROD, SEE PLAN5. STEEL DECKING, SEE ARCH6.PERIMETER L2x2x316 ANGLE7. C15x40 BEAM8. C8x18.75 BEAM9.CONT C15x40 LEDGER W/ (2) 34"Ø LAGSCREWS W/ 5" MINIMUM EMBEDMENT ATEACH DIAGONAL ROD LOCATION AND AT32" O.C. MAX REMAINDER10.12" x 16" x 1'-4" STEEL PLATE EACH SIDE OFWALL W/ (2) 58"Ø THROUGH BOLTS11.CONT C15x40 LEDGER W/ (2) 34"Ø x 6"TITEN HD ANCHOR AT EACH END AND AT32" O.C. MAX REMAINDER12.6x16 SOLID BLOCKING BETWEEN EACHSTUD W/ HGA10KT TOP AND BOTTOM ONEACH SIDE13. CONT 2x BOTTOM PLATE, ATTACH PERSHEARWALL SCHEDULE14.FLOOR SHEATHING, SEE PLAN15.BOUNDARY NAILING, SEE PLAN16.EDGE NAILING, SEE SHEARWALLSCHEDULE17. WALL SHEATHING AS OCCURS, SEE PLAN18.CONT RIM BOARD19.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL20. HGA10KT EACH SIDE OF STUD NEARESTROD BRACE173/16TYP2-123/16 2-125/165/16R2" R2"4"5"2342357961064"8"4"85778SEE ARCH PLANSLOPE1/4" PER FOOT863/162-123/16 2-12ASECTIONA121916161518131416112KEYNOTES:1.STEEL JOIST, SEE PLAN2. STEEL ANGLE PER PLAN, COPE VERTICAL LEGAT SUPPORTS3.MASONRY WALL, SEE PLAN4. WIDE FLANGE BEAM PER PLAN, ATTACH TOANGLE WITH TYPICAL SHEAR PLATE5.STANDARD PIPE COLUMN PER PLAN, TYP (6)LOCATIONS6. W8x15 BEAM7.COOLING TOWER, SEE PLAN8. 3/8" WEB STIFFENER EACH SIDE OF BEAM9. STEEL BEAM SHEAR PLATE, SEE TYPICALSHEAR PLATE CONNECTION DETAIL10.FULL HEIGHT STEEL SHEAR PLATE, SEETYPICAL SHEAR PLATE CONNECTION DETAIL11. CONT STEEL PLATE, SEE CORRESPONDINGDETAIL11VERIFY W/ MECH TYP5/16336COOLING TOWER FRAMING AT STEEL JOIST NO SCALE622667665344SECTIONAATYP5/16556689423/163/162'-0" MAXCOOLING TOWER SUPPORT FRAMECOOLING TOWER SUPPORT AT ROOF LEVEL101120PROFESSIO N A L ENGI N E ERS TATE O F ID AHOA 3/7/22 14134 D VID B .P O RTERLIC E N SEDSTRUCTURAL ENGINEERINGMECHANICAL ENGINEERINGELECTRICAL ENGINEERINGLANDSCAPE ARCHITECTJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITEDPROJECT MANAGER: CAD OPERATOR:JOB NO.:Structural EngineeringThis drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.fax: 208.227.84051020 E. Lincoln RoadIdaho Falls, ID 83401phone: 208.227.8404contact@frost-structural.comDMLDBPIF21-432 MECHANICAL FLOOR PLAN -CAFETERIA AND GYMNASIUMM1.1 1B 1CT FAV ON ROOF 5CP MAIN ELECTRICAL PANELS2B 1CP 2CP 1HX 3CP P-22 P-21 SR-1400 SR-1400 SR-1400 SR-1400 SR-1360 S 18x10 SACD-5400 CD-5400 S HP-1 S HP-5A & 5BRG-7 RG-7 2KH 1EF RG-7RG-7 3EF CD-5200 CD-5200RG-924x12 SA 24x12 RA 24x12 SA 18"Ø SA 18"Ø SA CD-1350 CD-3130 CD-1350 CD-1270 CD-1350 CD-1350 RG-2 S HP-2 S HP-3 1 REFER TO SHEET M2.2 FOR CONTINUATION OF DUCTWORK INMECHANICAL ACCESS AREA. REFER TO SHEET M2.1 FOR CONTINUATION OF DUCTWORK INMEZZANINE MECHANICAL ROOM. INSTALL EXHAUST FAN ON ROOF CURB. INTERLOCK FAN WITHCORRESPONDING OUTSIDE AIR UNIT. SEE DETAIL F/M3.2 MOUNT ROOM SENSOR ON WALL. PROVIDE WIRE GUARD OVERSENSOR. CONNECT SENSOR TO (2) CORRESPONDING UNITS ONMEZZANINE LEVEL. PROVIDE AND INSTALL VAPOR TYPE HOOD OVER DISHWASHERAS SPECIFIED. RISE 12x12 EXHAUST DUCT THRU ROOF ANDCONNECT TO ROOF MOUNTED EXHAUST FAN. REFER TO LARGESCALE MEZZANINE PLAN ON SHEET M2.1 FOR CONTINUATION OFDUCTWORK. REFER TO DETAIL N/M3.2 TYPICAL INSTALLATION. CONNECT (2) 6"Ø EXHAUST DUCTS TO SINGLE 10"Ø EXHAUSTDUCT UP THRU ROOF. SEE SHEET M2.1 FOR CONTINUATION. RISE 10"Ø RIGID DUCT UP THRU MEZZANINE FLOOR ABOVE ANDCONNECT TO BOTTOM OF TRUNK DUCT IN MECHANICAL ROOMABOVE. REFER TO LARGE SCALE PLAN ON SHEET M2.1 FORCONTINUATION. DIFFUSER TO HAVE OPPOSED BLADE DAMPER. MOUNT RETURN AIR GRILLE ABOVE MEZZANINE MECHANICALROOM FLOOR. (KEEP GRILLE AS LOW AS POSSIBLE.)COORDINATE WITH STRUCTURE FOR ACTUAL LOCATION OFGRILLE. CONNECT TO CORRESPONDING HEAT PUMP WITH 18x16DUCT. REFER TO LARGE SCALE PLAN ON SHEET M2.1 FOREQUIPMENT IN MEZZANINE MECHANICAL ROOM. MOUNT RETURN AIR GRILLE ABOVE MECHANICAL WALKWAYFLOOR. (KEEP GRILLE AS LOW AS POSSIBLE.) GRILLE TO HAVE 3HOUR FIRE DAMPER. CONNECT TO CORRESPONDING HEAT PUMPWITH 18x16 DUCT. REFER TO LARGE SCALE PLAN ON SHEET M2.2FOR EQUIPMENT IN MEZZANINE MECHANICAL ROOM. MOUNT OUTDOOR MINI-SPLIT UNIT ON ROOF OF GYMNASIUM.UNIT TO BE 10'-0" MIN. FROM ROOF EDGE. COORDINATE WITHROOF MOUNTED EXHAUST FAN. SET UNIT ON PYRAMID TYPESUPPORTS. REFER TO DETAIL E/M1.1 FOR TYPICAL INSTALLATIONAND PIPING CONNECTIONS. DROP REFRIGERANT PIPING DOWN THRU ROOF WITH 4"Ø CPVCGOOSENECK. RUN PIPING THRU JOIST SPACE AS SHOWN ANDDROP DOWN TO MEZZANINE WALKWAY ABOVE DOORS. REFERTO DETAIL D/M1.1 FOR PIPING THRU ROOF AND TO SHEET M2.2FOR CONTINUATION OF REFRIGERANT LINES TO INDOOR UNIT. 2 3 4 CD-290 HD RG-4 12x8 SR-1400 SR-1400 SR-1400 SR-1360 18"Ø SA 18"Ø SA 18"Ø SA 18"Ø SA 18"Ø SA ON ROOF ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates MECHANICAL FLOOR PLAN - CAFETERIA AND GYMNASIUM CAFETERIA 144 OFFICE 148 SERVING 145 DISHWASH 146 KITCHEN 147 GYMANSIUM 155 CUST. 151 DRY STOR 149 MECH 152 TOILET 150 STORAGE 153 NORTHSCALE: 1/8" = 1' - 0" SHT M1.2 SHT M1.1 MATCH LINE SHT M1.2 SHT M1.1 MATCH LINE NORTH KEY PLAN NO SCALE PLAN NOTES: A NO SCALEBNO SCALE CNO SCALE 4CP REFER TO LARGE SCALE PLANON SHEET M2.1 FOR PIPINGAND EQUIPMENT IN THIS AREA. REFER TO LARGE SCALE UPPERMECHANICAL ROOM PLAN ONSHEET M2.1 FOR PIPING ANDEQUIPMENT IN THIS AREA. 4"Ø DRYER VENT THRU WALLCOORDINATE ELEVATION WITHOWNER SUPPLIED WASHER-DRYERCOMBO UNIT. SEE DETAIL D/M3.2 OVERFLOW 159 PARTITION 154 PARTITION 158 VESTIBULE 157 CORR 156 SHEET M1.1 SHEET M1.2 SHEET M1.4SHEET M1.3ALT. #2ALT. #1S HP-6A & 6B7EF ER-2 AT ROOF DECK 3 SR-1360 18"Ø SA 18"Ø SA 18"Ø SA 18"Ø SA REFER TO SHEET M2.5 FORCONTINUATION OR HYDRONIC PIPING RG-7 WITH FIREDAMPER RG-7 ON ROOF 4 INTERLOCK WITH 2OA 4 1 1 11 2 6EF ER-2 AT ROOF DECK 3 ON ROOF INTERLOCK WITH 1OA INTERLOCK WITH 1OA ER-2 AT ROOF DECK 5EF ON ROOF 3 2 222 18"Ø SA 4EF HD 5 HD HD HD HD HD 8"Ø TYP. 10"Ø 8"Ø 2HP-4A & 4BCD-2200 6 6 SR-1400 SR-1400 SR-1400 SR-1400 SR-1360 SR-1400 SR-1400 SR-1400 SR-1400 SR-1400 SR-1400 SR-1400 SR-1400 SR-1360 SR-1400 SR-1400 SR-1400 SR-1400 SR-1360 SR-1400 2 2 7 7 7 7 2 HD CD-290 DUCT CONNECTION DETAILDUCT CONSTRUCTION DETAILS L AIRFLOWAIR BRANCH DUCT (TYPICAL) USE DAMPER WHEN INDICATED ON FLOOR PLAN NOTE: L=1/4 W (4" MINIMUM)MAIN AIR DUCT 45° W REINFORCING MENDED GAGE 24 26 DRIVE RECOM- SLIP 19 - 30 13 - 18 UP THRU 12 LONGEST INCHES SIDE, DIMENSION NONE REQUIRED26 NONE REQUIRED 1"x1"x1/8" @ 60 IN24 24 (ALL FOUR SIDES) OF GAGE METAL SHEET BETWEEN INTERMEDIATE REINFORCING JOINTS &/OR TRANSVERSE ANGLE SIZE SPACING LONGITUDINAL AND MAXIMUM 2"2" 26 MAX. 12" OC 24 24- S SLIP RECOM- MENDED GAGE HEMMED 1" TRANSVERSE REINFORCING (1) MINIMUM AT JOINTS (1) TRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED. GRIP NAILS SHALL BE INSTALLED BY GRIPNAIL AIR HAMMER OR BY AUTOMATIC FASTENER EQUIP. METAL FASTENERS - OMARK INSULPINS, DURO DYNE FASTENERS OR GRIPNAILS. STRAPS TO BE TIGHT AGAINST DUCTWORK HANG DUCTS UP TO 30" WIDTH WITH 1" x 18 GAGE STRAPS AT 10'-0" MAXIMUM SPACING. SELF-TAPPING CADMIUM PLATED HEX HEAD SHEET METAL SCREW NO POP RIVETS ALLOWED HANGER STRAPS SHEET METAL DUCT NOT MORE THAN 2" FROM EDGE OF LINER ALL ENDS OF LINER TO BE COATED WITH ADHESIVE. SEE SPECIFICATIONS. 1" THICK DUCT LINER TOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE SIDES ENDS OF LINER SHALL BE BUTTED FIRMLY TOGETHER LINER TO BE ADHERED TO DUCT W/100% ADHESIVE SEE SPECIFICATIONS. DUCT SUPPORT 1" ACOUSTICAL DUCT LINER ON INTERIOR OF DUCT.24" MAX TO FIRST SUPPORT RIGID SPIN- IN FITTING HAND DAMPER HANDLE RIGID DUCT. WING NUT RECTANGULAR SUPPLY DUCT GLUE FLEX DUCT TO FITTING, CLAMP DOWN WITH STRAP AND SCREW SOLID TO RIGID FITTING ATTACH TO RIGID DUCT WITH DRAW BAND OPPOSED BLADE DAMPER WHERE SPECIFIED LAY-IN DIFFUSER LAY-IN CEILING ROUND TO SQUARE TRANSITION GLUE FLEX DUCT TO ADAPTER & CLAMP DOWN WITH STRAP. ROUND FLEXIBLE SUPPLY DUCT TO CEILING DIFFUSER 8'-0" MAX. LENGTH 24" MAX TO FIRST SUPPORT DUCT SUPPORT EXTERNAL DUCT INSULATION ON ALL ROUND RIGID DUCT- WORK AND FITTINGS. CEILING DIFFUSER DETAIL WITH FLEXIBLE DUCT ROUND 6" 6" 6" 88 88 4 9 9 WITH FIREDAMPER 8 9 5 5 FUTURE KITCHEN HOOD AND EQUIPMENT. COOLING TOWER SUMP 1BFC SEE SHEET M2.2FOR CONTINUATION 10 11 11 NO SCALEEFAN COIL & REFRIGERANT PIPING DETAIL NO SCALED REFRIGERANT PIPING THRU ROOF DETAIL CAULK NON-HARDENING COLLAR STORM FLASHING 4" MIN.2'-0"AND SEAL WATERTIGHT FLASH ONTO ROOF REFRIGERANT PIPING TODX COOLING COIL REFRIGERANT PIPING TOCONDENSING UNIT GALVANIZED METAL VENTTHRU ROOF WITHGOOSENECK. FC1A FC1B WALL MOUNT DIGITALCONTROLLER ROOF TYP. ROOF JOIST CONCEAL CONTROLWIRING IN WALL. PROVIDE SUPPORT AT ROOFPENETRATION SEAL ROOFPENETRATIONWEATHER TIGHT. MOUNT OUTDOORUNIT ON PYRAMIDSUPPORTS RISE REFRIGERANT ANDCONDENSATE PIPING UPTHRU ROOF. REFER TOSPLIT A/C UNIT SCHEDULEFOR LINE SIZES. 3/4" CD PROVIDE CONDENSATE PUMP WITH UNIT AND PIPE DRAIN LINE UP THRU ROOF. NOTE:PRE-CHARGE LINE SETS ARE AVAILABLE INLENGTHS OF 16, 20, 32 AND 49 FEET. LENGTHSARE TO BE KEPT AS SHORT AS POSSIBLE.COILING OF LINES THAT ARE TOO LONG WILLNOT BE ACCEPTABLE AND WILL BE REPLACEDAT CONTRACTOR'S EXPENSE. 10 11 MECHANICAL FLOO RPLAN -ADMINISTRATION AND CLASSROOMSM1.2HDHDHDHD18x 1 2 S A SRG - 1 HD18x12 SA18x12 SAS RG-1 S RG-1 HD HD HDHD18x 1 4 S ARG-1S S RG-1 HD HD HD HD 18x12 SA HD HDHD HDHD HDHD CD-1300 TYP. 10"Ø CD-1300 CD-1300CD-1300 1 2 2 18x12 RA 18x12 RA 18x12 RA18x12 RACD-1300 CD-1300 CD-1300 CD-1300 TYP. 10"Ø CD-1300 CD-1300 CD-1300 CD-1300 1 1 1 TYP. 10"Ø TYP. 10"Ø 2 CD-1300 CD-1300 CD-1300 CD-1300 18x12 RA 2 CD-1300 CD-1300 CD-1300 CD-1300 TYP. 10"Ø 1 SCD-1225 CD-1225 CD-1225 CD-1225 CD-1225 CD-1225 18x14 SA HD HD HD HD HD HD HD HD 17EF CD-2100CD-2100 HD HD CD-1260 CD-1200 RG-4 RG-4 CD-1300 12x12 SA 12x12 RA S RG-1 HD HD HD 18x14 RA 2 CD-1400 CD-1400 CD-1300 TYP. 10"Ø 1 CD-1400 CD-2100 SRG-1 HD HD HD 18x14 RA 2 CD-1400 CD-1400 CD-1300 TYP. 10"Ø 1 HD CD-1400 CD-2100 ER-1150 ER-1150 ER-1150 ER-1150 CD-2170 CD-2170 HDCD-1260 RG-4 CD-2100 CD-2100 12EF13EF 18x14 SA18x14 SA (BID ALT. #2)HD 10EF 9EF 12x12 SA 15EF SG-1 SG-1SG-1 1 S RG-4 RG-5 1 12x12 RA 12x12 SA 1 12x12 SA 11EF CD-1450 1 CD-1300 CD-1300 HP-9 HP-8HP-11 HP-12 HP-13HP-14 HP-15 HP-16 HP-17 HP-18HP-19HP-20HP-21HP-22 S S S RG-5 CD-1300 RG-4 CD-2100 CD-4100 18x10 RA HD CD-1225 12x12 RA RG-4 RG-4 S HD CD-1225HDCD-1300 CD-4150 CD-4150 CD-4150 CD-4150 SHP-10 RG-5 18x10 RA 1 1 1 10x6 EA 10x6 EA 8"Ø8"Ø 8"Ø HD HDHDHD 3 3 RG-4250 RG-42504 4 10x6 EA 3 16x10 SA 10"Ø 2 24x12 RA RG-4250 4 RG-42504 RG-4250 4 RG-42504RG-4250RG - 42503 10"Ø TYP. 10"Ø 8"Ø 1EH 3EH ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates CLASSROOM 129 CLASSROOM 130 CLASSROOM 135 CLASSROOM 137 CLASSROOM #1 139 VEST. 134 CORRIDOR 138 CUST. 186 TLT. 187 ACCESS 188 STEAM ROOM 184 CORRIDOR 128 CORRIDOR 182 WAIT 181 CONFERENCE 179 PRINCIPAL 178 RECEPTION 180 TLT 177 WORK ROOM 176 SUSPENSION 175 HALL 172 CORRIDOR 165VEST. 143 TESTING 142 TESTING 141 GIRLS 169 BOYS 167 STORAGE 166 MEN 171 WOMEN 170 BREAK ROOM 173 KINDERGARTEN 164 TLT 162 TLT 163 KINDERGARTEN 161 VEST. 160 CORRIDOR 140 WORK ROOM 189 NORTH MECHANICAL FLOOR PLAN - ADMINISTRATION AND CLASSROOMS SCALE: 1/8" = 1' - 0" SHT M1.2 SHT M1.4 MATCH LINE MATCH LINE SHT M1.1 SHT M1.2 MATCH LINE PLAN NOTES: CORRI D O R 136 NORTH KEY PLAN NO SCALE SHEET M1.1 SHEET M1.2 SHEET M1.4SHEE T M 1 . 3ALT. #2ALT. #1 18x10 SA CD-1330 CD-1330 HD HD RG-5 18EF S HP-23 1 10"ØSHT M1.2 SHT M1.3 4 STOR 133 STOR 132 STOR 131 4 RG-4150 STORAGE 185 CONF 183 16EF 8"Ø RG-2 18x14 SA 1 SEE MECHANICAL ACCESS FLOOR PLAN - SHEET M2.2 FORCONTINUATION OF DUCTWORK. MOUNT RETURN AIR GRILLE AT 6" ABOVE FLOOR. RISE RETURNDUCT UP IN CHASE. SEE MECHANICAL ACCESS FLOOR PLAN -SHEET M2.2 FOR CONTINUATION OF DUCTWORK. RISE 6"Ø EXHAUST DUCT UP TO ROOF CAP. REFER TO SHEETM2.2 FOR CONTINUATION. SEE DETAIL G/M3.2. INSTALL RELIEF AIR GRILLE IN CEILING. REFER TO MECHANICALACCESS PLAN - SHEET M2.2 FOR CONNECTION TO RELIEF AIRDUCTWORK. PROVIDE MANUAL BALANCING DAMPER IN DUCTAND BALANCE TO CFM AS SHOWN. RISE (4) 8"Ø BRANCH DUCTS UP THRU MEZZANINE FLOOR ANDCONNECT TO BOTTOM OF TRUNK DUCT ABOVE. PROVIDEMANUAL BALANCING DAMPER IN EACH DUCT ABOVE CORRIDORCEILING. REFER TO SHEET M2.2 FOR DUCTWORK ABOVE. PLACE ELECTRIC HEATER IN VESTIBULE AS SHOWN. LOCATIONMAY VARY IF BID ALTERNATE #2 IS ACCEPTED OR NOT. RISE 8" RIGID BRANCH DUCT UP THRU FLOOR ABOVE. SEESHEET M2.2 FOR CONTINUATION. 2 3 4 5 SHT M1.4 MATCH LINESHT M1.3 SHT M1.1 SHT M1.2 MATCH LINE 10"Ø 10"Ø 1 HD HD 10"Ø 10"Ø HD HD HD 8"Ø 8"Ø 18x10 RA STOR 174 BID ALT #2 BASE BID BID ALT #2BASE BIDBID ALT #2BASE BIDBID ALT #2BASE BID12x12 SA 12x12 RA S TOILET RM 168 RG-9 5 2EH 6 6 18x14 SA18x14 SA18x14 SA1 HD HD S RG-1 HD HDHD 18x14 RA 2 CD-1400 CD-1400 CD-1300 TYP. 10"Ø CD-1400 CD-2100 HD 8EF SG-1 HP-7 10x6 EA RG-4250 4 TLT BA8 (BID ALT #2) 18x14 RA (BID ALT. #2) 18x14 SA (BID ALT. #2)SEE PARTIAL FLOOR PLANABOVE FOR CONTINUATION18x14 RA (BID ALT. #2) 18x14 SA (BID ALT. #2)SEE FLOOR PLAN BELOWFOR CONTINUATIONHD 8"Ø KINDERGARTEN BA7 RG-7 LOW ASPOSSIBLE HD CD-250 3 4 3 7 77 7 7 7 2EH MECHANICAL FLOOR PLAN -NORTHWEST CLASSROOM WINGM1.3 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates CLASSROOM 127 CORRIDOR 120 CLASSROOM 126 CLASSROOM 125 CLASSROOM BA6 CLASSROOM BA4 CLASSROOM BA2 CLASSROOM BA1 CLASSROOM 123 CLASSROOM 122 CORRIDOR 124 VEST. BA3 BOYS 190 GIRLS 192 NORTH MECHANICAL FLOOR PLAN - NORTHWEST CLASSROOM WING SCALE: 1/8" = 1' - 0" NORTH KEY PLAN NO SCALE SHEET M1.1 SHEET M1.2 SHEET M1.4SHEET M1.3ALT. #2ALT. #1HDHD HDHD18x12 SARG-1S S RG-1 HD HD HD HD 18x12 SA CD-1300 CD-1300 CD-1300 CD-1300 CD-1300 CD-1300CD-1300 CD-1300 ER-1150 ER-1150 ER-1150 ER-1150 CD-2200 CD-2200TYP. 10"Ø TYP. 10"Ø 1 1 2 18x12 RA HP-25 HP-26RG-42504 RG-4250 SHT M1.4SHT M1.3MATCH LINESHT M1.2 SHT M1.3 MATCH LINE SRG-1S 118x12 RAHP-27RG-425018x12 SAHDHDHD HD2 RG-4250HP-33RG-118x12 SAS RG-1 HD HD HD HD CD-1300 CD-1300 CD-1300 TYP. 10"Ø 1 2 18x12 RA HP-34 RG-4250 4 CD-1300 SRG-118x12 RA HP-3018x12 SAHDHDHD HDCD-1300RG-42502 1 SRG-1SRG-118x12 RA HD18x 1 2 S A TYP. 10"Ø HDCD-1300HDHD CD-1300 CD-1300 CD-1300 CD-1300 TYP. 10"Ø SA HP-2921 CD-1300 CD-1300 CD-1300 RG-425018x12 SA 18x12 SAHD HD18x12 SAHDHDHD18x12 SARG-4250HP-28 2 18x12 RA 1 18x12 SAHDHD HDHD18x12 SA CD-1300 CD-1300 CD-1300 CD-1300RG-1S HP-31RG-42501 2 18x12 RA CD-1300 CD-1300 CD-1300 CD-1300 TYP. 10"Ø TYP. 10"ØHD18x12 SATYP. 10"Ø HDHDHD CD-1250 RG-425018x 1 2 S A HD HD HD HDCD-1300 CD-1300 CD-1300 CD-1300 TYP. 10"Ø SA S RG-1 18x12 RA HP-322 1 CD-1300 CD-1300 CD-1300 CD-1300 TYP. 10"Ø 4 4 4 4 4 CD-1250 CD-1250 CD-1250 2 1 SHT M1.2 SHT M1.4 MATCH LINE CORRIDOR BA5 CLASSROOM 121 3 3 3 CORRIDOR 128 1 SEE MECHANICAL ACCESS FLOOR PLAN - SHEET M2.3 FORCONTINUATION OF DUCTWORK. MOUNT RETURN AIR GRILLE AT 6" ABOVE FLOOR. RISE RETURNDUCT UP IN CHASE. SEE MECHANICAL ACCESS FLOOR PLAN -SHEET M2.3 FOR CONTINUATION OF DUCTWORK. RISE BRANCH DUCT UP THRU MEZZANINE FLOOR. REFER TOSHEET M2.3 FOR CONTINUATION. INSTALL RELIEF AIR GRILLE IN CEILING. REFER TO MECHANICALACCESS PLAN - SHEET M2.3 FOR CONNECTION TO RELIEF AIRDUCTWORK. PROVIDE MANUAL BALANCING DAMPER IN DUCTAND BALANCE TO CFM AS SHOWN. LOCATE ELECTRIC HEATER EH-4 IN VESTIBULE UNDER BASE BID. LOCATE ELECTRIC HEATER EH-4 IN VESTIBULE BA3 IF BIDALTERNATE #2 IS ACCEPTED. 2 3 4 5 PLAN NOTES: 10"Ø BASE BIDBID ALT #1BASE BIDBID ALT #1 4EH 4EH 6 5 6 4 218x12 RA18x12 RA TOILET RM 191 MECHANICAL FLOOR PLAN -NORTHEAST CLASSROOM WINGM1.4 S RG - 1 S HD12x10 SAS RG-3HD12x10 SARG-3S 1 12x10 RA10x6 EASG-118x12 RA2 21EF 1 SEE MECHANICAL ACCESS FLOOR PLAN - SHEET M2.4 FORCONTINUATION OF DUCTWORK. MOUNT RETURN AIR GRILLE AT 6" ABOVE FLOOR. RISE RETURNDUCT UP IN CHASE. SEE MECHANICAL ACCESS FLOOR PLAN -SHEET M2.4 FOR CONTINUATION OF DUCTWORK. RISE 18x10 DUCT UP THRU MECHANICAL ACCESS FLOOR ABOVE.REFER TO SHEET M2.4 FOR CONTINUATION. INSTALL RELIEF AIR GRILLE IN CEILING. REFER TO MECHANICALACCESS PLAN - SHEET M2.4 FOR CONNECTION TO RELIEF AIRDUCTWORK. PROVIDE MANUAL BALANCING DAMPER IN DUCTAND BALANCE TO CFM AS SHOWN. COORDINATE DIFFUSER LOCATIONS IN MEDIA CENTER WITHCEILING CLOUDS AND TILE ORIENTATION. COORDINATE DUCTLOCATIONS WITH BUILDING STRUCTURE, CEILING CLOUDS ANDWITH SKYLITES. RISE 6"Ø EXHAUST DUCT UP THRU ROOF TO ROOF CAP. REFERTO DETAIL G/M3.2 FOR TYPICAL INSTALLATION. 2HP-42HP-43HP-44RG-42003 4 5 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates CLASSROOM 119 ESL 106 TESTING 104 RESOURCE RM 'A' 103 TLT 108 NORTH MECHANICAL FLOOR PLAN - NORTHEAST CLASSROOM WING SCALE: 1/8" = 1' - 0"SHT M1.3PLAN NOTES: CD-1300 CD-2100 CD-1300TYP. 10"ØHD18x12 SAHDHDHDHD2RG-4250HP-36RG-118x12 SASRG-1 HDHD HDHD RG-1 HDHDHDS18x12 SACD-1300 CD-1300CD-1300 CD-1325 CD-1325 CD-1350 CD-1310 CD-1315 CD-5315 CD-1310 CD-1300 RG-2 S SR-2500SR-2500 14x10 RA RG-5 S TYP. 10"Ø 1 218x12 RA 24x12 SA18x12 SA24x12 RA 1 2 2 TYP. 10"Ø HD HD HD HDHD HD HP-35 HP-46 HP-45HP-47 RG-4250 4 TYP. 10"Ø RG-5700 4 5 5 5 5 RG-6 3 RG-4200 18x10 SA SHT M1.2 SHT M1.4 MATCH LINESHT M1.4MATCH LINECD-1300 SRG-118x12 RAHP-39CLASSROOM 11618x12 SAHD HD HDHD CD-1300 RG-42502 1 SRG - 1 S RG-118x12 RA HD18x12 SATYP. 10"Ø CLASSROOM 111 HDCD-1300HDHD NORTH KEY PLAN NO SCALE SHEET M1.1 SHEET M1.2 SHEET M1.4SHEET M1.3ALT. #2ALT. #1CD-1300 CD-1300 CD-1300 CD-1300 TYP. 10"Ø SA HP-402 VEST. 112 CORRIDOR 114 1 CD-1300 CD-1300 CD-1300RG - 425018x12 SA18x12 SAHD HD18x12 SAHDHDHD18x12 SARG-4250HP - 4 1 2 18x12 RA 118x12 SAHDHD HD HD18x12 SACD-1300CD-1300 CD-1300 CD-1300 CLASSROOM 115 RG-1SHP-38RG-42501 2 18x12 RA CLASSROOM 110 CD-1300 CD-1300 CD-1300 CD-1300 TYP. 10"Ø TYP. 10"Ø CORRIDOR 117 HD18x12 SATYP. 10"Ø CLASSROOM 109 HDHDHD CD-1250RG-4250CLASSROOM 11318x12 SAHDHD HDHD CD-1300 CD-1300 CD-1300 CD-1300 TYP. 10"Ø SA SRG-118x12 RAHP-372 1 CD-1300 CD-1300CD-1300 CD-1300 CLASSROOM 118 TYP. 10"Ø 4 4 4 4 4 CD-1250 CD-1250 CD-12502 1 CD-1300HD SPEECH 107RG-4100RG-410018x12 SA12x10 RA218x12 RAQUIET RM 105 CD-1310TYP. 10"Ø COORDINATE DUCT ROUTING, DIFFUSERLOCATIONS AND DIFFUSER HEIGHTS WITHARCHITECTURAL DRAWINGS. PLACE DIFFUSERSIN SUSPENDED CEILING WHERE POSSIBLE ENTRY 101 CORRIDOR 102 MEDIA CENTER 194 TLT 193 20EF6 6 CORRIDOR 120 1 1 10"Ø 16x10 SAHDHD 4 4 4 1 1 10"Ø 8"Ø 4 HD 8"Ø CD-290 SHT M1.3 SHT M1.2 MATCH LINE 5EH LARGE SCALE MECHANICAL PLANSAND BOILER PIPING DIAGRAMM2.1 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates NORTH LARGE SCALE UPPER MECHANICAL ROOM SCALE: 1/4" = 1' - 0" 5BHP 1HP RG-8 18x10 SA SEE LARGE SCALE PLAN - SHEET M4.6 FOR CONTINUATION. 18x16 RA 2HP 16x10 SA AT FLOOR M3.1 A M3.1 B SANDSEPARATOR 10"Ø EXHAUST DUCT UP TO ROOF CAP 1" 1" 1 2 OL-1 1" GAS SEE SHEET P1.1 FOR CONT. MAIN FIRE LINE 1-1/4" GAS LINE 4 OA118x18 OA NORTH LARGE SCALE MECHANICAL ROOM SCALE: 1/4" = 1' - 0" 2CP 1CP2B1B 1HX 1CT FAV ON ROOF 3CP 4CP BRINE TANK MAIN ELECTRICAL PANELS AND SWITCH GEAR. REFERTO ELECTRICAL DRAWING. MAINTAIN CLEARANCE ASREQUIRED BY CODE IN FRONT OF PANELS6" AIR SEPARATOR 2" CW SAND SEP. EXP. TANK 6" 6"6" 1" DRAIN LINE TO TANK 1 RISE (2) 6"Ø FLUES UP THRU ROOF WITH CONCENTRIC VENTTERMINATION. REFER TO DETAIL F/M3.3 DROP 3/4" (2 psi) GAS LINE DOWN AND CONNECT TO UNIT WITHPRESSURE REGULATOR, SHUT-OFF VALVE AND FLEXIBLE HOSE.REFER TO DETAIL O/P3.1 FOR TYPICAL GAS LINE CONNECTION. MOUNT OUTSIDE AIR UNIT AS HIGH AS POSSIBLE. INSTALLLOUVER IN WALL AND PROVIDE DUCT TRANSITION AS REQUIREDTO CONNECT TO UNIT. SUPPORT UNIT FROM ROOF. CONNECT 18x10 OUTSIDE AIR DUCT TO RETURN DUCT. PROVIDEMANUAL DAMPER AT EACH UNIT. REFER TO DETAIL H/M3.3 FORINSTALLATION. BALANCE TO 1000 CFM MAXIMUM FOR EACH UNIT. CONNECT 10x6 OUTSIDE AIR DUCT TO RETURN DUCT. PROVIDEMANUAL DAMPER IN DUCT. REFER TO DETAIL H/M3.3 FORINSTALLATION. BALANCE TO 50 CFM MAXIMUM. RISE 12x12 RETURN AIR DUCT UP THRU FLOOR. REFER TO SHEETM1.1 FOR LOCATION OF RETURN GRILLE IN STORAGE ROOMBELOW. MOUNT RETURN AIR GRILLE ABOVE MEZZANINE MECHANICALROOM FLOOR. (KEEP GRILLE AS LOW AS POSSIBLE.)COORDINATE WITH STRUCTURE FOR ACTUAL LOCATION OFGRILLE. CONNECT TO CORRESPONDING HEAT PUMP WITH 18x16DUCT. FUTURE KITCHEN HOOD EXHAUST FAN AND MAKE-UP AIR UNITON ROOF. REFER TO ARCHITECTURAL DRAWINGS FOR ROOFCURB LOCATION. PROVIDE SMOKE DETECTOR IN SUPPLY AIR DUCT FOR UNITSHUT-DOWN. CONNECT TO FIRE ALARM SYSTEM. 2 3 4 PLAN NOTES: RG-7 RG-7 1EF RG-7RG-7 ON ROOF MECHANICAL ACCESS 201 3HP 18"Ø SA INJOIST SPACE 18"Ø SA INJOIST SPACE 18"Ø SA INJOIST SPACE 18"Ø SA INJOIST SPACE 16x10 SA AT FLOOR 18x16 RA MAIN WATER SHUT-OFF VALVERISE UP TO UPPER LEVEL SEELARGE SCALE PLAN ABOVE FORCONTINUATION.SEE SHEET P2.1FOR WATER PIPING FIRE ALARM VALVE SEEDETAIL ON SHEET P4.2 FS-1 DROP 6" COOLING TOWERLINE DOWN INSIDE TANK. 9'-0" x 6'-0" x 8'-0"HIGH COOLINGTOWER TANK 6" HEAT PUMP SUPPLY LINE UP THRUMEZZANINE FLOOR. SEE FLOOR PLANABOVE FOR CONTINUATION. CHEMICAL FEEDTANK - SEESPECIFICATIONS RISE (2) 6"Ø BOILER VENTS UPTHRU ROOF WITH WEATHERCAP. SEE DETAIL A/M3.3 FORINSTALLATION. 120 GALLON EXPANSIONTANK ON STAND. SEE DETAILL/M3.2 FOR INSTALLATION 6" HEAT PUMP RETURN LINE UP THRUMEZZANINE FLOOR. SEE FLOOR PLANABOVE FOR CONTINUATION. 6" REFER TO SHEET M1.1 FORCONTINUATION OF PIPING 6" 6"6"2" 2" 1" 3/4"2" FS-2 18x10 0A18x10 OA 1-1/2" DROP DUCT DOWNTHRU FLOOR (TYP.) 1" 1"18x10 0A16x10 RAAT FLOOR FS-2 WELL-X-TROL STORAGE TANK,SIZE WX-302 (TYPICAL OF 5) SEEDETAIL B/P1.1 FOR CONNECTION)MAIN FIRE SPRINKLERLINE. SEE SHEET M2.1 24x20 OUTSIDE AIR ROOF ACCESSAND LADDER 6" HPS AND HPR LINE DOWN THRUMEZZANINE FLOOR. REFER TO LARGESCALE PLAN BELOW FOR CONTINUATION. 24x12 RA & 24x12 SA DUCT TOKITCHEN AREA. REFER TOSHEET M1.1 FOR CONTINUATION. FS-1 FS-1 GAS METER BY LOCAL GAS COMPANY.SIZE FOR 3,000,000 BTU CAPACITY AT 2PSI DELIVERY PRESS. REFER TO SHEETP2.1 FOR GAS PIPING TO EQUIPMENT. FS-1 FS-1WH-2 WH-2 WS-1 6" FS-1 6" 6" HPS6" HPR NORTH KEY PLAN NO SCALE SHEET M2.1 SHEET M2.2 SHEET M2.4SHEE T M 2 . 3ALT. #2ALT. #15 RP-1 6 7 7 7 777 HP4A 18x16 RA 4 1" HP4B 18x16 RA 4 1" 18x10 0A 18x10 0A18x 1 8 O A FUTURE KITCHEN HOODEXHAUST FAN AND MAKE-UPAIR UNIT ON ROOF. 8 4 6 5 10x6 OA 1-1/2" 4 24x24 OUTSIDE AIR (NEAR ROOF)3 1" BACKFLOW PREVENTERREFER TO DETAIL A/P3.1 2" BY-PASS VALVE 1" CW REFER TO SHEET P2.1FOR WATER PIPING 9 9 9 9 HP5A 9 REFER TO LARGE SCALE PLANON SHEET P2.1 FORCONDENSATE DRAIN PIPING TOHEAT PUMPS IN THIS AREA. CDCDCDCDCDCDCDCDCDCDCDCDCD 6" (2) 3/4" CD (2) 3/4" CD(2) 3/4" CD DROP (2) 1-1/4" CONDENSATEDRAIN LINES DOWN THRU FLOORAND TERMINATE IN JANITOR'SSINK BELOW. MECHANICAL ACCESS FLOORADMINISTRATION & CLASSROOMSM2.2 20HP 21HP 19HP 22HP HP17 18x12 SA3 2 2 3 18x12 RA18x12 RA 18x12 SA18x12 SA18x12 RA18x12 SA2 3 1 REFER TO HYDRONIC PIPING PLAN ON SHEET M2.5 FOR HEATPUMP PIPING ON MECHANICAL ACCESS WALKWAY. REFER TOHEAT PUMP SCHEDULE FOR PIPING TO INDIVIDUAL UNITS. SEE FLOOR PLAN - SHEET M1.2 FOR CONTINUATION OFDUCTWORK. MOUNT HEAT PUMP UNITS NEAR CORRIDOR WALLS ANDMAINTAIN AS MUCH CLEARANCE IN FRONT OF UNITS ASPOSSIBLE. SUPPORT UNITS FROM ROOF STRUCTURE AND RISEUP AS REQUIRED FOR PROPER GRADING OF CONDENSATEPIPING. PROVIDE AND INSTALL SHEET METAL DRAIN PAN BELOWEACH UNIT. REFER TO DETAIL K/M3.2 FOR INSTALLATION. RUNSEPARATE 3/4" DRAIN LINE FROM HEAT PUMP AND DRAIN PAN TONEAREST CONDENSATE RECEIVER. MOUNT RETURN AIR GRILLE ABOVE MECHANICAL WALKWAYFLOOR. (KEEP GRILLE AS LOW AS POSSIBLE.) GRILLE TO HAVE 3HOUR FIRE DAMPER. CONNECT TO HEAT PUMP WITH 18x16 DUCT. DROP 10x10 OUTSIDE AIR DUCT DOWN AND CONNECT TORETURN AIR DUCT AT UNIT. INSTALL 6x6 DUCT ACCESS ANDMANUAL BALANCING DAMPER IN EACH DUCT. MOUNT DAMPERSAND ACCESS DOOR IN ACCESSIBLE LOCATION. REFER TOSCHEDULE FOR CFM REQUIRED AND TO DETAIL F/M3.2. 2 3 4 5 18HP 2 18x12 SA 18x12 RA 5 3 8HP 5 5 5 18x12 RA 18x14 SA 24x12 RA 3 2 7HP 3 5 2 18x14 SA 5 5 16HP3 12x12 SA 12x12 RA 2 218x10 RAHP143 2 12x12 SA 12x12 RA 13HP 3 11HP 2 12x12 SA 10x10 OA12HP3 10 12x12 SA 12x12 RA 15HP 3 18x10 RA 2 5 14x12 SA 10HP 3 12x10 RELIEF 5 5 5 9HP 3 5 5 M3.2 B M5.2 B TYPICAL SECTION TYPICAL SECTION HD HD 12x10 RELIEF HD 12x12 RELIEF 18x10 RELIEF ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates 6 NORTH MECHANICAL ACCESS FLOOR - ADMINISTRATION AND CLASSROOMS SCALE: 1/8" = 1' - 0" SHT M2.2 SHT M2.4 MATCH LINE MATCH LINE SHT M1.1 SHT M2.2 MATCH LINE PLAN NOTES: NORTH KEY PLAN NO SCALE 14EF SHT M2.2 SHT M2.3 12x12 OA 12x12 RELIEF 12x10 RELIEF 12x12 RELIEF 6 10x10 OA 10x10 OA12x10 RELIEF6 CR-1 3 CR-1 HD 12x10 RELIEF6 12x10 RELIEF 6 HD 12x10 RELIEF 2 5 12x10 OA 18x10 OA 18x10 RELIEF18x10 SA323HP 2 10 18x10 RA 12x10 RELIEF 6 6 HD CR-1 CR-1 CR-1 10x10 OA 12x12 RELIEF 5 10x10 OA 12x10 OA RUN 12x12 RELIEF AIR DUCTALONG FLOOR OF MEZZANINE 2 12x12 SA 16x12 SA 8 12x12 OA 12x12 RELIEF CR-1 12x12 RA 10x10 OA DROP (4 ) 8"Ø BRANCH DUCTS DOWNTHRU FLOOR - SEE SHEET M1.2 18x10 RA UPTHRU FLOOR CR-1HD HD BID ALT #2BASE BID2OA 3 2 66 18x14 RA 18x14 SA18x14 RA18x14 SA (BID ALT. #2)18x14 RA (BID ALT. #2)2 10x10 OA10x10 OA CR-1 CR-110x10 OA5 10x10 OA 10x10 OA 18x10 RELIEF 18x10 RELIEF18x10 RELIEF OA EA FA RELIEF OL-1 OL-1 CR-1 RG-7RG-7 18"Ø SA INJOIST SPACE 18"Ø SA INJOIST SPACE 6BHP 6AHP 18x18 RA18x10 OA24x16 OA24x16 OA24x16 OA 24x16 OA18x10 RELIEF18x16 RELIEF8 18x16 RELIEF 12x12 OA18x10 OA18x10 OA12x12 OA 18x10 OA3 3SHT M2.2SHT M2.3 SHT M2.4SHT M1.1 SHT M2.2 1 1 1 1 1 1 1 1 1 1 HD RG-4 HD HD CD-2100 CD-2100 12x10 RA 12x12 SA 9 MECH 203 RG-9 HD 10 10WH-1 SEE B/P2.2 14 10 14 6 DROP RELIEF AIR DUCT DOWN AND CONNECT TO CEILING GRILLEBELOW. PROVIDE BALANCING DAMPER IN DUCT. SEE SHEETM1.2 FOR CFM AT EACH GRILLE. COORDINATE LOCATION OF OUTSIDE AIR UNIT WITH BUILDINGSTRUCTURE. MAINTAIN MANUFACTURER'S CLEARANCES ASMUCH AS POSSIBLE FOR ALL ACCESS PANELS. PROVIDE FILTERSFOR OUTSIDE AIR INTAKE DUCT AND RELIEF AIR DUCT.ARRANGE DUCTWORK TO KEEP ACCESS TO UNIT. MOUNT UNITON VIBRATION ISOLATORS. DROP RELIEF AIR DUCT DOWN TO ABOUT 24" ABOVE CEILING.COORDINATE WITH SUPPLY DUCTS AS SHOWN ON SHEET M1.3. MOUNT VERTICAL HEAT PUMP ON MEZZANINE FLOOR WITH DRAINPAN BELOW. PIPE DRAIN PAN TO ADJACENT CR-1. RISE SUPPLYDUCT UP AS HIGH AS POSSIBLE AND RUN AS SHOWN. LEAVERETURN AIR OPEN TO ROOM. RUN SEPARATE 3/4" DRAIN LINEFROM HEAT PUMP AND DRAIN PAN TO NEAREST CONDENSATERECEIVER. DROP 8" RIGID ROUND DUCT DOWN THRU MEZZANINE FLOORAND CONNECT TO CEILING DIFFUSER IN ROOM BELOW. REFERTO SHEET M1.3 FOR LOCATION OF CEILING DIFFUSER BELOW. 7 8 9 11 SUPPLY AIR DUCTWORK TO BE RUN AS HIGH AS POSSIBLE.INSTALL SR-2 GRILLE IN BOTTOM OF DUCTWORK. PROVIDEBALANCING DAMPERS IN GRILLES. EXHAUST DUCT TO BE RUN AS HIGH AS POSSIBLE. DROP 12x12DUCTS DOWN THRU MEZZANINE FLOOR AND CONNECT TOCEILING GRILLE IN ROOM BELOW. PROVIDE BALANCING DAMPERIN GRILLE. REFER TO SHEET M1.3 FOR LOCATION OF EXHAUSTGRILLES BELOW. MOUNT UTILITY TYPE EXHAUST FAN ON FLOOR OF MEZZANINEWITH VIBRATION ISOLATION. RISE 10"Ø DISCHARGE DUCT UPTHRU ROOF TO ROOF CAP. 6"Ø EXHAUST DUCT UP FROM CEILING MOUNTED EXHAUST FANBELOW. RISE UP TO ROOF CAP. REFER TO DETAIL G/M3.3 FOR TYPICAL INSTALLATION OF FIREDAMPERS. DUCT ACCESS DOORS ARE TO BE LOCATED ONMECHANICAL ACCESS SIDE OF FIRE RATED WALL. PROVIDE SMOKE DETECTOR IN SUPPLY AIR DUCT FOR UNITSHUT-DOWN. SEE ELECTRICAL FOR CONNECT TO FIRE ALARMSYSTEM. 12 13 14 10 12 12 12x12 EA 13 LEAVE OPENTO ROOM HD HD HD HD HD 11 2 4 4 FD FDFDFD 8 7 18x30 INTAKE AIR18x30 EA14 14 14 15 15 15 1717 IT 1AFC 1BFC MOUNT ON FLAT ROOMABOVE GYM AT 10'-0"FROM ROOF'S EDGE. 16 KEEP PIPING ASHIGH AS POSSIBLE MOUNT UNIT ASHIGH AS POSSIBLEC 5 5 (2) 3/4" CD (2) 1-1/4" CD (2) 3/4" CD (TYP.) (2) 3/4" CD (TYP.) MECHANICAL ACCESS FLOOR -NORTHWEST CLASSROOM WINGM2.3 25HP3 3 2 18x 1 2 S A 18x 1 2 R A18x12 SA18x12 RA2 12x12 EA 19EF M3.3 B TYPICAL SECTION 5 10x10 OA TYP. 12x12 24HP SR-2300 (TYP. OF 4)16x10 SAS 16x10 SA ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates PLAN NOTES: NORTH MECHANICAL ACCESS FLOOR - NORTHWEST CLASSROOM WING SCALE: 1/8" = 1' - 0"SHT M2.4SHT M2.3MATCH LINESHT M2.2 SHT M2.4 MATCH LINE SHT M2.2 SHT M2.3 MATCH LINE NORTH KEY PLAN NO SCALE SHEET M2.1 SHEET M2.2 SHEET M2.4SHEET M2.3ALT. #2ALT. #118x12 SA18x14 OA3OA OL-118x14 OA18x14 RELIEFHD30HP 2 3 512x10 RELIEF29HP318x16 RE L IEF 3 2 5 18x12 SA HD 12x12 OAOL-112x10 RELIEF18x 1 2 R A18x12 RA10x10 OA18x12 SAOAEAFARELIEF18x16 OAHD 510x10 OA218x12 SA28HP 3 512x10 RELIEFHD 2 18x12 SAHD2 3 12x10 RELIEF18x12 RA10x 1 0 O A 18x 1 2 S A 510x10 OA31HP 32HP 3 HD2 5 12x10 RELIEF18x12 RA10x 1 0 O A 18x 1 2 S A HD 3 33HP 18x 1 2 R A 512x10 RELIEF2 10x 1 0 O A 12x10 RELIEF 34HP 18x12 RA 10x10 OA 12x12 RELIEF18x10 OA18x10 RELIEF18x10 OA18x10 RE L IEF18x14 OA18x14 RELIEF18x16 RELIEF18x16 OA18x14 OA3 HD 18x 1 2 R A18x12 RA12x10 RELIEF18x14 RELIEF18x14 RE L IEF 5 2 10x10 OA27HP18x10 OAHD HD ROOF ACCESS AND LADDERMAINTAIN CLEARANCES RISE 10"Ø EA DUCT UP TOPENNBARRY WCF10 ROOF CAP WATERHEATERWH-1 CR-1 CR-1 CR-126HP CR-1 CR - 1 HD 5 HD 12x10 RELIEF12x10 RE L IEF 3OA OL-1OL - 1 OAEAFARELIEF18x10 OA18x10 RELIEF18x14 RELIEF18x18 OABASE BIDBID ALT #1BASE BIDBID ALT #1 IF BID ALTERNATE #1 IS NOT ACCEPTED, PLACE OUTSIDE AIR UNIT #3 IN THIS LOCATION WITH LOUVERS IN WALL AS SHOWN. 1 REFER TO HYDRONIC PIPING PLAN ON SHEET M2.5 FOR HEATPUMP PIPING ON MECHANICAL ACCESS WALKWAY. REFER TOHEAT PUMP SCHEDULE FOR PIPING TO INDIVIDUAL UNITS. RUN DUCT ABOVE CEILING TO DIFFUSERS. SEE FLOOR PLAN -SHEET M1.3 FOR CONTINUATION OF DUCTWORK. MOUNT HEAT PUMP UNITS NEAR CORRIDOR WALLS ANDMAINTAIN AS MUCH CLEARANCE IN FRONT OF UNITS ASPOSSIBLE. SUPPORT UNITS FROM ROOF STRUCTURE AND RISEUP AS REQUIRED FOR PROPER GRADING OF CONDENSATEPIPING. PROVIDE AND INSTALL SHEET METAL DRAIN PAN BELOWEACH UNIT. REFER TO DETAIL K/M3.2 FOR INSTALLATION. RUNSEPARATE 3/4" DRAIN LINE FROM HEAT PUMP AND DRAIN PAN TONEAREST CONDENSATE RECEIVER. MOUNT UTILITY TYPE EXHAUST FAN ON FLOOR OF MEZZANINEWITH VIBRATION ISOLATION. RISE 10"Ø DISCHARGE DUCT UPTHRU ROOF TO ROOF CAP. DROP 10x10 OUTSIDE AIR DUCT DOWN AND CONNECT TORETURN AIR DUCT AT UNIT. PROVIDE AND INSTALL 6x6 DUCTACCESS AND MANUAL BALANCING DAMPER IN EACH DUCT.MOUNT DAMPERS AND ACCESS DOOR IN ACCESSIBLE LOCATION.REFER TO SCHEDULE FOR AMOUNT OF CFM REQUIRED AT EACHUNIT. SEE DETAIL H/M3.3 DROP RELIEF AIR DUCT DOWN AND CONNECT TO CEILING GRILLEBELOW. PROVIDE BALANCING DAMPER IN DUCT. SEE SHEETM1.3 FOR CFM AT EACH GRILLE. RISE 24x24 RELIEF AIR AND OUTSIDE AIR DUCTS UP AS HIGH ASPOSSIBLE BEFORE RUN HORIZONTAL DUCTS ACROSSMECHANICAL WALKWAY TO MAINTAIN ACCESS TO OUTSIDE AIRUNIT. REFER TO MECHANICAL SECTION AS INDICATED. SLOPEDUCTS OVER CLASSROOMS AS NEEDED FOR ROOF SLOPE. DROP RELIEF AIR DUCT DOWN TO ABOUT 24" ABOVE CEILING.COORDINATE WITH SUPPLY DUCTS AS SHOWN ON SHEET M1.3. SUPPLY AIR DUCTWORK TO BE RUN AS HIGH AS POSSIBLE.INSTALL SR-2 GRILLE IN BOTTOM OF DUCTWORK. PROVIDEBALANCING DAMPERS IN GRILLES. DROP 8" RIGID ROUND DUCT DOWN THRU MEZZANINE FLOORAND CONNECT TO CEILING DIFFUSER IN ROOM BELOW. REFERTO SHEET M1.3 FOR LOCATION OF CEILING DIFFUSER BELOW. EXHAUST DUCT TO BE RUN ON FLOOR OF MEZZANINE. DROP12x12 DUCTS DOWN THRU MEZZANINE FLOOR AND CONNECT TOCEILING GRILLE IN ROOM BELOW. PROVIDE BALANCING DAMPERIN GRILLE. REFER TO SHEET M1.3 FOR LOCATION OF EXHAUSTGRILLES BELOW. MOUNT VERTICAL HEAT PUMP ON MEZZANINE FLOOR WITH DRAINPAN BELOW. PIPE DRAIN PAN TO ADJACENT CR-1. RISE SUPPLYDUCT UP AS HIGH AS POSSIBLE AND RUN AS SHOWN. LEAVERETURN AIR OPEN TO ROOM WITH 2" FILTER. RUN SEPARATE 3/4"DRAIN LINE FROM HEAT PUMP AND DRAIN PAN TO NEARESTCONDENSATE RECEIVER. PROVIDE AND INSTALL FIRE DAMPER IN DUCT PASSING THRUFIRE RATED WALL. COORDINATE LOCATION OF OUTSIDE AIR UNIT WITH BUILDINGSTRUCTURE. MAINTAIN MANUFACTURER'S CLEARANCES ASMUCH AS POSSIBLE FOR ALL ACCESS PANELS. PROVIDE FILTERSFOR OUTSIDE AIR INTAKE DUCT AND RELIEF AIR DUCT.ARRANGE DUCTWORK TO KEEP ACCESS TO UNIT. MOUNT UNITON VIBRATION ISOLATORS. 2 3 4 5 6 6 7 8 9 10 11 12 12x12 OA 12x12 RELIEF 12x12 OA 12x12 RELIEF 6 18x10 OA 18x10 RE L IEF18x10 RELIEF18x10 OA10x 1 0 O A 612x12 RELIEF12x12 OA6 6 18x 1 0 O A 18x10 RE L IEF18x 1 4 O A 18x14 RE L IEF 7 8 8 18x30 EA18x30 INTAKE AIR10 9 11 11 9 11 12 4 9 11 10 9 6 6 8 18x30 INTAKE AIR7 818x30 EA CR-1 CR-1 6 6 1 11 1 1 1 13 14 6 13 FDFD13FD FD 18x 1 2 R A 14 (2) 3/4" CD (TYP.) MECHANICAL ACCESS FLOOR -NORTHEAST CLASSROOM WINGM2.4 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates NORTH MECHANICAL ACCESS FLOOR - NORTHEAST CLASSROOM WING SCALE: 1/8" = 1' - 0" PLAN NOTES:18x12 SA18x10 OA 1 REFER TO HYDRONIC PIPING PLAN ON SHEET M2.5 FOR HEATPUMP PIPING ON MECHANICAL ACCESS WALKWAY. REFER TOHEAT PUMP SCHEDULE FOR PIPING TO INDIVIDUAL UNITS. RUN DUCT ABOVE CEILING TO DIFFUSERS. SEE FLOOR PLAN -SHEET M1.4 FOR CONTINUATION OF DUCTWORK. MOUNT HEAT PUMP UNITS NEAR CORRIDOR WALLS ANDMAINTAIN AS MUCH CLEARANCE IN FRONT OF UNITS ASPOSSIBLE. SUPPORT UNITS FROM ROOF STRUCTURE AND RISEUP AS REQUIRED FOR PROPER GRADING OF CONDENSATEPIPING. PROVIDE AND INSTALL SHEET METAL DRAIN PAN BELOWEACH UNIT. REFER TO DETAIL K/M3.2 FOR INSTALLATION. RUNSEPARATE 3/4" DRAIN LINE FROM HEAT PUMP AND DRAIN PAN TONEAREST CONDENSATE RECEIVER. DROP RELIEF AIR DUCT DOWN TO ABOUT 24" ABOVE CEILING.COORDINATE WITH SUPPLY DUCTS AS SHOWN ON SHEET M1.4. DROP 18x10 OUTSIDE AIR DUCT DOWN AND CONNECT TORETURN AIR DUCT AT UNIT. PROVIDE AND INSTALL 6x6 DUCTACCESS AND MANUAL BALANCING DAMPER IN EACH DUCT.MOUNT DAMPERS AND ACCESS DOOR IN ACCESSIBLE LOCATION.REFER TO SCHEDULE FOR AMOUNT OF CFM REQUIRED AT EACHUNIT. SEE DETAIL H/M3.3 DROP RELIEF AIR DUCT DOWN AND CONNECT TO CEILING GRILLEBELOW. PROVIDE BALANCING DAMPER IN DUCT. SEE SHEETM1.4 FOR CFM AT EACH GRILLE. RISE 24x24 RELIEF AIR AND OUTSIDE AIR DUCTS UP AS HIGH ASPOSSIBLE BEFORE RUN HORIZONTAL DUCTS ACROSSMECHANICAL WALKWAY TO MAINTAIN ACCESS TO OUTSIDE AIRUNIT. REFER TO MECHANICAL SECTION AS INDICATED. PROVIDE AND INSTALL FIRE DAMPER IN DUCT PASSING THRUFIRE RATED WALL. REFER TO DETAIL G/M3.3 FOR TYPICAL FIREDAMPER INSTALLATION. COORDINATE LOCATION OF OUTSIDE AIR UNIT WITH BUILDINGSTRUCTURE. MAINTAIN MANUFACTURER'S CLEARANCES ASMUCH AS POSSIBLE FOR ALL ACCESS PANELS. PROVIDE FILTERSFOR OUTSIDE AIR INTAKE DUCT AND RELIEF AIR DUCT.ARRANGE DUCTWORK TO KEEP ACCESS TO UNIT. MOUNT UNITON VIBRATION ISOLATORS. 2 3 4 5M3.3BTYPICALSECTION4OAOL-118x16 OA18x10 RELIEFHD39HP 2 3 5 12x10 RE L IEF 40HP 3 18x16 RELIEF SHT M2.3SHT M2.2 SHT M2.4 MATCH LINESHT M2.4MATCH LINENORTH KEY PLAN NO SCALE SHEET M1.1 SHEET M1.2 SHEET M1.4SHEET M1.3ALT. #2ALT. #1HP 47HP 3 2 5 18x12 SA 3 18x10 SA 2 18x10 RA 24x12 SA 24x12 RA 2 5 14x10 RA 3 HD 14x10 OA 3 ROOF ACCESS AND LADDER MAINTAIN CLEARANCES OL-112x10 RE L IEF18x12 RA18x12 RA10x10 OA18x12 SAOAEAFARELIEF18x12 OAHD5 10x10 OA218x12 SA41HP 3 5 12x10 RELIEFHD 218x12 SAHD2 312x10 RELIEF18x12 RA10x10 OA18x12 SA5 10x10 OA38HP 37HP 3HD2 512x10 RELIEF18x12 RA10x10 OA18x12 SAHD 3 36HP18x12 RA512x10 RELIEF2 10x10 OA 12x10 RELIEF 35HP 18x12 RA 10x10 OA 12x12 RELIEF 18x14 OA12x12 RELIEF18x14 OA12x12 RELIEF18x16 OA18x10 RE L IEF18x16 RELIEF18x12 OA18x10 OA3 HD 18x12 SA18x12 RA12x10 RELIEF18x12 RELIEF18x12 RELIEF 5 618x12 RELIEFHD12x10 RELIEF10x10 OA12x 1 0 S A 12x10 RA 43HP 42HP 318x10 OA44HP 3 5 12x10 RELIEFHD 5 45HP 2 10x10 OA 12x18 RA M 5 HD 12x10 RELIEF 6 62 2 6 618x12 RA CR-1 CR-1 6 6 --6 6 CR-1 CR-1 10x10 OA 6 18x10 RELIEF CR-1 6 CR-1 18x12 SA 18x12 OA12x10 RA12x10 SA2 18x10 RELIEF 6 RISE RELIEF AIR DUCT UPAS HIGH AS POSSIBLE TOCROSS MECHANICALWALKWAY. 10x10 OACR-1DROP 18x10 DOWN THRU MEZZANINEFLOOR AND CONNECT TO RETURNGRILLE IN CORRIDOR CEILINGBELOW. REFER TO SHEET M1.4 OPEN TO BELOW OPEN TO BELOW SHT M2.2 SHT M2.3 MATCH LINE RISE UP TO PENNBARRYWCF06 ROOF CAP 46 18x12 OA CR-1 14x12 OA 6 7 4 7 418x30 INTAKE AIR18x 3 0 E A 1 1 1 1 1 1 8 9 9FD FD FDFD8 8 (2) 3/4" CD (TYP.) MECHANICAL ACCESS FLOOR -HYDRONIC PIPINGM2.5 25HP 24HP ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates PLAN NOTES: NORTH MECHANICAL ACCESS FLOOR - HYDRONIC PIPING SCALE: 1/16" = 1' - 0" NORTH KEY PLAN NO SCALE SHEET M2.1 SHEET M2.2 SHEET M2.4SHEET M2.3ALT. #2ALT. #129HP 31HP 33HP 34HP 26HP BASE BIDBID ALT #1BASE BIDBID ALT #1 1 MOUNT HEAT PUMP UNITS NEAR CORRIDOR WALLS ANDMAINTAIN AS MUCH CLEARANCE IN FRONT OF UNITS ASPOSSIBLE. SUPPORT UNITS FROM ROOF STRUCTURE AND RISEUP AS REQUIRED FOR PROPER GRADING OF CONDENSATEPIPING. PROVIDE AND INSTALL SHEET METAL DRAIN PAN BELOWEACH UNIT. REFER TO DETAIL K/M3.2 FOR INSTALLATION ANDFOR TYPICAL PIPING CONNECTIONS. DROP HEAT PUMP SUPPLYAND RETURN PIPING DOWN TO UNIT AND WITH SHUT-OFF VALVE,2-WAY CONTROL VALVE AND FLEXIBLE HOSE KIT. DO NOTINSTALL PIPING IN FRONT OF UNIT OR ANY ACCESS PANELS. RUNSEPARATE 3/4" DRAIN LINE FROM HEAT PUMP AND DRAIN PAN TONEAREST CONDENSATE RECEIVER. PROVIDE 3-WAY MIXING VALVE IN HEAT PUMP SUPPLY LINE FORCONTINUOUS FLOW THRU PIPE LOOP. REFER TO BY-PASS VALVEDETAIL ON THIS SHEET FOR TYPICAL INSTALLATION. CAP 1-1/2" SUPPLY AND RETURN PIPING FOR FUTURECONNECTION. PROVIDE SHUT-OFF VALVE IN EACH LINE. ALL HEAT PUMP PIPING TO BE RUN IN MECHANICAL CORRIDORABOVE HEAT PUMP UNITS. KEEP NEXT TO CORRIDOR WALLS.REFER TO BUILDING SECTION B/M3.3 FOR ACTUAL LOCATION OFPIPING. ALL PIPING SHOWN HERE IS LOCATED FOR CLARITYONLY. PIPING ABOVE MEDIA CENTER TO BE PAINTED FLAT BLACK ANDKEPT AS HIGH AS POSSIBLE. MOUNT VERTICAL HEAT PUMP ON MEZZANINE FLOOR WITH DRAINPAN BELOW. PIPE DRAIN PAN TO ADJACENT CR-1. PROVIDECONDENSATE ALARM TO SHUT-DOWN UNIT IN THE EVENT OFCONDENSATE OVERFLOW. RUN SEPARATE 3/4" DRAIN LINE FROMHEAT PUMP AND DRAIN PAN TO CONDENSATE RECEIVER. 2 3 4 5 6 39HP 40HP HP 47HP 41HP 38HP 37HP 36HP 35HP 43HP 42HP 44HP 45HP46 20HP 21HP 19HP 22HP HP17 18HP 8HP 7HP 16HP HP14 13HP 11HP 12HP 15HP 10HP 9HP 23HP REFER TO SHEET M1.1FOR CONTINUATION ORHYDRONIC PIPING BID ALT #2BASE BID6BHP6AHP 2 1 1 11 6 62"2-1/2"2-1/2"3/4" 4" 1" 1"1" 1"6"1 1"4"1"1 1 4" 1 4" 1 11 3" 3" 3"3/4"1"3/4"1"3/4"1"1"4"114"1 13 2 2"1-1/2"1"1"1 3" 1 3/4"1"3"4"1"1 1 6 1 1 1 3"2"1"1"1-1/2" 1"1" 1"2-1/2"2-1/2"32HP 1 27HP1 1"1"2" 30HP 28HP1 1 1 1 2 (IF BID ALT #2 IS ACCEPTED) 2 (IF BID ALT #2 IS NOT ACCEPTED) 3 3 2"1"1" 1"1"1-1/2"11"3"2-1/2"1" 1 1 1 1"1"3/4"1 2-1/2" 1 1 1 1" 1"3/4"2" 1 1 1 1 1"1"1"1"2"2 3 1-1/2"4 4 4 4 4 4 5 4 4 4 4 4 4 4 M HEAT PUMP RETURN LINE HEAT PUMP SUPPLY LINE 3-WAY MIXING VALVE FOR CONTINUOUSFLOW THRU PIPING. TO MATCH LINE SIZE BY-PASS LINE TO MATCH SUPPLYAND RETURN PIPE SIZES. S S PRESSURE SENSOR. CONNECTTO BUILDING CONTROL SYSTEM PROVIDE SHUT-OFF VALVE ANDCAP LINE FOR FUTURE EQUIPMENTWHERE SHOWN ON PLAN BY-PASS VALVE DETAIL NO SCALE M3.1 MECHANICAL BUILDING SECTION SCALE: 1/4" = 1'-0"A MECHANICAL BUILDING SECTIONB 3HP 16x10 SA SCALE: 1/4" = 1'-0" CEILING FLOOR MEZZANINE FLOOR ROOF 18x18 SAFLOOR 18x16 RA 18"Ø SA 18x10 OA M HD 24x20 OA ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates MECHANICAL BUILDING SECTIONSDETAILS AND DIAGRAMSBOILER PIPING DIAGRAMC NO SCALE TYP. 3/4" CW ZURN SHOCKTROL FITTINGTO DRAIN 6" CTRPUMP M 1/2" 1" CW SOLENIOD M VALVE3/4" CW6" CTR SLOW CLOSING INTO 6" CTR WITH- TIE 1" DRAIN LINE OUT VALVE. CT 1 SIGHT GLASS 6" CTS TRIPLE DUTY VALVE CP3 6" CTS 4CP 3/4" DRAIN A1 1HX B1 A2 B26" CTS6" HPS2 1 REGULATOR & RELIEF VALVE COMBINATION PRESSURE 3/4" DRAIN CP 3/4"6" HPS6" HPRFLOW SWITCH 6" HPS TO SYSTEM SENSOR TYP. AIR VENT 6" HPS 6" HPS 3/4" CW CP6" HPS6" HPR6" HPR 6" HPS 6" ROLAIRTROL BY-PASS NOTE: AUTOMATIC AIR VALVE AT HIGH DIRECTION OF FLOW WITH AT LOW POINTS. PIPING TO BE GRADED UP IN POINTS AND HOSE DRAINSROOF B&G DT-2 DRAIN-AIR CHARGER VALVE 1-1/4" GAS 2" GAS 6"6" 1/2" 6"6" 6" 1-1/2" 6" GAS LINE TO METER TYPICAL AIR VENT6" 1/2" DRAIN VALVE.(REMOVE HANDLE ANDLEAVE IN OPEN POSITION) 9'x6'x8' HIGH STAINLESS STEELTANK BY MECHANICALCONTRACTOR. REFER TO DETAILD/M5.2 FOR CONSTRUCTION CHEMICAL FEEDTANK - SEESPECIFICATIONS SAND SEPARATOR - LAKOSRTS-0409-B (90° PROFILE) WITH 6"LINE CONNECTIONS AND 3/4"PURGE LINE WITH AUTOMATICVALVE ON TIMER. BASKETSTRAINERBASKETSTRAINER FLOAT SWITCHIN PVC PIPE 1" OVER-FLOW DRAIN 1" MAINDRAIN 3/4" AUTOBLOWDOWNVALVE CONTROLPANEL SOLID STEEL COVERWITH ACCESS DOORPVC COATED ONBOTH SIDES. TO DOMESTICWATER SYSTEM REDUCED PRESUREBACK-FLOW PREVENTERSEE DETAIL A/P3.1 0-100 PSIPRESSUREGAUGE CHEMICAL FEEDER WITHSCREWED ACCESS CAP TYP. TRIPLEDUTY VALVE CHECKVALVE BALANCEVALVE SHUT-OFFVALVE TO DDCCONTROLSYSTEM TYPICALBUTTERFLYVALVE TYPICALFLEXIBLECONNECT. SUCTIONDIFFUSER 3/4" TO DRAINPRESS. GAUGE TYPICALRELIEFVALVE 120 GALLON EXPANSION TANKWITH ATF TANK FITTING. MOUNTON STAND - SEE DETAIL L/M3.2 6" HPRFROMSYSTEM RG-7 WELL-X-TROL STORAGE TANK,SIZE WX-302 (TYPICAL OF 5) SEEDETAIL B/P1.1 FOR CONNECTION) 24x20 OUTSIDE AIR REFER TO DETAIL O/P3.1 FOR TYPICALGAS LINE CONNECTION TO EQUIPMENTWITH PRESSURE REGULATOR, SHUT-OFFVALVE AND FLEXIBLE HOSE. (TYP.) TO DRAIN 1HP 1" HPS & HPR OL-1 1-1/4" GAS LINEOA1 18x18 OA 16x10 SA WELL-X-TROL STORAGE TANK,SIZE WX-302 (TYPICAL OF 5) SEEDETAIL B/P1.1 FOR CONNECTION) 24x24 OA 18x18 SA 5AHP MOUNT RETURN AIR GRILLE ABOVE MEZZANINEMECHANICAL ROOM FLOOR. (KEEP GRILLE AS LOWAS POSSIBLE.) COORDINATE WITH STRUCTUREFOR ACTUAL LOCATION OF GRILLE. CONNECT TOCORRESPONDING HEAT PUMP WITH 18x16 DUCT. CONNECT 18x10 OUTSIDE AIR DUCT TO RETURN DUCT. PROVIDE MANUAL DAMPER AT EACH UNIT. REFER TO DETAIL H/M3.3 FOR INSTALLATION. BALANCE TO 1000 CFM MAXIMUM FOR EACH UNIT. TYPICAL FIRE MAIN, GAS MAINAND ROOF DRAIN PIPINGLOCATION IN MECHANICAL ROOM. MECHANICAL ACCESS 201 STORAGE 153 MOUNT UNITS ONVIBRATION ISOLATORS 16x10 SA RISE 10"Ø RIGID DUCT UP THRU MEZZANINE FLOOR ABOVE AND CONNECT TO BOTTOM OF TRUNK DUCT. DIFFUSER TO HAVE OPPOSED BLADE DAMPER. RUN WATER PIPINGTHRU CEILING SPACEOF STORAGE ROOM REFER TO DETAIL K/M3.2 FOR TYPICALPIPING CONNECTION TO HEAT PUMPS 1OA24x20 OA 18x10 0ATO HP-5A 18x16 OA TOHP-5B & HP-2 CONCENTRIC ROOFVENT - REFER TODETAIL E/M5.2 24x12 SA 24x12 RA MOUNT UNITS ONVIBRATION ISOLATORS SUPPORT UNIT FROMROOF STRUCTUREWITH SPRING TYPEVIBRATION ISOLATORS SANDSEPARATOR REFER TO DETAILK/M3.2 FOR TYPICALPIPING CONNECTIONTO HEAT PUMPS 18x16 OA SEE SHEET M2.1 FOR CONTINUATION OF PIPING. 1B 3"GASHPS3" CONDENSATENEUTRALIZER TRAPFURNISHED WITH BOILER.PIPE TO NEAREST SINK. 5CP HPRTYPICALRELIEFVALVE 2B 3" 1-1/4"GASHPS3" CONDENSATENEUTRALIZER TRAPFURNISHED WITH BOILER.PIPE TO NEAREST SINK. 6CP HPR1-1/4" M3.2 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates MECHANICAL BUILDING SECTIONSDETAILS AND DIAGRAMSA SECTION A OUTSIDE WALL BACK-DRAFT DAMPER WALL EXHAUST CAP 4" Ø DRYER VENT WALL EXHAUST CAP OUTSIDE WALL PROVIDE 8" LINED WORM HOSE CLAMPS TO TIE THE DUCTWORK TOGETHER. 4" Ø ALUMINUM DRYER DUCT DRYER BY OWNER18" MIN. AFFSEAL AROUND DRYER VENT WITH WATER-PROOF CAULKING ON BOTH SIDES OF WALL.2' - 0" M A X I M U M FOOT OF SUPPORTSPACING. MAX. SAG 1/2" PER BAND CLAMP 1"x18 GAGE SECURE TOSTRUCTURE. 1KH EF1 UP-BLAST EXHAUST FAN AS SPECIFIED ROOF CEILING PROVIDE STAINLESS STEEL EXTENSION FROM TOP OF HOOD TO CEILING AS REQUIRED FULL PERIMETER GUTTERDRAIN24"FULL LENGTH ANGLE (TYPICAL) 12x12 EXHAUST DUCT MOUNT FAN ON ROOF CURB ALUMINUM MESH FILTER 36" 1/2" COPPER TO FLOOR SINK L AIRFLOWMAIN AIR DUCT NOTE: L=1/4 W (4" MINIMUM) SIDEWALL GRILLE W45° SIDE OF EQUIPMENT DO NOT BLOCK FILTERACCESS WITH CONDUIT,THREADED ROD, ORCONDENSATE DRAINS, NOTE: EXTERNAL FILTERSECTION MUST BECONSTRUCTED TOACCOMMODATE STANDARDFILTER SIZE. 1" TRACK TOP ANDBOTTOM LEAVE RETURN AIR PANEL OFFBOTH SIDES OF FURNACE ANDLEAVE 16" MINIMUM SPACINGBETWEEN UNITS. UNION (TYP) SUPPLY PIPING TRAP WITH VENT. TYPICAL OF ALL UNITS. VENT DETAIL 2" 1" 3" VALVE KIT ASSEMBLY CONTROL DEVICE WITH AUTOMATIC FLOW STRAINER DRAIN PAN 2-WAY VALVE NOTE: VERTICAL HEAT PUMPS ARE PIPED SIMILAR. PROVIDE SHEET METAL DRAIN PAN BELOW ALL HORIZONTAL AND VERTICAL UNITS. TYP. BALL VALVE NOTE:TAKE-OFFS TO COMEOFF TOP SIDE OF MAINPIPING. DO NOT TAKEOFF BOTTOM. CONNECT ROD THRU CLIP AND UNIT FURNISHED RUBBER VIBRATION ISOLATORS 3/8" DIA. ROD TYP. FOR EACH CORNER HYDRONIC UNIT TYP. ELECTRO- SUPPLY AIR (TYPICAL OF ALL UNITS) PITCH AWAY FROM UNIT 3/4" CONDENSATE DRAIN CONNECTION FLEXIBLE OF EACH UNIT JOISTS BRACING AS ANCHOR RODS TO ROOF REQ'D-ADJUST HEIGHT AS NECESSARY RETURN AIRRETURN PIPING HEAT PUMP HEAT PUMP FLEXIBLE HOSE W/ PIPE FITTINGS CONNECTION SIZE VARIES W/ UNIT. SEE SCHEDULE FLEXIBLE DUCT SUPPORT DETAILA FILTER RACK DETAILB DOWN-BLAST EXHAUST FAN INSTALLATION DETAILF SIDEWALL GRILLE CONNECTION DETAILC DRYER VENT THRU WALL DETAILD EXHAUST FAN WITH SOFFIT GRILLE DETAILH DRUM LOUVER INSTALLATION DETAILJ HEAT PUMP PIPING AND SUPPORT DETAILK TANK STAND CONSTRUCTION DETAILL DETAIL NOT USEDM DISHWASHER HOOD INSTALLATION DETAILN PUMP BASE DETAILO EXHAUST FAN WITH ROOF CAP DETAILG NO SCALE NO SCALE NO SCALE NO SCALE NO SCALENO SCALENO SCALENO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE LOUVER AS SPECIFIED ADJUSTABLE DRUM WITH DIFFUSER FACE PLATE SUPPLIED BOOT ALL AROUND LOUVER CONSTRUCT SHEET METAL 4-1/2"SPIRAL WOUND SHEET METAL SCREWS TO LOUVER BOOT WITH SECURE FACE PLATE SHEET METAL SCREWS TO ROUND DUCTWORK WITH SECURE LOUVER BOOT DUCTWORK. 16- 1 / 2 " 45° FOR EXACT LOCATION OF LOUVERS. REFER TO ARCHITECTURAL DRAWINGS DUCTWORK FOR LOUVER INSTALLATION. 32x16-1/2 OPENING IN ROUND UP-BLAST EAXHAUST FAN INSTALLATION DETAILE DAMPER BACK-DRAFT EXHAUST FANCEILING CABINET INSULATED SIZE) (SEE PLAN FOR EXHAUST DUCT. ROOF SG-1 ROOF SHINGLES AND SEAL WATERTIGHT FLASH INTO SHINGLES ROOF CAP (SLOPED ROOF) EXHAUST DUCT (SEE PLAN FOR SIZE) DAMPER BACK-DRAFT CEILING GRILLE CEILING EXHAUST FAN FAN ASSEMBLY CABINET INSULATED POWER EXHAUSTER BIRD SCREEN SECURE & CAULK TO CURB ROOFING BACKDRAFT DAMPEREXHAUST DUCT UP FROM BELOW, SIZE AS SHOWN ON PLANS FACTORY CURB TO MATCH ROOF SLOPE SPUN ALUMINUM UP-BLAST ROOF EXHAUSTER ROOFING EXHAUST DUCT UP FROM BELOW, SIZE AS SHOWN ON PLANS BACKDRAFT DAMPER SECURE & CAULK TO CURB FACTORY CURB TO MATCH ROOF SLOPE TANK SADDLE TYPICAL 4" I 7.7 TYPICAL 4"x4"x1/4" PLATE TYPICAL 2-1/2"Ø PIPE 1"Ø PIPE 1"Ø PIPE 8"x8"x1/2" PLATE TYPICAL NOTES: 1. ALL JOINTS TO BE WELDED AND FILED SMOOTH. 2. ADJUST HEIGHT OF TANK SUPPORT SO TOP OF EXPANSION TANK IS 6" BELOW CEILING. 3. PAINT WITH 2 COATS OF GREY PRIMER. 2-1/2"Ø PIPE TANK DIA. PLUS 12" 1/2 TANK LENGTH 4"BOLT LOCATIONS AS REQUIRED 4"x4" KOBFUND "ELASTO-RIB" RUBBER &CORK VIBRATION ISOLATOR, TYP. OFEACH CORNER. FLOOR 3000 psiCONCRETE 14 RUN OVERFLOW DRAIN LINE SEPARATEOF HEAT PUMP CONDENSATE DRAIN TOFLOOR SIN OR CONDENSATE RECEIVER. ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates DETAILS AND DIAGRAMSM3.3 BOILER FLUE DETAIL NO SCALEA TYPICAL MECHANICAL BUILDING SECTIONB OUTSIDE AIR UNIT VENTING DETAIL ECOOLING TOWER SUMP DETAILDPIPE SUPPORT DETAILC F NO SCALE CD-1300 10"Ø 18x12 RA IN CHASE18x12 SAHANG HEAT PUMP FROM STRUCTURE. SEE DETAIL A/M5.2 FOR SUPPORT SCALE: 1/4" = 1'-0" OUTSIDE AIR DUCT - SEE FLOOR PLAN FOR SIZES (2) 3/4" CD TO NEAREST RECEIVERCD-1300 10"Ø 18x12 SA RUN ALL PIPING NEAR CORRIDOR WALL AND SUPPORT FROM ROOF. SEE DETAIL C/M3.3 SG-1 M CD-1300 10"Ø 18x12 RA IN CHASE18x12 SAOUTSIDE AIR DUCT - SEE FLOOR PLAN FOR SIZES CD-1300 10"Ø 18x12 SA M PROVIDE DAMPERS AND ACCESS IN DUCT (SEE DETAIL F/M4.2) BALANCE EACH UNIT TO CFM SHOWN IN SCHEDULE ALL DAMPERS ARE TO BE ACCESSIBLE FROM MECHANICAL CORRIDOR. 1" CHANNEL (UNISTRUT PRIOR TO FIRE-PROOFING OF JOISTS. NO PIPING SUPPORTS ARE TO BE ATTACHED AFTER FIRE-PROOFING HAS BEEN DONE. ALL PIPING SUPPORTS ARE TO BE NSTALLED NOTE: HANGER RODS HOT WATER PIPING WITH "UNISTRUT" CLAMP OR EQUAL SECURE PIPING TO SUPPORTS 1-5/8" P-1001 OR EQUAL (TYPICAL) "UNISTRUT" CHANNEL COLD WATER PIPING HEATING PIPING HOT WATER INSULATION ON LINE WELD BOTH SIDES OR FEE & MASON) CEILING JOIST ROOF OR SUPPORT SPACING PIPE Ø MAX. SPAN* 1"7'-0" 1-1/2"9'-0" 2-1/2" 2" 11'-0" 10'-0" 6" 5" 4" 3" 17'-0" 16'-0" 14'-0" 12'-0" 8"19'-0" * MOUNT PIPE SUPPORTS AT MAXIMUM SPACING FOR THE SMALLEST PIPING INCLUDED IN SUPPORT RACK. WHERE SPECIFIED NO SCALE NO SCALE NO SCALE } 4"1'-0"EXHAUST PIPE 5"7-1/2" } SIDE VIEW 16-1/2"6"5" * FRONT VIEW 10" OUTSIDE AIR DUCT FURNACE EXHAUST PIPE NOTE: 5" Ø, 6" Ø AND 8" Ø PIPE TO BE 24 GA. OR HEAVIER GALVANIZED STEEL OR EQUIVALENT (SUPPLIED BY CONTR.) ALL JOINTS OF 5" Ø FLUE EXHAUST PIPE TO BE SEALED WITH HIGH TEMP. SILICONE RUBBER SEALANT SUPPLIED WITH KIT. COMBUSTION AIR PIPE CONCENTRIC ADAPTER COMBUSTION AIR PIPE ROOF FLASHING BY MECH. CONTR. COMBUSTION AIR INLET SEAL WITH HIGH TEMPERATURE SILICONE RUBBER SEALANT SUPPLIED WITH KIT. EXHAUST TERMINAL EXISTING ROOF FLASHING AND STORM COLLAR BY MECH. CONTR. SIZE ACCORDING TO EXPECTED SNOW DEPTH9-3/8"11"1'-0"* 1'-6" MIN.5'-0" MAX.THIMBLE ESCUTCHEON BE STATIONARY SUMP LID TO FLOOR SINK DRAIN. PIPE TO 1" OVERFLOW 18" HIGH FRAME ANGLE IRON MADE OF 2" TOWER RETURN 6" COOLING SIDE VIEW TOWER RETURN PIPING 6" COOLING STEEL TANK 1/4" THICK STAINLESS 3/4" AUTO BLOW- DOWN VALVE. PIPE TO FLOOR SINKM 18" 24"8'-0"END VIEW 9'-0" OPERATING FLOAT IN PVC PIPE 24"24"PIPING M 2x2x1/4 SUPPORT ANGLES ALL AROUND TANK DOORS TO BE HINGED (2) 30x30 ACCESS 12"3/4" CW MAKE-UP WATER PENETRATIONS PEDESTAL MOUNTED FLOAT SWITCH PIPE OUTSIDE TANK. (WELD TO TANK) 1" MAIN 6'-0" DRAIN METAL LADDER INSIDE TANK AND GUSSET PLATE TYPICAL HINGE HANDLE 1/8" STAINLESS STEEL MESH SCREEN WITH ANGLE IRON FRAME AROUND PUMP PIPING 6" TO CIRC. PUMPS RELIEF AIR DUCT - SEE FLOOR PLAN FOR SIZES TYPICAL ELECTRICAL CABLE TRAY TO MAIN RA DUCT MANUAL OUTSIDE AIR DAMPER.BALANCE OUTSIDE AIR AS INDICATEDON LARGE SCALE FLOOR PLANS ORSCHEDULE. OA FROM LOUVER 6x6 DUCT ACCESSDOOR WEATHER CAP EXHAUST OUTLET CAULK NON-HARDENING COLLAR STORM FLASHING 4" MIN. 2" MIN. CLEAR.4'-0" MIN.EXHAUST 6"Ø PVC1" MIN. INTAKE 6"Ø PVC FLASH INTO ROOF AND SEAL WATER TIGHT 4'-0" MIN. CAULK NON-HARDENING COLLAR STORM FLASHING OUTSIDE AIR DAMPER DETAILH NO SCALE FIRE DAMPER INSTALLATION DETAILSGNO SCALE TOP BLADE RIVETED TOFRAME INTERLOCKING STEEL BLADES 22GUAGE GALVANIZED. FUSIBLE LINK (REPLACABLE) 160°FSTANDARD (OTHERS AVAILABLE). BLADE SECTIONCOVER PLATE STUD WALL ROLL FORMED STEELFRAME 22 GUAGE GALV.FIRE RATED WALLOVERALL DAMPER HEIGHTDUCT OPENING HEIGHTDUCT HEIGHT LESS 1/4"100% FREE AREAROUND DUCTRECTANGULAR DUCT WITH GRILLE AIR FLOW GRILLE WITH REMOVABLE CORE WHERE ACCESS DOOR IN DUCT IS IMPRACTICAL 1- 2- FIRE PARTITION OPENING IN COMBUSTIBLECONSTRUCTION WILL REQUIRE A MIN. OF 5/8" GYPSUMBOARD OR EQUIVALENT NON-COMBUSTIBLE PROTECTIONBETWEEN SLEEVE & FRAME MEMBERS. ACCESS DOOR ALL FIRE DAMPERS SHALLBE U.L. LABELED ANDLISTED. 1 OR 2 HOUR FIREPARTITION. SLEEVE TOEXTEND 3"BEYOND WALL. 10 GAUGE ANGLE FRAME TO BE WELDED OR BOLTED TO ALLFOUR SIDES OF SLEEVE. ANGLE FRAME SHALL BE DESIGNEDTO LAP WALL OPENING NOT LESS THAN ONE INCH (1"). ROUGHOPENING IN MASONRY WALLS AND NET OPENING IN FRAMEWALLS SHOULD EXCEED NET O.D. OF THE DAMPER ASSEMBLYBY 1/8" FOR EACH FOOT OF WIDTH AND HEIGHT OF DAMPERASSEMBLY. DO NOT FASTEN SIDES OR TOP OF ANGLE FRAMETO WALL OR PARTITION. DAMPERS INTENDED FOR INSTALLATION INFIRE RATED PARTITIONS (NOT IN A DUCTPENETRATION) OR IN OPENINGS IN WALLSWHERE CODE REQUIRES PROTECTION OFOPENING BY CLASS "E" RETARDENTS,INDIVIDUAL DAMPERS SHALL NOT EXCEED 36"IN WIDTH & 48" IN HEIGHT. MAXIMUM WALLOPENING SHALL NOT EXCEED 108" IN WIDTH OR96" IN HEIGHT. NOTES: AIR FLOW ACCESS DOOR CEILING MEZZANINE FLOOR RG-7 18"Ø SA IN JOIST SPACEOF ROOM BEYOND 6BHP18x18 SAMOUNT RETURN AIR GRILLE ABOVE MEZZANINEMECHANICAL ACCESS FLOOR. (KEEP GRILLE ASLOW AS POSSIBLE.) COORDINATE WITHSTRUCTURE FOR ACTUAL LOCATION OF GRILLE.CONNECT TO HEAT PUMP WITH 18x16 DUCT. CONNECT 18x10 OUTSIDE AIR DUCT TO RETURN DUCT. PROVIDE MANUAL DAMPER AT EACH UNIT. REFER TO DETAIL H/M3.3 FOR INSTALLATION. BALANCE TO 1000 CFM MAXIMUM FOR EACH UNIT. MOUNT UNITS ONVIBRATION ISOLATORS 18x10 OA 6AHP18x18 SAM HDBEYOND WITHFIRE DAMPER 18"Ø SA IN JOIST SPACEOF ROOM BEYOND ROOF 18x18 RA RG-7 BEYOND WITHFIRE DAMPER 18x10 OA M HD 18x18 RA TYPICAL MECHANICAL BUILDING SECTION MECHANICAL SCHEDULESM3.4 BTU OUTPUT 1B SYM. SEPARATED COMBUSTION TYPE BTU INPUT 950,000 900,000 GROSS GROSS BOILER SCHEDULE PRESSURE WORKING 120/60/1 13 CHAR FLA SIZETYPE NAT.30 psi (2) 6"Ø FUEL FLUE REMARKSSIZE SIZE 2" 3" GAS PIPE COOLING TOWER SCHEDULE CT1 SYM. 24,717 CFM 2 HP 208/60/3 CHAR. 9.8' PD REMARKS 95°F 65°F EAT WB 85°F EWT GPM 75°F 380 LWT RSD-100 FIBERGLASS COOLING TOWER OA1 SYM.TYPE 5900 C.F.M.REMARKS OUTSIDE AIR UNIT SCHEDULE CHAR.H.P.SPE A.G.A. INPUT OUTPUT VENTLATEATSUP GAS TYPE PROVIDE STAINLESS STEEL EXTENSION FROM HOOD TO CEILING.MOUNT BOTTOM OF HOOD AT 6'-9" ABOVE FINISHED FLOOR OVER DISHWASHER, NO FILTERS OR FIRE DAMPERS REQUIRED.ECON-AIR MODEL 3624-VHB-G VAPOR HOOD COMPLETE WITH 18 GAUGE STAINLESS STEEL CONSTRUCTION AND PERIMETER GUTTER.DESCRIPTION: LENGTH 1KH SYM. 3'-0"3'-0" WIDTH LIGHTS KITCHEN HOOD UNIT SCHEDULE 2'-0"WALL MTD HEIGHT TYPE 1000 EF1 EXHCFM FANSYM DUCTEXIT NA MAKE-UPCFM HEATERSYM 12x12 NO NO SYST.FIRE EXTRACTION NA NO CHAR GREASE 85# WEIGHT CP1 BASE MOUNTED SYM. CIRCULATING PUMP SCHEDULE G.P.M.TYPE 380 HEAD 90' 15 H.P. 208/60/3 CHAR 1750 HEAT PUMP CIRCULATING RPM REMARKS MANUFACTURER & MODEL NO. B&G SERIES 1510 SIZE 3E WITH VFD HEATING WATER SOURCE HEAT PUMP SCHEDULE LATSYM. 1HP CONFIGURATION OAC.F.M. H.P.CHAR.S.P.E.BTU EAT COOLING LATLWTMIN. COP EWT BTU EAT LWTMIN. EER EWT PIPESIZEGPM PD REMARKSMCA 2HP 3HP 4AHP 6AHP 7HP 8HP 9HP 10HP 11HP 12HP 13HP 14HP 15HP 16HP 17HP 18HP 19HP 20HP 21HP 22HP 23HP 24HP 25HP 26HP 27HP 28HP 29HP 30HP 31HP 32HP 33HP 34HP 35HP 36HP TOP SUPPLY LEFT RETURN 100°F1950 700 1 .50" 208/60/3 30.4 73,800 65°F 55°F68°F 58°F 57,900 75°F 77°F 87°F 13.5'8.7 1"TRANE MODEL GEHB060 WITH HOSE KIT WEIGHT 450# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 96°F1000 200 1/2 .50" 208/60/3 11.7 33,500 65°F 55°F68°F 58°F 28,100 75°F 77°F 87°F 14.5'6.9 3/4"TRANE MODEL GEHB030 WITH HOSE KIT 300# 96°F400 100 1/2 .50" 208/60/1 7.0 13,500 65°F 55°F68°F 58°F 12,200 75°F 77°F 87°F 8.3'3.5 3/4"TRANE MODEL GEHB012 WITH HOSE KIT 175# 100 98°F1000 100 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# LEFT RETURN LEFT SUPPLY RIGHT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY 1000 99°F22,200 65°F 19,500 8.2'4.4 3/4" TRANE MODEL GEHB018 WITH HOSE KIT55°F68°F 58°F 75°F 77°F 87°F6001/3 .55" 208/60/1 11.6 250# RIGHT RETURN BACK SUPPLY 100°F1950 1 .50" 208/60/3 30.4 73,800 65°F 55°F68°F 58°F 57,900 75°F 77°F 87°F 13.5'8.7 1"TRANE MODEL GEVB060 WITH HOSE KIT 450# 101°F31,100 65°F 55°F68°F 58°F 25,200 75°F 77°F 87°F 8.8'5.8 3/4"TRANE MODEL GEHB024 WITH HOSE KIT800 100 1/3 .50" 208/60/1 15.7 250# 99°F22,200 65°F 19,500 8.2'4.4 3/4"TRANE MODEL GEHB018 WITH HOSE KIT55°F68°F 58°F 75°F 77°F 87°F450 100 1/3 .50" 208/60/1 11.6 250# 99°F22,200 65°F 19,500 8.2'4.4 3/4"TRANE MODEL GEHB018 WITH HOSE KIT55°F68°F 58°F 75°F 77°F 87°F460 50 1/3 .50" 208/60/1 11.6 250# 99°F22,200 65°F 19,500 8.2'4.4 3/4"TRANE MODEL GEHB018 WITH HOSE KIT55°F68°F 58°F 75°F 77°F 87°F660 150 1/3 .55" 208/60/1 11.6 250# LEFT RETURN LEFT SUPPLY LEFT RETURN BACK SUPPLY RIGHT RETURN RIGHT SUPPLY RIGHT RETURN BACK SUPPLY 99°F22,200 65°F 19,500 8.2'4.4 3/4" TRANE MODEL GEHB018 WITH HOSE KIT55°F68°F 58°F 75°F 77°F 87°F450 50 1/3 .55" 208/60/1 11.6 250# RIGHT RETURN BACK SUPPLY PACKAGED HEAT 4775 SA 5.8" 208/60/3 --- --- 0°F 40°F --- --- ---PENNBARRY MODEL M62RECOVERY UNIT 3750 SA 5.8" 208/60/3 --- --- 0°F 40°F --- --- --- OA2 OA3 PENNBARRY MODEL M46 WEIGHT 1200# 900# COOLING TOWER CIRCULATING 208/60/3 1750 208/60/3 1750 208/60/3 1750 HEAT PUMP CIRCULATING COOLING TOWER CIRCULATING CP2 BASE MOUNTED CP3 BASE MOUNTED CP4 BASE MOUNTED NA TOP SUPPLY RIGHT RETURN 100°F1960 1200 1 .50" 208/60/3 30.4 73,800 65°F 55°F68°F 58°F 57,900 75°F 77°F 87°F 13.5'8.7 1"TRANE MODEL GEVB060 WITH HOSE KIT 450# 100°F1980 300 1 .50" 208/60/3 30.4 73,800 65°F 55°F68°F 58°F 57,900 75°F 77°F 87°F 13.5'8.7 1"TRANE MODEL GEVB060 WITH HOSE KIT 450# 101°F31,100 65°F 55°F4.8 68°F 58°F 25,200 75°F 13.0 77°F 87°F 8.8'5.8 3/4"TRANE MODEL GEHB024 WITH HOSE KIT800 50 1/3 .50" 208/60/1 15.7 250#RIGHT RETURN RIGHT SUPPLY TOP SUPPLY LEFT RETURN TOP SUPPLY LEFT RETURN TOP SUPPLY RIGHT RETURN 4BHP 5AHP 5BHP 100°F1960 1200 1 .50" 208/60/3 30.4 73,800 65°F 55°F68°F 58°F 57,900 75°F 77°F 87°F 13.5'8.7 1"TRANE MODEL GEVB060 WITH HOSE KIT 450# CANOPY 380 90' 15 B&G SERIES 1510 SIZE 3E WITH VFD 190 40' 3 B&G SERIES 1510 SIZE 2-1/2 AB 190 40' 3 B&G SERIES 1510 SIZE 2-1/2 AB CONDENSING BOILER 2B SEPARATED COMBUSTION 950,000 900,000 120/60/1 13 NAT.30 psi (2) 6"Ø 2" 3"CONDENSING BOILER WEIGHT 3000# 98°F1600 225 1 .45" 208/60/3 22.9 57,000 65°F 55°F68°F 58°F 47,300 75°F 77°F 87°F 10.0'8.7 1"TRANE MODEL GEHB048 WITH HOSE KIT 450# 98°F1600 250 1 .45" 208/60/3 22.9 57,000 65°F 55°F68°F 58°F 47,300 75°F 77°F 87°F 10.0'8.7 1"TRANE MODEL GEHB048 WITH HOSE KIT 450# 98°F1600 600 1 .45" 208/60/3 22.9 57,000 65°F 55°F68°F 58°F 47,300 75°F 77°F 87°F 10.0'8.7 1"TRANE MODEL GEVB048 WITH HOSE KIT 450# 98°F1500 250 1 .45" 208/60/3 22.9 57,000 65°F 55°F68°F 58°F 47,300 75°F 77°F 87°F 10.0'8.7 1"TRANE MODEL GEHB048 WITH HOSE KIT 450# 100°F1960 1000 1 .50" 208/60/3 30.4 73,800 65°F 55°F68°F 58°F 57,900 75°F 77°F 87°F 13.5'8.7 1"TRANE MODEL GEVB060 WITH HOSE KIT 450# 100°F1960 1200 1 .50" 208/60/3 30.4 73,800 65°F 55°F68°F 58°F 57,900 75°F 77°F 87°F 13.5'8.7 1"TRANE MODEL GEVB060 WITH HOSE KIT 450# 99°F22,200 65°F 19,500 8.2'4.4 3/4"TRANE MODEL GEHB018 WITH HOSE KIT55°F68°F 58°F 75°F 77°F 87°F600 100 1/3 .55" 208/60/1 11.6 250# 600 TRANE MODEL GEHB024 WITH HOSE KIT 250#101°F31,100 65°F 55°F68°F 58°F 25,200 75°F 77°F 87°F 8.8'5.8 3/4"800 1/3 .50" 208/60/1 15.7 2425 EA 3600 EAPACKAGED HEAT RECOVERY UNIT OA4 3.5" 208/60/3 400,000 324,000 0°F 50°F 3/4" (2) 6"Ø NAT.REZNOR MODEL SCE-400 600# 1 1 2 UNIT DESIGNED FOR ALTERNATE #1 CONDITIONS. BALANCE TO 2750 SA AND 2600 EA FOR BASE BID CONDITIONS. 1 HX 1 SYM. TYPE REMARKS HEAT EXCHANGER SCHEDULE GPMEWT HEAT PUMP SIDE LWT PD EWT PDCOOLING TOWER SIDEGPMLWT CONNECTION SIZE PLATE TYPE 87°F 77°F 370 10 psi 75°F 85°F 270 10 psi 6" B&G SERIES GPX OR SIMILAR RIGHT RETURN RIGHT SUPPLY RIGHT RETURN LEFT SUPPLY RIGHT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 37HP TOP SUPPLY LEFT RETURN 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# ELECTRIC HEATER SCHEDULE EH5 SYM.TYPE RECESSED CEILING MTD 6824 BTU 2 KW 208/60/1 CHAR CONTROL INTEGRAL REMARKS QMARK MODEL EEF-4008 WITH RECESSED MOUNTINGFRAME AND INTEGRAL THERMOSTAT. ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates 38HP 39HP 40HP 41HP 42HP 43HP 44HP 45HP 46HP 47HP 96°F1000 200 1/2 .50" 208/60/3 11.7 33,500 65°F 55°F68°F 58°F 28,100 75°F 77°F 87°F 14.5'6.9 3/4"TRANE MODEL GEHB030 WITH HOSE KIT 300# RIGHT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY 98°F1500 250 1 .45" 208/60/3 22.9 57,000 65°F 55°F68°F 58°F 47,300 75°F 77°F 87°F 10.0'8.7 1"TRANE MODEL GEHB048 WITH HOSE KIT 450# LEFT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY LEFT RETURN BACK SUPPLY 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# RIGHT RETURN BACK SUPPLY LEFT RETURN LEFT SUPPLY LEFT RETURN LEFT SUPPLY LEFT RETURN LEFT SUPPLY RIGHT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY RIGHT RETURN BACK SUPPLY 6BHP 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 98°F1200 250 1/2 .50" 208/60/3 16.6 43,200 65°F 55°F68°F 58°F 36,200 75°F 77°F 87°F 10.0'8.7 3/4"TRANE MODEL GEHB036 WITH HOSE KIT 300# 99°F22,200 65°F 19,500 8.2'4.4 3/4"TRANE MODEL GEHB018 WITH HOSE KIT55°F68°F 58°F 75°F 77°F 87°F600 100 1/3 .55" 208/60/1 11.6 250# 98°F1600 225 1 .45" 208/60/3 22.9 57,000 65°F 55°F68°F 58°F 47,300 75°F 77°F 87°F 10.0'8.7 1"TRANE MODEL GEHB048 WITH HOSE KIT 450# 98°F1600 225 1 .45" 208/60/3 22.9 57,000 65°F 55°F68°F 58°F 47,300 75°F 77°F 87°F 10.0'8.7 1"TRANE MODEL GEHB048 WITH HOSE KIT 450# TOP SUPPLY RIGHT RETURN TOP SUPPLY LEFT RETURN LEFT RETURN RIGHT SUPPLY 100°F.50" 208/60/3 30.4 73,800 65°F 55°F68°F 58°F 57,900 75°F 77°F 87°F 13.5'8.7 1"TRANE MODEL GEVB060 WITH HOSE KIT 450#1960 1200 1 99°F22,200 65°F 19,500 8.2'4.4 3/4"TRANE MODEL GEHB018 WITH HOSE KIT55°F68°F 58°F 75°F 77°F 87°F600 50 1/3 .55" 208/60/1 11.6 250# EH1 EH3 2 208/60/1 INTEGRAL 2 208/60/1 INTEGRAL EH2 EH4 INDIRECT SEALED COMBUSTION 3150 SA 5.8" 208/60/3 --- --- 0°F 40°F --- --- ---PENNBARRY MODEL M46 900#3150 EAPACKAGED HEAT RECOVERY UNIT 1 EH6 HORIZONTAL UNIT HEATER 17,105 5 208/60/3 T-STAT ON UNIT QMARK MODEL MUH05-81 WITH WALL MOUNTING BRACKET AND THERMOSTATMOUNTED ON UNIT. (REFER TO SHEET P4.2 FOR LOCATION OF UNIT.) 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 4.8 13.0 FC1A 700-900 FAN COIL SPLIT SYSTEM A/C UNIT SCHEDULE 1 208/60/1MITSUBISHI MODEL PKA-A30KA7 WITHCONDENSATE PUMP36,000 REFRIG. LINES LIQUID SUCTION FC1B 36,000 17 CHARSEERBTUSYM.MCABTUCFMSYM. OUTDOOR UNITINDOOR UNIT 208/60/1 CHAR MITSUBISHI PUYA36NHA7 WITH LOWAMBIENT 'HARD-START' KIT MANUFACTURER 3/8" 5/8"25 MCA RECESSED CEILING MTD 6824 RECESSED CEILING MTD 6824 QMARK MODEL EEF-4008 WITH RECESSED MOUNTINGFRAME AND INTEGRAL THERMOSTAT. QMARK MODEL EEF-4008 WITH RECESSED MOUNTINGFRAME AND INTEGRAL THERMOSTAT. AERCO BMK1000 COMPLETE WITH CONDENSATENEUTRALIZER AND BOILER CIRCULATING PUMP. 1 PROVIDE MOTORIZED INTAKE AIR DAMPER, LOW AMBIENT CONTROL KIT, AND VFD MOUNTED ON UNIT. CONTROL WITH CO2 SENSOR LOCATED IN ZONE. 2 AERCO BMK1000 COMPLETE WITH CONDENSATENEUTRALIZER AND BOILER CIRCULATING PUMP. 208/60/3 1750 BOILER CIRCULATING PUMP CP5 IN-LINE 100 20' 1 B&G SERIES 80 SIZE 2-1/2 x 2-1/2 x 7 208/60/3 1750 BOILER CIRCULATING PUMP CP6 IN-LINE 100 20' 1 B&G SERIES 80 SIZE 2-1/2 x 2-1/2 x 7 1 1 1 1 1 BID UNIT UNDER ALTERNATE #1 CONDITIONS. 2 BID UNIT UNDER ALTERNATE #2 CONDITIONS. 2 MECHANICAL SCHEDULESM3.5 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates SYM.SQ. FT. AREAAREA SERVED VENTILATION AIR REQUIREMENTS REMARKS1000 SQ. FT. OCCUPANCY / OCC. DEFAULT PER PERSON REQ'D CFM REQUIRED TOTAL CFM ACTUAL MIN. COUNT FIXTURE SQ. FT. CFM PER CFM PROVIDED HP-11 HP-8 HP-2 HP-1 HP-10 HP-4A HP-3 HP-6A HP-5A HP-7 HP-21 HP-19 HP-13 HP-12 HP-18 HP-16 HP-14 HP-17 HP-15 HP-20 HP-31 HP-29 HP-23 HP-22 HP-28 HP-24 HP-25 HP-27 HP-26 HP-30 HP-40 HP-38 HP-33 HP-32 HP-37 HP-35 HP-34 HP-36 HP-46 HP-39 HP-43 HP-41 HP-42 HP-47 HP-44 HP-45 35 34 5 ---.06 250CLASSROOM BA2 964 35 32 5 ---.06 250CLASSROOM BA1 917 35 33 5 ---.06 250CLASSROOM 123 959 35 34 5 ---.06 250CLASSROOM 122 876 35 32 5 ---.06 250CLASSROOM 121 914 35 32 5 ---.06 250CLASSROOM 119 917 25 45 10 ---.12 700MEDIA CENTER 193 1809 35 31 5 ---.06 250CLASSROOM 118 873 35 34 5 ---.06 250CLASSROOM 116 961 170 +58 (SF)TOTAL REQUIRED = 228 CFM 160 +55 (SF)TOTAL REQUIRED = 215 CFM 165 +58 (SF)TOTAL REQUIRED = 223 CFM 170 +53 (SF)TOTAL REQUIRED = 223 CFM 160 +55 (SF)TOTAL REQUIRED = 215 CFM 160 + 55 (SF) TOTAL REQUIRED = 207 CFM 450 +217 (SF)TOTAL REQUIRED = 667 CFM 170 + 52 (SF) TOTAL REQUIRED = 228 CFM 15 + 58 (SF) TOTAL REQUIRED = 215 CFM 35 33 5 ---.06 250CLASSROOM 115 932 165 +56 (SF)TOTAL REQUIRED = 221 CFM 35 34 5 ---.06 250CLASSROOM 113 964 170 +58 (SF)TOTAL REQUIRED = 228 CFM 35 34 5 ---.06 250CLASSROOM 111 963 170 +58 (SF)TOTAL REQUIRED = 228 CFM 35 33 5 ---.06 250CLASSROOM 110 930 165 +56 (SF)TOTAL REQUIRED = 221 CFM 35 27 5 ---.06 200CLASSROOM 109 768 135 +46 (SF)TOTAL REQUIRED = 181 CFM 35 11 5 1 .06 100SPEECH 107 & TR 108 312 55 +19 (SF)TOTAL REQUIRED = 74 CFM 35 10 5 0 .06 100ESL 106 285 50 +17 (SF)TOTAL REQUIRED = 67 CFM 35 29 5 ---.06 200RESOURCE 'A' 103 814 145 +49 (SF)TOTAL REQUIRED = 194 CFM ------ --- ---.06 100ENTRY 101 774 0 +47 (SF)TOTAL REQUIRED = 47 CFM 35 34 5 ---.06 250STEAM ROOM 184 965 170 +58 (SF)TOTAL REQUIRED = 228 CFM 25 16 5 1 .06 150WORK ROOM 189 618 80 +37 (SF)TOTAL REQUIRED = 117 CFM TOILET ROOMS 190-191 ------ --- ---.06 50MECH / ELECT 152 830 0 +50 (SF)TOTAL REQUIRED = 50 CFM ------ --- ---.06 50STORAGE 153 724 0 +43 (SF)TOTAL REQUIRED = 43 CFM 20 23 7.5 ---.12 1000KITCHEN 147 1158 150 +139 (SF)TOTAL REQUIRED = 289 CFM 100 238 7.5 ---.18 2400CAFETERIA 144 2385 1785 +429 (SF)TOTAL REQUIRED = 2214 CFM 100 286 7.5 ---.06 2400GYMNASIUM 155 2862 2145 +171 (SF)TOTAL REQUIRED = 2316 CFM 100 238 7.5 ---.06 2000OVERFLOW 159 2385 1785 +143 (SF)TOTAL REQUIRED = 1928 CFM ------ --- ---.06 100CORRIDOR 165 1248 0 +75 (SF)TOTAL REQUIRED = 75 CFM 25 28 5 1 .06 225KINDERGARTEN 161 1123 140 +67 (SF)TOTAL REQUIRED = 207 CFM HP-9 25 28 5 1 .06 225KINDERGARTEN BA7 1134 140 +68 (SF)TOTAL REQUIRED = 208 CFM 25 28 5 1 .06 225KINDERGARTEN 164 1136 140 +68 (SF)TOTAL REQUIRED = 208 CFM ------ ---12 ---600 *TOILET ROOM 167-169 289 840 +0 (SF)TOTAL REQUIRED = 840 CFM ------ ---11 ---600 *289 770 +0 (SF)TOTAL REQUIRED = 770 CFM 5 2 5 ---.06 50TESTING RMS 141-142 333 10 +20 (SF)TOTAL REQUIRED = 30 CFM 10 5 5 1 .06 100BREAK ROOM 173 436 25 +26 (SF)TOTAL REQUIRED = 70 CFM 5 5 5 ---.06 100WORK ROOM 176 533 25 +32 (SF)TOTAL REQUIRED = 57 CFM 35 36 5 ---.06 250CLASSROOM 139 1028 180 +62 (SF)TOTAL REQUIRED = 242 CFM 5 2 5 ---.06 50PRINCIPAL 178 306 10 +18 (SF)TOTAL REQUIRED = 28 CFM 5 3 5 ---.06 100RECEPTION 180 541 15 +32 (SF)TOTAL REQUIRED = 47 CFM 35 30 5 ---.06 250CLASSROOM 137 872 150 +52 (SF)TOTAL REQUIRED = 202 CFM 35 30 5 ---.06 250CLASSROOM 135 868 150 +52 (SF)TOTAL REQUIRED = 202 CFM 35 30 5 ---.06 250CLASSROOM 130 874 150 +52 (SF)TOTAL REQUIRED = 202 CFM 35 31 5 ---.06 250CLASSROOM 129 903 155 +54 (SF)TOTAL REQUIRED = 209 CFM 35 31 5 ---.06 250CLASSROOM 127 892 155 +53 (SF)TOTAL REQUIRED = 208 CFM 35 31 5 ---.06 250CLASSROOM 126 890 155 +53 (SF)TOTAL REQUIRED = 208 CFM 35 33 5 ---.06 250CLASSROOM 125 960 165 +58 (SF)TOTAL REQUIRED = 223 CFM 35 32 5 ---.06 250CLASSROOM BA6 919 160 +55 (SF)TOTAL REQUIRED = 215 CFM 35 34 5 ---.06 250CLASSROOM BA4 963 170 +58 (SF)TOTAL REQUIRED = 228 CFM O.A. UNIT 1OA 2OA 3OA 4OA BUILDING AIR BALANCE FOR OUTSIDE AIR SYSTEM #1: TOTAL OUTSIDE AIR INTO BUILDING = 8300 CFM TOTAL RELIEF AIR FROM BUILDING = 4800 CFM TOTAL EXHAUST AIR FROM BUILDING = 3600 CFM BUILDING ZONE PRESSURE = (-100 CFM) S.P.E. 1EF SYM.TYPE C.F.M. EXHAUST FAN SCHEDULE CONTROLCHAR.AMPS R.P.M.REMARKS THROW CD-1 SYM. 12 x 12 SIZE GRILLE AND REGISTER SCHEDULE BRANCHCONSTR. 200- CFM STEEL FINISH WHITE 10"Ø DUCT NO F.D. NO O.B.REMARKS PRICE MODEL SMD IN 24x24 LAY-IN MODULE 2EF 3EF 4EF 5EF 6EF 7EF 8EF 9EF 10EF 11EF 12EF 13EF 14EF 15EF 16EF CD-2 CD-3 CD-4 CD-5 OL-1 RG-1 RG-2 RG-3 RG-4 RG-5 RG-6 RG-7 RG-8 SG-1 CENTRIFUGAL UP-BLAST 1000 1/4 HP.25" 120/60/1 750 WITH HOOD PENNBARRY MODEL FX12BH 'FUMEX' WITH BACK-DRAFT DAMPER. MOUNT ON ROOF CURB CEILING MOUNTED 100 1.4.38" 120/60/1 1550 WITH LIGHTS PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 6"Ø DUCT UP TO SHARED ROOF CAP CEILING MOUNTED 100 1.4.38" 120/60/1 1150 WITH LIGHTS CEILING MOUNTED 100 1.4.38" 120/60/1 1150 WITH LIGHTS PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT OUT TO SOFFIT GRILLE VENT SET 600 10.8.50" 120/60/1 1176 DDC SYSTEM CEILING MOUNTED 100 1.0.25" 120/60/1 1050 WITH LIGHTS PENN-BARRY MODEL Z8S 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT OUT TO SOFFIT GRILLE CEILING MOUNTED 120 1.4.38" 120/60/1 1150 WITH LIGHTS PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT UP TO ROOF CAP CEILING MOUNTED 100 1.4.38" 120/60/1 1150 WITH LIGHTS PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT UP TO ROOF CAP CEILING MOUNTED 100 1.4.38" 120/60/1 1150 WITH LIGHTS CEILING MOUNTED 100 1.4.38" 120/60/1 1150 WALL TIMER PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT UP TO ROOF CAP CEILING MOUNTED 100 1.4.38" 120/60/1 1150 WALL TIMER PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT UP TO ROOF CAP CEILING MOUNTED 230 1.0.25" 120/60/1 1050 WALL TIMER PENN-BARRY MODEL Z8S 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT OUT TO SOFFIT GRILLE VENT SET 600 10.8.50" 120/60/1 1176 DDC SYSTEM PENNBARRY MODEL D10 'DYNAMO' WITH BACK-DRAFTDAMPER AND VIBRATION ISOLTORS. CEILING MOUNTED 100 1.4.38" 120/60/1 1150 WITH LIGHTS PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT OUT TO SOFFIT GRILLE 9 x 9 50-STEEL WHITE 8"Ø NO NO PRICE MODEL SMD WITH BEVELED FRAME 450 200- 9 x 9 50-STEEL WHITE 8"Ø NO NO200 18 x 36 800-STEEL WHITE 18 x 12 NO NO PRICE MODEL 535-S WITH NARROW FRAME1300N.A. 24 x 48 1000-STEEL WHITE 24 x 12 NO NO PRICE MODEL 535-S WITH NARROW FRAME2000N.A. 12 x 24 50-STEEL WHITE 12 x 10 NO NO PRICE MODEL 535-S WITH NARROW FRAME600N.A. 12 x 12 50-STEEL WHITE 12 x 10 NO NO PRICE MODEL 535 IN 24x24 LAY-IN MODULE400N.A. 18 x 18 400-STEEL WHITE 18 x 10 NO NO PRICE MODEL 535 IN 24x24 LAY-IN MODULE800N.A. 12 x 12 50-ALUM SEE PLAN NO NO PRICE SERIES 10A500N.A.MATCHSOFFIT 9 x 9 50-STEEL WHITE 8"Ø NO NO200-PRICE MODEL SMD IN 24x24 LAY-IN MODULE 16 x 10 50-STEEL WHITE 14 x 10 NO NO PRICE MODEL 535500N.A. 36 x 18 1000-STEEL WHITE 36 x 18 NO NO PRICE 90 SERIES HEAVY DUTY GRILLE2000N.A. SR-2 16 x 10 100-STEEL WHITE 16 x 10 NO NO PRICE SERIES 520 WITH NARROW FRAME500N.A. PRICE MODEL SMD WITH BEVELED FRAME12 x 12 200-STEEL WHITE IN DUCT NO NO450 CEILING MOUNTED 100 1.4.38" 120/60/1 1150 WITH LIGHTS PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT OUT TO SOFFIT GRILLE PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT UP TO ROOF CAP 17EF ROOF TOP CENTRIFUGAL 2000 1/2 HP.25"120/60/1 574 INTERLOCK PENN-BARRY MODEL DX16R WITH BACK-DRAFTDAMPER AND ROOF CURB 17EF ROOF TOP CENTRIFUGAL 2000 1/2 HP.25"120/60/1 574 WITH OA-2 PENN-BARRY MODEL DX16R WITH BACK-DRAFTDAMPER AND ROOF CURBINTERLOCK WITH OA-1 SR-1 24 x 6 300-STEEL WHITE IN DUCT NO YES PRICE SERIES HCDID (DRUM LOUVER)400N.A. 24 x 14 400-STEEL WHITE 24 x 14 NO NO850N.A.PRICE MODEL 535 (SIDEWALL) ER-1 ER-2 24 x 24 1000-STEEL 20 x 20 NO NO PRICE MODEL 535 (CEILING)2400N.A. 12 x 12 50-STEEL WHITE 12 x 12 NO NO500N.A.PRICE MODEL 535 (CEILING) WHITE 48 x 36 3000-ALUM 48 x 36 NO NO AMERICAN WARMING LE-31 WITH DRAINABLEBLADES AND BIRD SCREEN4500N.A.ALUM OL-2 24 x 24 800-ALUM 24 x 24 NO NO AMERICAN WARMING LE-31 WITH DRAINABLE BLADES ANDBIRD SCREEN. LOUVER LOCATED IN FIRE PUMP BUILDING.SEE SHEET P4.2.1400N.A.ALUM BUILDING AIR BALANCE FOR OUTSIDE AIR SYSTEM #2: * TOILET ROOM EXHAUST OF 600 CFM INCLUDED IN OUTSIDE AIR CALCULATIONS. TOTAL OUTSIDE AIR INTO BUILDING = 4775 CFM TOTAL RELIEF AIR FROM BUILDING = 2425 CFM TOTAL EXHAUST AIR FROM BUILDING = 2720 CFM BUILDING ZONE PRESSURE = (-370 CFM) BUILDING AIR BALANCE FOR OUTSIDE AIR SYSTEM #3: *TOILET ROOM EXHAUST OF 600 CFM INCLUDED IN OUTSIDE AIR CALCULATIONS. TOTAL OUTSIDE AIR INTO BUILDING = 3750 CFM TOTAL RELIEF AIR FROM BUILDING = 3600 CFM TOTAL EXHAUST AIR FROM BUILDING = 230 CFM BUILDING ZONE PRESSURE = (- 80 CFM) BUILDING AIR BALANCE FOR OUTSIDE AIR SYSTEM #4: TOTAL OUTSIDE AIR INTO BUILDING = 3150 CFM TOTAL RELIEF AIR FROM BUILDING = 3150 CFM TOTAL EXHAUST AIR FROM BUILDING = 100 CFM BUILDING ZONE PRESSURE = (- 100 CFM) 18EF 19EF 20EF 21EF CEILING MOUNTED 100 1.4.38"120/60/1 1150 WITH LIGHTS PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT OUT TO SOFFIT GRILLE CEILING MOUNTED 100 1.4.38"120/60/1 1150 WITH LIGHTS PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 10x6 DUCT OUT TO SOFFIT GRILLE ROOF TOP CENTRIFUGAL 2400 1/2 HP.25"120/60/1 688 PENN-BARRY MODEL DX16Q1 WITH BACK-DRAFTDAMPER AND ROOF CURBINTERLOCKWITH OA-1 HP-4B HP-6B HP-5B 160 + RG-9 12 x 12 50-STEEL WHITE 12 x 10 NO NO PRICE MODEL 535400N.A. PENNBARRY MODEL D10 'DYNAMO' WITH BACK-DRAFTDAMPER AND VIBRATION ISOLTORS. PRICE MODEL SMD IN 24x24 LAY-IN MODULE 20 20 20 25 25 25 25 25 25 20 25 25 30 20 30 25 25 25 --- --- 25 MAX. NC PENN-BARRY MODEL Z6H 'ZEPHYR' WITH BACK-DRAFTDAMPER AND 6"Ø DUCT UP TO SHARED ROOF CAP FUTURE KITCHEN HOOD EXHAUST FAN FUTURE KITCHEN HOOD EXHAUST FAN CONDENSATE DRAIN LINE COOLING TOWER RETURN PIPING COOLING TOWER SUPPLY PIPING HEAT PUMP RETURN PIPING HEAT PUMP SUPPLY PIPING SUPPLY AIR REMOTE SENSOR EQUIPMENT SYMBOL PLAN NOTE RELIEF AIR DUCT OUTSIDE AIR RETURN AIR FC1 S 1 RELIEF SA OA RA CD CTR CTS HPR HPS INSULATED FLEXIBLE DUCT ROUND SPIRAL DUCTWORK ROOF TOP EXHAUST FAN (SUPPLY AIR) VERTICAL HEAT PUMP UNIT CEILING DIFFUSER DUCTWORK WITH FIRE DAMPER AND ACCESS ROUND BRANCH DUCT WITH HAND DAMPER RECTANGULAR SUPPLY AND RETURN AIR DUCT TAKE-OFF DIRECTION OF FLOW INDICATOR TURNING VANES DUCT TRANSITION HAND DAMPERHD FD GATE VALVE BALL VALVE CIRCUIT SETTER CHECK VALVE SIDEWALL REGISTER (RETURN AIR) SIDEWALL GRILLE EXTERIOR INSULATION EXHAUST GRILLE RETURN AIR OR PIPE DROP PIPE RISE MOTORIZED DAMPER SMOKE & FIRE DAMPERSF M EXHAUST FANCEILING MOUNTED ELECTRIC WALL HEATER DESCRIPTIONSYMBOL MECHANICAL LEGEND OR DIVERTING VALVE MOTORIZED 3 WAY MIXING 2 POSITION MOTORIZED VALVE STRAINER ABOVE FINISHED FLOORAFF VARIABLE FREQUENCY DRIVEVFD HORIZONTAL HEAT PUMP UNIT GAS LINE PRESSURE REGULATORALTERNATE BID #1ALTERNATE BID #2** SYSTEM SIZED FOR ALTERNATE #1 CONDITIONS. UNDER BASE BID, REDUCE OUTSIDE AIR TO 2750 CFM AND RELIEF AIR TO 2600 CFM (-80 CFM ZONE PRESSURE) ** SYSTEM SIZED FOR ALTERNATE #2 CONDITIONS. UNDER BASE BID, REDUCE OUTSIDE AIR TO 4550 CFM AND RELIEF AIR TO 2200 CFM (-370 CFM ZONE PRESSURE) P0.1 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates PLUMBING FOUNDATION PLAN -CAFETERIA & GYMNASIUM1 GRADE 6" WASTE PIPING MAIN LINE AT 1/8" SLOPE PER FOOT.REFER TO INVERT ELEVATIONS CALLED OUT ON PLAN FORSIGHTING IN WASTE LINES. GRADE 4" OR SMALLER WASTE PIPING AT 1/4" SLOPE PER FOOT.WASTE PIPING TO BE KEPT AS DEEP AS POSSIBLE TO CONNECTTO 6" MAIN LINE. REFER TO INVERT ELEVATIONS CALLED OUT ONPLAN FOR SIGHTING IN WASTE LINES. PROVIDE AND INSTALL AMCOR 1500 GALLON PRE-FAB CONCRETEGREASE INTERCEPTOR (OR EQUAL) WITH SEPARATED TANK.REFER TO DETAIL L/P3.1 FOR TYPICAL INTERCEPTORINSTALLATION. RISE 6" FIRE WATER LINE UP THRU FLOOR AND CONNECT TOFIRE RISER AND ALARM VALVE. REFER TO DETAIL G/P4.2 FORTYPICAL FIRE RISER INSTALLATION. RISE 3" DOMESTIC COLD WATER LINE UP THRU FLOOR OFMECHANICAL ROOM. PROVIDE SHUT-OFF VALVE AT 6" ABOVEFLOOR. 3" LINE TO RISE UP TO MEZZANINE LEVEL AND CONNECTTO (5) PRESSURE TANKS. REFER TO LARGE SCALE PLANS ONSHEET P2.1 FOR CONTINUATION. 4" WASTE LINE DOWN FROM FLOOR SINK ON UPPER LEVEL.PROVIDE CLEANOUT IN VERTICAL PIPING AT 12" ABOVE MAINLEVEL FLOOR. REFER TO LARGE SCALE PLAN ON SHEET P2.1 FORFLOOR SINK LOCATIONS. ROOF DRAIN LINE DOWN FROM ABOVE. REFER TO SHEET P1.1AND LARGE SCALE PLANS ON SHEET P2.1 FOR CONTINUATION OFPIPING ABOVE FLOOR. PROVIDE CLEANOUT IN VERTICAL PIPINGAT 12" ABOVE MAIN LEVEL FLOOR. 4" ROOF DRAIN LINE DOWN FROM ABOVE. REFER TO SHEET P1.1AND LARGE SCALE PLANS ON SHEET P1.1 FOR CONTINUATION OFPIPING ABOVE FLOOR. PROVIDE CLEANOUT IN VERTICAL PIPINGAT 12" ABOVE MAIN LEVEL FLOOR. 2 3 4 NORTH KEY PLAN NO SCALE PLAN NOTES: SHEET P0.1 SHEET P0.2 SHEET P0.4SHEE T P 0 . 3ALT. #2ALT. #15 6 7 8 PLUMBING FOUNDATION PLAN - CAFETERIA AND GYMNASIUM NORTHSCALE: 1/8" = 1' - 0" SHT P0.2 SHT P0.1 MATCH LINE SHT P0.2 SHT P0.1 MATCH LINE INVERT ELEV. 97'-0" COTG 4" KW 4" W 4" KW 2" V & WCO 2" VENT 4" W 4" W 4" W COTG4" KW KW 2" VENT KWKW KWKW 2" VENT 2" V & CO KWKW4" KW 2" VENT 2" VENT KW KW 4" W 2" V & WCO 4" W 4" W INVERT ELEV. 98'-0" INVERT ELEV. 98'-0" 4" KW 2" W 2" W INVERT ELEV. 99'-0" COTG INVERT ELEV. 97'-0" 6" RD FINISHED FLOOR ELEVATION 100'-0" FS-2 FS-1 FS-1 HS-1 FS-2 FS-1 WC-1FD-1 JS-1 L-1 K-24K-24 FS-2 K-24 FS-1 FS-1 HS-1W-1 FS-1 FS-1 FS-1 FS-1 FS-1 4" COTGINVERT ELEV. 99'-0" 6" ROOF DRAIN LINE TO STORMSEWER SYSTEM. REFER TOCIVIL SITE PLAN FOR CONT. 3" COLD WATER AND 6" FIRE WATERLINES TO FIRE PUMP HOUSE. REFERTO UTILITY SITE PLAN - SHEET P4.1AND TO CIVIL SITE PLAN - SHEET SD1.1 6" RD FS-1 4" W 4" W FINISHED FLOOR ELEVATION 100'-0" COTG 4" KW 4" KW 4" KW KW 4" W 2" W 4" KW4" KW 2" V & WCO 4" KW 4" W 2" W 4" KW 4" KW COTG 60'-0" 1 6" W 1 6" W 1 6" W 6" W 3 INVERTELEV 96'-7" INVERTELEV 96'-10" 10'-0" 2 2 2 2 2 2 7 6 4" W 4" W 6 6 5 4 3" CW WASTE AND VENT RISER DIAGRAM (KITCHEN) NO SCALE FS-2 FS-1 FS-1 HS-1 FS-2 FS-1 WC-1 FD-1JS-1L-1 K-24 K-24 FS-2 K-24 FS-1 FS-1 HS-1 W-1 1 COTG INVERTELEV 96'-7" INVERTELEV 96'-10" ELEV. 97'-0"COTG CO CO CO SEE FOUNDATIONPLAN (THIS SHEET)FOR CONTINUATIONOF PIPING TO BOILERROOM FIXTURES KWKW KWKW KW KW KW KW KWKW KW CO CO CO CO COTG SEE FOUNDATION PLAN(THIS SHEET) FORCONTINUATION OF PIPING 4" W 6" W 4" W 4" KW 4" KW 4" KW 4" KW 2" KW 4" KW 2" KW 4" KW 4" W 2" W 2" W 2" W 4" W 4" W 4" KW 4" W 2" W 4" W 2" V 2" V 2" V 2" V 2" V 2" V 2" VTR 2" V 2" V 2" V2" V 2" V 1-1/2" V 2" V 4" KW 2" V 2" V 2" V 2" W2" V WCO 8 COTG 4" ROOF DRAIN LINE TO STORMSEWER SYSTEM. REFER TOCIVIL SITE PLAN FOR CONT. 4" RD 3" V RISE 3" VENT UP IN WALL ABOVE. SEE LARGE SCALE PLAN ON SHEET P2.1 FOR CONTINUATION. 3" V 3" VTR 2" W 2" W 4" KW PLUMBING FOUNDATION PLAN -ADMINISTRATION & CLASSROOMSP0.2 1 GRADE 6" WASTE PIPING MAIN LINE AT 1/8" SLOPE PER FOOT.REFER TO INVERT ELEVATIONS CALLED OUT ON PLAN FORSIGHTING IN WASTE LINES. GRADE 4" OR SMALLER WASTE PIPING AT 1/4" SLOPE PER FOOT.WASTE PIPING TO BE KEPT AS DEEP AS POSSIBLE TO CONNECTTO 6" MAIN LINE. REFER TO INVERT ELEVATIONS CALLED OUT ONPLAN FOR SIGHTING IN WASTE LINES. 2" WASTE LINE DOWN FROM CONDENSATE RECEIVER ON UPPERLEVEL MECHANICAL WALKWAY. PROVIDE WALL CLEANOUT INVERTICAL PIPING AT 12" ABOVE MAIN LEVEL FLOOR. REFER TODETAIL K/P3.1 FOR INSTALLATION. INSTALL TRAP PRIMER ABOVE FLOOR. DROP 1/2" COLD WATERLINE DOWN THRU FLOOR AND CONNECT TO EACH FLOOR DRAIN.REFER TO DETAIL J/P3.1 FOR TYPICAL INSTALLATION. IF BID ALTERNATE #2 IS ACCEPTED, MOVE CLEAN OUT TO GRADETO EXTERIOR OF BUILDING AS SHOWN. GRADE THIS 4" WASTE PIPING MAIN LINE ONLY AT 1/8" SLOPE PERFOOT. REFER TO INVERT ELEVATIONS CALLED OUT ON PLAN FORSIGHTING IN WASTE LINES. INSTALL TRAP PRIMER MANIFOLD ABOVE FLOOR. DROP 1/2" COLDWATER LINE DOWN THRU FLOOR AND CONNECT TO FLOORDRAIN. REFER TO DETAIL M/P3.1 FOR TYPICAL INSTALLATION. ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates NORTH PLUMBING FOUNDATION PLAN - ADMINISTRATION AND CLASSROOMS SCALE: 1/8" = 1' - 0" SHT P0.2 SHT P0.4 MATCH LINE MATCH LINE SHT P0.1 SHT P0.2 MATCH LINE PLAN NOTES: NORTH KEY PLAN NO SCALE SHEET P0.1 SHEET P0.2 SHEET P0.4SHEET P0.3ALT. #2ALT. #1SHT P0.2 SHT P0.3 SHT P0.4 MATCH LINESHT P0.3 SHT P0.1 SHT P0.2 MATCH LINE BID ALT #2 BASE BID BID ALT #2BASE BIDBID ALT #2BASE BIDBID ALT #2BASE BIDCS-1 L-1WC-1FD-1CS-1 CS-1 CR-1 CS-1 DROP 4" ROOF DRAINPIPING DOWN IN CORNEROF STORAGE ROOMABOVE. SEE SHEET P1.2 CS-1 CR-13 L-1 FD-1 WC-1 WC-2 CR-13 L-1 FD-1 WC-1 U-1 S-2 L-1 WC-3 FD-1 L-1 CR-13 DF-1 WB-1 FD-1 WB-1 U-1WC-2 WC-2 WC-2 U-1 WC-2 FD-1 WC-1WC-1 FD-1 CS-1 4" RD COTG FINISHED FLOOR ELEVATION 100'-0" FINISHED FLOOR ELEVATION 100'-0" FINISHED FLOOR ELEVATION 100'-0" FINISHED FLOOR ELEVATION 100'-0" FINISHED FLOOR ELEVATION 100'-0" CR-1 CO 3 2" W 2" W 2" W 4" W 6" W 4" W 4" W S-1 CR-13 CS-1 CS-1 CR-1 3 3 6" ROOF DRAIN LINE TOSTORM SEWER SYSTEM.REFER TO CIVIL SITE PLANFOR CONTINUATION. INVERT.ELEV 97'-0" 4" RD4" RD JS-1FD-1WCO WCO (INV. 97'-0") 4" COTG INVERT ELEV. 97'-0" 4" W 4" W 2" W 4" W 4" COTGINVERT ELEV. 95'-7" 4" W 4" W 4" W CR-1 3 CR-1 3 CR-13 4" W IF BID ALTERNATE #2 IS NOT ACCEPTED, PLACE 4" COTG AT THIS LOCATION. INVERT ELEV. 97'-3" 4" W4" W4" W WC-1 FD-1 WC-3 FD-1 2" W 2" W 2" W2" W 4" COTGINVERT ELEV. 95'-0" CS-1 FINISHED FLOOR ELEVATION 100'-0" CS-1 4" W 4" W 2" W 4" COTG INVERT ELEV. 97'-6" WC-3 FD-1 L-1 CO CO 2" W 2 2 2 CO 1 6 1 1 1 1 6" W 6" W 6" W 6" W 6" W CO 2 2 4" W4" WCO 2" V 2" V 2" W 2" W 2 2 DF-1 2" W 2 4" W 2" V & WCO 2" V 2 3 2' V & WCO 2" V TP-1& 4" W 4EXTEND TO EXISTINGTOILET ROOM. SEEFOUNDATION PLAN BELOW. 2 4 5 5(BASE BID) (BASE BID)6 6 6 6 62 6 L-1 TP-1& 4 2" V 2" V WCO 2 4" W ( BID ALT. #2) 4" W 4" W 2" W 2" W 2" W 2 2" W2" W4" W 4" W 2" V 2" V 2" V 2 4" W 2" W4" W2" V 2 4" W2 2" W 4" W 2" V 2" V TP-14 & TP-1 2 TP-2 7 7 PLUMBING FOUNDATION PLAN -NORTHWEST CLASSROOM WINGP0.3 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates 1 NORTH PLUMBING FOUNDATION PLAN - NORTHWEST CLASSROOM WING SCALE: 1/8" = 1' - 0" NORTH KEY PLAN NO SCALE SHEET P0.1 SHEET P0.2 SHEET P0.4SHEE T P 0 . 3ALT. #2ALT. #1SHT P0.3 MATCH LINE SHT P0.2 SHT P0.3 MATCH LINE SHT P0.2 SHT P0.4 MATCH LINE PLAN NOTES:BASE BIDBID ALT #1BASE BIDBID ALT #1CS-1 CS-1 3 WB-1WB-1FD-1U-1 U-1 U-1 WC-2 FD-1 WC-1 WC-2 WC-2 WC-2 WC-2 FD-1 WC-1 3 FD-1L-13 3 3 FD-1WC-1L-1FINISHED FLOOR ELEVATION 100'-0" FINISHED FLOOR ELEVATION 100'-0" FINISHED FLOOR ELEVATION 100'-0" 6" COTG INVERT ELEV. 93'-0" REFER TO SHEET PS1.1 FOR CONTINUATION OF 6" WASTE LINE CS-1 CR-1 CS-1 CS-1 CR-1 CS-1 CR-1CS-1 CR-1 CR-1 CS-1 CS-1 CR-1 CS-1 3 4" W2" W2" W2" W2" W2" W2" W2" W2" W2" W2" W2" W2" W2" W2" W4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" COTG INVERT ELEV. 97'-3" IF BID ALTERNATE #1 IS NOT ACCEPTED, PLACE 4" COTG AT THIS LOCATION. INVERT ELEV. 95'-9" WCO 2" V WCO WCO 4" W 6" W 4" W 4" W 2" W 2" W GRADE 6" WASTE PIPING MAIN LINE AT 1/8" SLOPE PER FOOT.REFER TO INVERT ELEVATIONS CALLED OUT ON PLAN FORSIGHTING IN WASTE LINES. GRADE 4" OR SMALLER WASTE PIPING AT 1/4" SLOPE PER FOOT.WASTE PIPING TO BE KEPT AS DEEP AS POSSIBLE TO CONNECTTO 6" MAIN LINE. REFER TO INVERT ELEVATIONS CALLED OUT ONPLAN FOR SIGHTING IN WASTE LINES. 2" WASTE LINE DOWN FROM CONDENSATE RECEIVER ON UPPERLEVEL MECHANICAL WALKWAY. PROVIDE WALL CLEANOUT INVERTICAL PIPING AT 12" ABOVE MAIN LEVEL FLOOR. REFER TODETAIL K/P3.1. INSTALL TRAP PRIMER MANIFOLD ABOVE FLOOR. DROP 1/2" COLDWATER LINE DOWN THRU FLOOR AND CONNECT TO EACH FLOORDRAIN. REFER TO DETAIL M/P3.1 FOR TYPICAL INSTALLATION. EXTEND 4" WASTE LINE OUT AND CAP AT THIS LOCATION FORFUTURE ADDITION UNDER BASE BID. EXTEND 4" WASTE LINE OUT AND CAP FOR FUTURE ADDITION. 2 3 SHT P0.4 1 4" W 1 1 1 6" W 6" W 6" W 2 2 2 CO CO CO 2 2 2 2 2 2 CO CO CO CO CO CO 3CR-1 4" W 4" W TP-2 4 4 5 6 5 6 WASTE AND VENT RISER DIAGRAM (ROOMS 167 & 169) NO SCALE WB-1 U-1 WC-2 FD-1 WC-1 WB-1 U-1WC-2WC-2FD-1 WC-2 FD-1WC-1L-1 L-1 WC-1 FD-1 L-1 S-1 WC-1 WC-2FD-1 CR-1 CR-1 4" W 2" W 2" W CO CO 2" V 2" V 2" V 4" W CO CO 2" V 2" V 2" V 2" W2" W2" V 2" V 2" V 4" W4" W4" W2" VENT TO CR-1 ANDDF-1. SEE B/P2.2 2" VENT TO ADDITIONALFIXTURES. REFER TO SHEETP1.2 FOR CONTINUATION. 2" V 3" V 2" V 2" V 2" V 2" V 2" V 1-1/2" V 4" W 4" W4" W 4" W 4" W 2" W CO CO 2" W 4" W 2" V 2" V 1-1/2" V 1-1/2" V 2" V 2" V 1-1/2" V 2" W 2" W 2" V 2" V 2" V 3" VTR 4" W 2" W2" W 2" V 2" V 2" V 2" V 4" W CO CO CO WASTE AND VENT RISER DIAGRAM (ROOMS 190 & 192) NO SCALE WB-1 WB-1FD-1 U-1 U-1 U-1 WC-2 FD-1 WC-1 WC-2 WC-2 WC-2 WC-2 FD-1WC-1 WCO 4" W 2" V 2" W 2" V 4" W 2" WASTE TO ADDITIONALFIXTURES. REFER TO SHEETP0.2 FOR CONTINUATION. SEE FOUNDATION PLAN (THISSHEET) FOR CONTINUATION. 2" WASTE TO ADDITIONALFIXTURES. REFER TOFOUNDATION PLAN (THISSHEET) FOR CONTINUATION. 2" W 2" W 2" V 2" V 2" V 2" V 2" V 4" W 4" W CO CO CO 2" V 2" V 2" V 2" V 2" W CO CO 3" VTR 2" V 3" V 2" V 2" V PLUMBING FOUNDATION PLAN -NORTHEAST CLASSROOM WINGP0.4 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates NORTH PLUMBING FOUNDATION PLAN - NORTHEAST CLASSROOM WING SCALE: 1/8" = 1' - 0" SHT P0.3 PLAN NOTES: SHT P0.2 SHT P0.4 MATCH LINE SHT P0.4MATCH LINENORTH KEY PLAN NO SCALE SHEET P0.1 SHEET P0.2 SHEET P0.4SHEE T P 0 . 3ALT. #2ALT. #1SHT P0.3 SHT P0.2 MATCH LINE 1 GRADE 6" WASTE PIPING MAIN LINE AT 1/8" SLOPE PER FOOT.REFER TO INVERT ELEVATIONS CALLED OUT ON PLAN FORSIGHTING IN WASTE LINES. GRADE 4" OR SMALLER WASTE PIPING AT 1/4" SLOPE PER FOOT.WASTE PIPING TO BE KEPT AS DEEP AS POSSIBLE TO CONNECTTO 6" MAIN LINE. REFER TO INVERT ELEVATIONS CALLED OUT ONPLAN FOR SIGHTING IN WASTE LINES. 2" WASTE LINE DOWN FROM CONDENSATE RECEIVER ON UPPERLEVEL MECHANICAL WALKWAY. PROVIDE WALL CLEANOUT INVERTICAL PIPING AT 12" ABOVE MAIN LEVEL FLOOR. SEE DETAILK/P3.1 FOR TYPICAL INSTALLATION INSTALL TRAP PRIMER ABOVE FLOOR. DROP 1/2" COLD WATERLINE DOWN THRU FLOOR AND CONNECT TO EACH FLOOR DRAIN.REFER TO DETAIL J/P3.1 FOR TYPICAL INSTALLATION. EXTEND 4" WASTE LINE OUT AND CAP FOR FUTURE ADDITION. 2 3 FD-1L-1SH-1L-1FD-1WC-1 CR-1 CR-1 CR-1FD-1WC-1L-1CR-1 FINISHED FLOOR ELEVATION 100'-0"4" W FINISHED FLOOR ELEVATION 100'-0" FINISHED FLOOR ELEVATION 100'-0" FINISHED FLOOR ELEVATION 100'-0" 4" W 4" W 4" W 4" W 4" W 4" W 4" W 2" V 2" V 2" W 4" W4" W2" W2" W2" W2" W2" W 2" W2" W2" W2" W2" W2" W 4" COTG INVERT ELEV. 97'-6"2" W2" WCS-1 CS-1 CS-1 CS-1 CR-1 CR-1 CR-1 CS-1 CS-1 CS-1 CR-1 CS-1 2" V 6" COTG INVERT ELEV. 93'-0" REFER TO SHEET PS1.1 FOR CONTINUATION OF 6" WASTE LINE CS-1 WCO 2" V 6" W 4" W 4" W 2" W 2 2 2 2 2 1 2 2 2" W 2" W 3 3 3 3 3 3 3 3 2 1 1 4" W 6" W 1 6" W 6" W 4" W 2" W 2" WCO CO CO CO CO CO CO CO CO 2 4TP-1 4 5 5 PLUMBING FLOOR PLAN -CAFETERIA AND GYMNASIUMP1.1 1B 1CT ON ROOF 5CP 2B 1CP 2CP 1HX 3CP 4CP SEE SHEET P1.2 FOR CONTINUATION 3" CW 3" CW LAKOS IL-0125-B IN-LINE SEPARATOR WITH MOTORIZED BALL VALVE ON TIMER AND INTERLOCKED WITH WELL PUMP RED JACKET "BIG FLOW CPO" CONSTANT PRESSURE VALVE W/ PRESSURE SWITCH PRESSURE GAUGE GAUGE COCKWALL PRESSURE SWITCH PUMP TO WASTE: ZURN Z-1360 GROUND HYDRANT WITH HEAVY COVER, POLISHED NICKEL BRONZE FINISH, REMOVABLE KEY, 5' BURY GRADE CHECK VALVE SAMPLE TAP C.W. FROM WELL C.W. TO SPRINKLER SYSTEM. CAP OUTSIDE BUILDING AS SHOWN PIPE TO FLOOR DRAIN OR SUMP WELL-X-TROL MODEL WX-302 PRESSURE TANKS (TYPICAL OF 5 TANKS) TYPICAL BALL VALVE FLOOR CW SERVICE TO BUILDING 3487 SQ. FT. ROOF AREA 2 2 3016 SQ. FT. ROOF AREA 4" 6" 2 1971 SQ. FT. ROOF AREA ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates PLAN NOTES: 1 DROP 4" ROOF DRAIN AND OVERFLOW LINES DOWN IN CORNEROF ROOM. REFER TO SHEET P0.1 FOR CONTINUATION. REFER TOARCHITECTURAL DRAWINGS FOR WALL FURRING AROUNDPIPING. RUN PIPING THRU JOIST SPACE (TYPICAL) SEAL PIPING PENETRATION THRU FIRE RATED WALL. SEESPECIFICATIONS. DROP OVERFLOW LINE DOWN WALL AND CONNECT TO WALLFLANGE. REFER TO ARCHITECTURAL ELEVATIONS FOR HEIGHTOF WALL FLANGE. WATER HEATER PIPING DIAGRAMA NO SCALEWELL TANK PIPING DIAGRAMBNO SCALE PIPE INSTALLATION IN MECHANICAL WALKWAYSCNO SCALE SHEET METAL DRAIN PANWITH 3/4" DRAIN LINE TOCONDENSATE RECEIVER. RP-1 WH-1 FAV MAIN ELECTRICAL PANELSPLUMBING FLOOR PLAN - CAFETERIA AND GYMNASIUM CAFETERIA 144 OFFICE 148 SERVING 145 DISHWASH 146 KITCHEN 147 GYMANSIUM 155 CUST. 151 STOR 149 TOILET 150 STORAGE 153 NORTHSCALE: 1/8" = 1' - 0" SHT P1.2 SHT P1.1 MATCH LINE SHT P1.2 SHT P1.1 MATCH LINE NORTH KEY PLAN NO SCALE REFER TO LARGE SCALEPLAN ON SHEET A/P2.1 FORPIPING AND FIXTURES ONMAIN LEVEL IN THIS AREA. REFER TO LARGE SCALE UPPERMECHANICAL ROOM PLAN B/P2.1FOR PIPING AND FIXTURES ON THEMEZZANINE LEVEL IN THIS AREA. OVERFLOW 159 PARTITION 154 PARTITION 158 VESTIBULE 157 CORR 156 SHEET P1.1 SHEET P1.2 SHEET P1.4SHEE T P 1 . 3ALT. #2ALT. #1K-36 RD-1 EW-1 FD-1JS-1 L-1WC-1FS-2 FS-1 K-27 HS-1 FS-2 K-23 FS-1 K-22 FS-2 RO-1 RO-1 RD-1 K-24 K-26 K-11 FS-1 K-5 ICE HS-1W-1 FS-1WS-1 FS-1 FS-1 GAS METER BY LOCAL GASCOMPANY. SIZE FOR 3,750,000 BTUCAPACITY AT 2 PSI DELIVERY PRESS.REFER TO SHEET P2.1 FOR PIPING. FS-1 WH-2 FS-1 FS-1FS-1 4" 2 FS-1 K-12 RO-1 RD-1 K-12 MECH/ELEC 152 2 3 4 3 2700 SQ. FT. ROOF AREA RO-1 RD-1 WF-1 1 4 4" 4" 4" 2 2 K-21 11'-10 1/8" MECHANICAL WALKWAY FLOOR 19'-6" 12" MIN. 48" MIN. 12" MIN. 18" MAX. ROOF TYP. HEAT PUMP (APPROX. 21" HIGH) HEAT PUMP PIPING AS SHOWN ON PLANS FIRE SPRINKLER PIPING AS REQUIRED. 7'-0" MIN. ABOVE MEZZANINE FLOOR. RISE ALL PIPING UP TO ROOF LEVEL WHEN CROSSING WALKWAY. GAS LOAD CALCULATIONS 1B WH-1 950,000 BTU 2B 950,000 BTU 1OA 400,000 BTU 1MA 220,000 BTU 199,000 BTU (FUTURE) WH-1 199,000 BTU WH-2 250,000 BTU WH-2 250,000 BTU 3,418,000 BTUTOTAL EQUIPMENT BTU LOAD 1000BTU/CU. FT. 3,750,000 BTUTOTAL BTU DESIGN LOAD 500 FTDEVELOPE PIPING LENGTH 2 PSIDISCHARGE PRESSURE 2"GAS LINE SIZE 24" MAX.NOTE: REFER TO SHEET M2.5 FOR WHICH SIDE OF THE WALKWAY PIPING IS TO BE RUN. KEEP ON OPPOSITE SIDE FROM CABLE TRAYS. DOMESTIC WATER LINESAND GAS PIPING R 3/4" WATER HEATER ANCHOR RECIRC. PUMP AQUASTAT COLD WATER LINE HOT WATER LINE DIELECTRIC UNION (TYP) HEAT TRAP FITTING MTHERMOMETER DRAIN VALVE W/ THREADED HOSE CONNECTION PIPE FULL SIZE TO FLOOR DRAIN T&P RELIEF VALVE SIZED TO MATCH WATER HEATER AMTROL ST-5 EXPANSION TANK ELECTRIC WATER HEATER MIXING VALVE FOR TEMPERED WATER BALL VALVE (TYPICAL) HOT WATER RECIRC PLUMBING FLOOR PLAN -ADMINISTRATION AND CLASSROOMSP1.2 WCO 1 SEE SHEET P1.1 FOR CONT. 1 11 1 2" V1" HW 2-1/2" CW 1" HW2" VTR 2-1/2" CW 2" V1-1/4" CW 2-1/2" CW 2" V 3/4" HW 2" V 2-1/2" CW 3/4" HW 3/4" CW 1-1/2" V 1/2" CW 1" HW 2-1/2" CW 2" V 2" VTR 3/4" HW 2-1/2" CW 3" CW 1-1/2" V 1-1/2" V 1-1/2" HW 2" VTR 1-1/4" CW 4335 SQ. FT. ROOF AREA 4" RO 4" RD 4" RO 3/4" CW 3/4" CW 7 7 7 4 4 4 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates REFER TO LARGE SCALEPLAN - B/P2.2 FOR PIPINGAND FIXTURES IN TOILETROOMS ELECTRICALPANELMAINTAINCLEARANCES CS-1 FD-1L-1WC-1FD-1EW-1JS-1 S-1 CS-1 CS-1 CS-1 CS-1 HB-1 CLASSROOM 129 CLASSROOM 130 CLASSROOM 135 CLASSROOM 137 CLASSROOM #1 139 VEST. 134 CORRIDOR 138 CUST. 186 TLT. 187 ACCESS 188 STEAM ROOM 184 CORRIDOR 128 CORRIDOR 182 WAIT 181 CONFERENCE 179 PRINCIPAL 178 TLT 177 WORK ROOM 176 SUSPENSION 175 HALL 172 CORRIDOR 165 VEST. 143 TESTING 142 TESTING 141 GIRLS 169 BOYS 167 STORAGE 166 MEN 171WOMEN 170 BREAK ROOM 173 KINDERGARTEN 164 TLT 162 TLT 163 KINDERGARTEN 161 VEST. 160 CORRIDOR 140 WORK ROOM 189 NORTH PLUMBING FLOOR PLAN - ADMINISTRATION AND CLASSROOMS SCALE: 1/8" = 1' - 0" SHT P1.2 SHT P1.4 MATCH LINE MATCH LINE SHT P1.1 SHT P1.2 MATCH LINE PLAN NOTES: CORRIDOR 136 NORTH KEY PLAN NO SCALE SHEET P1.1 SHEET P1.2 SHEET P1.4SHEE T P 1 . 3ALT. #2ALT. #1 SHT P1.2 SHT P1.3 STOR 133 STOR 132 STOR 131 STORAGE 185 CONF 183 SHT P1.4 MATCH LINESHT P1.3 SHT P1.1 SHT P1.2 MATCH LINE STOR 174 BID ALT #2 BASE BID BID ALT #2BASE BIDBID ALT #2BASE BIDBID ALT #2BASE BIDTOILET RM 168 TLT BA8 KINDERGARTEN BA7 1/2" HW 1/2" CW 1-1/2" V3/4"1-1/2" V 2" V 1/2" CW CR-1 WF-1 CS-1 (ABOVE)CR-1 (ABOVE)4 CR-1 (ABOVE) CR-1 (ABOVE) DROP PIPING DOWN INCORNER. SEE SHEET P0.2 GRADE PIPING AT 1/4"PER FOOT SLOPE RD-1 RO-1 RECEPTION 180CS-1 2" V 4 2" VTR CR-1 (ABOVE)4 L-1 FD-1 WC-1 WC-2CR-1 (ABOVE) 4 L-1 FD-1WC-1 U-1 S-2 L-1 WC-3WC-3 FD-1 L-1 HB-1 L-1 FD-1 CS-1 CS-1 WC-3 L-1 FD-1IF BID ALTERNATE#2 IS ACCEPTED,DELETE THIS LINE. IF BID ALTERNATE#2 IS ACCEPTED,DELETE THIS LINE. (BASE BID) IF BID ALTERNATE #2 IS ACCEPTED,EXTEND 1-1/4" HW, 1-1/4" CW LINES,AND 1-1/2" VENT LINE TOADDITIONAL CLASSROOM FIXTURE. 9 EXTERIOR WALL 1-1/4" HW 1-1/4" HW CR-1 (ABOVE) 4 CR-1 (ABOVE) DF-1 WB-1FD-1WB-1 U-1WC-2 WC-2 WC-2 U-1 WC-2 FD-1 WC-1WC-1 FD-1 1-1/4" HW CS-1 1-1/2" V1-1/2" V (BASE BID) 1" CW 1" CW 2" VTR 2" VTR 1" CW 73" CW 2-1/2" CW ELECTRICAL PANELMAINTAIN CLEARANCES 2" V CR-1 (ABOVE) 4 WC-1 FD-1 CR-1 (ABOVE) 4 DOMESTIC WATER PIPING IS TO BE RUN IN CEILING SPACE OFMAIN LEVEL. COORDINATE WITH LIGHT FIXTURES. VENT PIPING TO BE RUN ABOVE CLASSROOM CEILINGS ASSHOWN. COORDINATE PIPING WITH DUCTWORK. (REFER TOSHEET M1.2.) RISE PIPING UP TO ROOF LEVEL 7'-0" MIN. ABOVE FLOOR TOCROSS MECHANICAL WALKWAY. PIPING IS SHOWN HERE FORCLARITY. REFER TO DETAIL C/P1.1 FOR TYPICAL PIPINGCROSSING WALKWAY. DROP 2" WASTE LINE DOWN IN WALL (REFER TO SHEET P0.2 FORCONTINUATION). RISE 2" VENT UP AND CONNECT TO VTR ASSHOWN. REFER TO DETAIL D/P3.1 FOR INSTALLATION. PROVIDECLEAN OUT AT 12" ABOVE FLOOR. RISE 3/4" COLD WATER LINE UP INTO MECHANICAL WALKWAYABOVE TO INSTALL SHUT-OFF VALVE FOR EXTERIOR HOSE BIBB.LABEL AS 'HOSE BIBB SHUT-OFF'. DROP 3/4" COLD WATER LINE DOWN IN WALL. PROVIDE HOSEBIBB WITH LENGTH TO SUIT WALL THICKNESS. REFER TO DETAILE/P3.1 FOR TYPICAL INSTALLATION. 2 3 4 5 6 7 PROVIDE ISOLATION SHUT-OFF VALVE ON WATER LINES ASINDICATED. PROVIDE CAPS ON LINE FOR FUTURE WHERESHOWN. PROVIDE AND INSTALL WALL MOUNTED EYEWASH STATION ASSPECIFIED. PROVIDE 1/2" HOT AND COLD WATER LINES WITHMIXING VALVE BELOW FIXTURE. RUN DRAIN LINE TO ADJACENTSERVICE SINK. REFER TO DETAIL B/P3.1 FOR TYPICALINSTALLATION. EXTEND PIPING BELOW MILLWORK AS REQUIRED TO RISE UPINSIDE INTERIOR WALL. REFER TO ARCHITECTURAL DRAWINGSFOR FURRING AROUND PIPING. DROP ROOF OVERFLOW DRAIN PIPING DOWN IN CHASE. EXTENDPIPING OUT AND CONNECT TO WALL FLANGE. REFER TOARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT OF WALLFLANGE. PROVIDE AND INSTALL TRAP PRIMER BELOW LAVATORY. REFERTO DETAIL J/P3.1 FOR TYPICAL INSTALLATION. PROVIDE AND INSTALL TRAP PRIMER MANIFOLD IN PIPINGCHASE. REFER TO DETAIL M/P3.1 FOR TYPICAL INSTALLATION. 8 9 10 11 12 2 1" HW 1" CW 5 2" V2 6 1" HW 2" V 2 2 2" VTRCOTG1 2 2 1-1/2" V TP-1 11 1-1/4" HW1-1/4" HW 2" VTR 1 1 2-1/2" CW 2 2 8 1-1/2" V 1-1/4" HW 1/2" cw 1-1/4" HW TP-1& 11 10 TP-1&111-1/4" HW COTG (ALT #2)1/2" CW 1-1/4" HW 1" CW 11 TP-1 FOR EXTERIOR HOSE BIBB ONLY 7 1-1/4" HW 1 IF BID ALTERNATE#2 IS ACCEPTED,DELETE THIS LINE. 1-1/4" CW 1-1/4" HW 1-1/2" HW1-1/2" CW 1-1/2" HW1" CW 1/2" CWTP-212 1-1/2" HW1-1/2" CW 3SEAL PENETRATIONSTHRU FIRE RATED WALL SEAL PENETRATIONSTHRU FIRE RATED WALL 2" V 3" VTR PLUMBING FLOOR PLAN -NORTHWEST CLASSROOM WINGP1.3 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates 1 1 1 1-1/2" HW 2-1/2" CW 1-1/2" HW 2-1/2" CW 1-1/2" HW 4 4 REFER TO LARGESCALE PLAN A/P2.2 FORPIPING IN THIS AREA CS-1 11/2" CW1-1/2" HW1-1 / 4 " C W 2" VTR 3/4" CW 4 HB-1 HB-1 CS-1 CS-11/2" CWCS-1 CS-11/2" CW1-1/2" HWCS-1 CS-1 1 1-1/2" HW 1-1/4" CW1/2" CWCS-1 CS-1 CS-1 WH-1CR-1CR-1 ABOVE CR-1 ABOVE WB-1 WB-1 FD-1 U-1 U-1 U-1 WC-2 FD-1 WC-1 WC-2 WC-2 WC-2 WC-2 FD-1 WC-1 CR-1 ABOVE 4 FD-1WC-1L-1ABOVECR-1 ABOVE 42" VCR-1 ABOVE 4 CR-1 ABOVE 42" VCLASSROOM 127 CORRIDOR 120 CLASSROOM 126 CLASSROOM 125 CLASSROOM BA6 CLASSROOM BA4 CLASSROOM BA2 CLASSROOM BA1 CLASSROOM 123 CLASSROOM 122CORRIDOR 124 VEST. BA3 BOYS 190 GIRLS 191 NORTH PLUMBING FLOOR PLAN - NORTHWEST CLASSROOM WING SCALE: 1/8" = 1' - 0" NORTH KEY PLAN NO SCALE SHEET P1.1 SHEET P1.2 SHEET P1.4SHEET P1.3ALT. #2ALT. #1SHT P1.4SHT P1.3MATCH LINESHT P1.2 SHT P1.3 MATCH LINE SHT P1.2 SHT P1.4 MATCH LINE CORRIDOR BA5 CLASSROOM 121 CORRIDOR 128 PLAN NOTES:BASE BIDBID ALT #1BASE BIDBID ALT #1TLT 192 1 DOMESTIC WATER PIPING IS TO BE RUN IN CEILING SPACE OFMAIN LEVEL. COORDINATE WITH LIGHT FIXTURES. VENT PIPING TO BE RUN ABOVE CLASSROOM CEILINGS ASSHOWN. COORDINATE PIPING WITH DUCTWORK. (REFER TOSHEET M1.3.) RISE PIPING UP TO ROOF LEVEL 7'-0" MIN. ABOVE FLOOR TOCROSS MECHANICAL WALKWAY. PIPING IS SHOWN HERE FORCLARITY. REFER TO DETAIL C/P1.1 FOR TYPICAL PIPINGCROSSING WALKWAY. DROP 2" WASTE LINE DOWN IN WALL (REFER TO SHEET P0.3 FORCONTINUATION). RISE 2" VENT UP AND CONNECT TO VTR ASSHOWN. REFER TO DETAIL D/P3.1 FOR INSTALLATION. RISE 3/4" COLD WATER LINE UP INTO MECHANICAL WALKWAYABOVE TO INSTALL SHUT-OFF VALVE FOR EXTERIOR HOSE BIBB.LABEL AS 'HOSE BIBB SHUT-OFF'. DROP 3/4" COLD WATER LINE DOWN IN WALL. PROVIDE HOSEBIBB WITH LENGTH TO SUIT WALL THICKNESS. REFER TO DETAILE/P3.1 FOR TYPICAL INSTALLATION. IF BID ALTERNATE #2 IS NOT ACCEPTED, PLACE SHUT-OFF VALVEIN 1" COLD WATER LINE AND CAP FOR FUTURE. LOOP 1-1/2" HOTWATER LINE AS SHOWN. PROVIDE TEES FOR FUTURECONNECTION AND PROVIDE SHUT-OFF VALVE IN EACH OF 2 1-1/2"HOT WATER FUTURE STUB OUTS. SEAL PENETRATIONS THRU FIRE RATED WALLS. 2 3 4 5 6 7 2 1-1/2" V 1-1/2" HW 1 2" CW 5 1-1/2" V 2 2 2 2" V 2" V 6 1-1/2" V2 2 2" V 2 2" V 2 1-1/2" V 31-1/2" HW7 1-1/2" HW 1" CW 1-1/2" HW 1-1/2" HW2 1-1/2" V 1-1/2" V 2 1 1 1-1/2" HW1-1/2" HW1-1/2" HW1-1/2" HW3 5 6 3/4" CW 2" VTR 1-1/2" V 1-1/2" V 2 2 1" CW3/4" CW8 8 PLUMBING FLOOR PLAN -NORTHEAST CLASSROOM WINGP1.4 1 1/2" CW1" CW2" VTR 2" V1/2" CW1/2" HW3/4" CW4 4 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates CLASSROOM 119 ESL 106 TESTING 104 RESOURCE RM 'A' 103 TLT 108 NORTH PLUMBING FLOOR PLAN - NORTHEAST CLASSROOM WING SCALE: 1/8" = 1' - 0"SHT P1.3PLAN NOTES: SHT P1.2 SHT P1.4 MATCH LINESHT P1.4MATCH LINECLASSROOM 116 CLASSROOM 111 NORTH KEY PLAN NO SCALE SHEET P1.1 SHEET P1.2 SHEET P1.4SHEE T P 1 . 3ALT. #2ALT. #1VEST. 112CORRIDOR114 CLASSROOM 115 CLASSROOM 110CORRIDOR117 CLASSROOM 109 CLASSROOM 113 CLASSROOM 118 SPEECH 107 QUIET RM 105 ENTRY 101 CORRIDOR 102 MEDIA CENTER 193 TLT 192 CORRIDOR 120 SHT P1.3 SHT P1.2 MATCH LINE CS-1 SH-1L-1FD-1WC-1 HB-1 CS-1 CS-1 1/2" CWCS-1 CS-1 1/2" CW1-1/4" HW CS-1 CS-1 1 DOMESTIC WATER PIPING IS TO BE RUN IN CEILING SPACE OFMAIN LEVEL. COORDINATE WITH LIGHT FIXTURES. VENT PIPING TO BE RUN ABOVE CLASSROOM CEILINGS ASSHOWN. COORDINATE PIPING WITH DUCTWORK. (REFER TOSHEET M1.4.) RISE PIPING UP TO ROOF LEVEL TO CROSS MECHANICALWALKWAY. PIPING IS SHOWN HERE FOR CLARITY. REFER TODETAIL C/P1.1 FOR TYPICAL PIPING CROSSING WALKWAY. DROP 2" WASTE LINE DOWN IN WALL (REFER TO SHEET P0.4 FORCONTINUATION). RISE 2" VENT UP AND CONNECT TO VTR ASSHOWN. REFER TO DETAIL D/P3.1 FOR INSTALLATION. RISE 3/4" COLD WATER LINE UP INTO MECHANICAL WALKWAYABOVE TO INSTALL SHUT-OFF VALVE FOR EXTERIOR HOSE BIBB.LABEL AS 'HOSE BIBB SHUT-OFF'. DROP 3/4" COLD WATER LINE DOWN IN WALL. PROVIDE HOSEBIBB WITH LENGTH TO SUIT WALL THICKNESS. REFER TO DETAILE/P3.1 FOR TYPICAL INSTALLATION. RUN 3/4" HOT WATER LINE THRU MEDIA CENTER AS SHOWN.PIPING TO BE AT ROOF LEVEL AND ABOVE CEILING CLOUDS.(REFER TO REFLECTED CEILING PLAN.) PAINT PIPING INSULATIONFLAT BLACK. SEAL ALL PENETRATIONS THRU FIRE RATED WALLS. 1 1 2" CW 1-1/2" HW 2 2" CW ABOVE 4 3 REFER TO LARGESCALE PLAN A/P2.2 FORPIPING IN THIS AREA CS-1 1/2" CWCR-1 CR-1 CR-1 CR-1 CR-1 ABOVE 4ABOVE ABOVE ABOVE 4 2" VCR-1 ABOVE CR-1 ABOVE 4 4 FD-1WC-1L-1ABOVE CR-1 4 4 5 6 5 6 1 1 1 3 2" V 1-1/2" V 1-1/2" V 2 2 2 2 1-1/2" V 2" VTR 1-1/4" HW1-1/4" HW 1-1/4" HW1" HW1" CW1/2" CW1" CW 2" V 1-1/2" V 2" V 2 2 1-1/4" HW 1" CW1-1/4" HW1" CW2" V 2 CS-1 2" V 2" V 2" V1" HW1" HW3/4" HW2 2 2" V 2" V 2" VTR 1-1/2" V2 377 7 3/4" HW3/4" HW 3/4" HW RISE UP THRU MEZZANINE FLOOR. 2" V 1-1/2" HW WCO 8 8 NORTH LARGE SCALE KITCHEN ANDKITCHEN AND BOILER ROOM PLANSP2.1 2CP 2B1B 1HX 3CP 4CP SAND SEP. SEE SHEET P1.1 FOR CONTINUATION 3" CW 1 3" VTR 3" CW ABOVE 3" CW3" CW 2" HW 1 DROP DRAIN LINE DOWN AND EXTEND TO 1" BELOW FLOOR SINKGRATING. SECURE DRAIN PIPING TO FLOOR WITH UNISTRUTPIPE SUPPORT. DO NOT PUT PIPING IN OUTSIDE WALL. INSTALL PIPING INFURRED SPACE (IF PROVIDED) OR RUN EXPOSED ON WALL. COORDINATE PIPING IN WALLS WITH WINDOW AND WITHELECTRICAL PANELS. REFER TO ELECTRICAL DRAWINGS FOREXACT PANEL LOCATION. DO NOT INSTALL ANY WATER PIPINGWITHIN 36" IN FRONT OF PANELS AR ANY PIPING OVER TOP OFPANELS. RISE 1" GAS LINE ( 2PSI) UP TO ROOF LEVEL. EXTEND ONTOLOWER ROOF FOR FUTURE MAKE-UP AIR UNIT. CAP PIPING AT5'-0" MINIMUM FROM ROOF'S EDGE. PROVIDE SHUT-OFF VALVE INPIPING NEAR METER. PROVIDE PRESSURE REGULATOR IN GAS LINE. (2 PSI TO .7" WC)EXTEND LOW PRESSURE LINE DOWN AND CONNECT TOEQUIPMENT WITH SHUT-OFF VALVE AND FLEXIBLE HOSE. REFERTO DETAIL O/P3.1 FOR TYPICAL GAS LINE CONNECTION. DROP ROOF OVERFLOW DRAIN PIPING DOWN IN CHASE. EXTENDPIPING OUT AND CONNECT TO WALL FLANGE. REFER TOARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT OF WALLFLANGE. 6" ROOF DRAIN AND OVERFLOW DRAIN LINES DOWN THRUFLOOR. (SEE B/P2.1 FOR CONTINUATION OF PIPING ABOVE.) 6"ROOF DRAIN TO EXTEND DOWN THRU FLOOR. REFER TO SHEETP0.1 FOR CONTINUATION. 6" OVERFLOW DRAIN TO OFFSET INCEILING SPACE AND RUN TO EXTERIOR WALL AS SHOWN. DROP 4" WASTE LINE DOWN IN WALL TO BELOW FLOOR. REFERTO SHEET P0.1 FOR CONTINUATION. COORDINATE 4" WASTE LINEWITH BUILDING STRUCTURE AND WITH OTHER PIPING ANDEQUIPMENT. RISE 3" COLD WATER LINE UP FROM MAIN SHUT-OFF VALVE ONMAIN LEVEL AND 2" COLD WATER LINE FROM BOILER ROOMEQUIPMENT UP TO MEZZANINE MECHANICAL ROOM. CONNECT 3"WATER MAIN TO (5) PRESSURE TANKS LOCATED ON MEZZANINELEVEL. DROP 3" COLD WATER LINE (AFTER PRESSURE TANKS) DOWNTHRU MEZZANINE FLOOR AND RUN ABOVE CEILINGS TO KITCHENEQUIPMENT AND TO THE REST OF THE BUILDING AS SHOWN ONPLANS. RUN 2" HOT WATER PIPING THRU CEILING SPACE OF STORAGEROOM AS SHOWN. COORDINATE WITH BUILDING STRUCTUREAND OTHER PIPING. PROVIDE AND INSTALL WALL MOUNTED EYEWASH STATION ASSPECIFIED. PROVIDE 1/2" HOT AND COLD WATER LINES WITHMIXING VALVE BELOW FIXTURE. RUN DRAIN LINE TO ADJACENTSERVICE SINK. REFER TO DETAIL B/P3.1 FOR TYPICALINSTALLATION. HEAT PUMP AND DRAIN PAN PROVIDED AND INSTALLED BYMECHANICAL CONTRACTOR. COORDINATE EXACT LOCATIONS OFEQUIPMENT AND PIPING. PLUMBING CONTRACTOR TO ROUGH-IN AND CONNECT 3/4"CONDENSATE DRAIN LINE TO HEAT PUMP AND TO DRAIN PAN.RUN DRAIN LINE TO NEAREST FLOOR SINK AS SHOWN.TERMINATE DRAIN LINES AT 1" ABOVE FLOOR SINK GRATING ANDSECURE PIPING TO FLOOR WITH UNISTRUT SUPPORTS. 1KH 2" V2" V2" V2" V 1" 1" CW 2" HW 2" HW 1 1 2" V 1 1" CW 1-1/2" HW 1/2" CW 3/4" CD 3/4" CD 3/4" CD 3/4" CD - PROVIDE 2" VTR 2 2 2" V 1 HEAT TAPE ON LINES AS NEEDED 6" RDL 4" RO 1971 SQ. FT. ROOF AREA 4" RD 2 3 3 3 3 ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates PLAN NOTES: 3/4" CD TYP. SHUTOFF VALVE WATER SOFTENER SW 2" CW 1" CW TO HVAC SYSTEM CW TANK BRINE BOILER ROOM SERVICE LINE TO 1" COLD WATER 2" SW EXPANSION TANK TYPICAL CHECK VALVE 3/4" HWRC FROM SYSTEM RECIRCULATING PUMP HOT WATER 2" SW AMTROL ST-80V THERMAL 2" HW 1-1/2" GAS 1-1/4" GAS1-1/4" GAS1-1/2" HW1-1/2" SCW1-1/2" SW1-1/2"3/4"4" EXHAUST4" INTAKE4" EXHAUST4" INTAKESCREENED INTAKE VENT 18" MIN. ABOVE ROOF. TYPICAL EXHAUST VENT TYPICAL ROOF FLASHING TYPICAL RELIEF VALVE TYPICAL THERMOMETER TYPICAL UNION 1-1/4" GAS LARGE SCALE UPPER MECHANICAL ROOMB NO SCALEWATER SOFTENER AND WATER HEATER PIPING DIAGRAMCSCALE: 1/4" = 1'-0" K-1FS-2 FS-1 FS-1 K-27 HS-1 FS-2 K-23 K-25 FS-1 K-22 WC-1FD-1 JS-1 L-1 K-24 K-24 K-25 FS-2 K-25 K-36 K-24 K-26 K-11 FS-1 K-5 ICE FS-1 HS-1W-1 K-12 RO-1 RD-1 K-12 1CP FS-1REQUIRED BY CODE IN FRONT OF PANELS TOELECTRICAL DRAWING. MAINTAIN CLEARANCE AS MAINELECTRICAL PANELS AND SWITCH GEAR. REFERWS-1 FAV BRINE TANK 2" CW EXP. TANK 2" CW 3/4" HWRC 2" HW 2" GAS LINE G G1-1/4" G1-1/4" G GGGGGGGGGGGGGGG 1-1/2" G 2" GAS 1-1/4" GAS MAIN WATER SHUT-OFF VALVE RISE UPTO UPPER LEVEL SEE LARGE SCALEPLAN B/P2.1 FOR CONTINUATION. 1-1/4" GAS LINE (2#). SEELARGE SCALE PLANB/P2.1 FOR CONT. FIRE ALARM VALVESEE DETAIL G/P4.2 FS-1 FS-1 GAS METER BY LOCALGAS COMPANY. SIZE FOR3,750,000 BTU CAPACITYAT 2 PSI DELIVERY PRESS. FS-1 WH-2 WH-2 FS-1 FS-1 2" V 2" GAS 2" GAS GGGGGGGGG9'-0" x 6'-0" x 8'-0"HIGH COOLINGTOWER TANK 2" V 2" V 3/4" CW 3/4" CW 2" V 1" CW 1-1/4" G 1" G 4 4 5 55 5 2" V2" V2" VHB-1 3/4" CW NORTH HP5BHP 5A 1HP 2HP SANDSEPARATOR3" CW 2" VTR GGGGGG1-1/4" GAS LINE OA1 MECHANICAL ACCESS 201 3HP SEE LARGE SCALE PLANA/P2.1 FOR CONTINUATION. FS-2 FS-2WELL-X-TROL STORAGE TANK,SIZE WX-302 (TYPICAL OF 5) SEEDETAIL B/P1.1 FOR CONNECTION MAIN FIRE SPRINKLERLINE. SEE SHEET P4.1 ROOF ACCESSAND LADDER 13 CD CD CDCDCDCD CD CD CD CD CDCDCDCDCD (2) 3/4" CD (2) 3/4" CD 2" V 2" VCDCD(2) 3/4" CD 14 14 14 14 CDCDCDCD FS-2 (2) 3/4" CD 14 13 13 13 13 LARGE SCALE KITCHEN AND BOILER ROOM PLANA SCALE: 1/4" = 1'-0" 10 FS-2 EW-12" V DROP 6" ROOF OVERFLOW LINEDOWN BELOW LOWER ROOF.REFER TO LARGE SCALE PLANA/P2.1 FOR CONTINUATION. 2" VTR 2" V 2" V 2" V 2" V (2) 3/4" CD ABOVE FS-2 2" V 3/4" HWRC ABOVE FS-2 2" V 2" V 3/4" HWRC 7 8 8 8 OFFICE 148 SERVING 145 DISHWASH 146 KITCHEN 147 CUST. 151 TOILET 150 STORAGE 153 PARTITION 154 PARTITION 158 VESTIBULE 157 CORR 156 STORAGE 149 6" RO DROP 6" ROOF DRAIN LINEDOWN IN STORAGE ROOMBELOW. REFER TO LARGESCALE PLAN A/P2.1 FORCONTINUATION. WF-2 6" RO 6 WS-1 WATER SOFTENER WS-1 WH-2 WH-2 RP-1 RP-1 K-21 K-2K-2 2" V 2" V 1-1/2" HW 3/4" CW 1-1/2" HW 1-1/2" HW 1-1/2" HW 1-1/2" HW 2" V 12 1FUTURE HOOD AND EQUIPMENT GG4CAP PIPINGON ROOF1-1/4" G 6 6" RO NORTH KEY PLAN NO SCALE SHEET P1.1 SHEET P1.2 SHEET P1.4SHEE T P 1 . 3ALT. #2ALT. #17 8 10 9 10 11 92" CW 3" CW 11 2" HW 12 13 14 14 51" G BY MECH.CONTRACTOR 1" GAS LINE 1" GAS LINE. SEE SHEETP1.1 FOR CONTINUATION.MAIN FIRE LINE REFER TOSHEET P4.1 FOR CONTINUATION. REFER TO SHEET P1.1FOR CONTINUATION. 3" CW MAIN UPFROM BELOW TO FLOOR SINK (TYP.) GAS LINE CONNECT.REFER TO DETAIL O/P3.1 SIAMESE FIREDEPARTMENTCONNECTION ELECTRIC FIRE GONG 2" GAS BACKFLOWPREVENTER. SEEDETAIL A/P3.1 1" CW BYPASS VALVE 2" SW 1/2" CW 3" VTR (2) 3/4" CD (2) 3/4" CD WATERHEATERSET AT140°F WATERHEATERSET AT140°F ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates NORTH LARGE SCALE TOILET ROOMSAND WATER PIPING ISOMETRICSP2.2 LARGE SCALE TOILET ROOMS 167 & 169BLARGE SCALE TOILET ROOMS 190 & 192A WATER PIPING ISOMETRIC - TR 190 & 192C WATER PIPING ISOMETRIC - TR 167 & 169D NO SCALENO SCALE SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0" NORTH 3/4" 2-1/2" CW SHUT-OFF VALVE REFER TO SHEET P1.3 FOR CONT. 1" 2-1/2" 2-1/2" 1" 1" 1" 1" 1" 3/4"3/4"WATER LINE SHOCK ABSORBER. SEE SPECS. REFER TO LARGE SCALE PLAN A/P2.2 FOR FIXTURES 3" VTR2" V 3" 2-1/2" 2" 3" 2-1/2" 2" 2-1/2"3/4" HWRC 1-1/2" CW 2-1/2" REFER TO WATER PIPING ISOMETRIC C/P2.2 FOR INDIVIDUAL LINE SIZES TO FIXTURES. REFER TO WATER PIPING ISOMETRIC D/P2.2 FOR INDIVIDUAL LINE SIZES TO FIXTURES. TYPICAL SHUT- OFF VALVE 1"1-1/2" CW 1" WATER LINE SHOCK ABSORBER. SEE SPECS. 1/2" 1/2" 3/4" 1"1" CW 1-1/2" HW 3/4" 1-1/2" HW 1" 1" 3/4" 3/4" 3/4" 1-1/2" HW 1/2" 1" 1" 1" 2-1/2" 2-1/2" CW PLAN NOTES: 1 DOMESTIC WATER PIPING IS TO BE RUN IN CEILING SPACE OFMAIN LEVEL. COORDINATE WITH LIGHT FIXTURES. REFER TO SHEET P1.2 FOR CONTINUATION OF PIPING. RUN 3/4" HOT WATER LINE THRU MEDIA CENTER AS SHOWN.PIPING TO BE AT ROOF LEVEL AND ABOVE CEILING CLOUDS.(REFER TO REFLECTED CEILING PLAN.) PAINT PIPING INSULATIONFLAT BLACK. DROP 2" WASTE LINE DOWN IN WALL (REFER TOCORRESPONDING FOUNDATION PLAN ON SHEETS P0.3 AND P0.4FOR CONTINUATION). RISE 2" VENT UP AND CONNECT TO VTR ASSHOWN. REFER TO DETAIL D/P3.1 FOR INSTALLATION. PROVIDE AND INSTALL GAS FIRED WATER HEATER ONMEZZANINE FLOOR ABOVE. COORDINATE WATER HEATERLOCATION WITH DUCTWORK AND EQUIPMENT. (REFER TO SHEETM2.2 AND M2.3.) INSTALL WATER HEATER ON 4" BLOCKING ABOVEFLOOR AND RUN DRAIN LINE TO CONDENSATE RECEIVER. STRAPWATER HEATER TO WALL WITH SEISMIC RESTRAINTS. REFER TODETAIL A/P1.1. PROVIDE DRAIN PAN BELOW WATER HEATER IN MEZZANINE. RUNSEPARATE DRAIN LINE FROM PAN TO CONDENSATE RECEIVER. PROVIDE AND INSTALL TRAP PRIMER MANIFOLD IN PIPING CHASE.REFER TO DETAIL M/P3.1 FOR TYPICAL INSTALLATION. INSTALL INTERIOR HOSE BIBB IN PIPING CHASE. SECURE TOWALL. CONNECT TO 1/2" COLD WATER IN PLUMBING CHASE.REFER TO DETAIL F/P3.1 FOR TYPICAL INSTALLATION. 1" 3/4"3/4" RP-1 REFER TO LARGE SCALE PLAN B/P2.2 FOR FIXTURES 1" 3/4" ROOMS 190 & 192 ROOMS 167 & 169 FD-1 WC-1L-1 ELECTRICALPANELMAINTAINCLEARANCES GIRLS 169 BOYS 167 STORAGE 166 MEN 171WOMEN 170 TOILET RM 168 WC-2 L-1 FD-1 WC-1 U-1 S-2 L-1 CR-1 (ABOVE) 4 DF-1 WB-1 FD-1 WB-1 U-1WC-2 WC-2 WC-2 U-1 WC-2 FD-1 WC-1WC-1 FD-1 2-1/2" CW FD-1 WC-1 CR-1 (ABOVE) 4 WH-1 (ABOVE) RP-1 (ABOVE) WB-1 FD-1WB-1 WH-1 (ABOVE) RP-1 (ABOVE) U-1 WC-2 U-1 U-1 WC-2 WC-2 WC-2 FD-1 WC-1WC-1 FD-1 WC-2 2 1 GIRLS 192 BOYS 190 TOILET RM 191 TOILET RM 193 1 TP-2 7 HB-2 1" CW3/4" HWRC1 1 1-1/2" HW 5 6 CR-1 (ABOVE) 2" VTR 4 SEE SHEET P1.3 FOR CONTINUATION1-1/2" HW 1" CW 3 3/4" HW SEE SHEET P1.4 FOR CONTINUATION 2" V 3/4" HW 2" V 1" CW 1" CW 1" CW WC-1 L-1 WB-1 WB-1 WH-1 U-1 WC-2U-1 U-1 WC-2 WC-2 WC-2 WC-1 WC-1 WC-2 TP-2 HB-2 7 2-1/2" 1/2" 1" 3/4" HW 3/4" HWRC 3/4" HW. SEE SHEET P1.4 FOR CONTINUATION 3 1-1/2" HW 1-1/2" CW 6 5 WC-2 L-1 WC-1 U-1 S-2 L-1 DF-1 WB-1 WB-1U-1 WC-2 WC-2 WC-2 U-1 WC-2 WC-1 WC-1 WC-1 HB-2TP-2 7 1-1/2" HW RP-1 WH-1 1-1/2" HW 6 5 1-1/2" HW 3/4" HWRC 1" CW 1 2 1 1 1-1/2" HW 2 2 1-1/2" CW 2-1/2" CW1 11 2 3" CW 1-1/2" CW 1-1/2" V2" V 1-1/2" HW 2-1/2" CW CORRIDOR 165 2 1 1 2 3/4" HWRC 2-1/2" CW 56 2-1/2" CW 2-1/2" CW 2" V 2" V 3" V 3" VTR 3" V 2" V 1-1/2" V 2" V 3" V 1-1/2" V 2" V 2" V 2" V 1/2" CW (2) 1-1/2" HW 1 BREAK ROOM 173 TP-2 7 HB-22 3 4 5 6 7 8 8 8 NORTH KEY PLAN NO SCALE SHEET P1.1 SHEET P1.2 SHEET P1.4SHEET P1.3ALT. #2ALT. #11-1/2" CW1-1/2" HW 1" CW ISOLATION VALVE ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates PLUMBING DETAILS AND DIAGRAMSP3.1 IN OUT AIR GAP FUNNEL DRAIN 1" DRAIN LINE TO NEAREST FLOOR DRAIN OR SERVICE SINK WATTS 009 SERIES REDUCED PRESSURE BACKFLOW PREVENTER SIZE TO MATCH LINE SIZE AS SHOWN ON PLANS.TYPICAL TEST COCK SHUT-OFF VALVE SHUT-OFF VALVE UNIONUNION CONCRETE FILLWATERPROOF MEMBRANE WHERE REQUIRED HORIZONTAL RUN IN PIPE 12" MIN. TO SLAB STRUCTURAL BREAKING PORTS AIR GAP VACUUM FIXTURE NEAREST FLOW TO FLOOR DRAIN OUTLET TO P-TRAP CEMENT BED FLOORING IF APPLICABLE 1/2" PEX TRAP PRIMER BALL TYPE SHUT-OFF VALVE MOUNT IN RECESSED BOX IN WALL. PROVIDE8X8 BOX WITH WITH DOOR.42" TO2" WASTE LINE 2" VENT LINE UP 1/2" HOT WATER LINE 1/2" COLD WATER LINE FINISHED FLOOR SHUT-OFF VALVES 2" P-TRAPFLOOR 2x4 WOOD HEADER ABOVE UTILITY BOX CUT EXISTING CONCRETE FLOOR AS REQUIRED TO CONNECT TO EXISTING PIPING. DROP 2" WASTE LINE DOWN BELOW FLOOR AND CONNECT TO EXISTING WASTE PIPING. STUD WALL AT 16" O.C. EYE WASH FOUNTAIN PUSH HANDLE OPERATOR FLOOR 33" MIN. 45" MAX.1-1/2" DRAIN MOUNTING BRACKET FASTENED TO WALL MOUNTING BRACKET FASTENED TO WALL FRONT VIEW SIDE VIEW ADJACENT SERVICE SINK CONCRETE FILL SLAB STRUCTURAL FLOOR DRAIN OUTLET TO P-TRAP CEMENT BED FLOORING IF APPLICABLE 1/2" PEX M POWER BOX WITH 24 HOUR TIME CLOCK 120V - 1Ø POWER BALL TYPE SHUT-OFF VALVE TYPICAL UNION SOLENOID VALVE CAP ALL UNUSED PORTS RECESS MOUNTED TRAP PRIMER MANIFOLD BOX COMPLETE WITH COVER. MOUNT WHERE SHOWN ON PLANS. VACUUM BREAKER 3/4" COLD WATER LINE 1/2" 'PEX' PIPING TO ADDITIONAL FLOOR DRAIN AS REQUIRED. 3/4" CW LINE OVER RIDE SWITCH WATERPROOFMEMBRANEWHERE REQUIRED ADAPTORTHERMOPLASTIC 2x4Ø BUSHING4" x 2" 2x2 2" NIPPLE REQ'D.4" HUB ASCUT DOWN BELOW FLOOR 2" WASTE DOWN.RUN IN WALL TO AT PIPE.LEDGER "Y" FITTING NOTCH SANITARY OF WALL CONSTR. ROOF. OFFSET TO2" VENT UP THRU MISS TOP PLATE2-1/2" MAXIMUM FLOOR JOIST CEILING EQUIPMENTMECHANICAL THERMOPLASTIC PIPE AND FITTINGS2" P-TRAP AND TAIL PIECE. USE INTUMSCENT FIRESTOP COLLAR ACCESS FLOOR SLAB. FLOOR CLEANOUT (FCO)CLEANOUT TO GRADE (COTG) WASTE LINE FLOOR LINE FINISH GRADE 1'-0" WALL CLEANOUT (WCO) 1/8 BEND FLOOR LINE WALL BRASS CLEANOUT PLUG WITH COUNTER SUNK HEAD 16" SQUARE CONC PAD TROWEL SMOOTH CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH WITH TOP OF FLOOR. BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. CLEANOUT SHOULD NOT BE LOCATED IN CARPETED AREA.1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. WASTE LINE. LENGTH TO SUIT. CHROME WALL COVER AND SCREW MAY EXTEND AS A WASTE OR VENT PLUGGED TEE WITH CLEANOUT BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. 1/8 BEND 1/8 BEND 6" VERTICALVENT REGULATORTO OUTSIDE ASRECOMMENDED BYMANUFACTURER. GAS PRESSUREREGULATOR (2 psi TO 0.5 psi) DROP FROM MAIN. SEE PLANFOR SIZE. (NOT NECESSARILYEQUIPMENT CONNECTION SIZE.) MANUAL MAINSHUT-OFF VALVEGROUND JOINTUNION EQUIPMENTCASING DRIP LEG SAMESIZE AS DROP BACKFLOW PREVENTER DETAILA EMERGENCY EYEWASH DETAILB INTERIOR HOSE BIBB DETAILF WASHER BOX PIPING DETAILC CONDENSATE RECEIVER DETAILD INDIRECT WASTE TERMINATION DETAILH CLEAN OUT DETAILJSINGLE OR DUPLEX DRAIN TRAP PRIMER DETAIL K 1500 GALLON GREASE INTERCPTOR DETAILL TRAP PRIMER MANIFOLD INSTALLATION DETAILM NOT USEDN INTERIOR GAS LINE CONNECTIONO ROOF DRAIN INSTALLATION DETAILG NO SCALE NO SCALE NO SCALE NO SCALE NO SCALENO SCALENO SCALENO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE EXTERIOR HOSE BIBB DETAILE 1/2" HOT AND COLDWATER LINES WITHMIXING VALVE. 1/2" PEX PIPING TOSECOND DRAIN WHEREINDICATED ON PLANS OVERFLOW OVERFLOW LINE ROOF DECK RDL UNDERDECK CLAMP ROOF DRAIN 36" SQUARE FLASHING UNDER SINGLE PLY ROOF MEMBRANE RIGID INSULATION 3'-0" DRAIN WATER 2" HIGH DAM ESCUTCHEON PLATE ELBOW DOWN 90° TO RECEPTOR. (MAINTAIN CODE REQUIRED AIR GAP) INDIRECT WASTE LINE DOWN IN WALL OR CHASE FINISHED FLOOR FLOOR DRAIN OR FLOOR SINK SERVICE SINK FLOOR VALVE HOUSING 3/4" COLD WATER LINE DOWN IN WALL SECURE PIPE TO WALL STUD AT RISE WITH PIPE CLAMP ADJUSTABLE CLAMP 3/4" HOSE CONNECTION WITH ANTI-SIPHON VACUUM BREAKER REMOVABLE KEY GROUT AROUND BIBB IN WALL 12" MIN. 24" MAX. GRADE HOSE BIBB TO HAVE POLISHED CHROME FINISH REMOVABLE CHROME KEY SECURE PIPE TO WALL STUD AT RISE WITH PIPE CLAMP FLOOR INTERIOR WALL 1/2" COLD WATER LINE DOWN IN WALL REFER TO ARCHITECTURAL DRAWINGS FOR INSTALLATION INTERCEPTOR WITH "THOROSEAL". COAT INSIDE OF GREASE FOR MANHOLE 24" DIA. OPENING NOTE: 6'-1" 24" MANHOLE W/ 4'-9" 4" INLET SIDE VIEW DEPTH 4'-3" LIQUID EXTENSION 1'-0"1'-9" ELBOW 4" 3" 5'-1" 4'-6" 5'-9" 4" OUTLET 5" FINISHED GRADE TOP VIEW 10'-0" 9'-4" 3'-3"6'-0"5'-4"4" INLET 4" OUTLET HB-2 EXTERIOR WALL. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION. HB-1 3/4" HOSE CONNECTION WITHANTI-SIPHON VACUUM BREAKER 12" MIN. - 18" MAX. REFER TO ARCHITECTURALELEVATIONS FOR MOUNTING HEIGHT. NOTE:FLEXIBLE HOSE TO MATCHSUPPLY LINE SIZE (NOTNECESSARILY THE EQUIPMENTCONNECTION SIZE.) REFER TOFLOOR PLANS AND EQUIPMENTSCHEDULES FOR PIPING SIZES.18" LONG MAX.FLEXIBLE GASCONNECTOR. NOTE: BACKFLOW PREVENTER SHALL BE INSTALLED AT A MINIMUM DISTANCE OF 12" ABOVE THE FLOOR, AND NO HIGHER THAT 48" ABOVE THE FLOOR. PROVIDE ADEQUATE CLEARANCE FOR TESTING AND REPAIR. DO NOT INSTALL IN WALKWAY. ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates PLUMBING FIXTURE SCHEDULEP3.2 4" WALL FLANGE - JAY R. SMITH MODEL 1770 WITH ROUGH-BRONZEFINISH AND WALL FLANGE. CONNECT TO 4" OVERFLOW PIPING. ---4"--- VENTWASTE --- HOT COLDSYM. FIXTURE SCHEDULE DESCRIPTION --- GAS ADA WATER CLOSET - KOHLER K-4368 "HIGHCLIFF" WITHELONGATED BOWL, K-4670-C OPEN FRONT SEAT, SLOAN OPTIMA8111 AUTOMATIC FLUSH VALVE AND BOLT CAPS. 2"4"1" VENTWASTE --- HOT COLDSYM. FIXTURE SCHEDULE DESCRIPTION --- GAS CONDENSATE DRAIN LINE DOMESTIC COLD WATER PIPING DOMESTIC HOT WATER PIPING DOMESTIC HOT WATER RECIRC. PIPING ROOF DRAIN LEADER PIPING BACKFLOW PREVENTER REDUCED PRESSURE PRESSURE REDUCING VALVE ELECTRIC ALARM GONG FIRE DEPARTMENTSIAMESE CONNECTION CD G GAS PIPING FIRE SPRINKLER RISER VALVE DIRECTION OF FLOW INDICATOR VENT LINE PIPING SOIL OR WASTE PIPING KITCHEN WASTE HOT WATER RECIRC HOT WATER COLD WATER CONDENSATE DRAINCD GATE VALVE BALL VALVE CIRCUIT SETTER CHECK VALVE FAV RDL RDO ROOF DRAIN OVERFLOW PIPING ELECTRIC WATER HEATER - A.O. SMITH MODEL ECL-50 WITH 50GALLON CAPACITY, (2) 4.5 KW NON- SIMULTANEOUS ELEMENTS(208/60/1), 3/4" SUPPLIES AND T&P RELIEF VALVE, THERMALEXPANSION TANK, HEAT TRAP NIPPLES. MOUNT ON MEZZANINELEVEL WITH SHEET METAL DRAIN PAN. SEE DETAIL A/P1.1 ------1-1/2"1-1/2" --- WATER CLOSET - KOHLER K-4350 "WELLCOMME" WITH ELONGATEDBOWL, K-4670-C OPEN FRONT SEAT, SLOAN OPTIMA 8111AUTOMATIC FLUSH VALVE AND BOLT CAPS. 2"4"1"--- --- WATER SOFTENER - PURE WATER PLUS RC320-TM2LM DUPLEX UNITWITH DUPLEX CONTROL SYSTEM WITH METERS, 384-480,000 GRAINEXCHANGE CAPACITY AND 128 GPM CONTINUOUS FLOW RATE AT 15PSI (120/60/1) ------2"------ URINAL - KOHLER K-4989-T "FRESHMAN" WITH SLOAN OPTIMA 8186AUTOMATIC FLUSH VALVE AND WALL CARRIER. REFER TOARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. 2"2"3/4"------ CONDENSATE RECEIVER - 4"Ø OPEN HUB DRAIN WITH 4 BY 2ADAPTOR AND 2" DEEP SEAL P-TRAP. REFER TO DETAIL D/P3.1 FOR TYPICAL INSTALLATION. 2"2"--------- WALL HUNG LAVATORY - KOHLER K-2032 "GREENWICH" SIZE 20x18WITH K-7715 OPEN GRID STRAINER, K-13885 OFFSET DRAIN, SLOANOPTIMA EBF-85 AUTOMATIC FAUCET, ISSE 1070 MIXING VALVE, 1/2"STOPS AND 1-1/2" P-TRAP. PROVIDE INSULATING JACKET ON HOTWATER AND WASTE LINES. 1-1/2"1-1/2"1/2"1/2"--- WASHING MACHINE BOX - GUY GRAY MODEL FBB200TS RECESSEDWASHER BOX COMPLETE WITH 2" DRAIN PIPE WITH P-TRAP, AND1/2" TOP SUPPLY LINES WITH SHUT-OFF VALVES. 2"2"1/2"1/2"--- WASH BASIN - BRADLEY MODEL 2933 TERREON WASH BASIN WITHINFRARED ACTIVATION SENSOR, ISSE 1070 MIXING VALVE, DRAINSTRAINER, 3/4" STOPS AND 1-1/2" P-TRAP. MOUNT AT STANDARDADA HEIGHT. 1-1/2"1-1/2"3/4"3/4"--- ICE MAKER BOX - GUY GRAY MODEL BIM-875 RECESSED UTILITYBOX WITH 1/2" SUPPLY LINE AND SHUT-OFF VALVE. ------1/2"--- --- CLASSROOM SINK - KOHLER K-5990 "TECH SCHOOL" WITH K-6594METAL FRAME, K-7305-5A GOOSENECK FAUCET WITH WRIST BLADEHANDLES AND K-7524 BUBBLER FAUCET, K-9118 STRAINER, 1/2"STOPS AND 1-1/2" P-TRAP. 1-1/2"1-1/2"1/2"1/2"--- HOT FOOD TABLE - (K.E. #1 & #2) - TO BE FURNISHED ANDINSTALLED BY KITCHEN EQUIPMENT CONTRACTOR. RUN DRAINLINE FROM TABLE TO NEAREST FLOOR SINK. FIELD VERIFY EXACTSIZE OF DRAIN LINES. ---TO--------- BI-LEVEL DRINKING FOUNTAIN - ELKAY MODEL LZSTL8WSLP AND EZH20 BOTTLE FILLER STATION COMPLETE WITH HANDS FREE FILL VALVE, 1/2" STOP, 1-1/2" P-TRAP, VANDAL RESISTANT BOTTOM PLATE, AND FLEX-GUARD SAFETY BUBBLER. (120/60/1) 1-1/2"1-1/2"1/2"------ FLOOR MOUNTED SERVICE SINK - KOHLER K-6710 "WHITBY" WITHK-8940 WIRE RIM GUARD, K-8928 WALL MOUNTED FAUCETASSEMBLY COMPLETE WITH RUBBER HOSE AND WALL CLIP, ANDK-9142 STRAINER WITH 2" DEEP SEAL P-TRAP. 2"2"1/2"1/2"--- DOUBLE COMPARTMENT SINK - ELKAY MODEL LR-2918 WITH LK-4100LEVER HANDLE FAUCET, (2) LK-35 DUO-STRAINERS, 1/2" STOPS AND1-1/2" P-TRAP. 1-1/2"1-1/2"1/2"1/2"--- ---1/2"------ ADA SHOWER - LASCO MODEL 1363-BFSC 36"x36" SHOWERCOMPLETE WITH GRAB BARS, FOLD-UP SEAT, CURTAIN ROD,PRESSURE BALANCE MIXING VALVE WITH HAND HELD HEAD, SLIDEBARS, VACUUM BREAKER, 60" HOSE, SOAP DISH, VINYL FLEXIBLEDAM AND BRASS DRAIN 2"2"1/2"1/2"---COOLER / FREEZER - (K.E. #12) TO BE FURNISHED BY KEC.ROUGH-IN AND CONNECT 3/4" CW LINE WITH SHUT-OFF VALVE. RUNSEPARATE DRAIN LINES FROM COMPRESSOR UNIT ANDEVAPORATOR UNIT TO NEAREST FLOOR SINK. CONDENSATE LINEIN FREEZER TO BE HEAT TAPED AND INSULATED. ---3/4"--- --- PRIMARY WATER CLOSET - KOHLER K-96064-O "PRIMARY" WITHSCALLOPED SEAT AND SLOAN OPTIMA 8111 AUTOMATIC FLUSHVALVE AND BOLT CAPS. 2"4"1"------ 2" FLOOR DRAIN - ZURN Z-415 WITH 5"Ø TYPE 'B' NICKEL-BRONZESTRAINER, TRAP SEAL AND 2" DEEP SEAL P-TRAP. 2"2"------ --- EMERGENCY EYEWASH STATION - HAWS 7260BT WITH PUSH-OPENBALL VALVE, EYEWASH BOWL ,1/2" HOT AND COLD WATER SUPPLYLINES WITH THERMAL MIXING VALVE, AND 1-1/2" WASTE LINE WITHP-TRAP WITH TRAP PRIMER CONNECTION. REFER TO DETAIL B/P3.1. 1-1/2"1-1/2"1/2"1/2"--- BOOSTER HEATER - (K.E. #21) TO BE FURNISHED AND INSTALLED BYKEC. ROUGH-IN AND CONNECT 3/4" HOT WATER LINE WITHSHUT-OFF VALVE. CONNECT TO DISHWASHER WITH 3/4" PIPING. ---------3/4"--- NON-FREEZE EXTERIOR HOSE BIBB - ZURN Z-1300 "ECOLOTROL"RECESSED BIBB WITH LOCKING COVER, VACUUM BREAKER ANDREMOVABLE CHROME TEE HANDLE KEY. LENGTH TO SUIT WALLTHICKNESS. ------3/4"------ DISHWASHER - (K.E. #22) TO BE FURNISHED AND INSTALLED BY KEC.ROUGH-IN AND CONNECT TO BOOSTER HEATER WITH 3/4" PIPING.RUN DRAIN LINE TO NEAREST FLOOR SINK. ------3/4" --- INTERIOR HOSE BIBB - WOODFORD MODEL 24P-1/2 WITH VACUUMBREAKER AND REMOVABLE CHROME TEE HANDLE. ------1/2"--- --- COUNTER SINK WITH TRIPLE COMPARTMENT SINK - (K.E. #23) TO BEFURNISHED AND INSTALLED BY KEC. RUN DRAIN LINES TONEAREST FLOOR SINK. ------------ 4" FLOOR SINK - ZURN Z-1900-2 WITH 1/2 GRATE, WHITE ENAMELFINISH, DOME STRAINER, TRAP SEAL AND 4" DEEP SEAL P-TRAP. 2"4"--------- DISPOSER - (K.E. #24) TO BE FURNISHED AND INSTALLED BY KEC.ROUGH-IN AND CONNECT 1/2" CW LINE WITH SHUT-OFF VALVE AND2" WASTE LINE WITH P-TRAP. 2"2"1/2"------ 4" FLOOR SINK - ZURN Z-1900-3 WITH 3/4 GRATE, WHITE ENAMELFINISHE, DOME STRAINER, TRAP SEAL AND 4" DEEP SEAL P-TRAP. 2"4"--------- PRE-RINSE FAUCET - (K.E. #25) TO BE FURNISHED AND INSTALLEDBY KEC. ROUGH-IN AND CONNECT 1/2" HW AND 1/2" CW LINES WITHSHUT-OFF VALVES. ------1/2"1/2" --- ROOF DRAIN - JAY R. SMITH MODEL 1010 WITH DOME STRAINER,UNDERDECK CLAMP AND 4" LINE CONNECTION. ---4"--------- HOSE REEL - (K.E. #27) TO BE FURNISHED AND INSTALLED BY KEC.ROUGH-IN AND CONNECT 1/2" CW LINE WITH SHUT-OFF VALVE. ------1/2"------ OVERFLOW DRAIN - JAY R. SMITH MODEL 1080 WITH DOMESTRAINER, 2" HIGH WATER DAM, UNDERDECK CLAMP AND 4" LINECONNECTION. ---4"--------- ICE MAKER - (K.E. #5) TO BE FURNISHED AND INSTALLED BYKITCHEN EQUIPMENT CONTRACTOR. ROUGH-IN AND CONNECT 1/2"COLD WATER LINE. RUN DRAIN LINE TO NEAREST FLOOR SINK. F.S. TO F.S. (2) TO F.S. TO F.S. TO F.S. SINGLE COMPARTMENT SINK - ELKAY MODEL LR-1918 WITH LK-4100LEVER HANDLE FAUET, LK-35 DUO STRAINER, 1/2" STOPS AND 1-1/2"P-TRAP. 1-1/2"1/2"1/2" ---1-1/2" CR-1 WH-1 EQUIPMENT SYMBOL PLAN NOTE FC1 1 PIPE DROP PIPE RISE DESCRIPTIONSYMBOL PLUMBING LEGEND OR DIVERTING VALVE MOTORIZED 3 WAY MIXING 2 POSITION MOTORIZED VALVE WASTE VENT CW HW HWRC KW V W ROOF DRAIN or ROOF DRAIN LINE GASG RD or RDL VENT THRU ROOF SOFT WATERSW VTR HARD COLD WATERHCW KW KITCHEN WASTE PIPING GAS LINE PRESSURE REGULATORWC-1 WC-2 U-1 L-1 WB-1 CS-1 DF-1 JS-1 S-2 SH-1 WC-3 FD-1 EW-1 HB-1 HB-2 FS-1 FS-2 RD-1 RO-1 WF-1 WS-1 W-1 ICE K-1 K-5 K-12 K-21 K-22 K-23 K-24 K-25 K-27 S-1 TRAP PRIMER MANIFOLD - ZURN Z-1020XL-5 TRAP PRIMERMANIFOLD. MOUNT RECESSED IN WALL BELOW SINK WHERESHOWN ON PLANS AND PROVIDE LOCKING COVER. RUN 1/2" COLDWATER LINE TO EACH TRAP AS SHOWN ON FLOOR PLANS. REFERTO DETAIL M/P3.1 FOR TYPICAL INSTALLATION. ------3/4"------TP-2 TRAP PRIMER - ZURN Z-1020XL TRAP PRIMER. MOUNT RECESSED INWALL BELOW SINK WHERE SHOWN ON PLANS AND PROVIDELOCKING COVER. RUN 1/2" COLD WATER LINE TO EACH TRAP ASSHOWN ON FLOOR PLANS. REFER TO DETAIL J/P3.1 FOR TYPICALINSTALLATION. ------1/2"------TP-1 VENTWASTEHOTCOLDSYM. FIXTURE SCHEDULE DESCRIPTION GAS HOT WATER RECIRC PUMP - B&G SERIES LR-20BF 'LITTLE RED' WITH4 GPM FLOW AT 8' HEAD AND 3/4" LINE CONNECTIONS. MOUNTNEAR WATER HEATER AND CONNECT TO AQUASTAT CONTROL.REFER TO DETAIL A/P1.1. ---------3/4"---RP-1 WATER HEATER - AO SMITH MODEL BTH-250 WITH SEALEDCOMBUSTION CHAMBER, 100 GALLON CAPACITY, 250,000 BTU INPUTAND 3/4" T&P RELIEF VALVE (OPERATING WEIGHT 1275#) ------2"2"---WH-2 6" WALL FLANGE - JAY R. SMITH MODEL 1770 WITH ROUGH-BRONZEFINISH AND WALL FLANGE. CONNECT TO 6" OVERFLOW PIPING. ---6"---------WF-2 K-2 COUNTER SINK WITH DOUBLE COMPARTMENT SINK - (K.E. #11) TOBE FURNISHED AND INSTALLED BY KEC. RUN DRAIN LINES TONEAREST FLOOR SINK. ------------TO F.S.K-11 HAND SINK WITH FAUCET - ELKAY MODEL CHSB1716C WITH LKB8PERFORATED STRAINER, 1/2" HOT AND COLD WATER LINES WITHSTOPS, ISSE 1070 MIXING VALVE, AND 2" VENT AND WASTE LINESWITH P-TRAP. PROVIDE MODEL LKB400 FAUCET. 2"2"1/2"1/2"---HS-1 COUNTER SINK WITH SINGLE COMPARTMENT SINK - (K.E. #36) TO BEFURNISHED AND INSTALLED BY KEC. RUN DRAIN LINES TONEAREST FLOOR SINK. ------------TO F.S.K-36 PRE-RINSE FAUCET - (K.E. #26) TO BE FURNISHED AND INSTALLEDBY KEC. ROUGH-IN AND CONNECT 1/2" HW AND 1/2" CW LINES WITHSHUT-OFF VALVES. ------1/2"1/2" ---K-26 ROOF OVERFLOW or ROOF DRAIN OVERFLOWRO or RDO NORTH FIRE SPRINKLING SYSTEM - FLOOR PLAN SCALE: 1/16" = 1' - 0"FIRE SPRINKLING SYSTEMFLOOR PLANP4.1 ORIFICE 1/2" HEAD COUNT 1/2" 1/2" 1/2" PIPE SUPPORT W WET ALARM VALVE LOW AIR ALARMLA LT FREEZE ALARM WET SIDEWALL HEAD WITH GUARD K-FACTORSPRINKLERS 5.6 5.6 5.6 5.6FIRE DEP. CONNECTION PRESSURE GAUGE DRY ALARM VALVE UPRIGHT HEAD FIRE SPRINKLER LEGEND FLOW SWITCH FLEXIBLE COUPLING SWAY BRACING FS ANGLE VALVE IT CONCEALED PENDENT HEAD BALL VALVE 2" & SMALLERBUTTERFLY VALVE 2 1/2" & LARGER INSPECTOR'S TEST VALVE CONCEALED DRY PENDENT HEAD WET NOTES: INSTALL FIRE SPRINKLER PIPING AS SHOWN, WET-PIPE SYSTEM IN HEATEDAREA AND ANTIFREEZE OR DRY PIPE SPRINKLERS IN AREAS SUBJECT TOFREEZING. OBTAIN APPROVAL FOR PIPING CHANGES FROM ARCHITECTAND ENGINEER. THE SPACE OCCUPANCY IS LIGHT HAZARD (NFPA 13). MAIN FLOORCOVERAGE IS LESS THAN 225 SQ. FT. PER HEAD. UPPER LEVEL SPACEOCCUPANCY IS ORDINARY HAZARD (NFPA 13) COVERAGE IS LESS THAN 130SQ. FT. PER HEAD. SEE SITE PLAN FOR UTILITY CONNECTION FOR FIRE SPRINKLER PIPING,AND LOCATION OF FIRE HYDRANTS. DO NOT ROUTE PIPING THRU STRUCTURAL MEMBERS OR MECHANICALDUCT WORK. SEE REFLECTED CEILING PLAN FOR COORDINATION OF SPRINKLER HEADSWITH DIFFUSERS, LIGHT FIXTURES AND ELECTRICAL DEVICES. CENTERSPRINKLER HEADS ON THE HALF CEILING TILE. COORDINATE WITH FRAMER FOR SHEAR-WALL PENETRATIONS. SPRINKLERS SHALL BE QUICK-RESPONSE TYPE. ALL WET-PIPE SYSTEM COMPONENTS MUST BE INSIDE THE BUILDINGINSULATION ENVELOPE. ALL REQUIRED DRAINS SHALL FOLLOW NFPA 13 REQUIREMENTS. DRAINSSHALL BE VALVED AND PLUGGED TO PREVENT ACCIDENTAL OPENING ANDDISCHARGE. DRAINS SHOULD BE LOCATED TO PREVENT PUBLIC ACCESS. DEGREECANOPY 165CONCEALED QUANTITYTYPEFINISH WETWHITEPENDENT 212 165CONCEALED 212W/ GUARD UPRIGHT DRYWHITE BRONZE CHROME SIDEWALL PENDENT D AUX AUXILARY DRAIN C AIR COMPRESSOR SLOPE FOR DRAINDIRECTION SIDEWALLCHROME W/ GUARD 212 DRY5.6 1/2" DRY SIDEWALL HEAD WITH GUARD SINGLE DIRECTIONAL ATTIC HEAD 5.6 1/2" BRONZE ATTIC 212 WETSIDEWALL1/2"5.6 WHITE 165RECESSED WET SIDEWALL HEAD - RECESSED ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates CLASSROOM 127 CLASSROOM 126 CLASSROOM 125 CLASSROOM BA6 CLASSROOM BA4 CLASSROOM BA2 CLASSROOM BA1 CLASSROOM 123 CLASSROOM 122 CLASSROOM 121 CLASSROOM 119 ESL 106 TESTING 104 RESOURCE RM 'A' 103 CLASSROOM 116 CLASSROOM 111 CLASSROOM 115 CLASSROOM 110 CLASSROOM 109 CLASSROOM 113 CLASSROOM 118 SPEECH 107 ENTRY 101MEDIA CENTER 193 CLASSROOM 129 CLASSROOM 130 CLASSROOM 135 CLASSROOM 137 CLASSROOM #1 139 STEAM ROOM 184 WAIT 181 CONFERENCE 179 TLT 177 WORK ROOM 176 SUSPENSION 175 TESTING 142 TESTING 141 STORAGE 166 BREAK ROOM 173 KINDERGARTEN 164 KINDERGARTEN 161 WORK ROOM 189 STOR 185 STOR 174 KINDERGARTEN BA7 RECEPTION 180 PRINCIPAL 178 GYMANSIUM 155 OVERFLOW 159 RUN MAIN FIRE SPRINKLER LINES IN MECHANICALACCESS CORRIDORS ABOVE ALL OTHER PIPING. FIREPIPING TO BE AS HIGH AS POSSIBLE AGAINST ROOFJOISTS AND ALL ABOVE OTHER PIPING. COORDINATEPIPING LOCATIONS WITH OTHER PIPING AND EQUIPMENT.REFER TO DETAIL C/P1.1. UNDER NO CIRCUMSTANCE CANFIRE SPRINKLER LINES RUN ON MEZZANINE FLOOR. CAFETERIA 144 OFFICE 148 KITCHEN 147 GYMANSIUM 155 OVERFLOW 159 MECH/ELEC 152 1- 2- 3- 4- 5- 6- 7- 8- 9- NOTE: PIPE ROUTING IS SHOWN FOR REFERENCE ONLY. ACTUAL SYSTEM SHALL BE HYDRONICALLY CALCULATED AS PER NFPA 13 REQUIREMENTS. NOTE: PIPE ROUTING IS SHOWN FOR REFERENCE ONLY. ACTUAL SYSTEM SHALL BE HYDRONICALLY CALCULATED AS PER NFPA 13 REQUIREMENTS. RUN MAIN FIRE SPRINKLER LINES IN MECHANICALACCESS CORRIDORS ALONG ABOVE ALL OTHER PIPING.FIRE PIPING TO BE AS HIGH AS POSSIBLE AGAINST ROOFJOISTS AND ABOVE ALL OTHER PIPING. COORDINATEPIPING LOCATIONS WITH OTHER PIPING AND EQUIPMENT.REFER TO DETAIL C/P1.1. UNDER NO CIRCUMSTANCE CANFIRE SPRINKLER LINES RUN ON MEZZANINE FLOOR. RUN MAIN FIRE SPRINKLER LINES IN MECHANICAL ACCESSCORRIDORS ABOVE ALL OTHER PIPING. FIRE PIPING TO BE ASHIGH AS POSSIBLE AGAINST ROOF JOISTS AND ABOVE ALL OTHERPIPING. COORDINATE PIPING LOCATIONS WITH OTHER PIPING ANDEQUIPMENT. REFER TO DETAIL C/P1.1. UNDER NO CIRCUMSTANCECAN FIRE SPRINKLER LINES RUN ON MEZZANINE FLOOR. HATCHED AREA IDENTIFIESUPPER LEVEL MECHANICALACCESS AREA (TYPICAL) HATCHED AREA IDENTIFIESUPPER LEVEL MECHANICALACCESS AREA (TYPICAL) HATCHED AREA IDENTIFIESUPPER LEVEL MECHANICALACCESS AREA (TYPICAL) HATCHED AREA IDENTIFIESUPPER LEVEL MECHANICALACCESS AREA (TYPICAL) HATCHED AREA IDENTIFIESUPPER LEVEL MECHANICALACCESS AREA (TYPICAL) BASE BIDBID ALT #1BASE BIDBID ALT #1BID ALT #2BASE BID BID ALT #2BASE BIDDROP DOWN TOFIRE RISER SEEDETAIL G/P4.2"X"CEILING DISTANCE 'X' BETWEEN COLD BARRIER AND THE SEAL FOR THE DRY PENDENT HEAD SHALL NOT BE LESS THAN 12" LOCATION OF DRY SPRINKLER PLUG AND SEAL TO BE IN WARM SPACE COLD BARRIER FREEZINGAPPLICATIONS(TEMPERATURESLESS THAN 32°F) DRY PENDENT BARREL COUPLING PIPE WET PIPE SYSTEM INWARM SPACE CEILING LOCATION OF DRY SPRINKLER PLUG AND SEAL TO BE IN WARM SPACE COUPLING WET PIPE SYSTEM INWARM SPACE COLD BARRIER DRY PENDENT BARRELPROVIDE AND INSTALL DRY PENDENT HEADSIN ALL PLACES WITH FREEZING POTENTIALAND WHERE OUTSIDE BUILDING INSULATIONENVELOPE. DRY PENDENT HEAD DETAIL NO SCALE SEAL PENETRATIONS THRU FIRE RATED WALLS.SEAL PENETRATIONS THRU FIRE RATED WALLS. SEAL PENETRATIONSTHRU FIRE RATED WALLS. SEAL PENETRATIONSTHRU FIRE RATED WALLS. RUN MAIN FIRE SPRINKLER LINES IN MECHANICAL ACCESSCORRIDORS ABOVE ALL OTHER PIPING. FIRE PIPING TO BE AS HIGHAS POSSIBLE AGAINST ROOF JOISTS AND ABOVE ALL OTHER PIPING.COORDINATE PIPING LOCATIONS WITH OTHER PIPING ANDEQUIPMENT. REFER TO DETAIL C/P1.1. UNDER NO CIRCUMSTANCECAN FIRE SPRINKLER LINES RUN ON MEZZANINE FLOOR. PROVIDE 'DRY PENDENT'SPRINKLER HEADS INAREAS WITHOUT HEAT. ASSOCIATES&MADISON SCHOOL DISTRICT #321REXBURG,IDAHOHIBBARD ELEMENTARY SCHOOLEngineered Systems Associates FIRE SPRINKLER DETAILSP4.2 UNDERGROUND STANDBY FIRE WATER STORAGE TANK DETAILA F NO SCALE NO SCALE FIRE SPRINKLER RISER DIAGRAMG12"10'-0"12"4'-0"3'-0"PEA GRAVEL BEYOND GEOTEXTILE MAT FLOOR LEVEL PANEL IN STOR. BUILDING CONDUIT AND WIRE WITH BY DIVISION 16 ELECT. SEAL-OFF TO CONTROL STOP FILL ON 12" 12" FLOAT ALARM FLOAT FLOAT 12" ACCESS MANHOLE SPLICEBOX EXTENSION TO 30"Ø MANHOLE 6" VENT FIRE SPRINKLER RESERVOIR DARCO 15,000 GALLON FIBERGLASS 10' Ø x 26'-6" LONG UNDERGROUND NEW STORAGE BUILDING 6" CW FILL LINE FROM FIRE WELL FIRE WELL CASING DROP PIPE DISCHARGE TO 6" PIPING TO FIRE SPRINKLER RESERVOIR DISCHARGE TO 6" PIPING TO BUILDING FIRE SPRINKLERS, FIRE HYDRANT AND 2-1/2" SIAMESE FIRE DEPT. HOSE CONNECTION SCREENED INTAKE INTAKE SUMP PUMP IMPELLERS MANHOLE EXTENSION THRU MECHANICAL ROOM FLOOR W/ PUMP MOUNTING PLATFORM 6" VENT VERTICAL TURBINE FIRE PUMP 50 HP, 480/60/3, 525 GPM AND 95 PSI DISCHARGE PRESSURE 60 PSI DISCHARGE PRESSURE, 30 HP, 480/60/3, 360 GPM, VERTICAL TURBINE WELL PUMP (220' TOTAL DYNAMIC HEAD) FINISHED GRADE FILL ANCHOR ON EACH SIDE OF TANK, PULLED TIGHT OF TANK, LOOPED AROUND DEADMAN CONCRETE INSTALL 1/2" GALVANIZED CABLE OVER TOP AND SECURED TO ITSELF WITH 3 CABLE CLAMPS AS RECOMMENDED BY PER TANK MANUFACTURER RUNNING ENTIRE LENGTH OF SLAB. LOCATE CONCRETE DEADMAN ANCHOR WITH 3 #5 REBAR INSTALL 12" THICK x 24" WIDE x 28' LONG ON EACH SIDE OF TANK 24" OUT FROM SIDE AS RECOMMENDED BY TANK MANUFACTURER5'-0" MAXIMUMFIRE HYDRANTSEE DETAIL E/P4.2 6" F PUMP PANEL24x24 ATTIC TURBINE WELL PUMP 30 HP VERTICAL DROP 6" FIRE LINEUNDERGROUND ANDRUN TO FIRE HYDRANT 6x6 TEE WITH END CAP ANDRISE TO CEILING 6x2-1/2 TEE AND RISE TO CEILING 6" OS&Y VALVE 6x6 TEE AND RISETO CEILING SENSOR VALVE RELIEF VALVE 4" RELIEF DISCHARGE 1 HP 480/60/3 JOCKEY PUMPSEE SPEC'S. TURBINE FIRE PUMP 50 HP VERTICAL DARCO 15,000 GALLON FIBERGLASS 10' Ø x 26'-6" LONG UNDERGROUND FIRE SPRINKLER RESERVOIR THRUST BLOCKCONCRETE TO SPRINKLER SYSTEMOVER BOTH PUMPS42x42 WIDE ROOF HATCH RESERVOIR FILL CONTROL PANEL 6" GATE VALVE 2-1/2" CHECK VALVE 2-1/2" SIAMESE FIRE DEPT. CONNECTION CONNECT TO FLOATS 6" SOLENOID VALVE 6"THRUST BLOCKCONCRETE ON ARCH. DWGS. MOUNT AS SHOWN FREQUENCY DRIVES FOREACH FIRE PUMP PANELS WITH VARIABLE FIRE PUMP CONTROL IN STORAGE TANK ROOM 6" VENT PRESSURE 6" CHECK 24"Ø x 30" DEEP SUMP W/ COVER ALL DOMESTIC WATER PIPINGIN STORAGE BUILDING SHALL BEINSULATED AS PER SPECIFICATIONS NOTE: NO SCALELARGE SCALE FIRE PUMP BUILDING (REFER TO SITE PLAN FOR LOCATION OF FIRE PUMP BUILDING)B SEISMIC BRACING DETAILSC DRYWELL DETAILD NO SCALENO SCALE 8'-0" 4" INLET 24" MIN. GEOTEXTILE MAT ALL AROUND AND OVER GRAVEL 12"x6" CONTINUOUS FOOTING 2'-0" THICK ALL CLEAN GRAVEL- AROUND TILE. CONCRETE TILE 48" DIA. PRECAST CONCRETE CONE STANDARD PRECAST IRON RING & COVER PERFORATED CAST PERFORATED GROUND LEVEL NO SCALESPRINKLER HEAD COORDINATION AND SUPPORT DETAILS 4" 1" 6" 2" 6" 6" 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SHUT-OFF VALVE WITH TAMPER SWITCH ANCHOR AT FLOOR OR WALL PENETRATION MAIN DRAIN ALARM TEST VALVE MAIN DRAIN VALVE WET PIPE ALARM VALVE 2" SPACE - CAULK WATER-TIGHT THRUST BLOCK ELECTRIC BELL FLOW ALARM SWITCH BLDG. EXTERIOR WALL PRESSURE GAUGE (2 REQ'D) PRESSURE SWITCH SPLASH BLOCK RETARDING CHAMBER SIAMESE F.D. CONNECTION BALL DRIP RETARDING CHAMBER DRAIN CHECK VALVE ITEM DESCRIPTION 6 4 9 3 1 2 18 16 15 11 8 12 57 1 17 10 19 14 13 * ** * GRADE FLOOR TO SPRINKLER SYSTEM ALL PIPING THIS DETAIL TO BEINSTALLED BY FIRE SPRINKLERCONTRACTOR UNLESS NOTED. SEE ELECTRICAL PLANS FORCONNECTION TO ELECTRICAL DEVICE.COORDINATE WITH ELECTRICALCONTRACTOR. NORTH 6EH OL-2 10"Ø CONNECTOR PIPING BETWEEN TANKS. INSTALL AT BOTTOM OF TANKS. DRYWELL SEE DETAIL D/P4.2 FOR INSTALLATION 10"Ø CONNECTION PIPE TO SECOND PIPE LANDSCAPE PUMP IN TANK BY OTHERS STEEL ROOF DECK 3/8" ALL-THREAD ROD BRANCHLINE PIPE STEEL STRUCTURE RETAINING STRAP STEEL STRUCTURE BEAM CLAMP WITHSET SCREW STEEL ROOF DECK BEAM CLAMPWITH SET SCREW RETAINING STRAP 3/8" ALL-THREAD ROD BRANCHLINE PIPE NOTE: BRACE PIPING STEEL DECK QUICK ENDTHREADLESSBRACE FITTING(2 PLCS) PROVIDE SEISMIC BRACING ONLY INSEISMICALLY ACTIVE AREAS. BRACINGSHALL CONFORM TO THEREQUIREMENTS OF NFPA 13 AND ALLSTATE AND LOCAL CODES. 1/2" NUT, BOLT &WASHER (2 PLCS) QUICK END THREADLESSBRACE FITTING QUICK CLAMP SWAYBRACE ATTACHMENT STEELBARJOIST BRACE PIPING (S PLCS) STEEL DECK 1/2" NUT, BOLT &WASHER (2 PLCS) QUICK CLAMP SWAYBRACE ATTACHMENT STEELBARJOIST QUICK 4-WAYLONGITUDINALSWAY BRACE CLAMP 3" MIN. CLEAR HVAC GRILLE ORREGISTER CEILING SPRINKLER HEAD6"' MIN. SPRINKLERPIPING 3" MIN. CLEAR CEILING LIGHTFIXTUREPENDANTSPRINKLER HEAD WHITE ESCHUTCHEONWITH WHITE EXTENSION WHITE ESCHUTCHEONWITH WHITE EXTENSION RECESSED WHITEESCUTCHEON ATSUSPENDED CEILINGS SPRINKLERPIPING UPRIGHT SPRINKLERWHERE STRUCTURE ISEXPOSED OR IN ABOVECEILING INSTALLATIONS. WHITE CANOPYESCUTCHEON CONCEALED HEADSWITH CAP SPRINKLERPIPING ROOF SYSTEM 2"WATERFINISH GRADE MECHANICAL JOINT BREAK AWAY PLATE FIRE HYDRANT-TWO COATS OFASPHALT VARNISH BELOWGRADE TWO COATS OFSINCLAIR "RED" ABOVE GRADE PLACE CONCRETE TODISTRIBUTE THRUSTOVER 4 FT. SQ. OFVERTICAL UNDISTURBEDEARTH.CONCRETETHRUST BLOCK TYPICAL GATEVALVE TYPICAL VALVE BOXDETAIL MINIMUM OF 1/4 CUBIC YARD OF GRAVEL TO BE 18"BELOW LOWEST PART OF HYDRANT AND UP TO 6"ABOVE ANY WEEP HOLES OR DRAIN OPENINGS. POUR15"x15"x4" DEEP CONCRETE UNDER HEEL OF HYDRANT CONCRETETHRUST BLOCK PENDANTSPRINKLER HEAD SPRINKLERPIPING FIRE HYDRANT DETAILE NO SCALE TRAFFIC RATEDMANHOLE EXTENSIONTO GRADE LANDSCAPE PUMP IN TANK BY OTHERS 12" THICH x 24" WIDEx 28' LONG DEADMANCONCRETE ANCHOR 12" THICH x 24" WIDEx 28' LONG DEADMANCONCRETE ANCHOR 12" THICH x 24" WIDEx 28' LONG DEADMANCONCRETE ANCHOR TRAFFIC RATEDMANHOLE EXTENSIONTO GRADE REFER TO SITE PLANFOR LOCATION OFFIRE HYDRANT RUN 6" FIRE LINE TO MAINBUILDING. SEE SITE PLANFOR CONTINUATION. FROM FIRE PUMPHOUSE WATER SYSTEM MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHO TO BE MOUNTED AS CLOSE TO TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAMNO SCALEFINISHED FLOORARCHITECTURAL PLANS AND DETAILS.DOOR JAMBS AS POSSIBLE.COORDINATE ALL DEVICES WITH1' - 6''T.V. OUTLETALL MOUNTING HEIGHTS TYPICALUNLESS NOTED OTHERWISE.ALL SWITCHES AND THERMOSTATSNOTES: THERMOSTAT ORMECHANICAL SWITCHLIGHT SWITCHCONVENIENCE OUTLETTELEPHONE / DATA OUTLETTT(OR AS NOTED)5' - 0''4' - 0''3' - 6''A.COORDINATE OUTLET HEIGHTS WITHARCHITECTS MILLWORK DWGS. TOINSURE THAT OUTLETS WILL NOT FALLBEHIND CABINETS, BACKSPLASHES,OR INTERFERE WITH WAINSCOTING, ETC.(OR AS NOTED)@ MILLWORKXX"B.D.COORDINATE LIGHT SWITCH & OUTLETHEIGHTS WITH ARCHITECTURAL WAINS-COTING AND OR TILE WORK SO AS NOTTO FALL MIDWAY IN THESE FINISHES.MOUNT VERTICAL ORHORIZONTAL TO MATCHEXISTING DEVICES (TYP)VERIFY WITH MECH.MUD RING ORIENTATION.IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS ANDINFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITYCOMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVALPRIOR TO ORDERING ANY MATERIALS.SPECIAL NOTE FOR UTILITY COMPANY LIGHTING REBATES & INCENTIVES:A. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WITH FIXTURE TYPEBEFORE ORDERING.B. ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOREXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.C. ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PERNEC BEFORE INSTALLING ANY ELECTRICAL PANELS FOR CABINETS.D. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICALEQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITSAS REQUIRED.E. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURELOCATIONS, CEILING TYPES, ETC.F. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED ONALL ELECTRICAL EQUIPMENT.G. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNERPRIOR TO ROUGH - IN.H. ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" AND MOUNTCONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO MEET HANDICAPPEDREQUIREMENTS.I. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSETO DOOR FRAME AS POSSIBLE, SO AS NOT TO INTERFERE WITH ROOM CABINETS,ETC.J. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.K. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS WORKAND PAY ASSOCIATED FEES.L. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES ANDELECTRONIC BALLASTS.M. ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THEUNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER CODE.N. UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TOCOORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER /CONTR., EX. DENTAL, MEDICAL,KITCHEN,EQUIPMENT ETC. THE EXACT ROUGH-IN REQUIREMENTS FOR THEREEQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTR. TO BERESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.O. 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 DOING ANY WORK.P. E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THEEXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKENECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESECONDITIONS.Q. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C.IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIREDFOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR"THROUGH-BRANCH CIRCUIT WIRING".GENERAL NOTES:(ALL SHEETS)UL LISTED TAMPER RESISTANT DUPLEX RECEPTACLE WALL MOUNTED FIXTURECEILING MOUNTED FIXTURELIGHTING FIXTURE ELECTRICAL SYMBOL SCHEDULEBRANCH CIRCUIT - HOME-RUN TO PANELBRANCH CIRCUIT - IN FLOOR OR UNDERGROUNDMECHANICAL EQUIPMENT OR DETAIL SYMBOLDRAWING NOTE (ON THE SHEET WHERE SHOWN)FAN MOTOR CONNECTION POINTBRANCH CIRCUIT - CONCEALED* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION ANDM.C.V.I.F.A.F.F.B.F.G.NLE.C.ABOVE FINISHED FLOORBELOW FINISHED GRADEVERIFY IN FIELDNIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)MECHANICAL CONTRACTORELECTRICAL CONTRACTORMOTOR CONNECTION POINTTEFTELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)TIME CLOCK SWITCHT11A-1,3UL LISTED TAMPER RESISTANT DOUBLE DUPLEX OUTLET (4-PLEX)JUNCTION BOXBRANCH PANELBOARDJEMERGENCY WALL LIGHT WITH 90MIN. BATTERYPHOTOELECTRIC CELL/SWITCHEWALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)SINGLE POLE SWITCH (SEE SUBSCRIPTS)RECESSED CAN FIXTUREMAIN/DISTRIBUTION PANELBOARDTRAC LIGHT SYSTEMPUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION.RECPT.SUB-SCRIPTSAC=ABOVE COUNTERGFI=GROUND-FAULTIG=ISOLATED GROUNDS=SURGE SUPPRESSIONTR=UL TAMPER RESISTANTWP=WEATHERPROOF COVER W/GFCI RECEPT.TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHTUSB=RECEPTACLE W/USB CHARGERCR=CORD REEL (SEE DETAIL)F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)B=ENCLOSED CIRCUIT BREAKERCEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHEDSEPARATELY. (SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCHSUB-SCRIPTS3 = 3-WAY4 = 4-WAYF = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)T = THERMAL OVERLOAD SWITCH W/PILOT LIGHTP = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)WP = WEATHERPROOFEXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS AS INDICATED ONDRAWINGS. CONNECT TO UNSWITCHED LEG OF NEAREST LIGHTING CIRCUIT.EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TO UNSWITCHED LEGOF LIGHTING CIRCUIT.G.C.GENERAL CONTRACTORN.T.S.NOT TO SCALEV=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NCCONTACTS, CONTROL XFMR, FUSE PER EQUIP. NAMEPLATECROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO.EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT SHOWN. PROVIDE'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONALISOLATED GROUND WHERE INDICATED.FMLED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL PLATE (*COLOR TO MATCH WIRING DEVICES)F#EMNIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTINGCIRCUIT.NLDATA/COMM. SYMBOL SCHEDULETELEPHONE OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)TELE/DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)_T-X_D-X_T/_D-XTELEPHONE & DATA OUTLET NOTES:1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TOCOMMUNICATIONS BOARD, TERMINATE WITH INSULATED THROAT BUSHING.PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATAROOM. SEE DWGS FOR ADDITIONAL INFORMATION. PROVIDE J-HOOKS 3FT ONCENTER ABOVE ACCESSIBLE CEILING FOR SUPPORT OF CABLING.2. CONDUIT SIZES (X): 2=1/2", 3=3/4" , 4=1", 5=(2) 1"3. NO LABEL INDICATES: 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 1"CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING OR CABLE TRAY.TERMINATE WITH INSULATED THROAT BUSHING (UNO). PROVIDE WITH PULLSTRING.4. INSTALL CABLES TO NEAREST IT ROOM.DATA OUTLET - ABOVE CEILING ( _=# OF CABLES)_DLARGE CAPACITY BOX (C = CEILING MOUNTED) LARGE CAPACITY 2 GANG J-BOX (HUBBELL HBL260) WITH 1 GANG MUDRING ANDVANCO 1 GANG CABLE EXIT BRUSH WALL PLATE (VAN 12081). INSTALL A 1 1/2"CONDUIT TO ABOVE ACCESSIBLE CEILING OR TO A CEILING MOUNTED BOX INHARD CEILING APPLICATION. INSTALL AS DIRECTED BY OWNER.COMMUNICATIONS CABLING REQUIREMENTS:(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)NETWORK CABLING - CAT6 PLENUM RATED, BLUETELEPHONE CABLING - CAT6 PLENUM RATED, YELLOWOBTAIN COLOR SELECTED BY OWNER PRIOR TO ORDERING.SHVAC THERMOSTAT OR SENSOR; E.C. SHALL PROVIDE ROUGH-IN INCLUDING BACK-BOX,MUD-RING AND 3/4" CONDUIT & PULL STRING TO ASSOCIATED HVAC UNIT. COORDINATEEXACT LOCATIONS WITH MECH. DWGS.*E0.1ELECTRICAL NOTES AND DETAILS ANCHOR SECURELY TOWALL W/ CONST. ADHESIVE.4'x8'x3/4" PLYWOODPRIME & PAINT W/TWOCOATS GREY ENAMEL6"INSTALL INSULATEDBUSHINGS ON ALLCONDUIT ENDS. (TYP)TELEPHONE / DATAEQUIP. (TYP)NYLON PULL CORD3/4" C., 1#6 B.C. GRND.CONNECT TO BLDG. GROUNDSYSTEMGRND. BAR(SQ. "D" #PK27GTA)INCOMING UTILITY SERVICE CONDUITWITH INSULATED BUSHING AT CONDUITEND. SEE PLAN FOR EXACT SIZE,QUANTITY, ETC.UNISTRUT ANCHORFINISH FLOORTYPICAL CONDUITS OUT TO VOICE/DATA OUTLETS. SEE PLAN FORSIZE, ETC. (TYPICAL TOP & ORBOTTOM OF BOARD)SCALE: NONEDETAIL - TELEPHONE / DATA TERMINAL BOARDUNISTRUT ANCHOR120 V CKT. TO POWER PANEL (SEE PLAN)DOUBLE DUPLEXOUTLETEXTERIOR RECESS SOFFIT CANLIGHT. LED (NO LENS)RECESSED120UNDER AWNINGEXTERIOR FIXTUREUNDER AWNINGINCLUDED120KENALLMSIIFD-PP-CBA-10L40K-120LED SURFACE WRAPINCLUDEDLITHONIABLWP4 4000LM LP840 MIN1 EZ1 MVOLTCEILING120/277ADP MOUNT WITH AC CABLEAC CABLEHEIGHT TO 10" ABOVE BOTTOM CORDLITHONIALDN6-40K-15-LO6-AR-LSS-MVOLT-EZ10 WLINCLUDEDFIXTURE NOTES:LIGHT FIXTURE SCHEDULERECESSED CANLIGHT LED (NO LENS)RECESSED120/277LEDLITHONIALDN6-35-15-L06-AR-LSS-MVOLT-EZ102x4 LED LAY-IN GRIDRECESSEDINCLUDEDLITHONIACPANL 2X440/50/60LM 40K-M2120/277LED STRIP INCLUDEDLITHONIACLX-L48-4000LM-SEF-RDL-MVOLT-GZ10120/277CEILINGCLASSROOM LED PENDANTSUSPENDEDA.C. CABLEFLUXWERXINCLUDEDVU1-B-B-D40-CBA-XX-G-E1-M-03120/277CEILING OR WALL MOUNTWALL PER ARCHINCLUDEDKENALLMLHA5-XX-R-CC-PP-45T-27/65K8-ATW-DV120/277-40K-80CRI-CBA2x4 SURFACE MOUNTEDCEILING120/277LEDLITHONIACPAN12X440/50/60LM 40K KM2 2X4 SMK MHWALL MOUNTED LED VARIABLELENGTHSWALL PER ARCH120/277LEDPRIMUSALX2 RLR LED-H-40K-UNV-SM-(SEB,SEK,SBEK)-#-LENGTH AS INDICATED WALL MOUNTED LED WALL PER ARCH120/277LEDLITHONIAWL4-40L-EZ1-LP840-MSD7WITH OCC SENSORWALL MOUNTED EGRESS LIGHTINCLUDEDLITHONIA120/277WALL PER ARCHINCLUDEDLITHONIAIBG-24000LM-SEF-AFL-GND-MVOLT-0Z10120/27740K-80CRI-CBA-WG4FT. WALL MOUNTED120WALL PER ARCHINCLUDED1CONNECT ALL EXIT AND EMERGENCY LIGHTS TO UNSWITCHED LEG OF LIGHTING CIRCUIT IN AREA.2THE SUFFIX "EM" DENOTES A FIXTURE TO BE SUPPLIED WITH AN EMERGENCY BATTERY DRIVER. CONNECT FIXTURES TO OPERATE WITH SURROUNDING FIXTURES UNDER NORMAL OPERATING CONDITIONS. EC SHALL VERIFY FIXTURE COMPATIBILITY PRIOR TO ORDERING.3THIS FIXTURE WILL NOT COVER A J-BOX. EC SHALL WHIP FEED FOR A CLEAN INSTALLATION. EC SHALL ALSO PROVIDE ARCHITECTURAL ENDCAPS WHERE FIXTURE DOES NOT END IN A WALLAND WILL FUNCTION AS A NIGHT LIGHT.4EC SHALL PROVIDE AND INSTALL ALL REQUIRED SWITCHLEGS, 0-10V DIMMING CABLE, OR NLIGHT CAT 5E CABLE TO ACHIEVE SPECIFIED LIGHTING CONTROL. INSTALL ALLCABLE IN CONDUIT.1234ADJUSTABLE LUMENSPROVIDE WITH ARCH ENDCAPS WHERE NECESSARY.2x2 LED LAY-IN GRIDRECESSEDINCLUDEDLITHONIACPANL 2X2 24/33/44LM 40K-M4120/277ADJUSTABLE LUMENSELM4L2x4 LED LAY-IN WITH HARD CLG ADAPTERRECESSEDINCLUDEDLITHONIACPANL 2X440/50/60LM 40K-M2-DGA24120/277ADJUSTABLE LUMENSRECESSED SHOWER LIGHTRECESSED120LITHONIALDN4-40-05-L04-AR-LSS-MVOLT-WLINCLUDEDLED WALL MOUNTED FLOOD LIGHTINCLUDEDLITHONIAOLX1LED 20W40K DDBWALL PER ARCH120/277WALL OR CEILINGLITHONIASPOT LIGHTPOLE MOUNTEDINCLUDEDDETAIL, E0.2SEESEEPLANDSXF2 LED P3 40K 70CRI NSP MVOLTTHK UBV CBABATTERY POWERED EXIT SIGNINCLUDED120LITHONIALHQM LED G HORO SDLITHONIALED (SEE DETAIL FORPOLE INFORMATION)PARKING AREA POLE LIGHTINCLUDEDDETAIL, E0.2SEESEEPLANWALL OR CEILINGBATTERY POWERED EXIT SIGNINCLUDED120LITHONIALHQM LED G HO SDWITH REMOTE EXTERIOR HEADELA QWP LO309 SD111WITH WIRELESS NETWORKRSX2 LED P3 40K R5 MVOLT SPA CBA NLTAIR2 PIRHN SSS28 6G CBA#2MULTI SERVICE FLOOR BOX: HUBBELL 10GANG WITH BOX, COVER AND DEVICES.PROVIDE WITH (5) DUPLEX RECEPTACLES AND (2) 1 1/2" CONDUITS TO ABOVEACCESSIBLE CEILINGMULTI SERVICE FLOOR BOX: HUBBELL 6GANG WITH BOX, COVER AND DEVICES. PROVIDEWITH (2) DUPLEX RECEPTACLES AND (2) 1" CONDUITS TO ABOVE ACCESSIBLE CEILINGSPEAKER/CLOCK AND CALL STATION. PROVIDE ROUGH-IN PER TYPICAL CLASSROOMDETAIL SHEET E1.6LCP1ADJACENT TO PANEL-AS = SINGLE POLE, 30A RELAY UP TO 277V.D = 2 POLE, 20A RELAY UP TO 480V.SN/A120VA-19ACUITY8.5" W x 13.5" H x 3.25" DARPINTENC08NLT08SPRMVOLTIVBHLKSMDTCN/A208VA-36N/A208VA-35N/A120VN/AN/AN/AN/A120V120V120V120V(NOTES 5., 6.)SCHEDULE NOTES:1. PROGRAM ON/OFF TIMES WITH OWNER.2. CIRCUIT SHALL BE CONTROLLED VIA INTEGRAL PHOTOCELL AND ASTRONOMICAL TIME CLOCK. PROGRAM PER OWNER'S REPRESENTATIVE.3. PROVIDE AND INSTALL 0-10V. WIRING FROM DIMMING RELAY TO THIS LOAD.4. WALL SWITCHES SHALL BE LC&D BRIGHTON, GRAY.5. PROVIDE AND INSTALL A PHOTOCELL ON ROOF. ORIENT TO NORTH SKY. INPUT PHOTCELL SIGNAL INTO LIGHTING CONTROL PANEL.LIGHT CONTROL RELAY PANEL SCHEDULEIDENTIFICATIONLOCATIONRELAYCONTROLLOADNO. TYPESWITCH MASTERVOLTSCIRCUIT DESCRIPTION12345678MASTERREMOTESURFACEFLUSHIDOVERRIDE SW.CIRCUITNOTESMFG:ENCLOSURE#:DIMENSIONS:INTERIOR#:DBUILDING PERIMETER LIGHTSSITE LIGHTINGSITE LIGHTINGSPARESPARESPAREDDSSSSFLAG POLESPARE6. E.C. SHALL NETWORK THE TWO LIGHTING CONTROL PANELS PER MANUFACTURER. 3/4" CONDUIT 1 CAT 5E CABLE AND CONNECTIONS.LCP2ADJACENT TO PANEL-DS = SINGLE POLE, 30A RELAY UP TO 277V.D = 2 POLE, 20A RELAY UP TO 480V.SN/A120VD-44N/A208VN/A120VD-46N/A208VN/AN/AN/AN/A120V120V120V120VSCHEDULE NOTES:1. PROGRAM ON/OFF TIMES WITH OWNER.2. CIRCUIT SHALL BE CONTROLLED VIA INTEGRAL PHOTOCELL AND ASTRONOMICAL TIME CLOCK. PROGRAM PER OWNER'S REPRESENTATIVE.3. PROVIDE AND INSTALL 0-10V. WIRING FROM DIMMING RELAY TO THIS LOAD.4. WALL SWITCHES SHALL BE LC&D BRIGHTON, GRAY.5. PROVIDE AND INSTALL A PHOTOCELL ON ROOF. ORIENT TO NORTH SKY. INPUT PHOTCELL SIGNAL INTO LIGHTING CONTROL PANEL.IDENTIFICATIONLOCATIONRELAYCONTROLLOADNO. TYPESWITCH MASTERVOLTSCIRCUIT DESCRIPTION12345678MASTERREMOTESURFACEFLUSHIDOVERRIDE SW.CIRCUITNOTESMFG:ENCLOSURE#:DIMENSIONS:INTERIOR#:SBUILDING PERIMETER LIGHTSSPARESPARESPARESDSSSSSPARESPARE6. E.C. SHALL NETWORK THE TWO LIGHTING CONTROL PANELS PER MANUFACTURER. 3/4" CONDUIT 1 CAT 5E CABLE AND CONNECTIONS.8.5" W x 13.5" H x 3.25" DSPARELOBBYACUITYARPINTENC08NLT08SPRMVOLTIVBHLKSMDTC1., 2.1., 2.1., 2.(NOTES 5., 6.)LIGHT CONTROL RELAY PANEL SCHEDULE1., 2.1., 2.5PROVIDE FIXTURE LENGTH AS SHOWN ON DRAWINGS.6E.C. SHALL PROVIDE FACTORY COMMISSIONING AND PROGRAMMING FOR EXTERIOR LIGHTING CONTROLS.(VARIABLE LENGTHS)55WIRE GAURDLIGHTING COMMISSIONING NOTE:E.C. SHALL PROVIDE FACTORY CERTIFIED COMMISSIONING OF ALL LIGHTINGCONTROL SYSTEMS. E.C. SHALL PROVIDE FACTORY CERTIFIED ON-SITE TRAININGFOR ALL LIGHTING CONTROL SYSTEMS. TRAINING MUST BE VIDEO RECORDED ANDTURNED OVER TO OWNER FOR FUTURE REFERENCE. E.C. SHALL FIELD ADJUSTLUMEN VALUES OF ALL F2, F11 AND F14 FIXTURES TO SATISFACTION OF OWNERAND ENGINEER.FOCAL POINTFSM1BW-ASFL-500DN-1000UP-40K-2C-UNV-LD1-WM-CBADIRECT/INDIRECTA-351., 2. FIRE PUMP HOUSESEE PLAN THIS SHEET4123576F20F20F20F20F20F20F20F20LCP1-3,43/4"C., 4-#10+ GROUNDF20F20F20F20F20F203/4"C., 2-#10+ GROUNDLCP1-2FLAGPOLEF198LCP4910MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE0.2ELECTRICAL SITE PLANSCALE:SITE PLAN - ELECTRICAL1" = 40' - 0"40'0"80'NPANEL-"SBTURBINE WELL PUMP30 HP VERTICAL1 HP 480V 3ØJOCKEY PUMPTURBINE FIRE PUMP50 HP VERTICALRESERVOIR FILLCONTROL PANELFLOAT WELLSB-13/4" C., 2#10+ GRNDS SB-448"48"WPGFISB-21" C., 3#3+ GRND1 1/2" C., 3#2+ GRNDTO TANK FLOATSCOMPANY IN COMPLIANCE WITH NFPAC/T & METERING, AS PER LOCAL UTILITYKEYLESS SOCKET WITHWIRE GAURD (TYP OF 4)FIRE PUMPCONTROLLERFIRE PUMPCONTROLLERFIRE PUMP HOUSE - ELECTRICALSCALE : 1/4"= 1'-0"SB-6F19, F20 POLE LIGHT MOUNTING DETAILNO SCALEPOLE BASE WITH 4#5 RE-BARSCONDUIT & CONDUCTORS(PVC) 24" MIN. DEPTH.UNDISTURBED OR COMPACTED18" ØEARTH3000 PSI MIN.AND #3 TIES @ 12" O.C.5'-0 MIN.2'-0"POLEANCHOR BOLTS TO SUITCONCRETE MOWSTRIPWITH COVERBASE POLE28'-0"POLE LIGHT - SEE SCHEDULEPOLE - SEE SCHEDULEREFER TO PLAN.telephone services with the utility company representatives and providedirected by the governing utilities. all work and pay all costs for complete and operating systems, asSPECIAL NOTE:These plans have been prepared without utility company comments. Thecontractor shall verify the exact requirements for the electric andKEY NOTES1BUILDING TRANSFORMER 120/208V 3Ø. E.C. SHALL PROVIDE AND INSTALL PAD AND VAULT PERRMP SPECIFICATIONS.FIRE PUMP TRANSFORMER 277/480V 3Ø. E.C. SHALL PROVIDE AND INSTALL PAD AND VAULT PERRMP SPECIFICATIONS.MAIN SERVICE METER/SWITCHBOARD. SEE POWER RISER.COMMUNICATION BOARD #1.E.C. SHALL INCLUDE IN BASE BID THE INSTALLATION OF (8) 5" CONDUITS WITH ASSOCIATEDTRENCHING AND BACKFILL FROM LV COMPONENTS OF TRANSFORMER TO SWITCHBOARDMETERING. INSTALLATION AND MATERIALS SHALL CONFORM TO RMP STANDARDS AND SPECS.RMP WILL DETERMINE ACTUAL QUANTITY AND LOCATION.PROBABLE ROUTING FOR POWER CO. PRIMARY FEEDER. E.C. SHALL INCLUDE IN BASE BID (2) 5"CONDUIT TRENCHING AND BACKFILL INSTALLED PER RMP REQUIREMENTS. EXACT ROUTING TO BEDETERMINED BY POWER CO.PROVIDE AND INSTALL (4) 4" CONDUITS FROM IT ROOM TO PROPERTY LINE FOR COMMUNICATIONSERVICES. INSTALL A PULL STRING IN EACH. LABEL BOTH ENDS. TERMINATE EACH IN 12" SQ.GROUND BOX.PROVIDE AND INSTALL AN F19 FIXTURE ON BACK OF POLE. AIM AT FLAG AT NIGHT TO OWNER'SSATISFACTION.12" GROUND BOX WITH 2" CONDUIT WITH PULL CORD TO NEAREST IT ROOM FOR FUTURE USE BYOWNER.12" GROUND BOX WITH 2" CONDUIT WITH PULL CORD TO "LCP1" FOR FUTURE USE BY OWNER.234562000QO LOAD CENTER120/208V 1Ø 3WCP/7 AND CP/8 PANELOUTSIDE1000 30 1 2000"S" (NEMA 3R)20"x39"x5 3/4"3011000100CP/9 AND CP/10 PANELCP/11 AND CP/12 PANELPREPARED SPACE10001000CP/7 AND CP/8 PANELCP/9 AND CP/10 PANELPREPARED SPACE1000200SEE RISER320026162000SEE RISERSEE RISERFEED TOPDIMENSIONSLOADFEED BOTTOMWATTSCONDUIT SIZES.C. INT CAP/BKR.AMPSWATTSFEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:LOAD NAME 711 9NO. 3 5WATTS 1LOCATIONMAKE/MODELCLASSCIRLOADLLAMPEA BAMPELOAD/POLEMAIN LUGS ONLYMAIN BRKR. AMPSMAIN SW.BRKPOAMPSPOBRKAMPS.LOAD NAME 81012 4 6 2NO.CIRSURFACEFLUSH1200QO LOAD CENTER120/208V 1Ø 3WEH-1-2500 30 2"SB"20"x39"x5 3/4"100SAND FILTER2500 - --BMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLYFEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTSCLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 911 7 5 1 3EBRKCIRLOADMAIN SW.OPLS.C. INT CAP/BKR.CONDUIT SIZEAMPS.NO.WATTSECAMP1012 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAME310029001 20600400SPARE290027SEE RISER3236004500SEE RISERSEE RISERFIRE PUMP MOTOR HEATERLIGHTINGRECEPTACLESSUPPLY WITH INTEGRAL SPD SUPPLY WITH INTEGRAL SPD CHEM. FEEDERSPARESPARE20 1500500500500(CONFIRM LOCATION)SAND FILTER(CONFIRM LOCATION)CHEM. FEEDER7891015'-0"BELL BOXF19 ADJUSTABLE FLAG POLE LIGHT WITH BOTTOMVISOR WHERE INDICATED ON PLAN. KINDERGARTEN164KINDERGARTEN161VEST160CORR.165TR150VEST143TESTING142OVERFLOW159GYM155CAFE144SERV145DISH146CUST.151STOR.153MECH/ELECT152STOR.149KITCHEN147OFF148VEST157S7F17F13F1S7F17F13F1SF17F13F1PPDSL1F8EMF8(TYP)CAFE144PPDSL1F8EMF8A(TYP)1144F18F18F17PPDSL1F8EMF8(TYP)CAFE144PPDSL1F8EMF8A(TYP)11F1744F173PPDSL1F8EMF8(TYP)CAFE144PPDSL1F8EMF8A(TYP)1144F18F17F17F18F18SF17SF22F6F6F6F3F3F6F6SD5F14F18SD5F14F18F4SS3SF2411F2411F2411F12F2EM33A-5,7A-9,11A-13,15F2111SSSSF2EMF2EMF2EM9F2(TYP)CIRCUIT: B-22F241127F2CIRCUIT: A-1F2411F2EMF2EMSSSSSSF2EMF2EMSF4F2EMF10F10F10EM33SSCIRCUIT: A-3F4(TYP)SSSF4EMF4EM3CIRCUIT: A-3F2(TYP)F4(TYP)113S14F33SF1717F2F2LIGHTING KEY NOTES1CONNECT ALL DIMMING POWER PACKS, SENSORS AND WALL DEVICES WITH CAT 5e CABLE COLORTO MATCH STRUCTURE. PROVIDE ALL 0-10V WIRING AND POWER CIRCUIT FROM EACH FIXTURE TOPOWER PACK IN 1/2" CONDUIT.LIGHTING AND EQUIPMENT CONTROL PANEL. MOUNT FLUSH IN WALL WITH LOCKABLE COVER. SEEDETAIL THIS SHEET.CONNECT OCC. SENSORS IN THIS ROOM IN PARALLEL SUCH THAT ANY SENSOR WILL ACTIVATE ALLLIGHTING IN ROOM.E.C. SHALL POSITION THESE FIXTURES (2) TO HIGHLIGHT FLAG IN GYM. E.C. SHALL LOCATE,ADJUST AND AIM THESE FIXTURES TO THE SATISFACTION OF OWNER. FIELD VERIFY PRIOR TOROUGH-IN.CONTROL VESTIBULE LIGHTS WITH DAYLIGHT SENSOR. PROVIDE ALL REQUIRED POWER POWER PACKS,SENSOR, 0-10V WIRING, ETC.E.C. SHALL PROVIDE STRUCTURE NECESSARY TO RIGIDLY MOUNT RECESSED CAN IN CANOPY.COORDINATE WITH ARCH. DETAILS AND G.C.SEE DETAIL "B" SHEET E1.6 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "C" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "E" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "A" SHEET E1.6 FOR WIRING INFORMATION IN THIS ROOM.CONNECT ALL EXTERIOR BUILDING LIGHTING TO LCP1-1 OR LCP2-1. PROGRAM TO OPERATESIMULTANIOUSLY.CONTROL DOWN LIGHTS WITH CORRIDOR FIXTURES.SEE DETAIL "A" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "B" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.PROVIDE AND INSTALL (40) F11 FIXTURES. INSTALL EVENLY IN ARCHITECTURAL CLOUDS. CONTROL ASINDICATED.LOBBY LIGHTING OVERRIDE SWITCH. INSTALL CONTROL CABLE TO LCP2. PROGRAM PER OWNER.CAFE, GYM AND OVERFLOW LIGHTING AND EQUIPMENT CONTROL STATION WITH LOCKABLE COVER. SEEDETAIL SHEET E1.0.234567891011121314151617MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE1.0CAFETERIA/GYM LIGHTINGSCALE:CAFETERIA/GYM PLAN - LIGHTING1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1SPECIAL NOTE:IN GENERAL SWITCH LEG CONDUCTORS ARE NOT SHOWN. E.C. SHALL PROVIDEAND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE DESCRIBED CONTROL SCHEMES. ROUTE ALL LIGHTING CIRCUITS THROUGH LIGHTING CONTROL PANEL.CONNECT ALL EXIT, BATTERY BACKED, AND NIGHT LIGHTS TO AN UNSWITCHEDLEG OF THE LIGHTING CIRCUIT FEEDING THE AREA.RECESSED LIGHT FIXTURE MOUNTING DETAILNO SCALECEILING TILEACOUSTICALL SIDESSUPPORT CLIPSTEE BAR GRIDINDEPENDENT OF CEILING SYSTEM. (TYPICAL)SUPPORT WIRE BY ELECTRICAL CONTRACTORPOWER SUPPLY CONDUIT FORCEILING OR WALL "J" BOX.CONTROL STATIONNO SCALE:LABELS (TYPICAL)PERMANENT MICARTADETAIL - GYM LIGHTING / EQUIP. PROVIDE AND INSTALL A FLUSH MOUNT 24x24x6" LOCKABLEPANEL CAN WITH HINGE COVER SUCH AS HOFFMAN ASE24X24X6NKFOR GYM LIGHTING CONTROL, BACK STOP AND CONTROLSWITCHES. FIELD VERIFY EXACT PLACEMENT OF ALL PANEL CANSPRIOR TO ROUGH-IN. MOUNT ALL DEVICES IN DEAD FRONT.EZ PAD CONTROL PANEL FOR CONTROL OF GYM CURTAIN,BASKETBALL STANDARDS. PROVIDE AND INSTALL 3/4"C., WITH (1)20GA TWO CONDUCTOR CABLE AND (1) 18GA TWO CONDUCTORSHIELDED CABLE TO RELAY PANEL IN MEZZ.PROVIDE AND INSTALL A 3/4"C.,WITH (1) CAT 5e CABLE TO GYMLIGHTING SYSTEM. SEE LIGHTINGPLANS.GYMNASIUM LIGHTING CONTROL SHALL BE PROGRAMMED ANDCOMMISSIONED ON SITE BY AUTHORIZED FACTORY REP. PROGRAM ASDIRECTED BY ENGINEER AND OWNER. PROVIDE 2 HOUR TRAINING.OVERFLOWSCREENBLINDSSCREEN RAISE/LOWERBLIND CONTROLLERWIRELESS WINDOW SWITCH TYPE GYMCAFETERIA4SWITCH TYPE 4SWITCH TYPE 4 CLASS139CLASS137CLASS135CLASS130CLASS129KINDERGARTEN164KINDERGARTEN161TR163TR162CORR.165CORR.128CORR.136VEST134MEN171WOMAN170GIRLS169BOYS167172VEST143TESTING142TESTING141STOR.166CAFEMEDIA194WORK189WORK184TR187CUST.186ACCESS188CORR.138CORR.182CORR.140BREAK173SUSPENSION175STOR.174WORK176TR177PRINCIPAL178REC'P180WAIT181CONF.179ENTRY101STOR.132STOR.131STOR.133TRBA8STOR185CONF.183F17F17F1SSF18F13SF22F6SS7F17F13F1F1F1F1F18F13F22F6SS7F17F13F1F1F1F1F22F6SF17F13F1F1F1PPDSL1F8EM14F18F17PPDSL11F174PPDSL1F8EM14F17F17F6F6F3F3F6F6SWF4F4F18SD5F14F18F4F4SSS3SSSF22F6F6SSF22F22F22F22F6F6SSF2411F2EMF2111SSSSF2EMF2EMF2EM9F2(TYP)CIRCUIT: B-223314PPDSF1F1F17F9F9EMF9F9EMF9F9EMF9F9EMF18SF12F12F1211CIRCUIT: B-24CIRCUIT: B-26CIRCUIT: C-72SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: C-78SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: C-78SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: C-76SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: C-7633S14S14CIRCUIT: C-72F33F2(TYP)SF17F2EMF2EMF2EMF2EMF2EMF2EMF2EMSSSSSSS39399F17CIRCUIT: C-8039F2EMS3F5F5F9F9F9SSS33F2(TYP)F2(TYP)CIRCUIT: C-72CIRCUIT: C-80F2111F18F10F10EMWSWSWSSCIRCUIT: C-80CIRCUIT: C-823PPDPPD1414WSF4F4F7EMF7UP TO MEZZ.LIGHTINGWS14CIRCUIT: C-823F2(TYP)F2(TYP)F2EMF2EM16F17S214SSSSSS33321314F2F2F2F2CIRCUIT: C-74F2EM314PPDCIRCUIT: C-74F2(TYP)F2(TYP)PPD314F2(TYP)CIRCUIT: C-74WSF2F6213F2CIRCUIT: C-74CIRCUIT: C-74LCP2-317F10F10F10F10F2F2F2F2VEST160TRBA8KINDERGARTENBA7F18F13F18F13F22F6SS7F17F13F1F1F1F1SD5F14F18SF12SF2EMCIRCUIT: B-2811LIGHTING KEY NOTESSEE SHEET E1.0 FOR LIGHTING KEY NOTESMMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE1.1COMMONS/CLASSROOM LIGHTINGSCALE:COMMONS/CLASSROOM PLAN - LIGHTING1/8" = 1' - 0"16'8'0"NSCALE:BID ALT #2 PLAN - LIGHTING1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1SPECIAL NOTE:IN GENERAL SWITCH LEG CONDUCTORS ARE NOT SHOWN. E.C. SHALL PROVIDEAND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE DESCRIBED CONTROL SCHEMES. ROUTE ALL LIGHTING CIRCUITS THROUGH LIGHTING CONTROL PANEL.CONNECT ALL EXIT, BATTERY BACKED, AND NIGHT LIGHTS TO AN UNSWITCHEDLEG OF THE LIGHTING CIRCUIT FEEDING THE AREA. CLASS123CLASS125CLASS126CLASS122CLASS121CLASS119CLASS127CORR.124CLASSBA6CLASSBA4CLASSBA1CLASSBA2VESTBA3CORR.BA5CORR.120CORR.128GIRLS192BOYS190MEDIA194WORK189TR193F17F3F3F6F6F6SSF6F22F6SSSSEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-49SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-43SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-43SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-49SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-51SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-45SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: D-51SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: D-45SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: D-47SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: D-53SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: D-52SD5F21F2EMSF2EMSSSSF2EMF2EMF5F5F9F9F9F2EMSF1839F2(TYP)11F14SCIRCUIT: D-5539F2(TYP)F1712SS39F2EMCIRCUIT: D-5733315PPDPPDSSSCIRCUIT: D-59CIRCUIT: D-57CIRCUIT: D-55SEE TYPICAL CLASSROOM CIRCUIT: C-8039F2EMS3F2(TYP)14CIRCUIT: C-823F2(TYP)LIGHTING KEY NOTES1CONNECT ALL DIMMING POWER PACKS, SENSORS AND WALL DEVICES WITH CAT 5e CABLE COLORTO MATCH STRUCTURE. PROVIDE ALL 0-10V WIRING AND POWER CIRCUIT FROM EACH FIXTURE TOPOWER PACK IN 1/2" CONDUIT.LIGHTING AND EQUIPMENT CONTROL PANEL. MOUNT FLUSH IN WALL WITH LOCKABLE COVER. SEEDETAIL THIS SHEET.CONNECT OCC. SENSORS IN THIS ROOM IN PARALLEL SUCH THAT ANY SENSOR WILL ACTIVATE ALLLIGHTING IN ROOM.E.C. SHALL POSITION THESE FIXTURES (2) TO HIGHLIGHT FLAG IN GYM. E.C. SHALL LOCATE,ADJUST AND AIM THESE FIXTURES TO THE SATISFACTION OF OWNER. FIELD VERIFY PRIOR TOROUGH-IN.CONTROL VESTIBULE LIGHTS WITH DAYLIGHT SENSOR. PROVIDE ALL REQUIRED POWER POWER PACKS,SENSOR, 0-10V WIRING, ETC.E.C. SHALL PROVIDE STRUCTURE NECESSARY TO RIGIDLY MOUNT RECESSED CAN IN CANOPY.COORDINATE WITH ARCH. DETAILS AND G.C.SEE DETAIL "B" SHEET E1.6 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "C" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "E" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "A" SHEET E1.6 FOR WIRING INFORMATION IN THIS ROOM.CONNECT ALL EXTERIOR BUILDING LIGHTING TO LCP1-1 OR LCP2-1. PROGRAM TO OPERATESIMULTANIOUSLY.CONTROL DOWN LIGHTS WITH CORRIDOR FIXTURES.SEE DETAIL "A" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "B" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.PROVIDE AND INSTALL (40) F11 FIXTURES. INSTALL EVENLY IN ARCHITECTURAL CLOUDS. CONTROL ASINDICATED.LOBBY LIGHTING OVERRIDE SWITCH. INSTALL CONTROL CABLE TO LCP2. PROGRAM PER OWNER.CAFE, GYM AND OVERFLOW LIGHTING AND EQUIPMENT CONTROL STATION WITH LOCKABLE COVER. SEEDETAIL SHEET E1.0.234567891011121314151617MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE1.2CLASSROOM WING LIGHTINGSCALE:CLASSROOM WING PLAN - LIGHTING1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1SPECIAL NOTE:IN GENERAL SWITCH LEG CONDUCTORS ARE NOT SHOWN. E.C. SHALL PROVIDEAND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE DESCRIBED CONTROL SCHEMES. ROUTE ALL LIGHTING CIRCUITS THROUGH LIGHTING CONTROL PANEL.CONNECT ALL EXIT, BATTERY BACKED, AND NIGHT LIGHTS TO AN UNSWITCHEDLEG OF THE LIGHTING CIRCUIT FEEDING THE AREA. CLASSCLASS119CLASS118CLASS116CLASS115CLASS113CLASS111CLASS110CLASS109CORR.120CORR.102CORR.117RESOURCE A103CORR.114MEDIA194WAIT181CONF.179ENTRY101TESTING104ESL106SPEECH107TR108VEST112TR193F17F17F6F22F6SSSSEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: D-52S39F2EMCIRCUIT: D-573SD5F21F2EMSF1811F14F2EMSSSSF2EMF2EMF939F2(TYP)SCIRCUIT: D-5739F2(TYP)F17SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUIT: D-53SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-50SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-46SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-44SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-48SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-48SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUIT: D-44315314PPDPPDPPDSSSCIRCUIT: D-59CIRCUIT: D-57CIRCUIT: D-57F9F2EMSF5F5SF2EMF93F1F1F1SS310CIRCUIT: D-52F1F1F17F9F9EMF9F9EMF9F9EMF9F9EMF18SF12F12F1211141433F11F11F11F11F2(TYP)SF16F22F6SSCIRCUIT: D-4633F1713LCP2-3LIGHTING KEY NOTES1CONNECT ALL DIMMING POWER PACKS, SENSORS AND WALL DEVICES WITH CAT 5e CABLE COLORTO MATCH STRUCTURE. PROVIDE ALL 0-10V WIRING AND POWER CIRCUIT FROM EACH FIXTURE TOPOWER PACK IN 1/2" CONDUIT.LIGHTING AND EQUIPMENT CONTROL PANEL. MOUNT FLUSH IN WALL WITH LOCKABLE COVER. SEEDETAIL THIS SHEET.CONNECT OCC. SENSORS IN THIS ROOM IN PARALLEL SUCH THAT ANY SENSOR WILL ACTIVATE ALLLIGHTING IN ROOM.E.C. SHALL POSITION THESE FIXTURES (2) TO HIGHLIGHT FLAG IN GYM. E.C. SHALL LOCATE,ADJUST AND AIM THESE FIXTURES TO THE SATISFACTION OF OWNER. FIELD VERIFY PRIOR TOROUGH-IN.CONTROL VESTIBULE LIGHTS WITH DAYLIGHT SENSOR. PROVIDE ALL REQUIRED POWER POWER PACKS,SENSOR, 0-10V WIRING, ETC.E.C. SHALL PROVIDE STRUCTURE NECESSARY TO RIGIDLY MOUNT RECESSED CAN IN CANOPY.COORDINATE WITH ARCH. DETAILS AND G.C.SEE DETAIL "B" SHEET E1.6 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "C" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "E" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "A" SHEET E1.6 FOR WIRING INFORMATION IN THIS ROOM.CONNECT ALL EXTERIOR BUILDING LIGHTING TO LCP1-1 OR LCP2-1. PROGRAM TO OPERATESIMULTANIOUSLY.CONTROL DOWN LIGHTS WITH CORRIDOR FIXTURES.SEE DETAIL "A" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "B" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.PROVIDE AND INSTALL (40) F11 FIXTURES. INSTALL EVENLY IN ARCHITECTURAL CLOUDS. CONTROL ASINDICATED.LOBBY LIGHTING OVERRIDE SWITCH. INSTALL CONTROL CABLE TO LCP2. PROGRAM PER OWNER.CAFE, GYM AND OVERFLOW LIGHTING AND EQUIPMENT CONTROL STATION WITH LOCKABLE COVER. SEEDETAIL SHEET E1.0.234567891011121314151617MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE1.3CLASSROOM/MEDIA LIGHTINGSCALE:CLASSROOM/MEDIA PLAN - LIGHTING1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1SPECIAL NOTE:IN GENERAL SWITCH LEG CONDUCTORS ARE NOT SHOWN. E.C. SHALL PROVIDEAND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE DESCRIBED CONTROL SCHEMES. ROUTE ALL LIGHTING CIRCUITS THROUGH LIGHTING CONTROL PANEL.CONNECT ALL EXIT, BATTERY BACKED, AND NIGHT LIGHTS TO AN UNSWITCHEDLEG OF THE LIGHTING CIRCUIT FEEDING THE AREA. STAIRS201IT214F4(TYP)F4EMF4(TYP)F4EMF4EMF4EMF4EMF4(TYP)F4EMF4EMF4(TYP)SF4EMF4(TYP)F4EMF4EMF4EMF4EMF4EMF4EMF4EMF4EMF4EMF4EMF4EMF4EMSF4(TYP)F17SD-62SF4(TYP)F17F17SF17A-17F17S F4F4SH5-10F17D-60F17DOWN TO FIXTUREBELOWF7EMF17F4(TYP)LIGHTING KEY NOTES1CONNECT ALL DIMMING POWER PACKS, SENSORS AND WALL DEVICES WITH CAT 5e CABLE COLORTO MATCH STRUCTURE. PROVIDE ALL 0-10V WIRING AND POWER CIRCUIT FROM EACH FIXTURE TOPOWER PACK IN 1/2" CONDUIT.LIGHTING AND EQUIPMENT CONTROL PANEL. MOUNT FLUSH IN WALL WITH LOCKABLE COVER. SEEDETAIL THIS SHEET.CONNECT OCC. SENSORS IN THIS ROOM IN PARALLEL SUCH THAT ANY SENSOR WILL ACTIVATE ALLLIGHTING IN ROOM.E.C. SHALL POSITION THESE FIXTURES (2) TO HIGHLIGHT FLAG IN GYM. E.C. SHALL LOCATE,ADJUST AND AIM THESE FIXTURES TO THE SATISFACTION OF OWNER. FIELD VERIFY PRIOR TOROUGH-IN.CONTROL VESTIBULE LIGHTS WITH DAYLIGHT SENSOR. PROVIDE ALL REQUIRED POWER POWER PACKS,SENSOR, 0-10V WIRING, ETC.E.C. SHALL PROVIDE STRUCTURE NECESSARY TO RIGIDLY MOUNT RECESSED CAN IN CANOPY.COORDINATE WITH ARCH. DETAILS AND G.C.SEE DETAIL "B" SHEET E1.6 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "C" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "E" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "A" SHEET E1.6 FOR WIRING INFORMATION IN THIS ROOM.CONNECT ALL EXTERIOR BUILDING LIGHTING TO LCP1-1 OR LCP2-1. PROGRAM TO OPERATESIMULTANIOUSLY.CONTROL DOWN LIGHTS WITH CORRIDOR FIXTURES.SEE DETAIL "A" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.SEE DETAIL "B" SHEET E1.5 FOR WIRING INFORMATION IN THIS ROOM.PROVIDE AND INSTALL (40) F11 FIXTURES. INSTALL EVENLY IN ARCHITECTURAL CLOUDS. CONTROL ASINDICATED.LOBBY LIGHTING OVERRIDE SWITCH. INSTALL CONTROL CABLE TO LCP2. PROGRAM PER OWNER.CAFE, GYM AND OVERFLOW LIGHTING AND EQUIPMENT CONTROL STATION WITH LOCKABLE COVER. SEEDETAIL SHEET E1.0.234567891011121314151617MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE1.4MEZZANINE PLAN LIGHTINGSCALE:MEZZANINE PLAN - LIGHTING1/16" = 1' - 0"32'16'0"NSPECIAL NOTE:IN GENERAL SWITCH LEG CONDUCTORS ARE NOT SHOWN. E.C. SHALL PROVIDEAND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE DESCRIBED CONTROL SCHEMES. ROUTE ALL LIGHTING CIRCUITS THROUGH LIGHTING CONTROL PANEL.CONNECT ALL EXIT, BATTERY BACKED, AND NIGHT LIGHTS TO AN UNSWITCHEDLEG OF THE LIGHTING CIRCUIT FEEDING THE AREA. MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE1.5LARGE SCALE KITCHEN POWER LIGHTING CONTROL SCHEDULEON/OFF/DIM PUSHBUTTONSENSOR SWITCH nPODM-DX-CBAPS1ON/OFF/DIM/DUAL TECH OCC SENSORSENSOR SWITCH nWSXPDTLV-DX-CBA2DUAL TECHNOLOGY OCCUPANCY SENSORSENSOR SWITCH nCMPDT9ADCSINFRARED OCCUPANCY SENSORSENSOR SWITCH nCM10SH4UTP CAT 5e PATCH CORDSENSOR SWITCH PS150 SUPPLY & INSTALL AS REQ'D.POWER SUPPLYSENSOR SWITCH nPP16-DPPRELAY POWER PACK, 0-10V DIMMINGPATCH CORDS SHALL BE RATED FOR THE SPACE INSTALLED (PLENUM)3SLSDDAYLIGHT SENSORSENSOR SWITCH nCM ADCLARGE AREA INFRA RED SENSORSENSOR SWITCH nCM62PON/OFF PUSHBUTTONSENSOR SWITCH nPODM-CBA(USE BETWEEN ALL LIGHTING NETWORK DEVICES & nLIGHT FIXTURES)1, 2, 3NOTES: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 MIMIMUM OF 2' SLACK BETWEEN ALL DEVICE AND FIXTURE CONNECTION POINTS.4SQ. BOX W/ SINGLE GANG MUD RING W/ 3/4" C., TOABOVE ACCESSIBLE CEILING OR NEXT DEVICESEE DETAILS THIS SHEETSENSOR SWITCH nPP16PPDRELAY POWER PACKSLINE-VOLTAGE, DUAL-TECH OCC. SENSOR SENSOR SWITCH CMR PDT 9 SLINE-VOLTAGE, DUAL-TECH OCC. SENSORSENSOR SWITCH CMR PDT 9 ADCW/ PHOTOCELL & 0-10V DIMMINGPSRESTROOM ,LINE VOLTAG, DUAL-TECH SENSOR SWITCH CMR PDT 9 2P2-POLE OCC. SENSOR. R(1) RELAY FOR LTG, (1) RELAY FOR EXHAUST FAN CONTROLSET TO 30 MIN. DELAY.SEE DETAILS THIS SHEET4TWO CHANNEL ON/OFF/DIM PUSHBUTTON SENSOR SWITCH nPODM-2P-DX-CBA5FOUR CHANNEL ON/OFF/DIM PUSHBUTTON SENSOR SWITCH nPODM-4P-DX-CBASPECIAL LIGHTING CONTROL NOTES:E.C. SHALL PROVIDE AND INSTALL CAT5e PLENUM RATED PATCH CORDS FROM CONTROLDEVICE TO CONTROL DEVICE PER MANUFACTURER'S RECOMMENDATIONS.PROVIDE 2FT. SLACK CABLE BETWEEN ALL CAT 5E CONNECTIONS TO DEVICES.PROGRAM DEVICE OPERATION TO OWNER'S SATISFACTION.1.2.3.GENERAL NOTES:THIS DIAGRAM IS SCHEMATIC IN NATURE; REFER TO LIGHTING DRAWINGS FOR EXACT QTYAND LOCATION OF OCC. SENSORS, DAY-LIGHT SENSORS, WALL SWITCHES AND LIGHTFIXTURESNO SCALETYP. ROOM CONTROL DIAGRAMS - ON/OFF/DIM CONTROL3 ENTRY SWITCH(ES)nPODM-DX-XPROVIDE 24" SLACK CABLEBETWEEN ALL CONNECTIONSFOR CEILING TILE ACCESSSTYPICALFIXTUREOCCUPANCY SENSOR(S)PER LTG DRAWINGSORIENT LIGHTS AS SHOWNON DRAWINGSCAT-5e CABLETYPICAL3PPDTYPICAL0-10V WIRING &ON/OFF SWITCH LEGPPD- nLIGHT RELAY POWER PACK W/ 0-10V DIMMING (SEE LIGHTING CONTROL SCHEDULE)NO SCALETYP. CORRIDOR/COMMON AREA CONTROL DIAGRAMSGENERAL NOTES:THIS DIAGRAM IS SCHEMATIC IN NATURE; REFER TO LIGHTING DRAWINGS FOR EXACT QTYAND LOCATION OF OCC. SENSORS, DAY-LIGHT SENSORS, WALL SWITCHES AND LIGHTFIXTURESSTYPICALLUMINAIREOCCUPANCY SENSOR(S)PER DRAWINGSEMERG. FIXTURE(S)AS PER DWGS,CONNECTEDTO UNSWITCHED LEGOF LIGHTING CIRCUITFIXTURE TO OPERATE WITHOTHER FIXTURES ON NORMALCONDITIONS..S(REFER TO LIGHTING DRAWINGS)PPPP- nLIGHT RELAY POWER PACK W/ 0-10V DIMMING (SEE LIGHTING CONTROL SCHEDULE)TO ADDITIONAL nLIGHTDEVICES IN CONTROL ZONEAS APPLICABLE.TO ADDITIONALFIXTURES INCONTROL ZONETO ADDITIONALFIXTURES INCONTROL ZONETYPICAL ON/OFF SWITCH LEGIN 1/2" CONDUITNO SCALETYPICAL POWER PACK DETAILnPP16DCAT-5eNHN0-10 VLED DRIVERBLUBLK/ORNWHTGRNGRYVIOBLUPPD2PPD2NO SCALETYP. OFFICE CONTROL DIAGRAM(REFER TO LIGHTING DRAWINGS)TYPICAL 0-10V WIRING ANDON/OFF SWITCH LEG IN 1/2"CODNUITON/OFF/DIM DUAL TECH. OCC.SENSOR(REFER TO LIGHTING DRAWINGS)LINE VOLTAGE CIRCUITSEE PLANSENSOR SWITCH nEPP5 D KO5 AMP RELAY DIMMING POWER PACKPPD2TYPICAL CAT5eCABLEABCDNTO NEXTFIXTUREIN THE EVENT THAT FIXTURES IN DAYLIGHT ZONESARE CONTROLLED BY (2) DIFFERENT RELAY POWERPACKS, PROVIDE A 2 POLE SINGLE THROW "DAYLIGHTZONE" SWITCH AND ROUTE SWITCH LEGS FOR EACHRELAYCAT 5e CABLE (WHITE)O-10V. WIRINGLINE VOLTAGE WIRINGCAT 5e CABLE (WHITE)O-10V. WIRINGLINE VOLTAGE WIRINGSEE PLANFOR CIRCUITCAT 5e CABLE (WHITE)O-10V. WIRINGLINE VOLTAGE WIRINGSWALL OCC. SENSOR (ON/OFF)SENSOR SWITCH WSXPDT-CBAWS2-POLE WALL OCC. SENSOR (ON/OFF)SENSOR SWITCH WSXPDT2P-CBAW2EMERG. FIXTURE(S)AS PER DWGS,CONNECTEDTO UNSWITCHED LEGOF LIGHTING CIRCUITFIXTURE TO OPERATE WITHOTHER FIXTURES ON NORMALCONDITIONS.0-10 VLED DRIVERLIGHTING COMMISSIONING NOTE:E.C. SHALL PROVIDE FACTORY CERTIFIED COMMISSIONING OF ALL LIGHTINGCONTROL SYSTEMS. E.C. SHALL PROVIDE FACTORY CERTIFIED ON-SITE TRAININGFOR ALL LIGHTING CONTROL SYSTEMS. TRAINING MUST BE VIDEO RECORDED ANDTURNED OVER TO OWNER FOR FUTURE REFERENCE. E.C. SHALL FIELD ADJUSTLUMEN VALUES OF ALL F2, F11 AND F14 FIXTURES TO SATISFACTION OF OWNERAND ENGINEER.4.THESE PRODUCTS CONSTITUTE THE BASIS OF DESIGN. EQUAL SOLUTIONS BY COOPER AND WATTSTOPPERARE ACCEPTABLE. MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE1.6TYPICAL CLASSROOM ELECTRICALL LL LKEY NOTES1LARGE CAPACITY 2-GANG J-BOX (HUBBELL #HBL260) WITH 2-GANG MUD RING AND VANCO 2-GANGCABLE. EXIT BRUSH WALL PLATE (VAN #12082) INSTALL A 1 1/2" CONDUIT TO ABOVE ACCESSIBLECEILING FOR USE BY OWNER.MOUNT DEVICE IN ARCH. MILLWORK. E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TOROUGH-IN.PROVIDE AND INSTALL A DEDICATED 4-PLEX RECEPTACLE AT 52" AFF FOR LAP TOP CHARGINGSTATION. COORDINATE INSTALLATION WITH MILLWORK SHOP DRAWINGS.PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RING,BRUSH COVER PLATE AND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BEACCESSIBLE FROM TOP SHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.COORDINATE INSTALLATION WITH TV MOUNTING HARDWARE.PROVIDE AND INSTALL 120V. ABOVE CEILING FOR FUTURE USE.4 SQ. BOX WITH SINGLE GANG MUD RING FOR OWNER FURNISHED CALL SWITCH.4 SQ. BOX WITH HORIZONTAL SINGLE GANG MUD RING FOR SPEAKER/CLOCK.23451 1/2" C.1 1/2" C.18"1DATAPOWER 2 3 1 4ELEVATION - 1ELEVATION - 2ELEVATION - 3ELEVATION - 46JUSBACGFIACGFIJ34248"J65J113SPPDF1F1OCCUPANCY SENSOR(S)PER LTG DRAWINGSENTRY SWITCH(ES)nPODM-DX-XSEE PLANFOR CIRCUITPROVIDE 24" SLACK CABLEBETWEEN ALL CONNECTIONSFOR CEILING TILE ACCESSCAT-5e CABLETYPICALTYPICAL 0-10V WIRING ANDON/OFF SWITCH LEG IN 1/2"CONDUITS3SPPDOCCUPANCY SENSOR(S)PER LTG DRAWINGSENTRY SWITCH(ES)nPODM-DX-XSEE PLANFOR CIRCUITPROVIDE 24" SLACK CABLEBETWEEN ALL CONNECTIONSFOR CEILING TILE ACCESSCAT-5e CABLETYPICALTYPICAL 0-10V WIRING ANDON/OFF SWITCH LEG IN 1/2"CONDUITSF1F148"JJ11ACGFIACGFIJ34J625USB 2 3 1 41 1/2" C.USB18"48"48"LIGHTCONTROL3/4" C.NO SCALETYPICAL CLASSROOM "A" - ELECTRICAL (REFER TO LIGHTING DRAWINGS)NO SCALETYPICAL CLASSROOM "B" - ELECTRICAL(REFER TO LIGHTING DRAWINGS)7848"3/4" C.1/2" C.SPEAKER/CLOCK877'-6"3D-33D-33D-34D-41D-34D-41D-33D-33D-33D-3 VEST160CORR.165TR150VEST143TESTING142OVERFLOW159GYM155CAFE144SERV145DISH146CUST.151STOR.153MECH/ELECT152STOR.149KITCHEN147OFF148VEST157GFIACGFISEE LARGE SCALE KITCHEN PLANFOR POWER IN THIS AREAMMGFIGFIGFIWPGFIWP"M1""A""LCP1""H1"GFIGFIGFIM78M786A-426A-40A-18A-14GFIWPA-10A-2,4,6A-8,10,12"B"JB-20B-413111D-31D-3101D-31D-311111D-3111D-3111D-3111D-3111D-31D-33D-3B-14,16,18B-2,4,6JJB-8,10,123D-33D-33D-33D-312GFIACGFIACGFIACGFIACGFIACGFIAC151615161615143D-3WP3D-34D-43D-33D-33D-34D-44D-43D-33D-33D-33D-3232323232323A-302222GYM LIGHTING AND EQUIPMENTCONTROL STATION. SEE DETAILSHEET E1.0MA-32212424242424242424POWER KEY NOTES1MAKE ALL REQUIRED CONNECTIONS TO GANG SINK. PROTECT WITH GFCI BREAKER.MOUNT DEVICE IN ARCH. MILLWORK E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TOROUGH-IN.PROTECT RECEPTACLE WITH GFCI BREAKER. LOCATE BEHIND HOUSING OF ELECTRIC DRINKINGFOUNTAIN.PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RINGAND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BE ACCESSIBLE FROM TOPSHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.120V. ABOVE CEILING FOR FUTURE USE.MAKE ALL REQUIRED CONNECTION TO ACCOMMODATE DOORS AND ASSOCIATED CONTROLS. E.C.SHALL COORDINATE WITH DOOR INSTALLER.INSTALL 1/2"C., 4-#12 + GROUND THROUGH GYM EQUIPMENT RELAY PANEL (GEP). PROVIDEAPPROPRIATE NUMBER OF CONDUCTORS FOR BACKBOARD OPERATION.E.C. SHALL VERIFY EXACT ROUGH-IN REQUIREMENTS AND CONNECTION POINT FOR MOTORIZEDBACKBOARDS PRIOR TO ROUGH-IN.E.C. SHALL PROVIDE AND INSTALL A COMPLETE GYM EQUIPMENT RELAY PANEL AND CONTROLSYSTEM. PROVIDE (2) DRAPER EZ PADS PLUS RELAY PANELS. (1) EZ PAD PLUS TOUCH PAD.LOCATE TOUCH PAD IN GYM LIGHTING CONTROL PANEL.LOCATE ON WALL AT CEILING FOR EXTERIOR CAMERA.LOCATE ON WALL AT SECURITY CAMERA HEIGHT. E.C. SHALL COORDINATE WITH OWNER PRIOR TOROUGH-IN.IT CONDUITS TO COMM. BOARD ABOVE.IN ADDITION TO THE POWER INDICATED, PROVIDE AND INSTALL (4) DEDICATED 20A CIRCUITS WITHRECEPTACLES TO EACH DATA RACK AS DIRECTED BY OWNER. CIRCUIT TO IT PANEL.2345678910111213MOUNT DEVICE IN ARCH. MILLWORK. E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TOROUGH-IN.PROVIDE AND INSTALL A DEDICATED 4-PLEX RECEPTACLE AT 52" AFF FOR LAP TOP CHARGINGSTATION. COORDINATE INSTALLATION WITH MILLWORK SHOP DRAWINGS.PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RING,BRUSH COVER PLATE AND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BEACCESSIBLE FROM TOP SHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.COORDINATE INSTALLATION WITH TV MOUNTING HARDWARE.LARGE CAPACITY 2-GANG J-BOX (HUBBELL #HBL260) WITH 2-GANG MUD RING AND VANCO 2-GANGCABLE. EXIT BRUSH WALL PLATE (VAN #12082) INSTALL A 1 1/2" CONDUIT TO ABOVE ACCESSIBLECEILING FOR USE BY OWNER.E.C. SHALL PROVIDE AND INSTALL A COMPLETE GYM EQUIPMENT RELAY PANEL AND CONTROLSYSTEM. PROVIDE (1) DRAPER EZ PAD PLUS RELAY BOX WITH RELAYS AS REQUIRED, AND (1) EZPAD PLUS TOUCH PAD. LOCATE PAD IN GYM CONTROL CABINET, MAIN LEVEL.PROVIDE AND INSTALL 3/4", 4-#10 + GROUND FROM PANEL-"A" (A-39,41) TO GYM RELAY PANEL ANDMAKE ALL CONNECTIONS.MOTORIZED SCREEN POWER. INSTALL RAISE/LOWER SWITCH IN GYM CONTROL CABINET.PROVIDE AND INSTALL A RECEPTACLE IN EACH WINDOW SILL FOR MOTORIZED SHADE PLUG INTRANSFORMER. E.C. SHALL VERIFY EXACT LOCATION WITH SHADE SUPPLIER AND ARCH. PRIOR TOROUGH-IN.E.C. SHALL FIELD VERIFY LOCATION AND MOUNTING HEIGHT OF THIS DEVICE WITH ARCH. ANDOWNER PRIOR TO ROUGH-IN.PROVIDE AND INSTALL A 3/4" ENT CONDUIT FROM DOOR FRAME TO ABOVE NEAREST ACCESSIBLECEILING FOR FUTURE ACCESS CONTROL. E.C. SHALL COORDINATE EXACT ROUGH-INREQUIREMENTS WITH DOOR HARDWARE SUPPLIER.1415161718192021222324MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE2.0CAFETERIA/GYM POWERSCALE:CAFETERIA/GYM PLAN - POWER1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1ALL RECEPTACLES SHALL BE TAMPER RESISTANTPER NEC 406.12TO BE MOUNTED AS CLOSE TO TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAMNO SCALEFINISHED FLOORARCHITECTURAL PLANS AND DETAILS.DOOR JAMBS AS POSSIBLE.COORDINATE ALL DEVICES WITH1' - 6''T.V. OUTLETALL MOUNTING HEIGHTS TYPICALUNLESS NOTED OTHERWISE.ALL SWITCHES AND THERMOSTATSNOTES: THERMOSTAT ORMECHANICAL SWITCHLIGHT SWITCHCONVENIENCE OUTLETTELEPHONE / DATA OUTLETTT(OR AS NOTED)5' - 0''4' - 0''3' - 6''A.COORDINATE OUTLET HEIGHTS WITHARCHITECTS MILLWORK DWGS. TOINSURE THAT OUTLETS WILL NOT FALLBEHIND CABINETS, BACKSPLASHES,OR INTERFERE WITH WAINSCOTING, ETC.(OR AS NOTED)@ MILLWORKXX"B.D.COORDINATE LIGHT SWITCH & OUTLETHEIGHTS WITH ARCHITECTURAL WAINS-COTING AND OR TILE WORK SO AS NOTTO FALL MIDWAY IN THESE FINISHES.MOUNT VERTICAL ORHORIZONTAL TO MATCHEXISTING DEVICES (TYP)VERIFY WITH MECH.MUD RING ORIENTATION. CLASS139CLASS137CLASS135CLASS130CLASS129CLASS127KINDERGARTEN164KINDERGARTEN161TR163TR162CORR.165CORR.128CORR.136VEST134MEN171WOMAN170GIRLS169BOYS167172VEST143TESTING142TESTING141STOR.166MEDIA194WORK189WORK184TR187CUST.186ACCESS188CORR.138CORR.182CORR.140BREAK173SUSPENSION175STOR.174WORK176TR177PRINCIPAL178REC'P180WAIT181CONF.179ENTRY101STOR.132STOR.131STOR.133TRBA8STOR185CONF.183GFIWPGFIACGFIGFIGFIACGFIACGFIACGFIACGFIACGFIGFIGFIGFIACACACACACACACACACSEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: D-19,21,23JJM783D-33D-33D-33D-33D-33D-33D-3GFIB-23,25"B"B-20B-413111D-3111D-3111D-3111D-33D-31D-31D-31D-3111D-31D-31D-31D-31D-31D-3B-14,16,184D-45B-2,4,6JJJJ4D-45B-8,10,12B-39SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: D-25,27,29SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: D-13,15,17SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: D-7,9,11SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: D-1,3,5D-2,4D-413D-334D-4D-14D-353D-33D-34D-4J43D-33D-33D-33D-3D-16,18,20D-6,8GFIACACACACGFIGFIGFIGFI3D-3D-10,123D-3ACACACACAC4D-44D-4B-19B-213D-3B-173D-33D-33D-33D-3B-1,3B-11,13,153D-33D-33D-33D-33D-33D-33D-312GFIACGFIACGFIACGFIAC15141715161615141718183D-33D-33D-33D-33D-3WPWP3D-33D-33D-33D-33D-33D-33D-33D-33D-324232323GYM LIGHTING AND EQUIPMENTCONTROL STATION. SEE DETAILSHEET E1.02424242424VEST160TRBA8KINDERGARTENBA7J1D-31D-3J4D-45B-14,16,183D-33D-3GFIACGFIACGFIACGFIAC141715161417WP3D-323242424POWER KEY NOTESSEE SHEET E2.0 FOR POWER KEY NOTESMMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE2.1COMMONS/CLASSROOM POWERSCALE:COMMONS/CLASSROOM PLAN - POWER1/8" = 1' - 0"16'8'0"NSCALE:BID ALT #2 PLAN - POWER1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1ALL RECEPTACLES SHALL BE TAMPER RESISTANTPER NEC 406.12 CLASS123CLASS125CLASS126CLASS122CLASS121CLASS119CLASS127CORR.124CLASSBA6CLASSBA4CLASSBA1CLASSBA2VESTBA3CORR.BA5CORR.120CORR.128GIRLS192BOYS190MEDIA194WORK189TR193GFIGFIWPGFIACGFIGFISEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: C-32,34,36C-64C-6811C-66SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: C-26,28,30SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: C-25,27,29SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: C-19,21,23SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: C-20,22,24SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-14,16,18SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-8,10,12SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-2,4,6SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-1,3,5SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-7,9,11SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-13,15,17C-70C-31,33,353D-33D-33D-33D-33D-31D-31D-31D-31D-31D-31D-3SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: D-1,3,5D-2,4D-4134D-4D-6,83D-3D-10,123D-3ACACACACACWPWPWPWP24POWER KEY NOTES1MAKE ALL REQUIRED CONNECTIONS TO GANG SINK. PROTECT WITH GFCI BREAKER.MOUNT DEVICE IN ARCH. MILLWORK E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TOROUGH-IN.PROTECT RECEPTACLE WITH GFCI BREAKER. LOCATE BEHIND HOUSING OF ELECTRIC DRINKINGFOUNTAIN.PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RINGAND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BE ACCESSIBLE FROM TOPSHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.120V. ABOVE CEILING FOR FUTURE USE.MAKE ALL REQUIRED CONNECTION TO ACCOMMODATE DOORS AND ASSOCIATED CONTROLS. E.C.SHALL COORDINATE WITH DOOR INSTALLER.INSTALL 1/2"C., 4-#12 + GROUND THROUGH GYM EQUIPMENT RELAY PANEL (GEP). PROVIDEAPPROPRIATE NUMBER OF CONDUCTORS FOR BACKBOARD OPERATION.E.C. SHALL VERIFY EXACT ROUGH-IN REQUIREMENTS AND CONNECTION POINT FOR MOTORIZEDBACKBOARDS PRIOR TO ROUGH-IN.E.C. SHALL PROVIDE AND INSTALL A COMPLETE GYM EQUIPMENT RELAY PANEL AND CONTROLSYSTEM. PROVIDE (2) DRAPER EZ PADS PLUS RELAY PANELS. (1) EZ PAD PLUS TOUCH PAD.LOCATE TOUCH PAD IN GYM LIGHTING CONTROL PANEL.LOCATE ON WALL AT CEILING FOR EXTERIOR CAMERA.LOCATE ON WALL AT SECURITY CAMERA HEIGHT. E.C. SHALL COORDINATE WITH OWNER PRIOR TOROUGH-IN.IT CONDUITS TO COMM. BOARD ABOVE.IN ADDITION TO THE POWER INDICATED, PROVIDE AND INSTALL (4) DEDICATED 20A CIRCUITS WITHRECEPTACLES TO EACH DATA RACK AS DIRECTED BY OWNER. CIRCUIT TO IT PANEL.2345678910111213MOUNT DEVICE IN ARCH. MILLWORK. E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TOROUGH-IN.PROVIDE AND INSTALL A DEDICATED 4-PLEX RECEPTACLE AT 52" AFF FOR LAP TOP CHARGINGSTATION. COORDINATE INSTALLATION WITH MILLWORK SHOP DRAWINGS.PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RING,BRUSH COVER PLATE AND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BEACCESSIBLE FROM TOP SHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.COORDINATE INSTALLATION WITH TV MOUNTING HARDWARE.LARGE CAPACITY 2-GANG J-BOX (HUBBELL #HBL260) WITH 2-GANG MUD RING AND VANCO 2-GANGCABLE. EXIT BRUSH WALL PLATE (VAN #12082) INSTALL A 1 1/2" CONDUIT TO ABOVE ACCESSIBLECEILING FOR USE BY OWNER.E.C. SHALL PROVIDE AND INSTALL A COMPLETE GYM EQUIPMENT RELAY PANEL AND CONTROLSYSTEM. PROVIDE (1) DRAPER EZ PAD PLUS RELAY BOX WITH RELAYS AS REQUIRED, AND (1) EZPAD PLUS TOUCH PAD. LOCATE PAD IN GYM CONTROL CABINET, MAIN LEVEL.PROVIDE AND INSTALL 3/4", 4-#10 + GROUND FROM PANEL-"A" (A-39,41) TO GYM RELAY PANEL ANDMAKE ALL CONNECTIONS.MOTORIZED SCREEN POWER. INSTALL RAISE/LOWER SWITCH IN GYM CONTROL CABINET.PROVIDE AND INSTALL A RECEPTACLE IN EACH WINDOW SILL FOR MOTORIZED SHADE PLUG INTRANSFORMER. E.C. SHALL VERIFY EXACT LOCATION WITH SHADE SUPPLIER AND ARCH. PRIOR TOROUGH-IN.E.C. SHALL FIELD VERIFY LOCATION AND MOUNTING HEIGHT OF THIS DEVICE WITH ARCH. ANDOWNER PRIOR TO ROUGH-IN.PROVIDE AND INSTALL A 3/4" ENT CONDUIT FROM DOOR FRAME TO ABOVE NEAREST ACCESSIBLECEILING FOR FUTURE ACCESS CONTROL. E.C. SHALL COORDINATE EXACT ROUGH-INREQUIREMENTS WITH DOOR HARDWARE SUPPLIER.1415161718192021222324MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE2.2CLASSROOM WING POWERSCALE:CLASSROOM WING PLAN - POWER1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1ALL RECEPTACLES SHALL BE TAMPER RESISTANTPER NEC 406.12RECEPTACLE MOUNTING DETAILNO SCALETO SUIT WALLRAISED RING CONDUIT(S)ENTRANCE 4'' SQUARE BOXBACK OF COVER W/FELT-TIP MARKERTO BE AS PER SPECIFICATIONS.COVER PLATES - STYLE & COLORCIRCUIT NUMBER TO BE WRITTEN ONNORMAL POWER COLOR - (SEE SPECS)RECEPTACLE - 15 OR 20 AMPRATED - SEE SPECIFICATIONS.GROUND CONDUCTORGREEN INSULATED CLASS121CLASS119CLASS118CLASS116CLASS115CLASS113CLASS111CLASS110CLASS109CORR.120CORR.102CORR.117RESOURCE A103CORR.114GIRLS192MEDIA194WORK189WAIT181ENTRY101TESTING104ESL106SPEECH107TR108VEST112TR193GFIACGFIACJJUSBJJGFIWPGFIACGFIWPGFIACGFISEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-49,51,53SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-56,58,60SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-50,52,54SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-43,45,47SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-44,46,48SEE TYPICAL CLASSROOM DETAIL "B", SHEET E1.6CIRCUITS: C-37,39,41SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: C-38,40,42SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: C-32,34,36SEE TYPICAL CLASSROOM DETAIL "A", SHEET E1.6CIRCUITS: C-26,28,30C-62C-702D-34D-4C-31,33,353D-33D-33D-33D-33D-31D-33D-33D-33D-33D-34D-4C-63,65,67REFER TO CLASSROOMDETAIL SHEET E1.64D-4JC-29,613D-33D-3ACAC3D-33D-34D-4ACACJC-55,57REFER TO CLASSROOMDETAIL SHEET E1.61D-31D-31D-31D-31D-31D-31D-31D-31D-31D-35D-143D-3ACAC3D-3171415161818WPWPWPWP2424POWER KEY NOTES1MAKE ALL REQUIRED CONNECTIONS TO GANG SINK. PROTECT WITH GFCI BREAKER.MOUNT DEVICE IN ARCH. MILLWORK E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TOROUGH-IN.PROTECT RECEPTACLE WITH GFCI BREAKER. LOCATE BEHIND HOUSING OF ELECTRIC DRINKINGFOUNTAIN.PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RINGAND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BE ACCESSIBLE FROM TOPSHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.120V. ABOVE CEILING FOR FUTURE USE.MAKE ALL REQUIRED CONNECTION TO ACCOMMODATE DOORS AND ASSOCIATED CONTROLS. E.C.SHALL COORDINATE WITH DOOR INSTALLER.INSTALL 1/2"C., 4-#12 + GROUND THROUGH GYM EQUIPMENT RELAY PANEL (GEP). PROVIDEAPPROPRIATE NUMBER OF CONDUCTORS FOR BACKBOARD OPERATION.E.C. SHALL VERIFY EXACT ROUGH-IN REQUIREMENTS AND CONNECTION POINT FOR MOTORIZEDBACKBOARDS PRIOR TO ROUGH-IN.E.C. SHALL PROVIDE AND INSTALL A COMPLETE GYM EQUIPMENT RELAY PANEL AND CONTROLSYSTEM. PROVIDE (2) DRAPER EZ PADS PLUS RELAY PANELS. (1) EZ PAD PLUS TOUCH PAD.LOCATE TOUCH PAD IN GYM LIGHTING CONTROL PANEL.LOCATE ON WALL AT CEILING FOR EXTERIOR CAMERA.LOCATE ON WALL AT SECURITY CAMERA HEIGHT. E.C. SHALL COORDINATE WITH OWNER PRIOR TOROUGH-IN.IT CONDUITS TO COMM. BOARD ABOVE.IN ADDITION TO THE POWER INDICATED, PROVIDE AND INSTALL (4) DEDICATED 20A CIRCUITS WITHRECEPTACLES TO EACH DATA RACK AS DIRECTED BY OWNER. CIRCUIT TO IT PANEL.2345678910111213MOUNT DEVICE IN ARCH. MILLWORK. E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TOROUGH-IN.PROVIDE AND INSTALL A DEDICATED 4-PLEX RECEPTACLE AT 52" AFF FOR LAP TOP CHARGINGSTATION. COORDINATE INSTALLATION WITH MILLWORK SHOP DRAWINGS.PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RING,BRUSH COVER PLATE AND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BEACCESSIBLE FROM TOP SHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.COORDINATE INSTALLATION WITH TV MOUNTING HARDWARE.LARGE CAPACITY 2-GANG J-BOX (HUBBELL #HBL260) WITH 2-GANG MUD RING AND VANCO 2-GANGCABLE. EXIT BRUSH WALL PLATE (VAN #12082) INSTALL A 1 1/2" CONDUIT TO ABOVE ACCESSIBLECEILING FOR USE BY OWNER.E.C. SHALL PROVIDE AND INSTALL A COMPLETE GYM EQUIPMENT RELAY PANEL AND CONTROLSYSTEM. PROVIDE (1) DRAPER EZ PAD PLUS RELAY BOX WITH RELAYS AS REQUIRED, AND (1) EZPAD PLUS TOUCH PAD. LOCATE PAD IN GYM CONTROL CABINET, MAIN LEVEL.PROVIDE AND INSTALL 3/4", 4-#10 + GROUND FROM PANEL-"A" (A-39,41) TO GYM RELAY PANEL ANDMAKE ALL CONNECTIONS.MOTORIZED SCREEN POWER. INSTALL RAISE/LOWER SWITCH IN GYM CONTROL CABINET.PROVIDE AND INSTALL A RECEPTACLE IN EACH WINDOW SILL FOR MOTORIZED SHADE PLUG INTRANSFORMER. E.C. SHALL VERIFY EXACT LOCATION WITH SHADE SUPPLIER AND ARCH. PRIOR TOROUGH-IN.E.C. SHALL FIELD VERIFY LOCATION AND MOUNTING HEIGHT OF THIS DEVICE WITH ARCH. ANDOWNER PRIOR TO ROUGH-IN.PROVIDE AND INSTALL A 3/4" ENT CONDUIT FROM DOOR FRAME TO ABOVE NEAREST ACCESSIBLECEILING FOR FUTURE ACCESS CONTROL. E.C. SHALL COORDINATE EXACT ROUGH-INREQUIREMENTS WITH DOOR HARDWARE SUPPLIER.1415161718192021222324MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE2.3CLASSROOM/MEDIA POWERSCALE:CLASSROOM/MEDIA PLAN - POWER1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1ALL RECEPTACLES SHALL BE TAMPER RESISTANTPER NEC 406.12 STAIRS201IT214"H5""IT2"H5-1,3IT2-1DATA RACKGROUND BARW/ STAND-OFFSCOMM BOARD #2IT2-3"H3""H4""H2""IT""D""C""C""M2"D-22GROUND BARW/ STAND-OFFSCOMM BOARD #1IT-3D-24,26DATA RACKS"LCP2"13132019A-34A-34POWER KEY NOTES1MAKE ALL REQUIRED CONNECTIONS TO GANG SINK. PROTECT WITH GFCI BREAKER.MOUNT DEVICE IN ARCH. MILLWORK E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TOROUGH-IN.PROTECT RECEPTACLE WITH GFCI BREAKER. LOCATE BEHIND HOUSING OF ELECTRIC DRINKINGFOUNTAIN.PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RINGAND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BE ACCESSIBLE FROM TOPSHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.120V. ABOVE CEILING FOR FUTURE USE.MAKE ALL REQUIRED CONNECTION TO ACCOMMODATE DOORS AND ASSOCIATED CONTROLS. E.C.SHALL COORDINATE WITH DOOR INSTALLER.INSTALL 1/2"C., 4-#12 + GROUND THROUGH GYM EQUIPMENT RELAY PANEL (GEP). PROVIDEAPPROPRIATE NUMBER OF CONDUCTORS FOR BACKBOARD OPERATION.E.C. SHALL VERIFY EXACT ROUGH-IN REQUIREMENTS AND CONNECTION POINT FOR MOTORIZEDBACKBOARDS PRIOR TO ROUGH-IN.E.C. SHALL PROVIDE AND INSTALL A COMPLETE GYM EQUIPMENT RELAY PANEL AND CONTROLSYSTEM. PROVIDE (2) DRAPER EZ PADS PLUS RELAY PANELS. (1) EZ PAD PLUS TOUCH PAD.LOCATE TOUCH PAD IN GYM LIGHTING CONTROL PANEL.LOCATE ON WALL AT CEILING FOR EXTERIOR CAMERA.LOCATE ON WALL AT SECURITY CAMERA HEIGHT. E.C. SHALL COORDINATE WITH OWNER PRIOR TOROUGH-IN.IT CONDUITS TO COMM. BOARD ABOVE.IN ADDITION TO THE POWER INDICATED, PROVIDE AND INSTALL (4) DEDICATED 20A CIRCUITS WITHRECEPTACLES TO EACH DATA RACK AS DIRECTED BY OWNER. CIRCUIT TO IT PANEL.2345678910111213MOUNT DEVICE IN ARCH. MILLWORK. E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TOROUGH-IN.PROVIDE AND INSTALL A DEDICATED 4-PLEX RECEPTACLE AT 52" AFF FOR LAP TOP CHARGINGSTATION. COORDINATE INSTALLATION WITH MILLWORK SHOP DRAWINGS.PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RING,BRUSH COVER PLATE AND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BEACCESSIBLE FROM TOP SHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.COORDINATE INSTALLATION WITH TV MOUNTING HARDWARE.LARGE CAPACITY 2-GANG J-BOX (HUBBELL #HBL260) WITH 2-GANG MUD RING AND VANCO 2-GANGCABLE. EXIT BRUSH WALL PLATE (VAN #12082) INSTALL A 1 1/2" CONDUIT TO ABOVE ACCESSIBLECEILING FOR USE BY OWNER.E.C. SHALL PROVIDE AND INSTALL A COMPLETE GYM EQUIPMENT RELAY PANEL AND CONTROLSYSTEM. PROVIDE (1) DRAPER EZ PAD PLUS RELAY BOX WITH RELAYS AS REQUIRED, AND (1) EZPAD PLUS TOUCH PAD. LOCATE PAD IN GYM CONTROL CABINET, MAIN LEVEL.PROVIDE AND INSTALL 3/4", 4-#10 + GROUND FROM PANEL-"A" (A-39,41) TO GYM RELAY PANEL ANDMAKE ALL CONNECTIONS.MOTORIZED SCREEN POWER. INSTALL RAISE/LOWER SWITCH IN GYM CONTROL CABINET.PROVIDE AND INSTALL A RECEPTACLE IN EACH WINDOW SILL FOR MOTORIZED SHADE PLUG INTRANSFORMER. E.C. SHALL VERIFY EXACT LOCATION WITH SHADE SUPPLIER AND ARCH. PRIOR TOROUGH-IN.E.C. SHALL FIELD VERIFY LOCATION AND MOUNTING HEIGHT OF THIS DEVICE WITH ARCH. ANDOWNER PRIOR TO ROUGH-IN.PROVIDE AND INSTALL A 3/4" ENT CONDUIT FROM DOOR FRAME TO ABOVE NEAREST ACCESSIBLECEILING FOR FUTURE ACCESS CONTROL. E.C. SHALL COORDINATE EXACT ROUGH-INREQUIREMENTS WITH DOOR HARDWARE SUPPLIER.1415161718192021222324MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE2.4MEZZANINE PLAN POWERSCALE:MEZZANINE PLAN - POWER1/16" = 1' - 0"32'16'0"NALL RECEPTACLES SHALL BE TAMPER RESISTANTPER NEC 406.12 TR150SERV145DISH146CUST.151STOR.149KITCHEN147OFF148#14#4#3#28#6W/D#13#22#28#29#24#1#2#5#20#21#35#34#7JJJJJJJJJJJJFREEZERCOOLER"KI""K2"K2-7K2-7K2-5K2-5K2-13K2-9K2-11K2-11K2-11K2-12K2-333/10K2-8K2-10#24#24K2-9K2-4K2-6K2-4K2-3JJJJJJFREEZER CONDENSATE HEAT TRACECABLE RAYCHEM GMIXT. FIELD VERIFYEXACT LENGTH. INSTALL PER MANUFACTURERK2-14JJGFIWPK2-18K2-16,18K2-21K2-27COMPRESSORS AND EVAPORATORS FORCOOLER AND FREEZER. FIELD VERIFY LOCATION.K1-1K1-41K1-283D-3MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE2.5LARGE SCALE KITCHEN POWERLARGE SCALE KITCHEN FLOOR PLAN - POWERSCALE : 1/4" = 1'-0"NKITCHEN EQUIPMENT LISTHOT FOOD WELL UNIT#1DUKE MANUF. MODEL #ASI-1ESLHOT FOOD WELL UNIT#2DUKE MANUF. MODEL #ASI-2ESLCONVECTION OVEN (FUTURE)#3CONVECTION OVEN (FUTURE)#4ICE MAKER, CUBE-STYLE#5ICE-O-MATIC MODEL ICE0500HAFOOD MIXER (FUTURE)#6FOOD MIXER (FUTURE)#7CONVECTION STEAMER#13CLEVELAND RANGE, INC. MODEL #24CEM24DIRECT STEAM KETTLE (FUTURE)#14FOOD SLICER (FUTURE)#20ELEC. BOOSTER HEATER#21HATCO CORP. MODEL #C-13DISHWASHER#22HOBART #AM15T-1DISPOSER#24HOBART #FD3/75-1PROOFER/HEATER CABINET#28METRO MODEL #C175-C8NMILK COOLER#29TRUE FOOD SERVICE EQUIP. MODEL TMC-49-SEXHAUST HOOD (FUTURE) #349'-0" x 12'-0"SYMBOLDESCRIPTIONMANUFACTURERAMPSH.P.VOLTS- 208 1 -Ø12K.W.REMARKS750(WATTS)- 208 1 -750(WATTS)- 208 1 -CIRCUITCIRCUIT SIZEK1-13K1-17K1-2125- 208 1 -K1-25224.8 120 1 -K1-11-- 208 3 1 1/2K1-29-- 208 3 2.7K1-3542.9- 208 3 -K1-38-- 115 1 -K1-2-- 120 1 1/2K1-413.5- 208 3 -K2-32-- 208 3 -K2-38-- 208 3 3/4K1-20- 120 1 -1900(WATTS)K1-18K1-14- 120 1 -K1-161000(WATTS)500SQ D NQOD120/208V 3Ø 4WITEM #5 (1)KITCHEN200 20 1 700"K1"20"x39"x5 3/4"20150040028015233SEE RISER1822190518422100SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAME302030ITEM #1ITEM #2ITEM #3ITEM #4ITEM #6 (1)ITEM #7 (1)302- -20 220- -60 2- -125 2- -20 3- -- -20 3- -- -20 1--------3--20--3--50--3--150--20001000800800800500500500120001200060006000150015001000ITEM #14 (1)ITEM #20ITEM #28ITEM #29ITEM #28ITEM #24 (2)SPAREITEM #13------500190010001000100019001000143001430014300RELAYKFIRE CONTROLSYSTEMK2-131TO FANFIRE CONTROL SYSTEM TO TRIPMULTI-POLE RELAY TO SHUTDOWN ALL ELECTRIC AND GASUNDER HOOD.JJJJ2322343120V COIL CONTACTORSTEAMER CONVECTION #13PROOFER/HEATER CAB #28CONVECTION OVEN #3DIRECT STEAM KETTLE #14PROOFER HEATER CAB #28CONVECTION OVEN #4GAS VALVE, 120V ACCIRCUIT K2-13 TO POWER RELAY COIL THROUGH FIRE CONTROL SYSTEM CONTACTS.CONTACTS TO BE NORMALLY OPENED, HELD CLOSED.CIRCUIT POWER FROM INDIVIDUAL EQUIPMENT CIRCUIT THROUGH MULTI-POLE RELAY ANDBACK TO EQUIPMENT THROUGH JUNCTION BOX.CIRCUIT K2-13 THROUGH RELAY TO CONTROL CONTACTOR TO SHUT DOWN STEAMER CONVECTION,CONVECTION #3 AND CONVECTION #4 ON FIRE ALARM.2134KITCHEN HOOD SHUTDOWN SYSTEM DIAGRAMCIRCUIT K2-13 THROUGH RELAY TO CONTROL GAS VALVE. TO SHUT DOWN GAS VALVEON FIRE ALARM.E.C. SHALL PROVIDE AND INSTALL ALL RELAYSAND CONTACTORS REQUIRED TO ACCOMPLISHTHE DESCRIBED SHUTDOWN.E.C. shall coordinate all kitchen equipment requirements with Food Services Contractor andequipment shop drawings prior to rough-in.The Electrical Contractor shall connect all compressors and provide fused disconnects, magnetic starters and thermal overload protection as required.Vapor proof light fixtures and switch boxes for exhaust hoods shall be furnished by the Kitchen Equipment Contractor and installed by E.C. The Electrical Contractor shall supply and install, conduit, wire, bulbs, etc. Provide and connect to a wall mounted switch (with pilot light), unless otherwise noted.Vapor proof light fixtures for walk-in coolers and freezers shall be furnished with an exterior pilot light switch by the Kitchen Equipment Contractor. It shall be the responsibility of the Electrical Contractor to interconnect and install these items as required. Electrical Contractor shall interconnect lighting, door heaters, drain heat tape or relief ports with Evaporator. Electrical Contractor to interconnect the remote refrigerations' compressor, evaporator, thermostat, solenoid and defrost timer (all controls) where required. All electrical materials including wiring, flex, conduit, switches, disconnects, magnetic starters, thermo-overload protectors, transformers, electrical panels, cords, plugs, receptacles, bulbs, etc. shall be supplied by the Electrical Contractor unless specified in these plans or in writing. It shall be the responsibility of the Electrical Contractor to provide water proof power outlet(s) on the roof for exhaust system fan(s) make-up air fan(s) and refrigeration system(s) as required. Low voltage (or common voltage) wiring shall also be supplied and installed by the electrical contractor when necessary to control and interconnect the above systems. The Electrical Contractor shall furnish and install any and all electrical equipment as required by applicable codes and ordinances. Electrical Contractor to verify necessary requirements.The Electrical Contractor shall provide and install element contact (relay) shutoffs (shunt trip) and/or solenoid shutoff valve and interconnect with the fire suppression system for the cooking equipment, to shut off all equipment automatically in case of fire. Verify with local codes for shutdown of exhaust fan(s) and or make-up air fan(s) requirements. Only applicable for Class I Hood System. KITCHEN GENERAL NOTES:A.B.C.D.E.F.G.H.J.1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUND1"C., 3-#6 + GROUND1 1/2"C., 3-#1 + GROUND1/2"C., 4-#12 + GROUND1/2"C., 4-#12 + GROUND2"C., 4-#1/0 + GROUND1/2"C., 2-#10 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUND3/4"C., 3-#8 + GROUND3/4"C., 3-#10 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 2-#10 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUND(2) (4)(2) (4)(2)(2) (4)(3)(2)(1) (2) (4)120 1---K2-1NOTES:(1) MAKE CONNECTION TO 120V HOOD LIGHTS AND CONTROLS.(2) ROUTE ALL EQUIPMENT UNDER HOOD THROUGH RELAY FOR SHUT DOWN UPON FIRE ALARM. SEE DETAIL.(3) MAKE CONNECTION TO DISPOSAL, CONTROLLER AND SOLENOID VALVE PER MANUFACTURER.SPECIAL NOTE:ALL CONVIENENCE RECEPTACLES IN KITCHEN SHALLBE GFI TYPE RECEPTACLES @48" A.F.F.SPARESPARE1900SQ D NQOD120/208V 3Ø 4WEX. HOODKITCHEN500 20 1 1000"K2"20"x39"x5 3/4"2012001500EF/222518500154SEE RISER1341610014617600SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAMECONDENSATE HEAT TRACEFREEZER COMPRESSORCOOLER COMPRESSORDRYER (1)SPARE20 3- -- -20 3- -- -20 3- -- -30 2- -500200020006001000100010001500-------ITEM #22--ITEM #21--EF/1--1200100010002004003--30--3--50--3--20--300030003000450045004500800800800200020002900290070002500700018000120006500500500800151001510014500SPARESPAREEVAPORATORSEVAPORATORSCOOLER/FREEZER LIGHTS10001000100010001000100013001300130020002000180010001500100013001300180021001800650055006500400040004000(ROUGH-IN ONLY FOR FUTURE HOOD)(4) ROUGH IN ONLY FOR FUTURE USE.(4)(4)(4)SPAREOVEN/RANGE-600060001 202 50- -200** LOAD DERATED PER NEC 220.20. SUPPLY WITH INTEGRAL SPD. (1) GFCI BREAKERALL RECEPTACLES SHALL BE TAMPER RESISTANTPER NEC 406.12E.C. SHALL REFER TO FOOD SERVICE DRAWINGSFOR EXACT EQUIPMENT LOCATIONS AND ROUGH-INREQUIREMENTSALL RECEPTACLES IN KITCHEN SHALL BE GFIPER NEC 210.8IN OTHER THAN DWELLING UNITS ALL SINGLE-PHASERECEPTACLES RATED 150 VOLTS TO GROUND OR LESS,50 AMPERES OR LESS AND THREE-PHASE RECEPTACLESRATED 150 VOLTS TO GROUND OR LESS, 100 AMPERESOR LESS SHALL HAVE GFCI PROTECTION WHEREAPPLICABLE IN ACCORDANCE WITH NEC 210.8 (B) (2).ALL PANEL COVERS SHALL BE HINGED,DOOR IN DOOR STYLE.SPECIAL PANEL SCHEDULES NOTE:SUPPLY WITH INTEGRAL SPD. (1) GFCI BREAKER KINDERGARTEN164KINDERGARTEN161VEST160CORR.165TR150VEST143TESTING142STOR.166OVERFLOW159GYM155CAFE144SERV145DISH146CUST.151STOR.153MECH/ELECT152STOR.149KITCHEN147OFF148VEST1571B1CTON ROOF5CP2B1CP2CP1HX3CPSSHP-1SHP-5A & 5B2KH1EF1KHSHP-2SHP-3ON ROOFSHP-6A & 6B 7EFON ROOFINTERLOCKWITH2OA6EFON ROOFINTERLOCKWITH1OAINTERLOCKWITH1OA5EFON ROOFHP-4A & 4B FFFFSSHP-9HP-8HP-11HP-12SSHP-101EH2EHS4CPWH-2WH-2WS-1WS-1PRP-1SHP-7FF4EF3EFF2EF(FUTURE)BOILER EMERGENCYSHUTDOWNSS2T376555MECHANICAL KEY NOTES1CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT. CONTROL WITH FAN TIMER SWITCH.CONNECT TO LIGHTING CIRCUIT AND CONTROLS.CONTROL WITH PROGRAMMABLE 7-DAY, 24 HOUR TIME CLOCK. PROGRAM PER OWNER.CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT.CONNECT TRAP PRIMER TO NEAREST UNSWITCHED 120V. POWER. MAKE ALL CONNECTIONS.PROVIDE AND INSTALL A 1/2"C., 3-#12 TO RESPECTIVE UNIT. PROVIDE ALL REQUIREDCONNECTIONS TO INTERLOCK THE OPERATION OF UNIT WITH MOTORIZED DAMPER.E.C. SHALL PROVIDE AND INSTALL AN ALPS #BSD120N EMERGENCY SHUTDOWN FOR EACHBOILER. MAKE ALL CONNECTIONS.CONNECT RECIRC. PUMP TO NEAREST LEG OF UNSWITCHED 120V. POWER. CONTROL WITHAQUASTAT.234567MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE3.0CAFETERIA/GYM MECH. CONNECTIONSSCALE:CAFETERIA/GYM PLAN - MECH CONNECTIONS1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1 CLASS139CLASS137CLASS135CLASS130CLASS129CLASS127KINDERGARTEN164KINDERGARTEN161TR163TR162CORR.165CORR.128CORR.136VEST134RESOURCE A103MEN171WOMAN170GIRLS169BOYS167172VEST143TESTING142TESTING141STOR.166GIRLS192BOYS190MEDIA194WORK189WORK184TR187CUST.186ACCESS188CORR.138CORR.182CORR.140BREAK173SUSPENSION175STOR.174WORK176TR177PRINCIPAL178REC'P180WAIT181CONF.179ENTRY101104STOR.132STOR.131STOR.133TRBA8STOR185CONF.183SHP-6A & 6B INTERLOCKWITHOASSSSSS17EFSS12EF13EF10EF9EF15EFS11EFHP-9HP-8HP-11HP-12HP-13 HP-14HP-15HP-16HP-17HP-18HP-19HP-20HP-21HP-22SSSSSHP-101EH3EH18EFSHP-2316EFSFFFFFFFFFSMOUNT INRETURN DUCTHP-47SHP-78EFFT2212222321VEST160TRBA8KINDERGARTENBA72EHSHP-78EFF2MECHANICAL KEY NOTESSEE SHEET E3.0 FOR MECHANICAL KEY NOTESMMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE3.1COMMONS/CLASSROOM MECH. CONN.SCALE:COMMONS/CLASSROOM PLAN - MECH. CONNECTIONS1/8" = 1' - 0"16'8'0"NSCALE:BID ALT #2 PLAN - MECH. CONN.1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1 CLASS123CLASS125CLASS126CLASS122CLASS121CLASS119CLASS127CORR.124CLASSBA6CLASSBA4CLASSBA1CLASSBA2VESTBA3CORR.BA5CORR.120CORR.128GIRLS192BOYS190MEDIA194WORK189TR19318EFSFSSHP-25HP-26SSHP-27HP-33SHP-34SHP-30SSHP-29HP-28SHP-31 SHP - 3 2 4EH4EHSHP-4620EFFSHP-2412MECHANICAL KEY NOTES1CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT. CONTROL WITH FAN TIMER SWITCH.CONNECT TO LIGHTING CIRCUIT AND CONTROLS.CONTROL WITH PROGRAMMABLE 7-DAY, 24 HOUR TIME CLOCK. PROGRAM PER OWNER.CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT.CONNECT TRAP PRIMER TO NEAREST UNSWITCHED 120V. POWER. MAKE ALL CONNECTIONS.PROVIDE AND INSTALL A 1/2"C., 3-#12 TO RESPECTIVE UNIT. PROVIDE ALL REQUIREDCONNECTIONS TO INTERLOCK THE OPERATION OF UNIT WITH MOTORIZED DAMPER.E.C. SHALL PROVIDE AND INSTALL AN ALPS #BSD120N EMERGENCY SHUTDOWN FOR EACHBOILER. MAKE ALL CONNECTIONS.CONNECT RECIRC. PUMP TO NEAREST LEG OF UNSWITCHED 120V. POWER. CONTROL WITHAQUASTAT.234567MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE3.2CLASSROOM WING MECH. CONNECTIONSSCALE:CLASSROOM WING PLAN - MECH. CONNECTIONS1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1 CLASS121CLASS119CLASS118CLASS116CLASS115CLASS113CLASS111CLASS110CLASS109CORR.120CORR.102CORR.117RESOURCE A103CORR.114GIRLS192MEDIA194WORK189WAIT181ENTRY101TESTING104ESL106SPEECH107TR108VEST112TR193SHP-17SSSS21EFHP-42HP - 4 3HP-44HP-36SSSSMOUNT INRETURN DUCTHP-35HP-46HP-45HP-47SHP-39SSHP-40HP-41SHP-38SHP-3720EF5EHFFSHP-2422MECHANICAL KEY NOTES1CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT. CONTROL WITH FAN TIMER SWITCH.CONNECT TO LIGHTING CIRCUIT AND CONTROLS.CONTROL WITH PROGRAMMABLE 7-DAY, 24 HOUR TIME CLOCK. PROGRAM PER OWNER.CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT.CONNECT TRAP PRIMER TO NEAREST UNSWITCHED 120V. POWER. MAKE ALL CONNECTIONS.PROVIDE AND INSTALL A 1/2"C., 3-#12 TO RESPECTIVE UNIT. PROVIDE ALL REQUIREDCONNECTIONS TO INTERLOCK THE OPERATION OF UNIT WITH MOTORIZED DAMPER.E.C. SHALL PROVIDE AND INSTALL AN ALPS #BSD120N EMERGENCY SHUTDOWN FOR EACHBOILER. MAKE ALL CONNECTIONS.CONNECT RECIRC. PUMP TO NEAREST LEG OF UNSWITCHED 120V. POWER. CONTROL WITHAQUASTAT.234567MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE3.3CLASSROOM/MEDIA MECH. CONNECTIONSSCALE:CLASSROOM/MEDIA PLAN - MECH. CONNECTIONS1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1 STAIRS201IT214PRP-1WH-1PRP-1WH-11OA1HP3HP2HP5BHP5AHP20HP21HP19HP22HPHP1718HP8HP7HP16HPHP1413HP11HP12HP15HP10HP9HP14EF23HP2OA6BHP6AHPF25HP24HP3OA30HP29HP28HP31HP32HP33HP27HP26HP3OAF19EF34HP4OA39HP40HPHP47HP41HP38HP37HP36HP35HP43HP42HP44HP45HP464BHP4AHP77MECHANICAL KEY NOTES1CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT. CONTROL WITH FAN TIMER SWITCH.CONNECT TO LIGHTING CIRCUIT AND CONTROLS.CONTROL WITH PROGRAMMABLE 7-DAY, 24 HOUR TIME CLOCK. PROGRAM PER OWNER.CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT.CONNECT TRAP PRIMER TO NEAREST UNSWITCHED 120V. POWER. MAKE ALL CONNECTIONS.PROVIDE AND INSTALL A 1/2"C., 3-#12 TO RESPECTIVE UNIT. PROVIDE ALL REQUIREDCONNECTIONS TO INTERLOCK THE OPERATION OF UNIT WITH MOTORIZED DAMPER.E.C. SHALL PROVIDE AND INSTALL AN ALPS #BSD120N EMERGENCY SHUTDOWN FOR EACHBOILER. MAKE ALL CONNECTIONS.CONNECT RECIRC. PUMP TO NEAREST LEG OF UNSWITCHED 120V. POWER. CONTROL WITHAQUASTAT.234567MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE3.4MEZZANINE PLAN MECH. CONNECTIONSSCALE:MEZZANINE PLAN - MECH. CONNECTIONS1/16" = 1' - 0"32'16'0"N 1EFSYM.TYPEEXHAUST FAN SCHEDULECHAR.AMPSREMARKS--2EF3EF4EF5EF6EF7EF8EF9EF10EF11EF12EF13EF14EF15EF16EFCENTRIFUGAL UP-BLAST1/4 HP 120/60/1CEILING MOUNTED1.4 120/60/1CEILING MOUNTED1.4 120/60/1ROOF TOP CENTRIFUGAL1/2 HP 120/60/11.4 120/60/11/2 HP 120/60/1CEILING MOUNTED1.4 120/60/1CEILING MOUNTED1.4 120/60/1CEILING MOUNTED1.4 120/60/1CEILING MOUNTED1.4 120/60/1CEILING MOUNTED1.0 120/60/1CEILING MOUNTED1.4 120/60/1VENT SET10.8 120/60/1CEILING MOUNTED1.4 120/60/11/2 HP 120/60/11BSYM.SEPARATED COMBUSTIONTYPEBOILER SCHEDULE120/60/1 4.0CHAR AMPSREMARKSCOOLING TOWER SCHEDULECT1SYM.2HP208/60/3CHAR.REMARKSOA1SYM.TYPEFEEDEROUTSIDE AIR UNIT SCHEDULECHAR.H.P.CP1BASE MOUNTEDSYM.CIRCULATING PUMP SCHEDULETYPE15H.P.208/60/3CHARFEEDERWATER SOURCE HEAT PUMP SCHEDULESYM.1HPH.P.CHAR.FEEDERMCA2HP3HP4AHP6AHP7HP8HP9HP10HP11HP12HP13HP14HP15HP16HP17HP18HP19HP20HP21HP22HP23HP24HP25HP26HP27HP28HP29HP30HP31HP32HP33HP34HP35HP36HP1/2 208/60/3 16.61/2 208/60/3 16.61/2 208/60/3 16.61/2 208/60/3 16.61/2 208/60/3 16.61/2 208/60/3 16.61/2 208/60/3 16.61/2 208/60/3 16.61/2 208/60/3 16.61 208/60/3 22.91/2 208/60/3 16.61/2 208/60/3 16.61/2 208/60/3 16.61/2 208/60/3 16.61/3 208/60/1 11.61 208/60/3 22.91 208/60/3 22.91/2 208/60/3 16.61/3 208/60/1 11.61 208/60/3 22.91/3 208/60/1 11.61/3 208/60/1 15.71/3 208/60/1 11.61/3 208/60/1 15.7PACKAGED HEAT5 208/60/3RECOVERY UNIT5 208/60/3OA2OA3208/60/3208/60/3208/60/3CP2BASE MOUNTEDCP3BASE MOUNTEDCP4BASE MOUNTEDCP5IN-LINE120/60/11 208/60/3 30.41 208/60/3 30.41/2"C., 2-#12 + GROUND1/3 208/60/1 15.71/3 208/60/1 11.64BHP5AHP5BHP1 208/60/3 30.4CP6IN-LINE120/60/11/21/21533CONDENSING BOILER2BSEPARATED COMBUSTION120/60/1 4.0CONDENSING BOILER1/3 208/60/1 11.61 208/60/3 30.41 208/60/3 22.91/2 208/60/3 16.61/2 208/60/3 16.61 208/60/3 30.41 208/60/3 30.41 208/60/3 22.91/3 208/60/1 11.61 1/4"C., 3-#3 + GROUND1 1/4"C., 3-#3 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 3-#10 + GROUND1/2"C., 3-#10 + GROUND1/2"C., 2-#12 + GROUND3/4"C., 3-#8 + GROUND3/4"C., 3-#8 + GROUND3/4"C., 3-#8 + GROUND3/4"C., 3-#8 + GROUND3/4"C., 3-#8 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#10 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 2-#12 + GROUND17EF1.4 120/60/118EF1.0 120/60/13 208/60/3OA41/2"C., 3-#12 + GROUND37HP1/2 208/60/3 16.61/2"C., 3-#12 + GROUNDCIRCUITFEEDERCIRCUITFEEDERCP7SUBMERSIBLE1/2 120/60/1CP8CP9CP10CP11CP12CP13CP14CP15CP16SUBMERSIBLESUBMERSIBLESUBMERSIBLESUBMERSIBLESUBMERSIBLESUBMERSIBLESUBMERSIBLESUBMERSIBLESUBMERSIBLE1/2"C., 2-#12 + GROUNDCIRCUIT1/2 120/60/11/2"C., 2-#12 + GROUND1/2 120/60/11/2"C., 2-#12 + GROUND1/2 120/60/11/2"C., 2-#12 + GROUND1/2 120/60/11/2"C., 2-#12 + GROUND1/2 120/60/11/2"C., 2-#12 + GROUND1/2 120/60/11/2"C., 2-#12 + GROUND1/2 120/60/11/2"C., 2-#12 + GROUND1/2 120/60/11/2"C., 2-#12 + GROUND1/2 120/60/11/2"C., 2-#12 + GROUNDINDIRECT SEALEDCOMBUSTION3 208/60/31/2"C., 3-#10 + GROUNDPACKAGED HEATRECOVERY UNITPACKAGED HEATRECOVERY UNITCIRCUITEH1SYM.TYPEFEEDERELECTRIC HEATER SCHEDULECHAR.KWEH2EH3EH4SEMI-RECESSEDWALL MOUNTED2 208/60/11/2"C., 2-#12 + GROUNDCIRCUITEH5SEMI-RECESSEDWALL MOUNTED2 208/60/11/2"C., 2-#12 + GROUNDSEMI-RECESSEDWALL MOUNTED2 208/60/11/2"C., 2-#12 + GROUNDSEMI-RECESSEDWALL MOUNTED2 208/60/11/2"C., 2-#12 + GROUNDSEMI-RECESSEDWALL MOUNTED2 208/60/11/2"C., 2-#12 + GROUND19EFVENT SET10.8 120/60/120EF1.4 120/60/121EF1.4 120/60/1CIRCUITFEEDERROOF TOP CENTRIFUGALROOF TOP CENTRIFUGALCEILING MOUNTEDCEILING MOUNTEDCEILING MOUNTEDCEILING MOUNTEDCEILING MOUNTEDCONTROLWITH HOODW/ LIGHTSWALL TIMERINTERLOCKWITH OA-1INTERLOCKWITH OA-2INTERLOCKWITH OA-4W/ LIGHTSWALL TIMERDDC SYSTEMWALL TIMERWALL TIMERDDC SYSTEMCIRCUIT6BHP1 208/60/3 30.438HP39HP1 208/60/3 22.91/2 208/60/3 16.61/2"C., 3-#12 + GROUND1/2"C., 3-#10 + GROUND40HP1/2 208/60/3 16.61/2"C., 3-#12 + GROUND41HP42HP1/2 208/60/3 11.71/2 208/60/3 16.61/2"C., 3-#12 + GROUND43HP1/2 208/60/1 7.01/2"C., 2-#12 + GROUND44HP45HP1/2 208/60/3 11.71/3 208/60/1 11.646HP1 208/60/3 30.447HP1/2 208/60/3 16.61/2"C., 3-#12 + GROUND3/4"C., 3-#8 + GROUND3/4"C., 3-#8 + GROUND1/2"C., 3-#10 + GROUND1/2"C., 3-#10 + GROUND1/2"C., 3-#10 + GROUND1/2"C., 3-#10 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 3-#10 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 3-#12 + GROUND1/2"C., 2-#12 + GROUND1/2"C., 3-#12 + GROUND3/4"C., 3-#8 + GROUND1/2"C., 2-#12 + #12 GROUNDW/ LIGHTSW/ LIGHTSW/ LIGHTSW/ LIGHTSW/ LIGHTSW/ LIGHTSW/ LIGHTSW/ LIGHTSH1-10H5-2H5-4H5-6NOTE 2.NOTE 2.NOTE 2.NOTE 1.NOTE 2.NOTE 2.H5-8NOTE 2.NOTE 1.NOTE 2.NOTE 1.H3-2NOTE 2.NOTE 2.1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUND1/2"C., 2-#12 + #12 GROUNDNOTES 4., 5.NOTES 4., 5.NOTES 4., 5.NOTE 2.NOTE 2.NOTE 2.NOTE 1.NOTE 2.NOTE 2.NOTE 2.NOTE 1., 3.NOTE 2.NOTE 1.NOTE 2.NOTE 2.SCHEDULE NOTES:1. CONNECT TO LIGHTING CIRCUIT. PROVIDE CONTROLS AS INDICATED.2. CONNECT TO LIGHTING CIRCUIT AND CONTROLS.3. PROVIDE AND INSTALL A WALL MOUNTED 7-DAY/24-HOUR PROGRAMMABLE TIME CLOCK. PROGRAM OPERATION AS DEFINED BYMECHANICAL ENGINEER.4. PROVIDE AND INSTALL LOCAL DISCONNECT.5. PROVIDE CONDUIT, WIRE, NECESSARY RELAYS AND CONNECTIONS TO INERLOCK OPERATION OF THIS FAN WITH RESPECTIVE OAUNIT.REMARKSNOTE 1.NOTE 1.NOTE 1.NOTE 1.NOTE 2.NOTE 2.NOTE 3.NOTE 3.NOTE 3.NOTE 3.NOTE 3.NOTE 3.NOTE 3.NOTE 3.NOTE 3.NOTE 3.H1-73H1-8H1-6H1-80H1-74H1-79S-1S-3S-5S-7S-9S-11S-13S-15S-17S-19SCHEDULE NOTES:1. ROUTE CIRCUIT FROM PANEL, TO VFD, TO PUMP. MAKE ALL REQUIRED CONNECTIONS.2. SUPPLY AND INSTALL LOCAL DISCONNECT WHERE APPLICABLE.3. COORDINATE INSTALLATION WITH SEPTIC SYSTEM INSTALLER PRIOR TO ROUGH-IN. ROUTE CIRCUITS THROUGH SYSTEMCONTROLLER.SCHEDULE NOTES:1. PROVIDE AND INSTALL AN EMERGENCY SHUTDOWN FOR EACH BOILER SUCH AS ALPS #BSD120N1/2"C., 2-#12 + GROUNDH1-2NOTE 1.1/2"C., 2-#12 + GROUNDH1-4NOTE 1.SCHEDULE NOTES:1. PROVIDE AND INSTALL A LOCAL NEMA 3R FUSED STARTER/DISCONNECT.1/2"C., 3-#12 + GROUNDH1-20NOTE 1.SCHEDULE NOTES:1. PROVIDE AND INSTALL LOCAL DISCONNECT.2. PROVIDE AND INSTALL A 1/2" CONDUIT TO RESPECTIVE STAT FOR CONTROLS.H2-26H2-32H3-7H2-38H3-14H3-38H3-37H3-32H3-31H3-26H3-25H3-20H3-19H4-1H4-7H4-13H4-19H4-25H4-31H4-37H4-8H4-14H4-20H4-26H4-32H4-38H1-13H1-19H1-25H5-13H1-38H1-32H1-37H1-31H5-19H5-40H5-36H5-32H2-17H5-28H5-24H5-37H5-31H5-25H2-21H2-25H2-31H2-37H2-14H2-20REMARKSNOTE 1.NOTE 1.NOTE 1.NOTE 1.FUTUREOA5PACKAGED HEATRECOVERY UNITSCHEDULE NOTES:1. PROVIDE A LOCAL FUSED STARTER/DISCONNECT. MAKE ALL REQUIRED CONNECTIONS.H1-26H5-18H3-13H4-2FUTURE KITCHEN HOOD EXHAUST FANFUTUREB-36D-32B-40D-36D-40REMARKSNOTES 1., 2.NOTE 2.NOTE 1.NOTE 2.NOTE 1., 3.MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE3.5MECH. CONNECTIONS SCHEDULES ALL CIRCUITS AND FEEDERS ARE TOHAVE COPPER CONDUCTORS UNLESSNOTED OTHERWISE. MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE4.1ELECTRICAL POWER RISER NO SCALEBUILDING GROUNDING DETAILBLDG.STEELWATERMAINGRNDRODSSERVICEEQUIPMENT#3/0#3/0NEUTRAL TO EARTH GRD.AS PER NECMAINPROVIDE AND INSTALL ALL REQ'D.LUGS & TERMINALS. MOUNT VERT.TO CONSERVE AS MUCH WALLSPACE AS POSSIBLESTAND OFF GROUND BAR, SUCHAS ERICO #B543A010. (TYP OF 3)#3/0 TOUFFERGRD.PANEL-MDATA ROOM 214#3/0 CONDUIT AND CONDUCTOR SIZE[W3][X3][Y3]15001000120020004 ea. [3"C, 3-350KCM, 1#2/0CUG] AL4 ea. [4"C, 3-500KCM, 1#3/0CUG] AL5 ea. [4"C, 3-500KCM, 1#4/0CUG] AL[W4][X4][Z4][Y4][J3][Q3][R3][T3][S3][U3][V3][N3][M3][L3][K3][P3][D3][G3][H3][F3][E3]CKTI.D.[C3][A3][B3]AMPS[1 1/4"C, 3#1, 1#8CUG] AL[2"C, 3#3/0, 1#6CUG] AL[2 1/2"C, 3#4/0, 1#6CUG] AL2 ea. [3"C, 3-350KCM , 1#2CUG] AL[4"C, 3-500KCM, 1#2CUG] AL3 ea. [3"C, 3-250KCM, 1#1CUG] AL4 ea. [3"C, 3-250KCM, 1#1/0CUG] AL3 ea. [3"C, 3-300KCM, 1#1/0CUG] AL[3"C, 3-350KCM, 1#4CUG] AL[3"C, 3#250, 1#6CUG] AL[3"C, 3#300, 1#4CUG] AL(NOTE 2)[1 1/4"C, 3#2, 1#8CUG] AL[1 1/4"C, 3#2, 1#8CUG] ALCONDUIT AND CONDUCTOR SIZE[3/4"C, 3#12, 1#12G] CU[3/4"C, 3#10, 1#12G] CU[3/4"C, 3#6, 1#10G] CU[1"C, 3#4, 1#8G] CU[1"C, 3#4, 1#10G] CU[3/4"C, 3#8, 1#10G] CU[J4]100[Q4]300[U4][R4][T4][S4][V4]400600700800500[M4][N4][L4][K4]225200175150250[P4][H4][D4][G4][F4][E4]8090607050CKT[A4]I.D.[C4][B4]402030CKT(NOTE 2)10001200200016001253004006008007005002002251751502505080100706040AMPS3020CKT1.THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS SHEET ANDCONDUCTORS AND CONDUIT SIZED ON BASIS OF COPPER,THHN/THWN. CIRCUITS THROUGH 100A SIZED ON BASISOF 60°C. CIRCUITS GREATER THAN 100A SIZED ONNOT ON THE PROJECT DRAWINGS.BASIS OF 75°C.NOTES:LEVELMAIN ROOMUPPER MECH.PER DETAIL#3/0 GROUNDPANEL"M1"PANEL"A"PANEL"K2"PANEL"K1"M1-1 M1-13 M1-2 [K4][R4][M4]PANEL"M2"PANEL"C"PANEL"D"PANEL"H2"PANEL"C"PANEL"D"M2-1 M2-7 M2-4 [N4][N4][M4]PANEL"H3"M2-14 [M4]PANEL"B"M2-8 [K4]NO SCALEPOWER RISER DIAGRAMMAIN ELECTRICAL SERVICE SWITCHBOARD AND C/T - METERING EQUIPMENT, 1600A, 120/208V 3PH. 4W. SUCH AS SQ. D POWER STYLE QED TYPE GEAR. PROVIDEWITH HOT SEQUENCE UTILITY. ROCKY MOUNTAIN POWER CO. REVERSE FED C/TCOMPARTMENT. ENTIRE ASSEMBLY TO BE NEMA 3R CONSTRUCTION AND RATEDPANEL"H4"M2-20 [M4]PANEL"H1"M1-7 [N4]PANEL-"M1"BREAKER1000 AMPS120/208V 3Ø 4WPANEL-"M2"BREAKER1000 AMPS120/208V 3Ø 4WBY UTILITY COMPANY. CONDUIT BY E.C. PRIMARY CONDUCTORS TO TRANSFORMERELECTRICAL CONTRACTOR.POWER COMPANY TRANSFORMERCONCRETE PAD AND VAULT BY[Y4][W4][W4]42K (AIC).X33,340 SCAXXXX20,552 SCA 18,202 SCA 12,846 SCA 20,011 SCA X4,305 SCAX15,554 SCAX12,054 SCA X12,054 SCA X12,943 SCA X2,683 SCA X12,054 SCA 2 ea. [3"C, 3-250KCM , 1#2CUG] AL[Z3] 8 ea. [3"C, 3-350KCM, 1#250CUG] AL4 ea. [3"C, 4-350KCM, 1#2/0CUG] AL4 ea. [4"C, 4-500KCM, 1#3/0CUG] AL8 ea. [4"C, 4-250KCM] AL[1 1/4"C, 4#1, 1#8CUG] AL[2"C, 4#3/0, 1#6CUG] AL[2 1/2"C, 4#4/0, 1#6CUG] AL2 ea. [3"C, 4-350KCM , 1#2CUG] AL[4"C, 4-500KCM, 1#2CUG] AL3 ea. [3"C, 4-250KCM, 1#1CUG] AL4 ea. [3"C, 4-250KCM, 1#1/0CUG] AL3 ea. [3"C, 4-300KCM, 1#1/0CUG] AL[3"C, 4-350KCM, 1#4CUG] AL[3"C, 4#250, 1#6CUG] AL[3"C, 4#300, 1#4CUG] AL[1 1/4"C, 4#2, 1#8CUG] AL[1 1/4"C, 4#2, 1#8CUG] AL[3/4"C, 4#12, 1#12G] CU[3/4"C, 4#10, 1#12G] CU[3/4"C, 4#6, 1#10G] CU[1"C, 4#4, 1#8G] CU[1"C, 4#4, 1#10G] CU[3/4"C, 4#8, 1#10G] CU2 ea. [3"C, 4-250KCM , 1#2CUG] AL8 ea. [3"C, 3-350KCM](PER NEC 220.86)MAIN SERVICE:TOTAL BUILDING AREATOTAL CONNECTED LOAD1ST 3VA X 49,000 SQ. FT @ 100%REMAINDER (494,000 VA) @ 75%TOTAL PER NEC 220.86MIN. SERVICE SIZE @ 120/208V., 3PH. 4W.49,0000 SQ. FT.641,000 VA147,000 VA370,500 VA517,500 VA1437 AMPS27500SQ D I-LINE120/208V 3Ø 4W-24600"M1"-2810010001045009890090100SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAMEPANEL-"A"--PANEL-"HI"--PANEL-"K1"--150 3- -- -400 3- -- -400 3- -- -8500900010500340003500034000335003710027500PREPARED SPACE3--3--200--200--PANEL-"K2"--SPARE--PREPARED SPACE161001850017600SUPPLY WITH INTEGRAL SPD30000SQ D I-LINE120/208V 3Ø 4W-29500"M2"-290001000122500SEE RISER124500118500SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAMEPANEL-"C"--PANEL-"D"--PANEL-"H5"--225 3- -- -225 3- -- -225 3- -- -155001600015000180001650016500220002200021500PREPARED SPACE3--3--200--150--PANEL-"H2"--PANEL-"B"--140001400014000950095009000SUPPLY WITH INTEGRAL SPDSPARE--200 3- -- -3--200--PANEL-"H3"--1900018000180003--200--PANEL-"H4"--205002050018500260002750025500400004100039500205002050018500SEE RISER35000340003400040000371002800020003200-3--100--PANEL-"SB"--360029005002-100-PANEL-"S"-32002000SPARE--200 3- -- -PREPARED SPACEPANEL-"IT"--60003--100--60006000600060006000SEC 1.SEC 2.SEC 1.SEC 2.PANEL"H1"SEC 1.SEC 2.PANEL"S"M1-20 [H3]PANEL"SB"M1-14 [H4]PANEL"H5"M2-13 [MN4]PANEL"IT2"PANEL"IT"M2-26(BUILDING)(120/208)(2) 5" PER RMP(FIRE PUMP)(277/480)ELECTRICAL CONTRACTOR.POWER COMPANY TRANSFORMERCONCRETE PAD AND VAULT BYMC/TFIRE PUMPCONTROLLER[J4]FIRE PUMPCONTROLLER[J4][R4](3) 5" CONDUIT. CONDUCTORSPRIMARY CONDUIT BY E.C.BY RMPDATA ROOM 204 2000SQ D NQOD120/208V 3Ø 4WLIGHTING-1000 20 1 2000"A"20"x39"x5 3/4"20200011000RECEPTACLES225900074SEE RISER7085008710500SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAMEBUILDING EXTERIORSPARE500500100010001000100010001000100010001000100010001000100010001000PARKING LOT LIGHTS202---200020002000200020001500500SUPPLY WITH INTEGRAL SPD.1500SQ D NQOD120/208V 3Ø 4W-1000 20 1 1500"B" 20"x39"x5 3/4"2015001500CLASS RECEPTACLES225950078SEE RISER789500749000SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAME1000100010001000100010001000100010001000500SPARE150015001500150015001500350020002000SUPPLY WITH INTEGRAL SPD. (1) GFCI BREAKER. EWC (1)EWC (1)1000100010001500100010001000100020001000150010001500SQ D NQOD120/208V 3Ø 4W-20 1"IT"20"x39"x5 3/4"100600050SEE RISER506000506000SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS2927252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.CONDUIT SIZE3028262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAME3000300030002000SUPPLY WITH INTEGRAL SPD2000200020001000100010001000SQ D NQOD120/208V 3Ø 4W-"H2"20"x39"x5 3/4"22514000116SEE RISER1161400011614000SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAMEHP/17--HP/18--HP/19--20 2- -30 3- -- -20 3- -- -20 3- -- -200020002000SPAREHP/223--40--15001500PREPARED SPACE20 2- -HP/213--20--HP/203--20--150015001500------2500SQ D NQOD120/208V 3Ø 4W-2100"H3"20"x39"x5 3/4"22518000150SEE RISER1581900015018000SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAMEOA/3--HP/27--HP/29--HP/31--HP/33--30 3- -- -20 3- -- -20 3- -- -20 3- -- -20 3- -- -200015002000150020001500150015001500150015001500HP/343--20--150015001500--HP/26--HP/28--HP/30--HP/32--3--20--1500150015003--30--2000200020003--20--3--20--150015001500SQ D NQOD120/208V 3Ø 4WROOM 2041000 20 1 2000"H5"20"x39"x5 3/4"22522000183SEE RISER1832200017921500SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAMESPAREHP/7--HP/8--HP/9--30 3- -- -30 3- -- -30 3- -- -2000RECEPTACLES15001500300035003500350030003000150030003000300010001000300030005500350035003500350035003500350035003500150015001500350035003500350035003500300030003000350035003500300030003000SPARE3000300020002000PREPARED SPACE1000100020 2--PARKING LOT LIGHTS1 20OA/23--30--250025002500--200010005500550045001500-30 1GYM RELAY PANEL30 1GYM RELAY PANEL1000100020002000201201ACCORDION DOOR1000ACCORDION DOOR1000RECEPTACLESSPARE500500RECEPTACLESLIGHTINGEH/1202---10001000EH/2202---10001000500500500500500500500BMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAME4743454648445349515254505955575860566561636466627167697072687773757678748379818284801000SQ D NQOD120/208V 3Ø 4WCLASS RECEPTACLES-500 20 1 1000"C"20"x39"x5 3/4"2010001225500500500500500500CLASS RECEPTACLES16000133SEE RISER1291550012515000SEE RISERSEE RISERSUPPLY WITH INTEGRAL SPD (1) GFCI BREAKER20 1LIGHTING15001000500RECEPTACLES100010001000150015001500100050015001500150015001500150050050015001500150015001500SEC. 1SEC. 2SEC. 1SEC. 2500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500500100010001000100010001000100010001000100010001000100010001000100010001000100010001000100010001000100010001000SPARESPARE(1)BMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAME474345464844534951525450595557586056656163646662716769707268777375767874837981828480SQ D NQOD120/208V 3Ø 4WCLASS RECEPTACLES-500 20 1"D"20"x39"x5 3/4"201225500500500500500500RECEPTACLES16500137SEE RISER1501800013716500SEE RISERSEE RISERSUPPLY WITH INTEGRAL SPD SPARE1000100015001500SEC. 1SEC. 2SEC. 1SEC. 250050050050050050050050050015001500150015001000100010001000100010001500150015005001500500100010001000100010001500300030003000300030002500250025002500PREPARED SPACESPAREEWC (1)SPARESPAREEH/3202---10001000EH/4202---10001000EH/5202---1000100010001000100010001000100010001000100010001000150015001500150015001500150015001500LIGHTING15001500150015001500150015001500LIGHTINGBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAME474345464844534951525450595557586056656163646662716769707268777375767874837981828480SQ D NQOD120/208V 3Ø 4WSPARE-20 1"H1"20"x39"x5 3/4"201400BOILER B135000291SEE RISER2833400028334000SEE RISERSEE RISERSUPPLY WITH INTEGRAL SPD PREPARED SPACESEC. 1SEC. 2SEC. 1SEC. 250050020002000200040004000400060006000600060006000600050050010001500150015001000500500500500PREPARED SPACESPAREHP/1--150015001500HP/2--100010001000HP/3--300030003000HP/4A--HP/4B--300030003000300030003000201SPARE3--20----20 3- -- -20 3- -- -40 3- -- -40 3- -- -40 3- -- -100010001000CT/13--20----100010001000OA/13--20----300030003000HP/5A3--40----300030003000HP/5B3--40----BOILER B2CP/5CP/6EF/1SPARESPARE--CP/1--600060006000CP/2--60006000600020 3- -- -90 3- -- -90 3- -- -CP/33--20----100010001000CP/43--20----100010001000201700070007000700070007000HP/15-15001500HP/16-15001500150015001500150015001500SUPPLY WITH INTEGRAL SPD 1500150015001500HP/23202---15001500SPAREHP/53--20----150015001500201201300030003000SPARE--20 3- -- -HP/24--30 3- -- -200020002000150015001500EF/19SPARE1 201000150015001500SUPPLY WITH INTEGRAL SPD SQ D NQOD120/208V 3Ø 4W-"H4"20"x39"x5 3/4"22520500170SEE RISER1702050015418500SEE RISERSEE RISERSUPPLY WITH INTEGRAL SPD.BMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS4129373935333127252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.40CONDUIT SIZE42303836343228262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAME47434546484449515250535425002500HP/37--HP/38--HP/39--HP/40--HP/41--20 3- -- -20 3- -- -30 3- -- -20 3- -- -20 3- -- -150015001500200020002000150015001500HP/473--20--150015001500--HP/43-HP/44-HP/45--HP/46--3--40--5000500050003--20--1000100010002-20-2-20-100010002500250025002500250015002500250015003000300030006500650065003000300030002500HP/35--20 3- -- -HP/36--20 3- -- -15001500150010001000150015001500PREPARED SPACESPARE1 20OA/4--HP/42--3--20--3--20--100010001000100010001000SPARE1 20SPARE1 20150015001500150015001500RECEPTACLES1000HP/6B--40 3- -- -300030003000HP/6A--40 3- -- -30003000300020002000200020002000200020002000EF/5EF/6EF/7EF/14LIGHTSSPARE10001000100010001000HP/10-2-20-15001500HP/11-2-20-HP/12-2-20-HP/13-2-20-HP/14-2-20-15001500150015001500150015001500SUPPLY WITH INTEGRAL SPD RACK POWER SUPPLY UPS30 2- --RACK POWER SUPPLY UPS30 2- --120PANEL-"IT2"RACK POWER SUPPLY UPS-RACK POWER SUPPLY UPS-3 80- -- -2 30- -2 30- -1000100010001000300030003000--SQ D NQOD120/208V 3Ø 4W-20 1"IT2"20"x39"x5 3/4"100300025SEE RISER253000523000SEE RISERSEE RISERBMAIN BRKR. AMPSLOAD/POLEMAIN LUGS ONLY19FEEDER CONDUCTOR SIZE:TOTAL LOAD/PHASEREMARKS:AMPSWATTS2927252123CLASSLOCATIONMAKE/MODELLOAD NAMEAAMPWATTSNO. 917151113 7 5 1 3EBRKCIRLOADMAIN SW.OPL20S.C. INT CAP/BKR.CONDUIT SIZE3028262422AMPS.NO.WATTSECAMP1018161412 8 6 2 4FEED BOTTOMFEED TOPDIMENSIONSBRKAMPSLOPLOADCIRSURFACEFLUSHLOAD NAMESUPPLY WITH INTEGRAL SPD2000200010001000PREPARED SPACERACK POWER SUPPLY UPS30 2- --120RACK POWER SUPPLY UPS-2 30- -10001000PREPARED SPACEMMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE4.2ELECTRICAL PANEL SCHEDULES ALL PANEL COVERS SHALL BE HINGED,DOOR IN DOOR STYLE.SPECIAL PANEL SCHEDULES NOTE: KINDERGARTEN164KINDERGARTEN161VEST160CORR.165TR150VEST143TESTING142STOR.166OVERFLOW159GYM155CAFE144SERV145DISH146CUST.151STOR.153MECH/ELECT152STOR.149KITCHEN147OFF148VEST157DDSSWPWPDDDDD1CTON ROOF7EFON ROOF6EFON ROOF5EFON ROOFFFFFIRE ALARM KEY NOTES1PROVIDE AND INSTALL DUCT DETECTORS AND RELAY MODULES. MAKE CONNECTIONS TO SHUT DOWN UNIT UPON ALARM.FACP AND ASSOCIATED DIALER, AMPLIFIER, BATTERIES, AND ALL ASSOCIATED COMPONENTS SHALL BE INSTALLED IN A COMMON FLUSH MOUNTED PANEL. LOCATE BATTERIES ABOVEACCESSIBLE CEILING.TIE NEW HOOD FIRE SUPPRESSION SYSTEM INTO FIRE ALARM SYSTEM.CONNECT FIRE/SPRINKLER GONG TO NEAREST SOURCE OF 120V. UNSWITCHEDPOWER.CONNECT SPRINKLER SYSTEM TAMPER SWITCHES, AND FLOW VALVES TO FIREALARM SYSTEM. SEE SPRINKLER DRAWINGS FOR EXACT QUANTITIES.FLUSH MOUNTED REMOTE ANNUNCIATOR IN VESTIBULE.23456PROVIDE A RELAY MODULE AND CONNECTIONS TO SHUT DOWN SOUND SYSTEMUPON ALARM.7FLUSH MOUNTED REMOTE ANNUNCIATOR, HAND SET AND MICROPHONE STATION FOR 8FIRE ALARM SYSTEM.E.C. SHALL PROVIDE AND INSTALL 120V., ALL REQUIRED MONITOR RELAY MODULES AND ALLCONTROL CONNECTIONS TO INTERFACE SMOKE DAMPERS AND INTEGRATED SMOKE DETECTORSWITH FIRE ALARM SYSTEM. THERE ARE A TOTAL OF 16 DAMPERS IN THE BUILDING. REFER TO 9MECH. DRAWINGS FOR EXACT LOCATIONS. (P1-35)MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE5.0CAFETERIA/GYM FIRE ALARMSCALE:CAFETERIA/GYM PLAN - FIRE ALARM1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1CONNECT THE FOLLOWING POINTS INTO THE FIREALARM SYSTEM:1. FIRE PUMP POWER LOSS.2. FIRE PUMP RUN3. FIRE PUMP LOW WATER4. FIRE PUMP LOW TEMP.5. FIRE PUMP MAIN VALVE6. FIRE PUMP WATER FLOW7. PUMP ROOM TAMPER SWITCHPROVIDE ALL NECESSARY CABLING, RELAYS ANDMONITORING MODULES. CLASS139CLASS137CLASS135CLASS130CLASS129CLASS127KINDERGARTEN164KINDERGARTEN161TR163TR162CORR.165CORR.128CORR.136VEST134MEN171WOMAN170GIRLS169BOYS167172VEST143TESTING142TESTING141STOR.166MEDIA194WORK189WORK184TR187CUST.186ACCESS188CORR.138CORR.182CORR.140BREAK173SUSPENSION175STOR.174WORK176TR177PRINCIPAL178REC'P180WAIT181CONF.179ENTRY101STOR.132STOR.131STOR.133TRBA8STOR185CONF.183DDSSSSSSSSSWPWPDDDDDEFEFF7ANN6FACP 28VEST160TRBA8KINDERGARTENBA7SFIRE ALARM KEY NOTESSEE SHEET E5.0 FOR FIRE ALARM KEY NOTESMMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE5.1COMMONS/CLASSROOM FIRE ALARMSCALE:COMMONS/CLASSROOM PLAN - FIRE ALARM1/8" = 1' - 0"16'8'0"NSCALE:BID ALT #2 PLAN - FIRE ALARM1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1 CLASS123CLASS125CLASS126CLASS122CLASS121CLASS119CLASS127CORR.124CLASSBA6CLASSBA4CLASSBA1CLASSBA2VESTBA3CORR.BA5CORR.120CORR.128GIRLS192BOYS190WORK189TR193DDSWPFIRE ALARM KEY NOTES1PROVIDE AND INSTALL DUCT DETECTORS AND RELAY MODULES. MAKE CONNECTIONS TO SHUT DOWN UNIT UPON ALARM.FACP AND ASSOCIATED DIALER, AMPLIFIER, BATTERIES, AND ALL ASSOCIATED COMPONENTS SHALL BE INSTALLED IN A COMMON FLUSH MOUNTED PANEL. LOCATE BATTERIES ABOVEACCESSIBLE CEILING.TIE NEW HOOD FIRE SUPPRESSION SYSTEM INTO FIRE ALARM SYSTEM.CONNECT FIRE/SPRINKLER GONG TO NEAREST SOURCE OF 120V. UNSWITCHEDPOWER.CONNECT SPRINKLER SYSTEM TAMPER SWITCHES, AND FLOW VALVES TO FIREALARM SYSTEM. SEE SPRINKLER DRAWINGS FOR EXACT QUANTITIES.FLUSH MOUNTED REMOTE ANNUNCIATOR IN VESTIBULE.23456PROVIDE A RELAY MODULE AND CONNECTIONS TO SHUT DOWN SOUND SYSTEMUPON ALARM.7FLUSH MOUNTED REMOTE ANNUNCIATOR, HAND SET AND MICROPHONE STATION FOR 8FIRE ALARM SYSTEM.E.C. SHALL PROVIDE AND INSTALL 120V., ALL REQUIRED MONITOR RELAY MODULES AND ALLCONTROL CONNECTIONS TO INTERFACE SMOKE DAMPERS AND INTEGRATED SMOKE DETECTORSWITH FIRE ALARM SYSTEM. THERE ARE A TOTAL OF 16 DAMPERS IN THE BUILDING. REFER TO 9MECH. DRAWINGS FOR EXACT LOCATIONS. (P1-35)MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE5.2CLASSROOM WING FIRE ALARMSCALE:CLASSROOM WING PLAN - FIRE ALARM1/8" = 1' - 0"16'8'0"NFIRE ALARM RISER DIAGRAMNO SCALECONTROL PANELFIRE ALARM(FACP)4 #14FSTO TELEPHONE BOARD2 #14D2#18 TWSTD. SHLD. + 4#142 #14RANNTS}CABINETTWSTD. (SHLD) #18 PAIR4 #14H2 #142 #14WPCONTROL2" C.,SYNC.}TYPICAL NOTIFICATIONAPPLIANCE CIRCUITTYPICALSTROBE CIRCUITTYPICAL INITIATINGDEVICE CIRCUITFIRE SPRINK SYSTEMFLOW /TAMPER SW. CKT.REMOTE ANNUNCIATORCIRCUITMECH. EQUIPMEMTFAN SHUT DOWNDOOR HOLDERCIRCUIT4#18CONDUIT (TYP)SPECIAL NOTE:MEET THE SPECIFIED DESIGN CRITERIA.DETERMINED BY THE ELECTRICAL AND FIRE ALARM CONTR'S. TOFIRE ALARM SYSTEM CONDUIT AND OR CABLE ROUTING SHALL BE**SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THEAUTHORITY HAVING JURISDICTION. OBTAIN A WRITTEN LETTEROF ACCEPTANCE OF THE PROPOSED SYSTEM. INCLUDE WITHSHOP DRAWINGS SUBMITTAL TO ENGINEER.SYMBOLHWPFIRE ALARM SYSTEM LEGENDNUMBER IN PARENTHESIS NEXT TO DEVICE DENOTES CANDELLARATING IF MORE THAN 15.*( )RFSTSD( )( )**SH( )*( )*( )*ANNFACPFIRE ALARM SYSTEM CONTROL PANELFIRE ALARM SYSTEM REMOTE ANNUNCIATOR PANELFIRE ALARM SYSTEM SMOKE DETECTORFIRE ALARM SYSTEM HEAT DETECTORFIRE ALARM SYSTEM CHIME / STROBEFIRE ALARM SYSTEM SPEAKER / STROBEFIRE ALARM SYSTEM HORN (OUTSIDE W.P.)FIRE ALARM SYSTEM MINI HORN / STROBEFIRE ALARM SYSTEM PULL STATIONFIRE ALARM SYSTEM STROBEFIRE SPRINKLER SYSTEM TAMPER SWITCHFIRE SPRINKLER SYSTEM FLOW SWITCHMAGNETIC DOOR HOLDERFIRE ALARM SYSTEM STROBEFIRE ALARM SYSTEM FAN RELAYDESCRIPTIONWALL @ 10'-0WALL @ 80"WALL @ 80"WALL @ 80"WALL @ 80"WALL @ 48"WALL @ 80"SEE MECH.SEE MECH.SEE MECH.SEE SPECS.WALL - TOP @ 6'-0WALL - TOP @ 5'-0CEILINGCEILINGMOUNTINGLOCATED AT A COMMON HEIGHT.ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICESHORN / STROBES IN A COMMON ROOM OR LINE OF SIGHT SHALL BELOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT ISNFPA ALLOWS HORN / STROBES TO BE MOUNTED AT A HEIGHT RANGEDUCT DETECTOR, ETC.. FALSE ALARM WILL OCCUR.HAS A POWER HELD CONTACTS. (FLOW , TAMPER, HOOD SYSTEM,DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICHTO MEET ADA REQUIREMENTS.MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLEQUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPAELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTORNEED EOLR. (END OF LINE RESISTORS).DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES.ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUTNOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN.DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DODO NOT INSTALL ANY SMOKE OR HEAT DETECTOR WITHIN 3 FEET OFACCORDING TO ROOM SIZE, ETC.PROVIDE THE REQUIRED CANDELA RATING OF ALL HORN / STROBESFROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.HORNS / STROBES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3LOCATION AND LAYOUT ONLY.SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERALALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIEDTHE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLELOCAL, STATE AND ADA REQUIREMENTS.IN CORRIDORS, HORN / STROBES MUST BE LOCATED WITHIN 15' 14.TEMPORAL PATTERN.12.13.11.10.AND NEC REQUIREMENTS.ANY AIR DIFFUSER.7.9.8.6.5.4.3.2.DO NOT INSTALL MORE THAN (10) HORN / STROBES ON ANY SINGLEFIRE ALARM SYSTEM NOTES:CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14WIRE IN THE TOTAL LOOP.1.FIRE DAMPER 120 VOLTSEE MECH.FIRE ALARM SYSTEM SPEAKER / STROBECEILINGBPFIRE ALARM SYSTEM SPEAKER STROBE BOOSTER PANELWALL - TOP @ 5'-0NORTHKEY PLANNO SCALEALT. #2 ALT. #1 CLASS121CLASS119CLASS118CLASS116CLASS115CLASS113CLASS111CLASS110CLASS109CORR.120CORR.102CORR.117RESOURCE A103CORR.114GIRLS192MEDIA194WORK189WAIT181ENTRY101TESTING104ESL106SPEECH107TR108VEST112TR193DDSSWPWPANN6FIRE ALARM KEY NOTES1PROVIDE AND INSTALL DUCT DETECTORS AND RELAY MODULES. MAKE CONNECTIONS TO SHUT DOWN UNIT UPON ALARM.FACP AND ASSOCIATED DIALER, AMPLIFIER, BATTERIES, AND ALL ASSOCIATED COMPONENTS SHALL BE INSTALLED IN A COMMON FLUSH MOUNTED PANEL. LOCATE BATTERIES ABOVEACCESSIBLE CEILING.TIE NEW HOOD FIRE SUPPRESSION SYSTEM INTO FIRE ALARM SYSTEM.CONNECT FIRE/SPRINKLER GONG TO NEAREST SOURCE OF 120V. UNSWITCHEDPOWER.CONNECT SPRINKLER SYSTEM TAMPER SWITCHES, AND FLOW VALVES TO FIREALARM SYSTEM. SEE SPRINKLER DRAWINGS FOR EXACT QUANTITIES.FLUSH MOUNTED REMOTE ANNUNCIATOR IN VESTIBULE.23456PROVIDE A RELAY MODULE AND CONNECTIONS TO SHUT DOWN SOUND SYSTEMUPON ALARM.7FLUSH MOUNTED REMOTE ANNUNCIATOR, HAND SET AND MICROPHONE STATION FOR 8FIRE ALARM SYSTEM.E.C. SHALL PROVIDE AND INSTALL 120V., ALL REQUIRED MONITOR RELAY MODULES AND ALLCONTROL CONNECTIONS TO INTERFACE SMOKE DAMPERS AND INTEGRATED SMOKE DETECTORSWITH FIRE ALARM SYSTEM. THERE ARE A TOTAL OF 16 DAMPERS IN THE BUILDING. REFER TO 9MECH. DRAWINGS FOR EXACT LOCATIONS. (P1-35)MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE5.3CLASSROOM/MEDIA FIRE ALARMSCALE:CLASSROOM/MEDIA PLAN - FIRE ALARM1/8" = 1' - 0"16'8'0"NNORTHKEY PLANNO SCALEALT. #2 ALT. #1 STAIRS201IT2141OA2OA3OA3OA4OA111115BHP5AHP6BHP6AHP4BHP4AHP111111FIRE ALARM KEY NOTES1PROVIDE AND INSTALL DUCT DETECTORS AND RELAY MODULES. MAKE CONNECTIONS TO SHUT DOWN UNIT UPON ALARM.FACP AND ASSOCIATED DIALER, AMPLIFIER, BATTERIES, AND ALL ASSOCIATED COMPONENTS SHALL BE INSTALLED IN A COMMON FLUSH MOUNTED PANEL. LOCATE BATTERIES ABOVEACCESSIBLE CEILING.TIE NEW HOOD FIRE SUPPRESSION SYSTEM INTO FIRE ALARM SYSTEM.CONNECT FIRE/SPRINKLER GONG TO NEAREST SOURCE OF 120V. UNSWITCHEDPOWER.CONNECT SPRINKLER SYSTEM TAMPER SWITCHES, AND FLOW VALVES TO FIREALARM SYSTEM. SEE SPRINKLER DRAWINGS FOR EXACT QUANTITIES.FLUSH MOUNTED REMOTE ANNUNCIATOR IN VESTIBULE.23456PROVIDE A RELAY MODULE AND CONNECTIONS TO SHUT DOWN SOUND SYSTEMUPON ALARM.7FLUSH MOUNTED REMOTE ANNUNCIATOR, HAND SET AND MICROPHONE STATION FOR 8FIRE ALARM SYSTEM.E.C. SHALL PROVIDE AND INSTALL 120V., ALL REQUIRED MONITOR RELAY MODULES AND ALLCONTROL CONNECTIONS TO INTERFACE SMOKE DAMPERS AND INTEGRATED SMOKE DETECTORSWITH FIRE ALARM SYSTEM. THERE ARE A TOTAL OF 16 DAMPERS IN THE BUILDING. REFER TO 9MECH. DRAWINGS FOR EXACT LOCATIONS. (P1-35)MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE5.4MEZZANINE PLAN MECH. CONNECTIONSSCALE:MEZZANINE PLAN - FIRE ALARM1/16" = 1' - 0"32'16'0"N STAIRS201IT2143DATA RACKDATA RACKS4444444448CABLE TRAY188884444444486584444CABLE TRAY18444444844444822288CABLE TRAY17444MMPCONSULTANTS:TEP1152 BOND AVENUE - Suite A REXBURG, IDAHO 83440 VOICE (208) 359-2309 FAX (208) 359-2271WWW.JRWA.COMP.E. JOB #21120Pocatello, Idaho 83201Engineering Inc.1823 E. Centertel (208) 232-4439fax (208) 232-1435EDLREENIGNEOHAD IFOET ATE N Y APDDOT 8270SRETSI GER ANOI S S EFORP 811JAN. '22REXBURG, MADISON SCHOOL DISTRICT #321 HIBBARD ELEMENTARY SCHOOL IDAHOE6.0MEZZANINE PLAN CABLE TRAYSCALE:MEZZANINE PLAN - CABLE TRAY1/16" = 1' - 0"32'16'0"NENLARGED VIEWCABLE TRAY MOUNTING DETAIL(WIDTH AS SPECIFIED)CABLE TRAY CUTTING TOOL3. ALL TURNS IN ANY DIRECTION OR PLANE SHALL BE RADIUSED. NO SHARPE.C. SHALL PROVIDE AND INSTALL ALL REQUIREDMOUNTING HARDWARE & INSTALLATION PRACTICESPER MANUFACTURER.E.C. SHALL MAINTAIN12" MIN. ABOVE CABLETRAY. (TYPICAL)LOCATE 5FT. ON CENTER.ANCHOR TO STRUCTURE3/8" ALL-THREAD RODELECT. CONTR. SHALL PROVIDE AND INSTALL A COMPLETE STEEL WIRE MESH CABLE TRAY SYSTEM FOR ROUTINGDATA AND/OR COMMUNICATIONS CABLE. SUSPEND AND SUPPORT FROM BLDG. STRUCTURE, USING 3/8" ALLTHREAD.SUPPORT AS RECOMMENDED BY MANUFACTURER. TRAY DIMENSIONS SHALL BE 12"W x 2"D. UTILIZE RADIUSED ELBOWSAND TEES. SHARP 90'S, ARE NOT ACCEPTABLE. NOTE THAT THIS TRAY SYSTEM HAS BEEN SELECTED TOFACILITATE EASE OF ROUTING UP/OVER/AROUND EXISTING OR NEW DUCTWORK, PIPING, AND OTHER EQUIPMENT. THISINSTALLATION WILL REQUIRE FIELD MODIFICATION TO MEET SPECIFIED CLEARANCES. PROVISIONS FOR THIS TYPEOF ENVIRONMENT SHALL BE INCLUDED IN THE BASE BID. ACCEPTABLE MANUFACTURERS: EZ TRAY BY CABOLOFIL CORNERS ARE PERMISSIBLE.AND FLEX TRAY BY GS METALS.CABLE TRAY SYSTEM:STEEL HANGERCABLE TRAY ON THIS DWG. AND IN THE SPECIFICATIONS. ALONG WITH ALL MISC.2. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION INCLUDING STRUCTURAL, HVAC, PIPING, FIRE SPRINK. ETC. MAKE NECESSARY 1. E.C. SHALL PROVIDE AND INSTALL ALL COMPONENTS AS DESCRIBED ADJUSTMENTS TO ACCOMMODATE THESE TRADES. COMPONENTS REQUIRED FOR A COMPLETE TRAY SYSTEM.CABLE TRAY NOTESANGLED BLADESOFF-SET BLADESOFF-SET BOLT CUTTER12"DATA6"INTERCOMTRAY MANAGEMENT DETAILNO SCALECABLE TRAY INSTALLATION SHALL CONFORMTO NEC 3926"KEY NOTES1MOUNT TRAY NEAR OR FROM WALL AT +/- 48"-56" ABOVE MEZZ. FLOOR. COORDINATE TRAY WITH MECHANICAL EQUIPMENT.PROVIDE AND INSTALL (3) 4" SLEEVES THROUGH WALL AS HIGH AS POSSIBLE FOR CABLING FROM THIS WING. INSTALLATION AND FIRE CHALKING SHALLPROVIDE AND INSTALL (2) 4" CONDUITS UP AND OVER VAULTED ENTRY CEILING.PROVIDE AND INSTALL A 2" CONDUIT FROM CABLE TRAY TO ABOVEACCESSIBLE CEILING SHOWN FOR DATA CABLING. INSTALL INSULATED BUSHINGS234BOTH ENDS. MAINTAIN 3 HOUR FIRE WALL.PROVIDE AND INSTALL (2) 4" SLEEVES THROUGH WALL. INSTALLATION ANDCAULKING TO MAINTAIN FIRE RATING.(4) 4" CONDUIT THROUGH WALL TO TRAY ABOVE DATA RACKS.(2) 4" CONDUIT THROUGH WALL TO TRAY ABOVE DATA RACK.2" CONDUIT TO ABOVE CORRIDOR CEILING BELOW FOR DATA CABLING.5678