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2019-08-09_90CD DRAWINGS
MATCH LINE 'B'MATCH LINE 'A' MATCH LINE 'A'© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.CD201SITE PREP & EROSION CONTROL2180180AS SHOWN05-18-2019AKGDD Progress08-08-2019AKG90% MATCH LINE 'C'MATCH LINE 'B'MATCH LINE 'C'© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.CD202SITE PREP & EROSION CONTROL2180180AS SHOWN05-18-2019AKGDD Progress08-09-2019AKG90% MATCH LINE 'B'MATCH LINE 'A' MATCH LINE 'A'© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.CG201GRADING PLAN 12180180AS SHOWN05-18-2019AKGDD Progress08-08-2019AKG90% MATCH LINE 'C'PC +27.66 PT +59.40 -0+10 1+09.24 0 1MATCH LINE 'B'MATCH LINE 'C'HIGH POINT ELEV = 61.96HIGH POINT STA = 0+80PVI STA = 0+60.00PVI ELEV = 61.56A.D. = -10.90%K = 3.6740' VCPVC: 0+40 ELEV: 58.98 PVT: 0+80 ELEV: 61.96119.0' SSDLOW POINT ELEV = 54.70LOW POINT STA = 0+00PVI STA = 0+10.00PVI ELEV = 55.11A.D. = 8.89%K = 2.2520' VCPVC: 0+00 ELEV: 54.70 PVT: 0+20 ELEV: 56.40 40.4' HSD12.90%4.01%-1.25%2.00%-0+500+001+001+50-0+5054.700+0062.08 62.051+001+50© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.CG202GRADING PLAN 22180180AS SHOWN05-18-2019AKGDD Progress08-09-2019AKG90% © 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.CU201SEWER PLAN & PROFILE2180180AS SHOWN05-18-2019AKGDD Progress08-09-2019AKG90% PC +27.66PT +59.40-0+101+09.2401© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.CU202SEWER PLAN & PROFILE2180180AS SHOWN05-18-2019AKGDD Progress08-09-2019AKG90% SCALE:1N.T.S.SINGLE COMPOST FILTER TUBE (COIR FACINE) DETAIL L200 FEET C DRIVEGUTTER LINE36 FEET MIN.NOTES:1.AT LEAST ONE CONSTRUCTION ENTRANCE SHALL BE PLACED AT EACH ENTRANCE TO THE SITE,THROUGHOUT CONSTRUCTION ACTIVITIES.2.THE LOCATION OF THE CONSTRUCTION ENTRANCE(S) SHALL BE APPROVED BY THE OWNERPRIOR TO PLACEMENT.3.CONSTRUCTION ENTRANCE(S) SHALL CONSIST OF 2" CRUSHED STONE PLACED AT A DEPTH OF AMINIMUM 8 INCHES PLACED OVER GEOTEXTILE FABRIC.4.CONTRACTOR IS RESPONSIBLE FOR DAILY INSPECTION AND ALL NECESSARY MAINTENANCE OFALL ENTRANCES.5.CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF SEDIMENTS OR ANY OTHER MATERIALSTRACKED ONTO THE STREET, AS WELL MAINTENANCE OF EROSION CONTROL MEASURES.R=6' MIN.R=6' MIN.SCALE:2N.T.S.STABILIZED TEMPORARY CONSTRUCTION ENTRANCE FOAM1" REBAR FOR BAGREMOVAL FROM INLET(PROVIDE REBAR)DUMP LOOPS(PROVIDE REBAR)OPTIONAL OVERFLOWEXPANSIONRESTRAINTSIDE VIEW INSTALLEDAPPROVED CATCHBASIN FILTERCURBOPENINGALL EXISTING CATCH BASINS WITHIN THE LIMIT OFWORK SHALL HAVE INLET CONTROL PRIOR TO THESTART OF CONSTRUCTION.NOTE:SCALE:4N.T.S.INLET SEDIMENT CONTROLTYPICAL STAPLES#8 GAUGE WIRESTAPLE OUTSIDE EDGEON 2'-0" CENTERS.4 INCH OVERLAP OFEXCELSIOR MATTINGSTRIPS WHERE TWO ORMORE STRIPS WIDTH AREREQUIRED. STAPLES ON1'-6" CENTERS.112"112"NOTE:1.EROSION CONTROL BLANKET TOBE USED ON ALL SLOPESGREATER THAN 2.5H:1V ASINDICATED ON GRADING PLANSA. BURY THE TOP END OF EXCELSIOR MATTINGSTRIPS MINIMUM 6 INCHES.B.TAMP THE TRENCH FULL OF SOIL. SECUREWITH ROW OF STAPLES, 6 INCH SPACING 4INCHES DOWN FROM THE TRENCH.C.OVERLAP- BURY UPPER END OF LOWER STRIPAS IN 'A' AND 'B'. OVERLAP END OF TOP STRIP 4INCHES AND STAPLE.D.EROSION STOP-FOLD EDGE OF EXCELSIORMATTING BURIED IN SILT TRENCH ANDTAMPED; DOUBLE ROW OF STAPLES.EXCELSIOR MATTINGBLANKET6" 10"ABCDSCALE:5N.T.S.EROSION CONTROL BLANKET© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.CG501CONSTRUCTION DETAILS 12180180NONE05-18-2019AKGDD Progress08-09-2019AKG90% SCALE:3N.T.S.TYPICAL H.D.P.E DRAIN TRENCH DETAILPAVING & SUB-BASE AS SPECIFIEDUNPAVEDPIPEO.D.1.33PIPEPAVED3' MIN. COVER12"12"1'-0"MIN.SEE TYPICAL PAVEMENT SECTIONSHEETING, IF REQUIRED IS TO BE CUTOFF 1 FOOT ABOVE TOP OF PIPE ANDANY WOOD SHEETING DRIVEN BELOWPIPE ZONE SHALL BE LEFT IN PLACEPIPE ZONEUNDISTURBED NATURAL MATERIALEARTHSEE PLANS FOR FINAL GRADINGCOMPACTED CRUSHED STONEBEDDING AGAINST LEDGE 1 12"MAX. STONE SIZETYPE-A GRAVEL BORROWCOMPACTED TO 95% MAX. DRYDENSITY 6" MAX. STONE SIZEEXISTING GROUND SURFACEPROTECTION ZONE, SAND ORTYPE-C GRAVEL BORROWCOMPACTED AS SPECIFIEDABOVE. MAXIMUM STONESIZE - 2"12" MIN. CLEARANCELEDGE, CLAY, OR OTHER UNSUITABLEMATERIAL2.1.GRAVEL BORROW SHALL CONFORM TO MADOTSPECIFICATION M1.030CRUSHED STONE BEDDING SHALL CONFORM TO MADOTSPECIFICATION M2.01.1SCALE:4N.T.S.STANDARD CATCH BASIN DETAILPRECAST CONCRETE CATCHBASIN/MANHOLE RISERSECTIONS AS NECESSARY(WATERPROOFED WITHAPPROVED BITUMASTICMATERIALS)PRECAST REINFORCEDCONCRETE CATCHBASIN/MANHOLE BASE SECTIONBUTYL RESIN GASKET OR FILLHORIZONTAL JOINTS WITH FULLBED OF MORTARPROVIDE KOR-N-SEAL ORAPPROVED EQUAL EPDM RUBBERSEAL WITH STAINLESS STEELBAND AND CLAMPS4' DIAMETER5" MIN.12" DIA. HDPE PIPEAS SPECIFIED48" MINIMUMDEEP SUMPFLAT SLAB TOP (HS20-44LOADING) THICKNESS = 8" MIN.6" BASE OF COMPACTEDCRUSHED STONEHOODEDOUTLET2'-0"PAVEMENTSEAL CATCH BASIN FRAMEWITH CONCRETE MORTARBRICKS AND MORTAR FORADJUSTMENT AS NEEDEDCAST IRON INLET CATCH BASIN,SQUARE FRAME & GRATE. USELEBARON CATALOG #LF 248-2(FOUR FLANGES) WITH ONE 24"x24" TYPE F GRATE, SIMILARDOUBLE FRAME AND GRATEWHERE REQUIRED, ORAPPROVED EQUAL.24" MIN. DIA.OPENINGNOTES:1.FOR DOUBLE CATCH BASINS, STRUCTURE SHALL BE 6' IN DIAMETER.2.CATCH BASIN HOOD SHALL BE A SNOUT HOODED OUTLET COVER BY BESTMANAGEMENT PRODUCTS, INC. OR AN APPROVED EQUAL.LTRACER TAPEFINISHED GRADEORDINARYBORROWNO ROCK OR UNEXCAVATEDMATERIALS SHALL PROJECTBEYOND THIS LINEC PIPE3/4" CRUSHED STONELIMITS OF EXCAVATIONAND BACKFILL3/4" CRUSHEDSTONECOMPACTED GRAVELBORROW, TYPE BWOOD SHEETING, IF USED, SHALLBE LEFT IN PLACE AND CUT 1'-0"BELOW FINISHED GRADEUNDISTURBEDMATERIALDEPTHTOINVERTDIAMETEROF PIPE(DP)MAX. TRENCH WIDTH BELOW LINEOF NARROW TRENCH LIMIT(SHEETED OR UNSHEETED)(W)SCALE:2N.T.S.SEWER TRENCH DETAILTRENCH WIDTH (W)W/2W/26" MIN.DP6"6"IN ROCKIN EARTHHALF SECTIONHALF SECTION0-12'TO 4"5'-0"TRACER TAPESCALE:1N.T.S.PRECAST CONCRETE SEWER MANHOLECONCRETE COLLARFINISHED GRADEGRADE RINGPRECAST CONCRETESECTIONS TO CONFORM TOASTM-478, CONCRETE OF4,000 PSI AT 28 DAYSMASTIC GASKET (TYP ALLMANHOLE JOINTS). FILL LIFTINGHOLES WITH CONCRETE.TYPICAL REINFORCEMENT,WELDED WIRE FABRIC6x6x4Wx4WPRECAST REINFORCED CONCRETEMANHOLE BARRELSSHELVE TO BE BRICKS LAID FLAT ATA SLOPE OF 1" PER FOOT (SEE NOTE4)MULTIPLES OF2', 3', OR 4'CONCRETE FILLINVERT TO BE INVERTED ARCHWITH BRICKS LAID ASSTRETCHERS AND ON EDGE6"SCREENED GRAVEL BEDDINGH=<10'-#4 @ 18 EW MIDDEPTHH=10' TO 20'-#4 @ 12 EW MIDDEPTHH=20' TO 30'-#5 @ 12 EW MIDDEPTHIN ADDITION TO WELDED WIRE FABRICPOLYPROPYLENESTEPS 12" O.C.TYPE "A" FRAME AND COVER TOBE MARKED EITHER "SEWER" OR"DRAIN"NOTES1.5'-0"DIAMETER FOR ALL MANHOLEDEPTHS GREATER THAN 20 FEETOR WHEN REQUESTED BY THEENGINEER.2.6" MIN. WALL THICKNESS AND 7INCH MIN. BASE THICKNESS WITH5'-0" DIAMETER MANHOLES.3.6 INCH LIP OPTIONAL UNLESSOTHERWISE NOTED.4.CONCRETE INVERT AND SHELFMAY BE SUBSTITUTED IN STORMDRAIN MANHOLES AS DIRECTEDBY THE ENGINEER.2'-0" DIA.(TYP)4'-0"4'-0" MIN.(SEE NOTE 1)6" MIN.(SEE NOTE 2)6" (TYP)(SEE NOTE 3)6" (TYP)(SEE NOTE 2)PAVEMENT REPLACEMENT(SEE DETAIL)1" COPPER UNLESSOTHERWISE REQUIREDMINIMUM 6" SANDALL AROUNDCORPORATIONSTOPNEW WATERMAINCOVERSURFACE RESTORATION(SEE SPECIFICATIONS)ADJUSTABLE SLIDINGCURB BOXREPLACE EXIST. CURB STOPIF REQUIRED FOR SERVICE TRANSFERCAP AT PROPERTY LINE FOR NEW SERVICECOUPLING TO CONNECT NEW COPPERSERVICE TO EXISTING NON COPPERSERVICE AT PROPERTY LINEFOR SERVICE TRANSFERFLAT STONE OR CONCRETE BLOCKCOUPLING TO CONNECT NEW NEW COPPERSERVICE OT EXIST. COPPER SERVICE(IF CURB STOP IS TO REMAIN)NOTE:PROVIDE SADDLE FOR ALL ACAND PVC MAINS AND ALL 2"OR LARGER STOPSSCALE:5N.T.S.WATER SERVICE CONNECTION DETAILSCALE:6N.T.S.PERVIOUS PAVEMENT CROSS SECTIONCOMPACTED SUBGRADE12" OF BANK RUN GRAVELFILTER COURSE3" OF 3/8" PEA GRAVELFILTER BLANKET4" OF 3/4" CRUSHED STONECHOKER COURSE4" OF 3/4" CRUSHED STONERESERVIOR COURSE4" OF PERVIOUS ASHPALT© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.CG502CONSTRUCTION DETAILS 22180180NONE05-18-2019AKGDD Progress08-09-2019AKG90% SCALE:4N.T.S.WHEELCHAIR RAMP DETAILSCALE:7N.T.S.GRANITE CURB DETAILNOTE:1.LOCATE CENTER OF 6" STEEL PIPE 1' FROM EDGE OF PARKING.2.ALL SIGNS TO BE CENTERED ON PARKING SPACE.3'3000 PSI CONCRETE1'FINISHED GRADE3'SCALE:2N.T.S.ACCESSIBLE SIGN AND POST DETAILVAN-ACCESSIBLE SIGNWHERE REQUIREDSTEEL SIGN POSTSET INTO CONCRETE6" DIA. SCH 40STEEL PIPE3000 PSICONCRETE FILLUNDISTURBED ORCOMPACTED EARTH3' OF EXPOSED PIPE (PAINTED YELLOW)RESERVEDPARKINGCOMPACTED SUBGRADECOMPACTED GRAVEL SUB-BASEBIT. CONC. PAVEMENTFINISH GRADECONCRETE BEDFINISH SUBGRADEMIN.6"MIN.6"6"6"x 18" GRANITE CURB (TYPE VA4)CENTERLINEOF TRENCH12" MIN.LIMITS OFEXCAVATION12" MIN.EXISTING HMA TOP COURSEEXISTING HMABINDER COURSEEXISTING ROADWAY SUB-BASEBACKFILL PERSPECIFIC UTILITYTRENCH DETAILTRENCH RESTORATION:1.5" TYPE I-1 HMA TOPCOURSE (BY G.C. FOR TRENCH REPAIR)HMA BINDER COURSE, 3" MIN.OR MATCH BOTTOM OFEXISTING BITUMINOUSCONCRETE, WHICHEVER IS6" MIN. OF PROCESSEDGRAVEL PER MHD M2.01.7GREATER.SALVAGE CONDITION:1. ALL INSTALLATION AND MATERIAL SPECIFICATIONS PER MASS. HIGHWAY DEPARTMENTSTANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 1988 AS AMENDED.2. ALL EXPOSED HMA IS TO BE TACKED PER MHD PRIOR TO NEW BITUMINOUS CONCRETEINSTALLATION.3. ALL EXPOSED JOINTS ARE TO BE SEALED WITH TACK AND STONE DUST.4. ANY TOP COURSE APPLIED AT A WIDTH OF 6' WIDE OR GREATER IS TO BEPLACED BY MACHINE/BOX SPREADER.SAWCUT ANDTACK SEAL W/DUSTIS NOT TO BE DISTURBED(SEE NOTE 4)TACK SEAL(SEE NOTE 2)(SEE NOTE 3)(SEE NOTE 2)(SEE NOTE 3)TACK SEALTACK SEAL W/DUSTSAWCUT ANDFINAL PAVING WIDTHS & METHODOF INSTALLATION AS DIRECTEDSCALE:1N.T.S.TYPICAL TRENCH REPAIR & PAVEMENT SECTION DETAIL8.00'18.00'4" SINGLEPAINTEDWHITE LINEHANDICAP SYMBOL(STD) (TYP)8" WHITE GORE (3:1 @ 2' O.C.)PROP CONC SIDEWALKEDGE OF RAMP LEVEL WITHPARKING LOT PAVEMENT. SEELAYOUT & GRADING PLANS5.00'(8.00 AT VANACCESSIBLE SPACE)8.00'SCALE:5N.T.S.PARKING STALLS AND SYMBOLS1H:10VMAXMAX PROP. CURBRAMPOPENINGSCALE:3N.T.S.WHEEL CHAIR RAMP DETAILLEVEL LANDING7.5% MAX.WHEELCHAIR RAMP5'2' WIDE DETECTABLE PANEL1.5% MAX.GRASSGRASS1V:12H 1H:10VMAXPROP. RAMP**RAMP MAY BE OMITTED WHERESIDEWALK IS FLUSH WITHPAVEMENT; SEE GRADING PLANSCALE:6N.T.S.SLOPED GRANITE CURB DETAILSCALE:9N.T.S.BITUMINOUS PAVEMENT WALKWAY DETAILSCALE:8N.T.S.TYPICAL CONCRETE SIDWALK & CURB DETAIL© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.CG503CONSTRUCTION DETAILS 32180180NONE05-18-2019AKGDD Progress08-09-2019AKG90% DATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.2 OLIVER STREET, SUITE 305BOSTON, MA 02109PHONE: 617.619.9910FAX: 301.927.2800www.tooledesign.com DATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.2 OLIVER STREET, SUITE 305BOSTON, MA 02109PHONE: 617.619.9910FAX: 301.927.2800www.tooledesign.comPLANTING LIST DATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.2 OLIVER STREET, SUITE 305BOSTON, MA 02109PHONE: 617.619.9910FAX: 301.927.2800www.tooledesign.comPLANTING LIST HANDRAIL TYPE I001/2" = 1' - 0"CORED HOLE WITH SCHEDULE 80 PVC POSTSLEEVE, TYP.CLCLCL5'-0" MAX.5'-0" MAX.EQ. TOTREAD WIDTH3'-0" 3'-0", TYP. 3'-0"R3"R4"R3"NON-SHRINK GROUT, TYP.POST COVER FLANGE, TYP.1'-0"METAL HANDRAIL, TYP.VARIES; SEE PLANS4 1/2" MIN.1/2" WEEP HOLE, TYP.3000 PSI CONCRETE STAIRWALL2'-6"006" CONCRETE STEPS WITH CENTRAL RAILING1/2" = 1'-0"1" CHAMFER8"HANDRAIL TYPE ICONCRETE STAIRSTYPE I - SECTIONEXPANSION JOINT5 1 9"8'-0" 0.C.Varies with Height 8'-0" 36" min. Footing depth 3 1516" Typical00ENTRY GATE1" = 1' - 0"6"6" COMPACTED CRUSHEDAGGREGATESUBGRADE COMPACTED TO95% PROCTOR DENSITY3000 PSI CONCRETE STAIRWALL2'-6"008" CONCRETE STEPS1/2" = 1'-0"1" CHAMFER8"HANDRAIL TYPE ICONCRETE STAIRSTYPE I - SECTIONEXPANSION JOINTCONCRETE TYPE I8"6" COMPACTED CRUSHEDAGGREGATESUBGRADE COMPACTED TO 95%PROCTOR DENSITY1'-2" TYP.6" TYP. 8"CAST IN PLACE 3000 PSICONCRETE STEPS6" COMPACTED GRADED AGGREGATEBASE COURSESUBGRADE COMPACTED TO 95% PROCTORDENSITY#4 REBAR @ 10" O.C. EACHWAYCONCRETE STAIR WALL1/2" DIAMETER DOWEL TOEXTEND 8" INTO FOOTING FORSTAIRS AND CONCRETE PAVINGCONCRETE CHEEK WALL FOOTING,BEYOND1/2" DIAMETER DOWEL TO EXTEND 8"INTO FOOTING FOR STAIRS ANDCHEEK WALL1/2" DIAMETER DOWEL TO EXTEND 8" INTO FOOTING FORSTAIRS AND CHEEK WALLSLOPE STEP 1/8" PERFOOT, TYP.1'-2" TYP.8"CONCRETE TYPE ICONCRETE STAIRS TYPE 1 - SECTIONCOMPACTED FILL8"1/2"6"WATERPROOFINGMEMBRANE12" EXPANSIONJOINT W/ SEALANTCONCRETE SIDEWALK,SEE CIVIL DRAWINGSCAP STONE6" HEIGHTINTERLOCKINGRETAINING WALL STONES, 8"HEIGHT TYP.POROUS BITUMINOUSCONCRETE, SEE CIVILDRAWINGS00RETAINING WALL1" = 1' - 0"4"CAP STONE4" HEIGHTEXPANSION JOINTEXPANSION JOINTCONCRETE TYPE 1HANDRAIL TYPE 1RAIL1 12" RAIL34" X 17GA PICKETINTERNAL RETAINING RODINSTALL TWO POINT CONNECTIONPANEL BRACKETDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.2 OLIVER STREET, SUITE 305BOSTON, MA 02109PHONE: 617.619.9910FAX: 301.927.2800www.tooledesign.comL-102LANDSCAPE DETAILS60159NTS08/09/2019SLW90% CD 8'-0"6'-0"2''12" FOR LINE POST18" FOR GATE AND CORNER POST4'-0''EQEQ6''CHAIN LINK FENCE - 5'CHAIN LINK FENCE FOOTING60°CHAIN LINK FENCE GATEBOLLARDCHAIN LINK FENCE TO RETAINING WALLFINISH GRADE, VARIES SEE PLANPITCH TOP OF FOOTING TO DRAINCONCRETE FOOTING, 4000 PSIFENCE POST DIAMETER VARIES SEESPEC.UNDISTURBED SUBGRADELINE POST-1.9" O.D. VINYL-COATEDSTEEL PIPE WITH TOP RAILCONNECTORTOP RAILS-1.66" O.D. VINYL-COATEDSTEEL PIPE, TYP.MESH FABRIC, SHALL HAVESELVAGES KNUCKLED TOP &BOTTOMVINYL-COATED STEEL TIES, 12" O.C.HORIZ, & VERT, ON INSIDE OFFENCE & ARE NOT TO BEACCESSIBLE FROM OUTSIDE, TYP.POST CAPS, TYP.: SET WITH SETSCREW6 GAUGE CINYL-COATED STEELFABRIC, 2" DIAMOND SIDE TO SIDECORNER, TERMINAL & PULL POSTS2.375" O.D.BEVELLED EDGE VINYL-COATEDSTEEL TENSION BANDS, 8" O.C.,TYP.34" X 316" TENSION BAR AT FABRICBREAKSBOTTOM RAIL 1.66" O.D., TYP.VINYL-COATED STEEL PIPEFINISH GRADECHAIN LINK FENCE FOOTINGHANDICAPPED SIGNSEE INDEX NO. 1196" WIDE TRAFFIC WHITE STRIPE(TYPICAL)6" WIDE TRAFFIC BLUE STRIPE(TYPICAL)TRAFFIC WHITE6" STROKE(TYPICAL)9'-0"16'-0"7'-0"2" (TYPICAL)5'-0"6'-0" 19'-0"2'-0 "6" DIA. II GAUGE METAL PIPE, FILLEDWITH 2500 PSI CONC. ROUNDCONCRETE AT TOP TO PREVENTCOLLECTION OF WATER.(PAINT PIPE DARK BRONZE)NOTE:MAXIMUM SPACING BETWEENBOLLARDS TO BE 66" O.C.36" 5'-0" 2'-0" 2'-0" 2"DATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.2 OLIVER STREET, SUITE 305BOSTON, MA 02109PHONE: 617.619.9910FAX: 301.927.2800www.tooledesign.comL-102LANDSCAPE DETAILS60159NTS08/09/2019SLW90% CD SHRUB PLANTING2X WIDTH OFROOTBALLNTSXXNOTES:1.SET PLANTS PLUMB AND FACE TOGIVE BEST APPEARANCE TOADJACENT AREAS.2.PRUNE DEAD OR DAMAGEDBRANCHES2" SETTLED LAYER OF MULCHKEEP MULCH FREE FROMPLANT TRUNKROOT CROWN TO BE ATFINISH GRADE OR 1-2"ABOVE GRADEFINISH GRADE1/87/82X DIAMETER OF ROOT BALLPLAN VIEWNOT TO SCALEROOT BALLMAJOR TREE STEMSORIENT THE SIDE OF THE TREE WHICHFACED NORTH IN THE NURSERY TOFACE NORTH IN PLANTING AREAPLACE 18 OF ROOT BALL ABOVEADJACENT FINISHED GRADEBERM SOIL TO DRAIN AWAY FROM TREEPREPARE SOIL, AS SPECIFIED1" - 2" MULCH AS SPECIFIEDFINISH GRADECUT ROPE AND TURN BACK TOP 13 OFBURLAP AWAY FROM ROOT BALL. FOR TREEWITH WIRE BASKET, CUT BASKET IN FOURPLACES AND FOLD DOWN 12" INTO HOLE.REMOVE DEBRIS AND EXCESS SOIL FROMTOP OF BARE ROOT BALL.SCARIFY BOTTOM OF BED BETWEENSUBGRADE AND NEW SOILUNDISTURBED OR 95% COMPACTEDSUBGRADETREE PLANTINGL0312"=1'-0"PERENNIAL PLANTINGSCALE: 1/2" = 1'-0"RESERVEDPARKINGVANACCESSIBLEGROUND COVERSCALE: NTS6"N.T.S.TREE PROTECTION - EXISTING TREENOTE:NO STORAGE OF EQUIPMENT ORSTOCKPILING OF MATERIALS WITHINDRIPLINE OF THE TREE IS ALLOWED.EXISTINGTREEEXISTINGTREE6 FT MIN.LIMIT OFDRIPLINE(VARIES)PRUNE PER ISA STANDARDS.REMOVE DEAD & DAMAGEDBRANCHES. TIE BRANCHES UPTO AVOID DAMAGE FROMCONSTRUCTION EQUIPMENTEXISTING TREE(S)INSTALL FENCING AT EDGE OFDRIPLINE OR AS FAR FROMTRUNK AS POSSIBLE. MIN.DISTANCE IS 6' FROM TRUNK.MAY BE PLASTIC SNOW FENCEOR CHAIN LINK, MIN. 4' HIGHZONE OFCONSTRUCTION IMPACTPRUNE DAMAGED OREXPOSED ROOTS DAMAGEDWITH A SHARP SAWLIMIT OF GRADING(INDIVIDUAL TREE)EXISTING GRADELIMIT OF FENCING(MULTIPLE TREES)WOODEN ORMETALPOSTS (TYPICAL)2X4 DIM. LUMBERATTACHED AT 2 LOCATIONS (MIN.).CLADDING SHALL BE 8' HIGH WITH 6"SPACING OF BOARDS W/ BURLAP PRIORTO ARMORING.LIMIT OF CONSTRUCTIONIMPACT (REFER TO PLANS)WOODEN OR METAL POSTS(MAX. 8' SPACING)LIMIT OF FENCING(MULTIPLE TREES)LIMIT OFCANOPY(VARIES)AREA OF UNDISTURBEDROOT ZONELIMIT OF FENCE(INDIVIDUAL TREE)PLAN VIEWREMOVE PLANT FROM POT OR ROLLBURLAP BACK FROM TOP 13 OF ROOTBALLBEFORE BACKFILLING,UNTIE ROPE FROM TRUNK, SCARIFYROOTS ON CONTAINER GROWN SHRUBSEXCAVATE HOLE TO DEPTH OF ROOTBALLAND BACKFILL WITH APPROVED PLANT MIX,PER SPECIFICATIONS;ONEWAYSEE PLANTING PLAN FOR SPACING AND QUANTITIESSEE PLANTING LIST FOR PLANT SPACINGSET AT ORIGINALPLANTING DEPTHFINISH GRADEMULCH AS SPECIFIEDCONTINUOUS PLANTING PIT FILLEDWITH PLANTING MIX AS SPECIFIEDSUB GRADESPACING VARIES. SEE PLAN SCHEDULEPLANT TYPICAL TRIANGULAR SPACING CONTINUOUS IN PLANTING BEDSPACING VARIES, SEE PLANT SCHEDULEEDGE OF PLANTED AREAMULCH LAYER 3" DEPTHPLANTING SOIL MIX, SEE SPECIFICATIONSLOAMCOMPACTED SUBGRADE12"18"24"30"18"9"DATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.2 OLIVER STREET, SUITE 305BOSTON, MA 02109PHONE: 617.619.9910FAX: 301.927.2800www.tooledesign.comL-102LANDSCAPE DETAILS60159NTS08/09/2019SLW90% CD © 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.102.2PUBLIC FACILITIESSECTIONS & ELEVATIONS18-677AS NOTED05-09-2018CMGOPTIONS 1-407-18-2018CMGSCHEMATIC DESIGN04-29-2019NPLDD PROGRESS04-30-2019NPLPRICING SET08-09-2019NPL90% CD © 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.A-103.2ROLAND J. KILEY FACILITYSECTIONS & ELEVATIONS18-677AS NOTED05-09-2018CMGOPTIONS 1-407-18-2018CMGSCHEMATIC DESIGN04-30-2019NPLPRICING SET05-18-2019DD PROGRESS08-09-2019JMS90% CD © 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.A-105ENLARGEDPRESS BOX18-677AS NOTED05-09-2018CMGOPTIONS1-407-18-2018CMGSCHEMATIC DESIGN04-30-2019NPLPRICING SET05-18-2019DD PROGRESS08-09-2019NPL90% CD'S 1'-8"1'-8"3'-4"0'-3"© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTBertram FieldImprovementsPhase IIPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.A-106TICKET BOOTH &TYPICAL DETAILS18-677AS NOTED05-09-2018CMGOPTIONS1-407-18-2018CMGSCHEMATIC DESIGN04-29-2019NPLDD PROGRESS04-30-2019CMGPRICING SET05-18-2019DD PROGRESS07-31-2019NPLCD PROGRESS08-09-2019CML90% PRICING (UNLESS OTHERWISE NOTED ON DRAWINGS OR IN SPECIFICATIONS)GENERAL NOTESGENERAL:1.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,MECHANICAL, ELECTRICAL, CIVIL, LANDSCAPE, AND SHOP DRAWINGS ANDSPECIFICATIONS.2.ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD AND ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFOREPROCEEDING WITH THE AFFECTED PORTION OF THE WORK.3.SHOP DRAWINGS FOR REINFORCING STEEL (INCLUDING ALL ACCESSORIES), POURSCHEDULES, REINFORCED MASONRY, STRUCTURAL STEEL, AND STEEL DECKING SHALLBE SUBMITTED TO THE ARCHITECT AND A STAMPED ACCEPTANCE RECEIVED BEFOREFABRICATION CAN PROCEED. ERECTION SHALL BE EXECUTED FROM ACCEPTED SHOPDRAWINGS ONLY.4.A COMPLETE CONCRETE SLAB-ON-GRADE PLACEMENT SCHEDULE SHALL BE SUBMITTEDTO THE ARCHITECT AND A STAMPED ACCEPTANCE RECEIVED BEFORE ANY CONCRETEPLACEMENT CAN BE MADE.5.UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWINGS ARE TO BECONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.6.U.O.N. = UNLESS OTHERWISE NOTED.7.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, SLOPES, ANGLES, ANDELEVATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.8.IN CASE OF CONFLICT AMONG CONTRACT DOCUMENTS (i.e. CONTRACT DOCUMENTS ANDSPECIFICATIONS), THE MORE SPECIFIC AND LOCALIZED INFORMATION IN THEFOLLOWING ASCENDING ORDER SHALL GOVERN: SPECIFICATIONS, NOTES, PLANS,SCHEDULES, AND DETAILS.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALLTEMPORARY SHORING AND BRACING AND TEMPORARY EARTH RETENTION SYSTEMSFOR THE BUILDING DURING THE ENTIRE CONSTRUCTION PERIOD, AS REQUIRED, TOPREVENT DANGER TO PERSONS AND PROPERTY.10.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONS (UNLESSNOTED OTHERWISE) OF THE FOLLOWING BUILDING CODES AND STANDARDS:A. THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE, 9TH EDITIONB. "IBC" - INTERNATIONAL BUILDING CODE (2015 EDITION)C. "AISC" - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGESD. "ACI 318" - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETEE. "ACI 530" - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURESF. "AISC" - SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGSG. "NDS" - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONH. "IEBC" - INTERNATIONAL EXISTING BUILDING CODE (2015 EDITION)I. "ASCE 7-10" - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESDESIGN LOADS PER IBC 2015 AND MSBC 9TH EDITION ADMENDMENTS:1.ROOFS:GROUND SNOW LOAD, Pg = 50 PSFCe = 1.0Is = 1.0Ct = 1.0DESIGN (FLAT SNOW LOAD), Pf = 30 PSF + DRIFT LOADS PER CODEROOFING: .......................................................7 PSFSUSPENDED SERVICES: ..............................5 PSFCEILING: .........................................................3 PSFSOLAR: ..........................................................10 PSFSTRUCTURE: .................................................ACTUAL WEIGHT2.SLABS-ON-GRADE:LIVE LOADS:TYPICAL AREAS: ................................100 PSF3.WIND LOAD:BASIC WIND SPEED, Vult................... 127 MPHIw = 1.00RISK CATEGORY = IIEXPOSURE CATEGORY = BINTERNAL PRESSURE COEFFICIENT, GCpi: ±0.18COMPONENTS AND CLADDING PRESSURES PER TABLES BELOW:4.SEISMIC LOAD:Ie = 1.00Ss = 0.240S1 = 0.073SITE CLASS: CSds = 0.192Sd1 = 0.083SEISMIC DESIGN CATEGORY = BBASIC SEISMIC-FORCE RESISTING SYSTEM:ORDINARY REINFORCED MASONRY SHEAR WALLS Cd = 134 R = 2STRUCTURAL ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7 CH. 12.8SEISMIC BASE SHEAR, V = Cs * W Cs = 0.096W = T.B.D. V=T.B.D.HEIGHT (h): (ABOVE GRADE)h < 30'-0"10ft233 PSFTRIBUTARY AREA (A)AT FIELDOF WALLS(INTERIORZONES)20ft232 PSFAT END ZONES50ft2100ft2500ft2TRIBUTARY AREA (A)30 PSF29 PSF26 PSF41 PSF38 PSF35 PSF32 PSF26 PSF10ft220ft250ft2100ft2500ft2WALL DESIGN WIND PRESSURE TABLENOTES:1.FOR EFFECTIVE WIN AREAS BETWEEN THOSE GIVEN, VALUE MAY BE INTERPOLATED, OTHERWISE USE THE VALUE ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA.2.PRESSURES LISTED ABOVE SHALL BE CONSIDERED TO ACT TOWARDS OR AWAYFROM SURFACES.STRUCTURAL STEEL:1.ALL STRUCTURAL STEEL MATERIALS, WORKMANSHIP, AND DETAILS SHALL CONFORM TO THE LATESTEDITION OF THE AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND AISC "CODE OFSTANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". STRUCTURAL STEEL SHALL CONFORMTO THE FOLLOWING SPECIFICATIONS:STRUCTURAL STEEL W-SHAPES..........................................................ASTM A992 (GRADE 50)STRUCTURAL STEEL TUBES.................................................................ASTM A500, GRADE C (Fy=50 KSI)STRUCTURAL STEEL PIPES...................................................................ASTM A500, GRADE C (Fy=46 KSI)STEEL PLATES, ANGELS, AND CHANNELS..........................................ASTM A362.ALL SHOP CONNECTIONS SHALL BE WELDED TO CONFORM TO "STRUCTURAL WELDING CODE" AWSD1.1, LATEST EDITION, OF THE AMERICAN WELDING SOCIETY, E70 SERIES. SHOP CONNECTIONS MAYBE HIGH STRENGTH BOLTED TO CONFORM TO SPECIFICATION ASTM A325.3.ALL FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED TO CONFORM TO ASTM A325-N (ORA490), UNLESS OTHERWISE NOTED, AND SHALL BE 34" DIAMETER (MINIMUM). WHERE WELDING ISSPECIFIED, WELDING PER NOTE #2 ABOVE SHALL APPLY.4.ALL NEW STRUCTURAL STEEL SHALL BE SHOP PRIMED, UNLESS OTHERWISE NOTED TO BEHOT-DIPPED GALVANIZED.EXISTING CONSTRUCTION:1.ALL INFORMATION RELATING TO THE EXISTING STRUCTURAL CONDITIONS HAS BEEN DERIVEDFROM OBSERVATIONAL SITE VISITS ONLY.2.ANY DIMENSION NOTED (±) SHALL BE COORDINATED AND FIELD-VERIFIED BY THE CONTRACTORPRIOR TO THE SUBMISSION OF SHOP DRAWINGS. ANY DISCREPANCIES IN ASSUMED DIMENSIONSTHAT WILL IMPACT NEW STRUCTURAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT.3.CONTRACTOR'S FIELD VERIFICATION OF EXISTING ITEMS TO BE MADE PRIOR TO THE SUBMISSIONOF SHOP DRAWINGS.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALLTEMPORARY BRACING/ SHORING, AS REQUIRED, TO PREVENT DAMAGE TO PERSONS AND / ORNEW AND EXISTING CONSTRUCTION.5.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND MEMBER SIZESAS INDICATED ON THE DRAWINGS, IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE STRUCTURAL ENGINEER OF RECORD BEFORE PROCEEDING WITH THEAFFECTED PORTION OF THE WORK.REINFORCED CONCRETE MASONRY:1.ALL REINFORCED CONCRETE MASONRY SHALL CONFORM TO THE LATEST EDITION OFTHE NCMA "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD-BEARINGCONCRETE MASONRY".2.CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE , NORMALWEIGHT AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON THENET AREA, U.O.N.3.COMPRESSIVE STRENGTH OF MASONRY ASSEMBLY SHALL EQUAL OR EXCEED f'm =1500 PSI.4.MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S.5.GROUT SHALL CONFORM TO ASTM C476, FINE TYPE, AND SHALL HAVE A MINIMUM28-DAY COMPRESSIVE STRENGTH OF 3000 PSI.6.ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED.7.PROVIDE HORIZONTAL AND VERTICAL REINFORCING AS NOTED ON THE DRAWINGS ANDFILL ALL REINFORCED BLOCK CELLS WITH GROUT. REFER TO "MINIMUM MASONRYWALL REINFORCING SCHEDULE", OR SECTIONS, FOR REQUIRED WALLREINFORCEMENT. HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS THRUCORNERS, INTERSECTIONS, AND PILASTERS.8.GROUTING SHALL BE LIMITED TO A MAXIMUM WALL HEIGHT OF 4 FEET PER LIFT.9.ALL CMU DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OFCHAPTERS 1 THROUGH 8 OF ACI 530/ASCE.HEIGHT (h): (ABOVE GRADE)h < 30'-0"10ft228 PSFTRIBUTARY AREA (A)INTERIORZONES20ft2END ZONES50ft2100ft2TRIBUTARY AREA (A)49 PSF45 PSF40 PSF36 PSFCORNER ZONESTRIBUTARY AREA (A)72 PSF67 PSF61 PSF57 PSFROOF DESIGN WIND PRESSURE TABLE10ft220ft250ft2100ft210ft220ft250ft2100ft2NOTES:1.FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN, VALUE MAY BE INTERPOLATED, OTHERWISEUSE THE VALUE ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA.2.PRESSURES SHOWN ARE FOR STRUCTURAL ELEMENTS ONLY. FOR ROOF PRESSURES ON ROOFASSEMBLIES, THE ASSUMED TRIBUTARY AREA MAY NOT EXCEED 10 ft2. SEE ARCHITECTURALDRAWINGS AND SPECIFICATIONS FOR FURTHER INFORMATION.27 PSF26 PSF26 PSFSTRUCTURAL WOOD:1.ALL STRUCTURAL LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE NFPA "NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND SUPPLEMENT "DESIGN VALUES FORWOOD CONSTRUCTION."2.ALL WOOD FRAMING EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATEDSOUTHERN PINE No. 2 OR BETTER (UNLESS OTHERWISE NOTED).3.ALL SILLS SHALL BE PRESERVATIVE PRESSURE TREATED SOUTHERN PINE No. 2 OR BETTER.4.ALL TIMBER JOISTS, RAFTERS, STUDS, LINTELS AND PLATES SHALL BE SPRUCE-PINE-FIR No. 1 /No. 2 OR BETTER WITH FB = 875 PSI; FV = 135 PSI; E = 1,400,000 PSI.5.PROVIDE DOUBLE STUDS (MINIMUM) UNDER ALL HEADERS, OR BUILT UP BEAMS UNLESSOTHERWISE NOTED. SUCH STUDS SHALL CONTINUE FROM THE POINT OF LOAD APPLICATION TOTHE FOUNDATION.6.ALL FLUSH CONNECTIONS SHALL HAVE METAL BEAM OR JOIST HANGERS WITH CAPACITY EQUALTO OR GREATER THAN THE REACTION FORCE AT THE CONNECTION.7.ALL POST TO BEAM CONNECTIONS SHALL HAVE A METAL POST CAP (UNLESS OTHERWISE NOTED).8.ALL NAILING SHALL BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE -APPENDIX "C".9.ALL CONNECTIONS SHALL CONFORM TO THE CURRENT EDITION OF THE NATIONAL DESIGNSPECIFICATION FOR WOOD CONSTRUCTION, AND THE CONTRACT DOCUMENTS.10.ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTEOF TIMBER CONSTRUCTION'S "CONSTRUCTION MANUAL".11.ALL STRUCTURAL LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL)SHALL CONFORM TO THE LATEST PERFORMANCE STANDARDS FOR APA EWS LAMINATED VENEERLUMBER AND PARALLEL STRAND LUMBER AND SHALL HAVE THE FOLLOWING MINIMUMPROPERTIES:Fb = 2800 PSIFc = 2900 PSIFv = 285 PSIE = 2 x 106 PSI12.HANGERS, FRAMING ANCHORS AND FASTENERS: PROVIDE AND INSTALL FABRICATED STEELCONNECTORS OF THE TYPE INDICATED OR AS REQUIRED. SIMPSON OR APPROVED EQUAL TO BEPROVIDED. NAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THIS SPECIFIC USE. NAILSSHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR. ALL HANGERS AND ANCHORS SHALL BEGALVANIZED. HOLD DOWN BOLTS SHALL BE SET BY TEMPLATE TO INSURE PROPER POSITIONING.13.PROVIDE ASTM A36 AND ASTM A572 STEEL FLITCH PLATES AND ASTM A307 BOLTS AS INDICATEDON THE DRAWINGS. IF NOT OTHERWISE INDICATED, PLATES SHALL BE ASTM A36.14.PROVIDE PRE FABRICATED WOOD ROOF TRUSSES DESIGNED BY A QUALIFIED PROFESSIONALSTRUCTURAL ENGINEER REGISTERED IN MASSACHUSETTS IN THE EMPLOY OF THE TRUSSSUPPLIER. TRUSS DESIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE TRUSS PLATEINSTITUTE.POST-INSTALLED ANCHORS:1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OFTHE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC. CONTACT HILTI AT (800) 879-8000FOR PRODUCT RELATED QUESTIONS.2.WHERE PLANS, SECTIONS, OR DETAILS REQUIRE ANCHORAGE TO CONCRETE WITH ADHESIVEANCHORS, USE THE HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT (TE-CD ORTE-YD) WITH HAS-E THREADED RODS (SEE NOTE #2 BELOW) PER ICC ESR-3187, OR APPROVEDEQUAL..3.WHERE PLANS, SECTIONS, OR DETAILS REQUIRE ANCHORAGE TO SOLID GROUTED MASONRYWITH ADHESIVE ANCHORS, USE THE HILTI HIT-HY 270 HYBRID ADHESIVE FOR MASONRY WITHHILTI HOLLOW DRILL BIT (TE-CD OR TE-YD) WITH HAS-E THREADED RODS (SEE NOTE #2 BELOW)PER ICC ESR-4143 AND ESR-4144, OR APPROVED EQUAL.4.WHERE PLANS, SECTION, OR DETAILS REQUIRE ANCHORAGE TO CONCRETE OR SOLID GROUTEDMASONRY WITH MECHANICAL OR EXPANSION ANCHORS, USE HILTI KWIK BOLT-3 EXPANSIONANCHORS PER ICC ESR-1917.5.WHERE PLANS, SECTIONS, OR DETAILS REQUIRE NEW STEEL REINFORCING BARS TO BEANCHORED TO CONCRETE, USE THE HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOWDRILL BIT (TE-CD OR TE-YD) WITH CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3187.6.UNLESS OTHERWISE NOTED, THREADED ROD ANCHORS SHALL CONFORM TO HAS-E STANDARD IS898 CLASS 5.8.7.ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BYHILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THESTRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDECALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVINGTHE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATEDBY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FORSEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OFCOMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSOCONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE.8.INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHORPACKAGING.9.OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI SYSTEM.10.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TOPROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED.THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALLOF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THECOMMENCEMENT OF INSTALLING ANCHORS.11.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS ANDPROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITHSPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.12.EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFICANCHOR LOCATIONS. NO EXISTING BARS MAY BE CUT OR REMOVED TO INSTALL ANCHORS.CONTRACTOR MAY RELOCATE ANCHORS TO AVOID EXISTING REINFORCEMENT PROVIDEDMAXIMUM SPACING AND EDGE CLEARANCE DISTANCES ARE MAINTAINED.STEEL DECKING:1.UNLESS OTHERWISE NOTED, STEEL ROOF DECK SHALL BE FORMED FROM STEELSHEETS CONFORMING TO ASTM A653 GRADE 33. BEFORE FORMING, SHEETS SHALL BECOATED WITH A ZINC COATING CONFORMING TO ASTM-A653, G-90 COATING, UNLESSOTHERWISE NOTED.2.STEEL DECK UNITS SHALL SPAN THREE OR MORE SUPPORTS WHERE POSSIBLE.3.STEEL FLOOR DECKING SHALL BE FASTENED TO STEEL FRAMING BY A 5/8" DIAMETER(MINIMUM) PUDDLE WELDS IN A 36/4 PATTERN. DECK SHEETS SHALL BE FASTENED TOEACH OTHER AT SIDELAPS WITH #10 TEK SCREWS AT 36" ON CENTER (MAXIMUMSPACING).4.STEEL ROOF DECKING SHALL BE FASTENED TO THE SUPPORTING STEEL FRAMING WITH58" DIAMETER (MINIMUM) PUDDLE WELDS @ 8" O.C. (AT ENDS AND AT INTERMEDIATESUPPORTS). ROOF DECK SHEETS SHALL BE FASTENED TO EACH OTHER AT SIDELAPS W/#10 TEK SCREWS AT 24" O.C. (MINIMUM) BUT THERE SHALL BE A MINIMUM OF THREESIDELAP FASTENERS PER DECK SPAN.5.PROVIDE END CLOSURES, CAPS, SUMP PANS AND ALL OTHER ACCESSORIES REQUIREDFOR A COMPLETE INSTALLATION. SUMP PANS ARE REQUIRED FOR OPENINGS GREATERTHAN 13" AND AT ALL ROOF DRAINS.6.MECHANICAL, ELECTRICAL, PLUMBING OR CEILING CONSTRUCTION SHALL NOT BE HUNGDIRECTLY FROM THE STEEL ROOF DECK.EXCEPTION:AT COMPOSITE FLOORS ONLY, IT IS ALLOWED TO PLACE NOT MORE THAN ONE HANGERPER DECK SPAN PER RIB, WITH THE HANGER LOAD LIMITED TO 100 LBS. MAXIMUM. IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE USE OF THESEHANGERS BY VARIOUS TRADES. ALL ADDITIONAL ITEMS, AS WELL AS ANY ITEM WHICHWOULD RESULT IN A HANGER LOAD GREATER THAN 100 LBS., MUST BE HUNG FROMTHE STRUCTURAL STEEL BEAMS.7.REFER TO SPECIFICATION SECTION 053100 FOR ADDITIONAL INFORMATION.CONCRETE (CAST-IN-PLACE):1.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. ALLCONCRETE SHALL BE NORMAL WEIGHT (150 PCF MAXIMUM).2.ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 (DEFORMED), ANDSHALL BE FREE FROM LOOSE RUST AND SCALE. LAP ALL CONTINUOUS BARS IN 42 BARDIAMETERS MINIMUM.3.ALL WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A1064 WITH A MINIMUMULTIMATE TENSILE STRENGTH OF 70 KSI. LAP (2) SQUARES AT ALL JOINTS AND TIE @ 3'-0" ONCENTER.4.CLEAR CONCRETE PROTECTION FOR REINFORCING SHALL CONFORM TO THE FOLLOWINGREQUIREMENTS, UNLESS OTHERWISE NOTED:a.FOOTINGS (AND OTHER CONCRETE ELEMENTS CAST AGAINST EARCH): 3"b.FOUNDATION WALLS (AND OTHER CONCRETE ELEMENTS EXPOSED TO EARTH): 2"c.SLABS-ON-GRADE: 114" FROM TOP (U.O.N.)d.PIERS AND PILASTERS: 2" TO TIESe.MAT SLABS: 2" FROM TOP; 3 INCHES FROM BOTTOM5.DETAILS NOT SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE LATESTEDITION OF THE ACI DETAILING MANUAL 315.6.CONCRETE SHALL BE CAST MONOLITHICALLY, EXCEPT AS INDICATED ON THE DRAWINGS.7.ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED (6% ± 1.5%). AIRENTRAINMENT VALUE SHALL BE MEASURED AT THE HOSE OUTLET IF CONCRETE IS PUMPED.8.NO BARS SHALL BE CUT OR OMITTED IN THE FIELD BECAUSE OF SLEEVES, DUCT OPENINGSOR RECESSES. BARS MAY BE MOVED ASIDE WITHOUT CHANGE IN LEVEL WITH THEAPPROVAL OF THE ENGINEER.9.ALUMINUM CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETEUNLESS EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM- CONCRETE REACTIONOR ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.10.PIPE PENETRATIONS THROUGH CONCRETE ARE NOT ALLOWED WITHOUT THE PERMISSIONOF THE ENGINEER. STEEL PIPE SLEEVES SHALL BE PROVIDED AND SPACED A MINIMUM OFTHREE PIPE DIAMETERS APART. ALL OTHER SLEEVE LOCATIONS MUST BE SUBMITTED FORREVIEW. IN NO CASE SHALL SLEEVES BE PLACED IN CONCRETE BEAMS WITHOUT WRITTENACCEPTANCE FROM THE STRUCTURAL ENGINEER.11.SUPPORT BARS FOR SLAB REINFORCING SHALL BE #5 OR GREATER, AND SHALL BE SPACEDNOT MORE THAN 4'-0" O.C. SUPPORT BARS AND ENDS OF MAIN REINFORCING BARS SHALLNOT EXTEND MORE THAN 1'-6" PAST THE OUTERMOST CHAIR OR SUPPORT BAR.12.ALL REINFORCING ACCESSORIES FOR EXPOSED SURFACES SHALL HAVE UPTURNED LEGSAND BE PLASTIC DIPPED AFTER FABRICATION. ACCESSORIES FOR REINFORCING STEELSHALL BE IN ACCORDANCE WITH THE ACI STANDARDS, LATEST EDITION.13.SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALLBE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 CUBIC YARDSOF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREAFOR SLABS AND WALLS.14.REFER TO SPECIFICATION SECTIONS 033000, 033100, AND 033113 FOR ADDITIONALINFORMATION.FOUNDATIONS AND SUBGRADE PREPARATION:1.FOOTINGS HAVE BEEN PROPORTIONED BASED ON A NET ALLOWABLE BEARING PRESSUREOF 4 KSF AND SHALL BEAR ON PROOF COMPACTED EXISTING FILL, COMPACTED GRAVELBORROW, CRUSHED STONE PLACED OVER PROOF COMPACTED SUBGRADES, OR ONUNDISTURBED NATIVE SAND OR GLACIAL TILL.2.THE ESTIMATED ELEVATIONS OF THE BOTTOM OF FOOTINGS ARE DENOTED THUS [0'-0"].THE BOTTOM OF EACH EXTERIOR FOOTING SHALL BE A MINIMUM OF 4'-0" BELOW ADJACENTEXTERIOR FINISHED GRADE. INTERIOR FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW THESLAB-ON-GRADE.3.NO BACKFILL SHALL BE PLACED AGAINST FOUNDATIONS RETAINING EARTH UNLESSFOUNDATIONS ARE SUFFICIENTLY BRACED TO PREVENT MOVEMENT OR STRUCTURALDAMAGE AND THE SLAB-ON-GRADE IS IN PLACE.4.ALL FILL, UNSUITABLE SOIL, AND ORGANICS THAT ARE REMOVED BELOW THE NEWELEVATOR AND BUILDING FOOTPRINTS SHALL BE BACKFILLED WITH STRUCTURAL FILLCOMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AND MEETING THEEARTHWORK SPECIFICATIONS.5.ALL SOFT ZONES REVEALED BY COMPACTION EFFORTS BELOW FOOTINGS OR SLABS ANDWHERE ORGANIC SOIL IS EXPOSED SHALL BE REMOVED AND REPLACED WITH COMPACTEDSTRUCTURAL FILL.6.FOR TYPICAL INTERIOR SLAB-ON-GRADE CONSTRUCTION, PROVIDE A 15-MIL POLYETHYLENEVAPOR BARRIER BENEATH THE SLAB-ON-GRADE, PLACED OVER RIGID INSULATION (SEEARCH. DWGS.) THE VAPOR BARRIER SHALL HAVE JOINTS LAPPED A MINIMUM OF 12 INCHESAND TAPED SEAMS, EDGES, AND PENETRATIONS. THE SLAB-ON-GRADE SHALL BEAR ON 12INCHES OF COMPACTED GRAVEL BORROW OR CRUSHED STONE, PLACED AFTER PROOFCOMPACTION OF SOIL SUBGRADES.7.FOR CONSTRUCTION UNDER WINTER CONDITIONS, FOUNDATION AND FLOOR SLABS SHALLBE PROTECTED FROM FREEZING TEMPERATURES UNTIL THE BUILDING IS ENCLOSED ANDHEATED.8.THE DESIGN AND EXECUTION OF ALL TEMPORARY EARTH RETENTION SYSTEMS ANDDEWATERING METHODS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR.9.NO CONCRETE SHALL BE PLACED IN WATER, ICE, FROST, OR ON FROZEN SUBGRADEMATERIAL. PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PREVENT FROST FROMPENETRATING ANY FOOTING OR SUBGRADE MATERIAL (BEFORE AND AFTER CONCRETEPLACEMENT) UNTIL SUCH SUBGRADE MATERIAL IS FULLY PROTECTED BY THE PERMANENTSTRUCTURAL SYSTEM.10.FOUNDATIONS SHALL BE CENTERED ON GRID INTERSECTIONS, U.O.N.11.UNLESS OTHERWISE NOTED, STRIP FOOTINGS BELOW FOUNDATION WALLS SHALL BE ATLEAST 2'-0" WIDE x 1'-0" DEEP REINFORCED WITH (2)-#5's BOTTOM (CONT.). THE TOPELEVATION OF THE STRIP FOOTING SHALL MATCH THE TOP ELEVATION OF THE ADJACENTCOLUMN SPREAD FOOTING, U.O.N.12.ALL FOUNDATION RECOMMENDATIONS ARE BASED ON THE "GEOTECHNICAL EVALUATIONREPORT" PREPARED BY TIGHE & BOND, DATED MARCH 2019. REFER TO THEABOVE-REFERENCED GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONALINFORMATION.13.A LICENSED GEOTECHNICAL ENGINEER SHALL OBSERVE THE EXPOSED SUBGRADES PRIORTO FILL AND CONCRETE PLACEMENT TO VERIFY THAT THE EXPOSED BEARING MATERIALSARE SUITABLE FOR THE DESIGN SOIL BEARING PRESSURE IN ACCORDANCE WITH THEGEOTECHNICAL ENGINEERING REPORT.STRUCTURAL DRAWING INDEX DRAWING NUMBERDRAWING NAMES-001S-002S-102S-103S-104S-105S-201GENERAL NOTESTYPICAL DETAILSPUBLIC FACILITIES BUILDING PLANSRONALD J. KILEY FACILITY PLANSCONCESSIONS BUILDING PLANSPRESS BOX PLANSSECTIONSSHOP DRAWINGS:1.SHOP DRAWINGS ARE DRAWINGS, DIAGRAMS, SCHEDULES, MATERIAL LISTS AND OTHER DATASPECIFICALLY PREPARED FOR THE WORK FOR THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR,MANUFACTURER, SUPPLIER OR DISTRIBUTOR TO ILLUSTRATE SOME PORTION OF THE WORK. CONTRACTDRAWINGS ARE NOT TO BE REPRODUCED FOR USE AS SHOP DRAWINGS.2.WHEN APPLICABLE, SHOP DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO: ERECTION PLANS, NOTESAND BRACING DETAILS, ACCESSORIES, CONNECTION DETAILS, JOIST, BEAM AND COLUMN DETAILS,BENDING DETAILS FOR REINFORCING RODS, AND ANY OTHER ITEMS WHICH ARE TYPICAL OF INDUSTRYSTANDARD FOR SHOP DRAWING SUBMITTALS. SUBMIT STAMPED STRUCTURAL CALCULATIONS WHERENOTED ABOVE.3.NO PORTION OF THE WORK REQUIRING SUBMISSION OF A SHOP DRAWING SHALL BE STARTED UNTIL THESUBMITTAL HAS BEEN SATISFACTORILY REVIEWED BY SOUZA, TRUE AND PARTNERS, INC. (STP) AND ALLOTHER PARTIES INVOLVED. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH FINALREVIEWED SUBMITTALS AND THE CONTRACT DOCUMENTS.4.ALL SHOP DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY, UNLESS OTHERWISE NOTED IN THECONTRACT DOCUMENTS. UNLESS OTHERWISE NOTED IN THE CONTRACT SPECIFICATIONS, THEFOLLOWING SEQUENCE SHALL BE FOLLOWED:MANUFACTURER/CONTRACTOR/ARCHITECT/ENGINEER/ARCHITECT/CONTRACTOR/MANUFACTURER.5.THE CONTRACTOR SHALL REVIEW, APPROVE AND SUBMIT ALL SHOP DRAWINGS REQUIRED BY THECONTRACT DOCUMENTS IN AN ORDER WHICH IS SEQUENTIAL WITH THE PROGRESS OF THE WORK ANDCONSISTENT WITH THE LEAD TIMES RELATED TO THE PRODUCTS. THE SHOP DRAWING SUBMITTALSCHEDULE SHALL INCLUDE ADEQUATE TIME FOR A COMPLETE AND PROFESSIONAL REVIEW BY ALLPARTIES INVOLVED. IT SHALL BE NOTED THAT THE REVIEW TIME WILL VARY DEPENDING ON THE SIZE ANDCONTENT OF THE SUBMITTAL. BY APPROVING AND SUBMITTING SHOP DRAWINGS, THE CONTRACTORREPRESENTS THAT HE OR SHE HAS VERIFIED ALL MATERIALS, FIELD MEASUREMENTS AND FIELDCONSTRUCTION CRITERIA RELATED THERETO, OR WILL DO SO. IN ADDITION, THIS SHALL REPRESENTTHAT HE OR SHE HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN SUCHSUBMITTALS WITH THE REQUIREMENTS OF THE WORK AND OF THE CONTRACT DRAWINGS. SOUZA, TRUEAND PARTNERS, INC. RESERVES THE RIGHT TO RETURN ANY SHOP DRAWINGS WHICH ARE JUDGED TO BE"RUBBER STAMP APPROVED" BY THE CONTRACTOR WITHOUT PROPER REVIEW AND EVALUATION.6.ALL SHOP DRAWINGS THAT ARE RECEIVED WITHOUT FIRST BEING REVIEWED AND STAMPED BY THECONTRACTOR WILL BE RETURNED UNREVIEWED.7.THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THEREQUIREMENTS OF THE CONTRACT DOCUMENTS AS A RESULT OF STP'S (SOUZA, TRUE AND PARTNERS,INC.) REVIEW OF THE SHOP DRAWINGS UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED STP, INWRITING, OF SUCH DEVIATION AT THE TIME OF SUBMISSION AND STP HAS GIVEN WRITTEN ACCEPTANCETO THE SPECIFIC DEVIATION. THE CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FORERRORS OR OMISSIONS IN THE SHOP DRAWINGS BY STP'S REVIEW THEREOF.8.THE CONTRACTOR SHALL DRAW ATTENTION TO ALL DEVIATIONS FROM THE CONTRACT DRAWINGS ANDINCLUDE REASONS FOR SUCH DEVIATIONS WITH THE SUBMITTED SHOP DRAWINGS. IN ADDITION, THECONTRACTOR SHALL DIRECT SPECIFIC ATTENTION, IN WRITING OR ON RESUBMITTED SHOP DRAWINGS,TO REVISIONS OTHER THAN THOSE REQUESTED BY STP ON PREVIOUS SUBMITTALS.9.REFER TO SAMPLE SHOP DRAWING STAMP AND ACTION LEGEND (BELOW) FOR FURTHER CLARIFICATION:ACTION LEGENDSUBMITTAL ACCEPTED MATERIALS, SIZES, GENERAL ARRANGEMENT AND DETAILS SHOWN ON THIS DRAWING APPEAR TO BE INSUBSTANTIAL COMPLIANCE WITH THE INTENT OF THE CONTRACT DRAWINGS.SUBMITTAL ACCEPTED, SUBJECT TO NOTATIONS CORRECTIONS NOTED WILL BRING THIS SUBMITTAL INTO SUBSTANTIAL COMPLIANCE WITH THE MATERIALS,SIZES, GENERAL ARRANGEMENTS AND DETAILS NOTED IN THE CONTRACT DOCUMENTS. PROVIDED THATNO OTHER MODIFICATIONS ARE NECESSARY, RESUBMITTAL IS NOT REQUIRED. REVIEW IS COMPLETE ANDALL CORRECTIONS ARE DEEMED OBVIOUS WITH NO AMBIGUITY.SUBMITTAL ACCEPTED IN PART, RESUBMIT ITEMS NOTED CORRECTIONS NOTED WILL BRING THIS SUBMITTAL INTO SUBSTANTIAL COMPLIANCE WITH THE MATERIALS,SIZES, GENERAL ARRANGEMENTS AND DETAILS NOTED IN THE CONTRACT DOCUMENTS. PORTIONS OF THEDRAWING MUST BE REVISED AND REVIEWED PRIOR TO FABRICATION.SUBMITTAL NOT ACCEPTED; REVISE, REVIEW AND RESUBMIT FABRICATION SHALL NOT TAKE PLACE PRIOR TO THIS DRAWING BEING REVISED, RESUBMITTED ANDREVIEWED BY SOUZA, TRUE AND PARTNERS, INC., AND ALL OTHER PARTIES INVOLVED. DETAILS OR ITEMSNOTED BY THE REVIEWER REQUIRE FURTHER CLARIFICATION.RESUBMITTED SHOP DRAWINGS THAT WERE PREVIOUSLY ACCEPTED WILL BE NOT REVIEWED UNLESSREVISIONS ARE CLOUDED. ONLY CLOUDED ITEMS WILL BE RE-REVIEWED.CONTRACTOR SHALL SUBMIT A SCHEDULE OF SHOP DRAWING SUBMITTAL DATES AT LEAST 30 DAYS PRIOR TOFIRST SUBMITTAL. FAILURE TO SUBMIT DRAWINGS ON DESIGNATED DATE MAY IMPACT REVIEW SCHEDULE.© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.SOUZA, TRUE AND PARTNERS INC.STRUCTURAL ENGINEERS265 WINTER STREET, THIRD FLOORWALTHAM, MA 02451(617) 926 - 6100WWW.SOUZATRUE.COMST&PH:\2018\18242 Bertram Field\18242_S-001 & S-002.dwg S-001GENERALNOTES18-677AS NOTED05-18-2019NRPDESIGN DEVELOPMENT08-09-2019NRP90% CD REBAR DEVELOPMENT AND LAP SPLICE LENGTHSLENGTHS (IN INCHES) BASED ON f'c=3000 PSI AND NORMAL WEIGHT CONCRETETOP BARSOTHER BARSALL BARSTOP BARSOTHER BARSALL BARSTENSIONCOMPRESSIONTENSIONCOMPRESSIONDEVELOPMENTLENGTHLAP SPLICELENGTH 22#3#4#5#6#7#8#9#10#1129364363728191101172228334855627078911141720222528312838475681931051181311215192327303439432229364363728191101LENGTHS (IN INCHES) BASED ON f'c=4000 PSI AND NORMAL WEIGHT CONCRETETOP BARSOTHER BARSALL BARSTOP BARSOTHER BARSALL BARSTENSIONCOMPRESSIONTENSIONCOMPRESSIONDEVELOPMENT LENGTH LAP SPLICE LENGTH 19#3#4#5#6#7#8#9#10#1125313754627079871519242942485461678101215171922252719253137546270798725334149718191102114121519232730343943NOTES:1.LENGTHS ARE BASED ON fy = 60 KSI, CONCRETE STRENGTHS AS INDICATED, AND NORMAL WEIGHT CONCRETE. WHERE LIGHTWEIGHT AGGREGATE CONCRETE IS SPECIFIED, MULTIPLY THEABOVE TENSION VALUES BY A FACTOR OF 1.3.2.TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF FRESH CONCRETE IS PLACED IN THE MEMBER BELOW THE BAR.3.TENSION LAP SPLICE LENGTHS ARE FOR "CLASS B" SPLICES PER ACI 318. LESSER SPLICE LENGTHS MAY BE SUBMITTED BY THE CONTRACTOR PROVIDED FULL CALCULATIONS ANDREFERENCE TO THE APPLICABLE PORTIONS OF THE LATEST EDITION OF ACI 318 ACCOMPANY THE SUBMITTAL.4.WHERE BARS OF DIFFERENT SIZES ARE SPLICED, LAP SPLICE LENGTH SHALL BE AS REQUIRED FOR THE LARGEST BAR.BAR SIZEBAR TYPEBAR SIZEBAR TYPE2 PLY3 PLY4 PLY12"Ø THRU-BOLTS@ 12" O.C.3 ROWS FOR D > 1114"2 ROWS FOR D < 1114"ENDTYPICAL BUILT-UP BEAM DETAIL16d COMMON NAILSIN OUTSIDE PLIESNEAR SIDE FAR SIDE(LVL OR DIMENSIONAL LUMBER)D 3"1'-0"1'-0"1'-0"1'-0"COLUMN BASE DETAILTYPICAL INTERIORTYP.DIAMOND SHAPED ISOLATIONJOINT WITH 12" COMPRESSIBLEFILLER (FULL DEPTH OF SLABEXCEPT 12" SEALANT AT TOP)TYPICAL COLUMN BASECOLUMN BASE PLATE ON14" LEVELING PLATE ON34" NON-SHRINK GROUTREFER TO COLUMN SCHEDULEFOR BOTTOM OF BASE PLATEELEVATION AND BASE PLATE /ANCHOR ROD DETAILSREFER TO PLANS AND SCHEDULESFOR FOOTING SIZE AND REINF.3" CLEARW.W.F.2'-0"2'-0"STEELCOLUMNTYPICAL PIER/PILASTER DETAILTYP.TYPICAL COLUMN BASECOLUMN BASE PLATE ON14" LEVELING PLATE ON34" NON-SHRINK GROUTDIAMOND SHAPED ISOLATIONJOINT WITH 12" COMPRESSIBLEFILLER (FULL DEPTH OF SLABEXCEPT 12" SEALANT AT TOP)REFER TO COLUMN SCHEDULEFOR BOTTOM OF BASE PLATEELEVATION AND BASE PLATE /ANCHOR ROD DETAILSW.W.F.REFER TO PLANS, SECTIONSOR SCHEDULE FOR PILASTERAND FOOTING SIZE AND REINF.WALL FOOTINGBEYOND (WHEREAPPLICABLE)FOUNDATION WALLBEYOND (WHEREAPPLICABLE)2"3"3"3"3" #3 TIES U.O.N.(SEE SCHEDULE FOR MAXIMUM SPACING)3" CLEAR2'-0"2'-0"ENDPILASTERSINTERSECTIONCORNER(2)- #5CORNER BARS TOMATCH HORIZONTALREINF.NOTE ANOTE A 16 D16 DNOTE A DOWELS TO MATCHHORIZONTAL REINF.PROVIDE TYPICALSUPPLEMENTALCORNER BARSFOR REINF.SEE PLANSAND DETAILSHORIZONTAL WALL REINF.SHALL BE CONTINUOUSTHROUGH PILASTERSNOTE AEND BARS TO MATCHHORIZONTAL REINF.TYPICAL SUPPLEMENTAL REINFORCING DETAILS FOR CONCRETE WALLSNOTE A: REFER TO TENSION LAP SPLICE LENGTH (OTHER BARS)IN "REBAR DEVELOPMENT AND LAP SPLICE LENGTHS TABLE".CONSTRUCTION JOINTTYPICAL SLABW.W.F.CONTROL JOINTTYPICAL SOIL-SUPPORTED SLAB-ON-GRADE DETAILSDEPRESSIONINSIDE CORNER SLAB EDGE PLAN18" WIDE x 14 SLAB THICKNESSSAWCUT MADE AFTER ADJACENTSLAB IS PLACED. FILL WITHJOINT SEALANT. *38"Ø x 16" LONGPLAIN GREASEDBARS @ 16"18" WIDE x 14 SLAB THICKNESS SAWCUT.FILL WITH JOINT SEALANT. * (CUTS TO BEMADE WITHIN 24 HOURS AFTER SLABPLACEMENT). REFER TO PLANS FORCONTROL JOINT SPACING AND LOCATION.INTERIORSLAB-ON-GRADE* SEALANT TO BEUSED ONLY ATEXPOSED SLABS.FILL JOINTS WITHNON-SHRINK GROUTAT SLABS TO BECOVERED WITH TILE,CARPETING, ETC.6"** ADD (2)- #5 x 4'-0" DIAGONAL BARS AT EACHCORNER OF DEPRESSIONS > 4" DEEP.FOUNDATIONWALL(1)- #5 x 4'-0"LONG2' - 0 "3"CONC. BRICK SUPPORTS@ 3'-0" O.C. EACH WAY SEE GENERALNOTES / SECTIONS FOR FOUNDATION DETAILSSEE PLAN DEPRESSION (8" MAX.)(SEE PLAN **)DISCONTINUOUS BEAMCONTINUOUS BEAMTYPICAL W-BEAM TO HSS-COLUMN CONNECTIONSBASE PLATE (SEE COLUMNSCHEDULE - MIN. 12" THICK)SEE "TYPICAL W-BEAM TOBEAM/COLUMN SINGLEPLATE CONNECTION" DETAILFOR CONNECTION DETAILSW-BEAMHSS-COLUMNW-BEAMW-BEAMHSS COLUMNCAP PLATE (SEE COLUMNSCHEDULE - MIN. 12" THICK)STIFFENER PLATES EACH SIDEBELOW COLUMN FLANGES (MIN.38" THICK - MATCH THICKNESSOF COLUMN WALLS)NOTE: PROVIDE 38" THICK REINFORCINGPLATE AT FACE OF HSS-COLUMN IFTHICKNESS OF COLUMN IS LESS THAN 516"HSS COLUMNSHEAR CONNECTIONTYPICAL W-BEAM TO BEAM/COLUMNMIN. NUMBER OFROWS OF BOLTSMINIMUM SHEARCAPACITY (KIPS)MINIMUM SHEAR CONNECTIONREQUIREMENTS (ASD LOADS)38" (MIN.) THICKx 4" WIDE PLATE34"Ø A325 (OR A490)BOLTS SPACED @ 3" O.C.GIRDERBEAM DEPTH216.5W10s & LESS328.8W12s & W14s441.5W16s & W18s6866.5W24s90.8W30s1414(SIMILAR AT BEAM TO COLUMN CONNECTIONS)10115W36s554.1W21sBEAM212"9103W33s778.7W27sNOTES:1.SIMILAR AT BEAM TO COLUMN CONNECTIONS.2.THE STEEL FABRICATOR SHALL DESIGN ALL CONNECTIONS FOR SHEAR REACTIONS GIVENON PLANS OR IN SECTIONS. IF NO REACTION IS GIVEN, THE MINIMUM SHEAR CAPACITIESIN THE TABLE ABOVE SHALL BE MAINTAINED.3.THE STEEL FABRICATOR HAS THE OPTION TO USE ALTERNATE CONNECTION TYPES IN LIEUOF SINGLE PLATE CONNECTIONS, PROVIDED THAT THE MINIMUM SHEAR CAPACITIES ANDNUMBERS OF BOLTS AS DEFINED IN THE TABLE ARE MAINTAINED, AND THE STEELFABRICATOR PROVIDES FULL CALCULATIONS OR REFERENCES TO AISC STANDARDCONNECTION TABLES.4.WHERE SHORT-SLOTTED HOLES ARE USED, THE HOLE MAY BE SLOTTED IN EITHER THEBEAM WEB OR THE SHEAR PLATE AT THE FABRICATOR'S PREFERENCE.5.MINIMUM SHEAR CONNECTION REQUIREMENTS ARE FOR ALLOWABLE STRENGTH DESIGN(ASD).11126W40sCLW-BEAMTYP.BOLT HOLE TYPESTANDARD ORSHORT -SLOTTEDSTANDARD ORSHORT -SLOTTEDSTANDARD ORSHORT -SLOTTEDSTANDARD ORSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDSHORT -SLOTTEDHSS COLUMN MOMENT CONNECTIONTYPICAL W-BEAM TOW-BEAMNOTE: PROVIDE 38" THICK REINFORCING PLATE AT FACE OFHSS-COLUMN IF THICKNESS OF COLUMN IS LESS THAN 516"W-BEAMBACKING BARTO REMAINHSS-COLUMNREMOVE BACKING BAR,BACKGOUGE ROOT PASSAND REWELD WITH FILLETWELDS TOP AND BOTTOMOF BOTTOM FLANGE3838SEE "TYPICAL W-BEAM TOBEAM/COLUMN SINGLEPLATE CONNECTION" DETAILFOR CONNECTION DETAILS2 x DIAMETER OF THELARGEST HOLE (MINIMUM)MICROLLAM LVLAND PARALLAMPSL ALLOWEDHOLE ZONEMIDDLE 1/3 SPAN1/3 DEPTHHEADERDEPTH (d)4 38"7 14" TO 20"5 12"MAXIMUMROUNDHOLE SIZE1"2"1 34"NOTES:1.ALLOWED HOLE ZONE SUITABLE FORUNIFORMLY LOADED HEADERS ANDBEAMS ONLY.2.ROUND HOLES ONLY.3.NO HOLES IN CANTILEVERS.4.NO HOLES IN HEADERS OR BEAMS INPLANK ORIENTATION.ALLOWABLE HOLES IN LVL ANDPSL HEADERS AND BEAMSdTYPICAL NAILING PATTERN PLAN ATFLOOR & ROOF DIAPHRAGMSROOF OR FLOOR FRAMING(SEE PLAN)8d NAILS AT 12" O.C. ATINTERMEDIATE FRAMINGMEMBERS ("FIELD" NAILING)8d NAILS AT 6" O.C.DIAPHRAGM BOUNDARYAND SUPPORTED EDGES8d NAILS AT 6" O.C. AT INTERIORSUPPORTED EDGES4'-0" x8'-0" PLYWOOD PANELDIAPHRAGM BOUNDARYCONTINUOUS PANELJOINTAPA RATED PLYWOODSHEATHING (SEE PLANS)JACK STUDSTYPICAL LVL DETAILSNAILING PATTERN FORMULTIPLE PIECESBEARING FOR DOOR ORWINDOW HEADERLVL HANGERBEAM TO BEAM CONNECTIONPOST/JAMB STUD LOADSTYPICAL BLOCKING DETAIL UNDERTYPE 1TYPE 2ALIGN POST/JAMB STUDSABOVE & BELOWSQUASH BLOCKS REQUIREDUNDER ALL POST/JAMB STUDLOADS WITHIN TRUSS DEPTHPOST/JAMB STUDS ATWINDOW / DOOR OPENINGSHEADER BEAMWITHIN TRUSS DEPTHRIMBOARDFLOOR SHEATHING(CONTINUOUS)FLOOR TRUSS (OR JOIST)(SEE PLAN)ALIGN POST/JAMB STUDSABOVE & BELOWSQUASH BLOCKS REQUIREDUNDER ALL POST/JAMB STUDLOADS WITHIN TRUSS DEPTHPOST/JAMB STUDS ATWINDOW / DOOR OPENINGSHEADER BEAMWITHIN WALL PANELSRIMBOARDFLOOR TRUSS (OR JOIST)(SEE PLAN)STD. ACE POST CAPSBY SIMPSON OR EQUALBEAM (LVL)BY SIMPSON OR EQUALSTD. AC POST CAPSPOSTCOLUMNPOSTCOLUMNBEAM (LVL)BEAM (LVL)POSTCOLUMNAT INTERIOR CONNECTIONTYPICAL POST/BEAM CONNECTION DETAILSPOSTCOLUMNAT END CONNECTION(UNLESS OTHERWISE NOTED ON THE PLANS)WALLLOCATIONALL EXTERIORWALLS, STAIRSHAFTS ANDELEVATORSHAFTS; ALLLOAD B'RG.WALLSWALLTHICKNESS8"12"ALL SIZESVERT.REINF.#5@32" O.C.#6@24" O.C.HORIZ. TRUSS-TYPEREINFORCING(2)- #4 @ 48" O.C.IN BOND BEAMS9 GA. TRUSS-TYPE@ 16" O.C.ALL OTHER INT.CMU WALLSNOTE: REFER TO PLANS & SECTIONS FOR ANY REINFORCING REQUIREMENTS MORE STRINGENT THAN IN THIS SCHEDULE.MINIMUM CONCRETE MASONRY WALLREINFORCING SCHEDULETYPICAL DETAILCORNER DETAILEND OR JAMB DETAIL(UNLESSOTHERWISENOTED)LINTEL/BOND BEAM DETAIL(OVER ALL OPENINGS)(NOMINAL)IN BOND BEAMS(2)- #4 @ 48" O.C.#5@48" O.C.VERTICAL REINFORCINGPROVIDE 48 DIA. LAP AT ALLBAR SPLICES (ALL CELLSGROUTED SOLID - TYPICAL)HORIZONTALREINFORCING(IN BOND BEAMS)INNER HOR. BARSTO EXTEND &HOOK AT CORNERS2 BARS TOMATCH TYP.VERT. BARSFULL HEIGHT BARTERMINATE JAMB BARS48 DIA. ABOVE LINTELSEE SCHED. FORVERT. REINF.(2)- #5 (EXTEND2'-0" BEYONDEDGES (JAMBS)OF OPENINGSPROVIDE SHORINGUNTIL MASONRYACHIEVES fm=2000 PSISEE SCHEDULE AND DETAILSSEE SCHEDULE AND DETAILSSEE SCHEDULE AND DETAILSLINTEL SCHEDULENOTES:MASONRYOPENINGUP TO 3'-0"3'-1" TO 4'-6"4'-7" TO 6'-0"6'-1" TO 8'-0"LINTEL SIZELOOSE STEELL 312 x 312 x 516L 4 x 312 x 516 (4" LEG VERT.)L 5 x 312 x 516 (5" LEG VERT.)L 6 x 312 x 516 (6" LEG VERT.)L 7 x 4 x 38 (7" LEG VERT.)8'-1" TO 10'-0"1.PROVIDE LINTELS OVER ALL OPENINGS EXCEPT WHERELINTEL BLOCKS ARE PROVIDED.2.PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS.FOR 6" WALLS PROVIDE TEE OR BUILT-UP SECTION WITHPROPERTIES EQUAL TO OR GREATER THAN 1.5 TIMESANGLE PROPERTIES FOR 4" WALL THICKNESS.3.PROVIDE 8" OF BEARING EACH END OF ALL LINTELS.4.PROVIDE GALVANIZED STEEL AT EXPOSED AREAS. THICKNESS NOT INDICATED IN THIS SCHEDULE.2. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING AT WALL AS A WALL OF THE NEXT HIGHEST THICKNESS.1. WALLS OF FRACTIONAL THICKNESS SHALL BE REINFORCEDNOTES:#56 @ 18"#4 @ 18"#4 @ 18"#5 @ 15"#4 @ 12"#4 @ 18"17" - 20"12" - 16"9" - 11"#4 @ 18"#4 @ 12"6" - 8"VERTICALTHICKNESSWALLREINFORCING SCHEDULEMINIMUM CONCRETE WALLREINFORCINGHORIZONTALREINFORCINGREINFORCINGLOCATIONCENTERED ONWALLEACH FACEEACH FACEEACH FACETYPICAL UNDERSLAB DRAIN DETAILSLAB-ON-GRADE12"6" MIN. 34"CRUSHEDSTONE BENEATH PIPE6" MIN.6"MIN.FILTER FABRICAT BOTTOM OFCRUSHED STONE6"Ø (MIN.) PERFORATEDOR POROUS WALL PIPE COMPACTEDSTRUCTURAL FILL6" MIN.VAPOR BARRIERSLAB-ON-GRADETYPICAL ANCHOR ROD DETAILSEE COLUMN SCHEDULEFOR BOTTOM OF BASEPLATE ELEVATION34" (MIN.)ASTM F1554, GRADE 36ANCHOR RODS (SEE COLUMNSCHEDULE FOR SIZE)14" THICK LEVELING PLATE34" THICK HIGH-STRENGTHNON-SHRINK GROUT BEDCLBOLTWASHERHEAVY HEX NUTBASE PLATE (SEE COLUMNSCHEDULE FOR SIZE)COLUMN (SEE COLUMNSCHEDULE FOR SIZE)HEAVY HEX NUT TACK WELDED TOANCHOR ROD (ALTERNATIVELY,PROVIDE ANCHOR RODS WITHSTANDARD HEX HEADS)9"© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.SOUZA, TRUE AND PARTNERS INC.STRUCTURAL ENGINEERS265 WINTER STREET, THIRD FLOORWALTHAM, MA 02451(617) 926 - 6100WWW.SOUZATRUE.COMST&PH:\2018\18242 Bertram Field\18242_S-001 & S-002.dwg S-002TYPICALDETAILS18-677AS NOTED05-18-2019NRPDESIGN DEVELOPMENT08-09-2019NRP90% CD C124" SLAB-ON-GRADEW/ 6"x6"-W2.9xW2.9 W.W.F. T.O.C.EL. = 65.5'18"=1'-0" FOUNDATION/ FIRST FLOOR PLANFOUNDATION / FIRST FLOOR PLAN NOTES:1.UNLESS OTHERWISE NOTED, NEW FIRST FLOOR SHALL BE 4" DEEP, 4000 PSINORMAL WEIGHT CONCRETE SLAB-ON-GRADE (SOIL-SUPPORTED)REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC (LOCATED 114" BELOWTOP OF SLAB).2.F0.0 INDICATES A FOOTING TYPE. REFER TO SCHEDULE ON THIS SHEET FORSIZE AND REINFORCING.3.[0'-0"] INDICATES THE ESTIMATED BOTTOM OF FOOTING ELEVATION. SEEGENERAL NOTES FOR ADDITIONAL INFORMATION.6.CONTRACTOR SHALL COORDINATE ALL SLOTS, INSERTS, DOWELS, SLEEVES,ETC., AND ALL ANCHORS PRIOR TO PLACING CONCRETE.7.FOR DIMENSIONS AND ELEVATIONS NOT INDICATED, REFER TOARCHITECTURAL DRAWINGS.8.REFER TO DRAWINGS S-001-S-002 FOR GENERAL NOTES AND TYPICAL DETAILS.9.CONSTRUCTION JOINTS IN ALL CONCRETE FOUNDATION WALLS SHALL NOTEXCEED 40 LINEAR FEET, UNLESS CONTROL JOINTS ARE PROVIDED TO MEETSAME. SEE TYPICAL DETAILS FOR ADDITIONAL INFORMATION.10.PROVIDE ADDITIONAL REINFORCEMENT AT ALL CONSTRUCTION JOINTS, ASREQUIRED.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTIONOF ALL TEMPORARY SHORING AND BRACING, AND TEMPORARY EARTHRETENTION SYSTEMS, AS REQUIRED, TO PREVENT DAMAGE TO PERSONS ORPROPERTY.12.CONTROL JOINTS ARE REQUIRED IN SLABS-ON-GRADE. CONTRACTOR SHALLDETERMINE LOCATIONS OF JOINTS FOLLOWING THESE RULES:A.) TOTAL AREA OF CONCRETE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 400 SQUARE FEET.B.) MAXIMUM DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 24'-0".C.) ASPECT RATIO OF CONCRETE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 1.5-1.13.BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 4'-0" BELOWEXTERIOR GRADE.AFG34567SEE ARCHSEE ARCHSEE ARCHSEE ARCHSEE ARCHSEE ARCHSEE ARCHSEE ARCH SEE ARCH DOWN8" WIDE NOMINAL REINF. CMUBEARING WALL UP (TYP.)5S-2016S-2014" SLAB-ON-GRADEW/ 6"x6"-W2.9xW2.9 W.W.F. T.O.C.EL. = 68.67'6S-2016S-2016S-201SLAB DEPRESSION (SEE ARCH)TOP OF SLAB ELEVATION = 66.24'BDESEE ARCHSEE ARCHSEE ARCHEQ. (TYP)EQ. (TYP)EQ. (TYP)[64'-0"][64'-0"][64'-0"][64'-0"][63'-0"]FTG STEP[62'-0"]FTG STEP[62'-0"][61'-0"][61'-0"][61'-0"][61'-0"][62'-0"]FTG STEPFTG STEP[63'-0"][64'-0"]FTG STEP18"=1'-0"ROOF FRAMING PLAN12" WIDE NOMINAL REINF. CMUBEARING WALL DOWN (TYP.)12" WIDE NOMINAL REINF. CMUBEARING WALL DOWN (TYP.)NOTE #18" WIDE NOMINAL REINF. CMUBEARING WALL DOWN (TYP.)PRE-MANUFACTUREDWOOD ROOF TRUSS@ 2'-0" O.C. MAX(NOTE #7)1S-2013S-2013S-2012S-201NOTE #6NOTE #6NOTE #6NOTE #6NOTE #6NOTE #64S-201ERV-1(NOTE #8)ERV-3(NOTE #8)ERV-2(NOTE #8)4S-201(PROFILE B)(PROFILE C) (PROFILE B) (PROFILE B) (PROFILE C) (PROFILE B) (PROFILE B) (PROFILE B) (PROFILE C) (PROFILE C)NOTE #6NOTE # 6 NOTE #6 C12AFG34567SEE ARCHSEE ARCHSEE ARCHSEE ARCHSEE ARCHSEE ARCHSEE ARCHSEE ARCH SEE ARCH BDESEE ARCHSEE ARCHSEE ARCH(PROFILE B)(PROFILE B)HP-1(NOTE #8)HP-7(NOTE #8)HP-3(NOTE #8)ROOF FRAMING PLAN NOTES:1. INDICATES DIRECTION OF SPAN OF 58" PLYWOOD ROOF SHEATHING.PROVIDE 10d NAILS @ 4" O.C. AT PANEL EDGES. PROVIDE 10d NAILS @ 6" O.C.TO INTERMEDIATE 2x JOISTS OR ROOF TRUSSES.2.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS ANDROOF SLOPES NOT OTHERWISE INDICATED.3. INDICATES THE DOWNWARD SLOPE DIRECTION OF A STRUCTURALELEMENT.4."R" INDICATES THE REACTION AT THE END OF A BEAM, RAFTER OR TRUSS FORSELECTION OF A SUITABLE HANGER BY THE BUILDER.5.SEE TYPICAL DETAILS FOR CMU BOND BEAM HEADER REINFORCING. SEEARCH. DRAWINGS FOR SIZE OF OPENINGS.6.WHERE NOTED, PROVIDE A 134"x 18" LVL LEDGER FLUSH WITH THE BOTTOMCHORD OF THE WOOD ROOF TRUSSES. ANCHOR LEDGER TO CMU WALL WITHTWO ROWS OF 34"Ø THREADED STEEL RODS @ 16" O.C. SET 634" INTOGROUTED CMU WITH HILTI HIT HY270 ANCHORS.7.ALL JOISTS SHALL HAVE A SLOPED TOP CHORD .THE DEPTH AT THE ENDS OFTHE JOISTS AND THE TYPICAL LOADING REQUIREMENTS ARE NOTED IN"PROFILE A" ON THIS SHEET. WHERE NOTED ON PLAN, JOISTS MUST BEDESIGNED FOR A SPECIAL CONFIGURATION AND LOADING CONDITION SEE"PROFILE B" AND "PROFILE C" ON THIS SHEET.8.THE MAXIMUM OPERATING WEIGHT FOR THE FOLLOWING:ERV-1 ---------3250 lbsERV-2 ----------- 2200 lbsERV-3------------ 3250 lbsHP-1 ------------ COORD. W/ EQUIP. MANUF.HP-2 ------------ COORD. W/ EQUIP. MANUF.HP-7 ------------- COORD. W/ EQUIP. MANUF.THE ROOF STRUCTURE IS DESIGNED TO SUPPORT THE MECHANICAL UNITSSHOWN. IF THE SIZE OR THE LOCATION CHANGES, THE CONTRACTOR SHALLNOTIFY THE ARCHITECT IMMEDIATELY FOR REVIEW AND POSSIBLE REDESIGNOF THE STRUCTURE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THEEQUIPMENT MANUFACTURER PRIOR TO SHOP DRAWING SUBMISSION.9.ALL EXPOSED WOOD MEMBERS SHALL BE PRESSURE TREATED.WDL = 34 PLF TOP CHORD DEAD LOAD WLL = 60 PLF TOP CHORD SNOW LOADWDL = 16 PLF BOT. CHORD DEAD LOAD SEE ARCH SEE PLANN.T.S.PROFILE ASEE ARCHWDL = 16 PLF BOT. CHORD DEAD LOAD SEE ARCH SEE PLANN.T.S.PROFILE BSEE ARCHDESIGN TRUSS TO ACCOMMODATE A MECHANICALUNIT (COORD. DIMENSIONS W/ EQUIP. MANUF.(BOT. CHORD DEAD LOAD, P =750LB)WDL = 34 PLF TOP CHORD DEAD LOAD WLL = 60 PLF TOP CHORD SNOW LOADPP8"8"8"NO TRUSS MEMBERSIN THIS ZONESEE ARCHCOORD. W/ EQUIP.MANUF.COORD. W/ EQUIP.MANUF.WDL = 16 PLF BOT. CHORD DEAD LOAD SEE ARCH SEE PLANN.T.S.PROFILE CDESIGN TRUSS TO ACCOMMODATE A MECHANICALUNIT (COORD. DIMENSIONS W/ EQUIP. MANUF.(BOT. CHORD DEAD LOAD, P =750LB)WDL = 34 PLF TOP CHORD DEAD LOAD WLL = 60 PLF TOP CHORD SNOW LOADPP8"8"8"NO TRUSS MEMBERSIN THIS ZONESEE ARCHCOORD. W/ EQUIP.MANUF.COORD. W/ EQUIP.MANUF.PPSEE ARCH8"8"8"DESIGN TRUSS TO ACCOMMODATE A MECHANICALUNIT (COORD. DIMENSIONS W/ EQUIP. MANUF.(BOT. CHORD DEAD LOAD, P =750LB)SEE ARCH© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.SOUZA, TRUE AND PARTNERS INC.STRUCTURAL ENGINEERS265 WINTER STREET, THIRD FLOORWALTHAM, MA 02451(617) 926 - 6100WWW.SOUZATRUE.COMST&PH:\2018\18242 Bertram Field\18242_S102.dwg S-102PUBLIC FACILITIESBUILDING PLANS18-677AS NOTED05-18-2019NRPDESIGN DEVELOPMENT08-09-2019NRP90% CD ADE123SEE ARCHSEE ARCH.SEE ARCHHSEE ARCHH18"=1'-0" FOUNDATION/ FIRST FLOOR PLANFOUNDATION / FIRST FLOOR PLAN NOTES:1.UNLESS OTHERWISE NOTED, NEW FIRST FLOOR SHALL BE 4" DEEP, 4000 PSINORMAL WEIGHT CONCRETE SLAB-ON-GRADE (SOIL-SUPPORTED)REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC (LOCATED 114" BELOWTOP OF SLAB).2.F0.0 INDICATES A FOOTING TYPE. REFER TO SCHEDULE ON THIS SHEET FORSIZE AND REINFORCING.3.[0'-0"] INDICATES THE ESTIMATED BOTTOM OF FOOTING ELEVATION. SEEGENERAL NOTES FOR ADDITIONAL INFORMATION.6.CONTRACTOR SHALL COORDINATE ALL SLOTS, INSERTS, DOWELS, SLEEVES,ETC., AND ALL ANCHORS PRIOR TO PLACING CONCRETE.7.FOR DIMENSIONS AND ELEVATIONS NOT INDICATED, REFER TOARCHITECTURAL DRAWINGS.8.REFER TO DRAWINGS S-001-S-002 FOR GENERAL NOTES AND TYPICAL DETAILS.9.CONSTRUCTION JOINTS IN ALL CONCRETE FOUNDATION WALLS SHALL NOTEXCEED 40 LINEAR FEET, UNLESS CONTROL JOINTS ARE PROVIDED TO MEETSAME. SEE TYPICAL DETAILS FOR ADDITIONAL INFORMATION.10.PROVIDE ADDITIONAL REINFORCEMENT AT ALL CONSTRUCTION JOINTS, ASREQUIRED.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTIONOF ALL TEMPORARY SHORING AND BRACING, AND TEMPORARY EARTHRETENTION SYSTEMS, AS REQUIRED, TO PREVENT DAMAGE TO PERSONS ORPROPERTY.12.CONTROL JOINTS ARE REQUIRED IN SLABS-ON-GRADE. CONTRACTOR SHALLDETERMINE LOCATIONS OF JOINTS FOLLOWING THESE RULES:A.) TOTAL AREA OF CONCRETE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 400 SQUARE FEET.B.) MAXIMUM DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 24'-0".C.) ASPECT RATIO OF CONCRETE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 1.5-1.13.BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 4'-0" BELOWEXTERIOR GRADE.4" SLAB-ON-GRADEW/ 6"x6"-W2.9xW2.9 W.W.F. T.O.C.EL.= 62.7'18"=1'-0"ROOF FRAMING PLAN12" WIDE NOMINAL REINF. CMUBEARING WALL DOWN (TYP.)NOTE #112" WIDE CONC. RETAINING WALL REINFORCEDW/ #5@12" O.C. EA. WAY, EA. FACE. PROVIDEA 4'-6" WIDE x 12" DEEP FOOTINGW/ #5@12" O.C. EA. WAY, T&B.6S-2016S-201HSS4x4COL. (DOWN)HSS4x4COL. (DOWN)PRE-MANUFACTUREDWOOD ROOF TRUSS @2'-0" O.C. MAX (NOTE #7)WDL = 34 PLF TOP CHORD DEAD LOAD WLL = 60 PLF TOP CHORD SNOW LOADWDL = 16 PLF BOT. CHORD DEAD LOAD SEE ARCH SEE PLANN.T.S.PROFILE AWDL = 16 PLF BOT. CHORD DEAD LOAD SEE ARCH SEE PLANN.T.S.PROFILE CWDL = 16 PLF BOT. CHORD DEAD LOAD SEE ARCH SEE PLANN.T.S.PROFILE B1'-9"3'-6"SEE ARCHSEE ARCHDESIGN TRUSS TO ACCOMMODATE A3'-6"x1'-9"x5'-2" MECHANICAL UNIT(BOT. CHORD DEAD LOAD, P =750LB)DESIGN TRUSS TO ACCOMMODATE A MECHANICALUNIT (COORD. DIMENSIONS W/ EQUIP. MANUF.(BOT. CHORD DEAD LOAD, P =750LB)WDL = 34 PLF TOP CHORD DEAD LOAD WLL = 60 PLF TOP CHORD SNOW LOADWDL = 34 PLF TOP CHORD DEAD LOAD WLL = 60 PLF TOP CHORD SNOW LOADPPPP8"8"8"NO TRUSS MEMBERSIN THIS ZONE8"8"8"SEE ARCHSEE ARCHSEE ARCHCOORD. W/ EQUIP.MANUF.COORD. W/ EQUIP.MANUF.(PROFILE B) (PROFILE B) (PROFILE B) (PROFILE B) (PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C) (PROFILE C) (PROFILE C) (PROFILE C) (PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)(PROFILE C)ROOF FRAMING PLAN NOTES:1. INDICATES DIRECTION OF SPAN OF 58" PLYWOOD ROOF SHEATHING.PROVIDE 10d NAILS @ 4" O.C. AT PANEL EDGES. PROVIDE 10d NAILS @ 6" O.C.TO INTERMEDIATE 2x JOISTS OR ROOF TRUSSES.2.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS ANDROOF SLOPES NOT OTHERWISE INDICATED.3. INDICATES THE DOWNWARD SLOPE DIRECTION OF A STRUCTURALELEMENT.4."R" INDICATES THE REACTION AT THE END OF A BEAM, RAFTER OR TRUSS FORSELECTION OF A SUITABLE HANGER BY THE BUILDER.5.SEE TYPICAL DETAILS FOR CMU BOND BEAM HEADER REINFORCING. SEEARCH. DRAWINGS FOR SIZE OF OPENINGS.6.WHERE NOTED, PROVIDE A 134"x 18" LVL LEDGER FLUSH WITH THE BOTTOMCHORD OF THE WOOD ROOF TRUSSES. ANCHOR LEDGER TO CMU WALL WITHTWO ROWS OF 34"Ø THREADED STEEL RODS @ 16" O.C. SET 634" INTOGROUTED CMU WITH HILTI HIT HY270 ANCHORS.6A. WHERE NOTED, PROVIDE A 2x10 LEDGER ANCHORED TO CMU WALL WITH TWOROWS OF 34"Ø THREADED STEEL RODS @ 16" O.C. SET 634" INTO GROUTEDCMU WITH HILTI HIT HY270 ANCHORS7.ALL JOISTS SHALL HAVE A SLOPED TOP CHORD .THE DEPTH AT THE ENDS OFTHE JOISTS AND THE TYPICAL LOADING REQUIREMENTS ARE NOTED IN"PROFILE A" ON THIS SHEET. WHERE NOTED ON PLAN, JOISTS MUST BEDESIGNED FOR A SPECIAL CONFIGURATION AND LOADING CONDITION SEE"PROFILE B" AND "PROFILE C" ON THIS SHEET.8.THE MAXIMUM OPERATING WEIGHT FOR THE FOLLOWING:ERV-4 ------------ COORD. W/ EQUIP. MANUF.HP-3 ------------ COORD. W/ EQUIP. MANUF.HP-4 ------------ COORD. W/ EQUIP. MANUF.HP-5 ------------ COORD. W/ EQUIP. MANUFTHE ROOF STRUCTURE IS DESIGNED TO SUPPORT THE MECHANICAL UNITSSHOWN. IF THE SIZE OR THE LOCATION CHANGES, THE CONTRACTOR SHALLNOTIFY THE ARCHITECT IMMEDIATELY FOR REVIEW AND POSSIBLE REDESIGNOF THE STRUCTURE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THEEQUIPMENT MANUFACTURER PRIOR TO SHOP DRAWING SUBMISSION.9.ALL EXPOSED WOOD MEMBERS SHALL BE PRESSURE TREATED.NOTE #6NOTE #6NOTE #61S-201(SIM)3S-2012S-2014S-201NOTE #6HP-4(NOTE #8)HP-3(NOTE #8)ERV-4(NOTE #8)HP-5(NOTE #8)NOTE #6ANOTE #6A(2)-2x10 OUTRIGGERS @ 16" O.C.(R=500lb) W/ SIMPSON STRONG-TIEPA18 PURLIN ANCHORS @ 32" O.C.NOTE #1NOTE #12x10 OUTRIGGERS @ 16" O.C.(R=500lb) W/ SIMPSON STRONG-TIEPA18 PURLIN ANCHORS @ 48" O.C.HSS4x4x14" COL W/ 34"x10"x10"BASEPLATE W/ 4-34"Ø x 12" EMBED.ANCHOR RODS7S-2017S-2016S-2013S-201(PROFILE C)11S-201CBSEE ARCHSEE ARCHADE123SEE ARCHSEE ARCH.SEE ARCHHSEE ARCHH CBSEE ARCHSEE ARCH16"x16" R/C PIERREINFORCED W/ (4)-#6VERTS & #3 TIES @ 12" O.C.3'-6"x3'-6"x12" DEEPFOOTING REINFORCEDWITH (4)-#5 B.E.W.HSS4x4x14" COL W/ 34"x10"x10"BASEPLATE W/ 4-34"Ø x 12" EMBED.ANCHOR RODS16"x16" R/C PIERREINFORCED W/ (4)-#6VERTS & #3 TIES @ 12" O.C.3'-6"x3'-6"x12" DEEPFOOTING REINFORCEDWITH (4)-#5 B.E.W.EQ. (TYP)EQ. (TYP)EQ. (TYP.)EQ. (TYP.)[58'-0"][58'-0"][58'-0"][58'-0"][58'-0"][58'-0"] [59'-0"][58'-0"][58'-0"][58'-0"][60'-0"][59'-0"]FTG STEPFTG STEPFTG STEPFTG STEP© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.SOUZA, TRUE AND PARTNERS INC.STRUCTURAL ENGINEERS265 WINTER STREET, THIRD FLOORWALTHAM, MA 02451(617) 926 - 6100WWW.SOUZATRUE.COMST&PH:\2018\18242 Bertram Field\18242_S103.dwg S-103RONALD J. KILEYFACILITIES PLANS18-677AS NOTED05-18-2019NRPDESIGN DEVELOPMENT08-09-2019NRP90% CD ABC134" SLAB-ON-GRADEW/ 6"x6"-W2.9xW2.9 W.W.F.T.O.C. EL. = 65.5SEE ARCHSEE ARCHSEE ARCHSEE ARCH FOUNDATION / FIRST FLOOR PLAN NOTES:1.UNLESS OTHERWISE NOTED, NEW FIRST FLOOR SHALL BE 4" DEEP, 4000 PSINORMAL WEIGHT CONCRETE SLAB-ON-GRADE (SOIL-SUPPORTED)REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC (LOCATED 114" BELOWTOP OF SLAB).2.F0.0 INDICATES A FOOTING TYPE. REFER TO SCHEDULE ON THIS SHEET FORSIZE AND REINFORCING.3.[0'-0"] INDICATES THE ESTIMATED BOTTOM OF FOOTING ELEVATION. SEEGENERAL NOTES FOR ADDITIONAL INFORMATION.6.CONTRACTOR SHALL COORDINATE ALL SLOTS, INSERTS, DOWELS, SLEEVES,ETC., AND ALL ANCHORS PRIOR TO PLACING CONCRETE.7.FOR DIMENSIONS AND ELEVATIONS NOT INDICATED, REFER TOARCHITECTURAL DRAWINGS.8.REFER TO DRAWINGS S-001-S-002 FOR GENERAL NOTES AND TYPICAL DETAILS.9.CONSTRUCTION JOINTS IN ALL CONCRETE FOUNDATION WALLS SHALL NOTEXCEED 40 LINEAR FEET, UNLESS CONTROL JOINTS ARE PROVIDED TO MEETSAME. SEE TYPICAL DETAILS FOR ADDITIONAL INFORMATION.10.PROVIDE ADDITIONAL REINFORCEMENT AT ALL CONSTRUCTION JOINTS, ASREQUIRED.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND EXECUTIONOF ALL TEMPORARY SHORING AND BRACING, AND TEMPORARY EARTHRETENTION SYSTEMS, AS REQUIRED, TO PREVENT DAMAGE TO PERSONS ORPROPERTY.12.CONTROL JOINTS ARE REQUIRED IN SLABS-ON-GRADE. CONTRACTOR SHALLDETERMINE LOCATIONS OF JOINTS FOLLOWING THESE RULES:A.) TOTAL AREA OF CONCRETE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 400 SQUARE FEET.B.) MAXIMUM DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 24'-0".C.) ASPECT RATIO OF CONCRETE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 1.5-1.13.BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 4'-0" BELOWEXTERIOR GRADE.18"=1'-0" FOUNDATION/ FIRST FLOOR PLAN18"=1'-0"ROOF FRAMING PLAN(3)-134"x914" DEEP LVL's(2)-13 4"x18" DEEP LVL's(2)-13 4"x18" DEEP LVL's(3)-134"x914" DEEP LVL's(3)-134"x914" DEEP LVL's(3)-134"x914" DEEP LVL's16"x16" R/C PIER REINFORCEDW/ (4)-#6 VERTS & #3 TIES @12" O.C. (TYP. OF 6)3'-6"x3'-6"x12" DEEP FOOTINGREINFORCED WITH (4)-#5B.E.W. (TYP. OF 6)6x6 P.T. SOUTHERNPINE NO.1 WOOD POST.6x6 P.T. SOUTHERNPINE NO.1 WOOD POST.6x6 P.T. SOUTHERNPINE NO.1 WOOD POST.6x6 P.T. SOUTHERN PINE NO.1 WOOD POST.6x6 P.T. SOUTHERNPINE NO.1 WOOD POST.6x6 P.T. SOUTHERNPINE NO.1 WOOD POST.6x6 P.T. SOUTHERNPINE NO.1 WOOD POST.6x6 P.T. SOUTHERNPINE NO.1 WOOD POST.EQ. (TYP)EQ. (TYP)EQ. (TYP)EQ. (TYP)AC123SEE ARCHSEE ARCH 2BSEE ARCHSEE ARCHROOF FRAMING PLAN NOTES:1. INDICATES DIRECTION OF SPAN OF 58" PLYWOOD ROOF SHEATHING.PROVIDE 10d NAILS @ 4" O.C. AT PANEL EDGES. PROVIDE 10d NAILS @ 6" O.C.TO INTERMEDIATE 2x JOISTS OR ROOF TRUSSES.2.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS ANDROOF SLOPES NOT OTHERWISE INDICATED.3. INDICATES THE DOWNWARD SLOPE DIRECTION OF A STRUCTURALELEMENT.4."R" INDICATES THE REACTION AT THE END OF A BEAM, RAFTER OR TRUSS FORSELECTION OF A SUITABLE HANGER BY THE BUILDER.5.SEE TYPICAL DETAILS FOR CMU BOND BEAM HEADER REINFORCING. SEEARCH. DRAWINGS FOR SIZE OF OPENINGS.6.WHERE NOTED, PROVIDE A 134"x 18" LVL LEDGER FLUSH WITH THE BOTTOMCHORD OF THE WOOD ROOF TRUSSES. ANCHOR LEDGER TO CMU WALL WITHTWO ROWS OF 34"Ø THREADED STEEL RODS @ 16" O.C. SET 634" INTOGROUTED CMU WITH HILTI HIT HY270 ANCHORS.6A. WHERE NOTED, PROVIDE A 2x10 LEDGER ANCHORED TO CMU WALL WITH TWOROWS OF 34"Ø THREADED STEEL RODS @ 16" O.C. SET 634" INTO GROUTEDCMU WITH HILTI HIT HY270 ANCHORS7.ALL JOISTS SHALL HAVE A SLOPED TOP CHORD .THE DEPTH AT THE ENDS OFTHE JOISTS AND THE TYPICAL LOADING REQUIREMENTS ARE NOTED IN"PROFILE A" ON THIS SHEET. WHERE NOTED ON PLAN, JOISTS MUST BEDESIGNED FOR A SPECIAL CONFIGURATION AND LOADING CONDITION SEE"PROFILE B" ON THIS SHEET.8.THE MAXIMUM OPERATING WEIGHT FOR THE FOLLOWING:RP-1 ------------ COORD. W/ EQUIP. MANUF.HP-4 ------------ COORD. W/ EQUIP. MANUF.THE ROOF STRUCTURE IS DESIGNED TO SUPPORT THE MECHANICAL UNITSSHOWN. IF THE SIZE OR THE LOCATION CHANGES, THE CONTRACTOR SHALLNOTIFY THE ARCHITECT IMMEDIATELY FOR REVIEW AND POSSIBLE REDESIGNOF THE STRUCTURE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THEEQUIPMENT MANUFACTURER PRIOR TO SHOP DRAWING SUBMISSION.9.EXTERIOR WALLS SHALL BE 2x6 STUDS @16" O.C. WITH 1/2" PLYWOODSHEATHING. PROVIDE DOUBLE 2x6 PLATES AND SILLS. PROVIDE 2x6 BLOCKINGAT ALL HORIZONTAL PLYWOOD JOINTS. PROVIDE 10d NAILS @ 4" O.C. ALONGALL STUDS AT PANEL EDGES, BLOCKING AND EACH PLY OF PLATES AND SILLS.PROVIDE 10d NAILS @ 6" O.C. AT INTERMEDIATE STUDS. SLOPE DOUBLE TOPPLATES TO MATCH ROOF SLOPE.10.ALL EXPOSED WOOD MEMBERS SHALL BE PRESSURE TREATED.6S-2016S-201NOTE #6 8S-201PRE-MANUFACTUREDWOOD ROOF TRUSS @2'-0" O.C. MAX (NOTE #7)NOTE #6A NOTE #6A(2)-2x10 OUTRIGGERS @ 16"O.C. (R=500lb) W/ SIMPSONSTRONG-TIE PA18 PURLINANCHORS @ 32" O.C.(2)-2x10 OUTRIGGERS @ 16"O.C. (R=500lb) W/ SIMPSONSTRONG-TIE PA18 PURLINANCHORS @ 32" O.C.4S-2019S-2017S-2017S-2011S-201(2)-134"x914" DEEP LVL's10S-2019S-2016x6 P.T. SOUTHERNPINE NO.1 WOOD POST.2x10 OUTRIGGERS @ 16" O.C.2x10 OUTRIGGERS @ 16" O.C.2x10 OUTRIGGERS @ 16" O.C.2x10 OUTRIGGERS @ 16" O.C.NOTE #9 NOTE #9 RP-1(NOTE #8)RP-1(NOTE #8)WDL = 34 PLF TOP CHORD DEAD LOAD WLL = 60 PLF TOP CHORD SNOW LOADWDL = 16 PLF BOT. CHORD DEAD LOAD SEE ARCH SEE PLANN.T.S.PROFILE AWDL = 16 PLF BOT. CHORD DEAD LOAD SEE ARCH SEE PLANN.T.S.PROFILE BSEE ARCHDESIGN TRUSS TO ACCOMMODATE A MECHANICALUNIT (COORD. DIMENSIONS W/ EQUIP. MANUF.(BOT. CHORD DEAD LOAD, P =750LB)WDL = 34 PLF TOP CHORD DEAD LOAD WLL = 60 PLF TOP CHORD SNOW LOADPP8"8"8"NO TRUSS MEMBERSIN THIS ZONESEE ARCHSEE ARCHCOORD. W/ EQUIP.MANUF.COORD. W/ EQUIP.MANUF.(PROFILE B)(PROFILE B)(PROFILE B)(PROFILE B)HP-4(NOTE #8)(PROFILE B)(PROFILE B)[62'-0"]FTG STEP[62'-0"][62'-0"][62'-0"][62'-0"][62'-0"][62'-0"][62'-0"][63'-0"][62'-0"]FTG STEP[62'-0"][62'-0"]© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.SOUZA, TRUE AND PARTNERS INC.STRUCTURAL ENGINEERS265 WINTER STREET, THIRD FLOORWALTHAM, MA 02451(617) 926 - 6100WWW.SOUZATRUE.COMST&PH:\2018\18242 Bertram Field\18242_S104.dwg S-104CONCESSIONSBUILDING PLANS18-677AS NOTED05-18-2019NRPDESIGN DEVELOPMENT08-09-2019NRP90% CD 18"=1'-0"BLEACHER FOUNDATION PLAN13'-6"±13'-6"±13'-6"±18'-012"±18'-012"±18'-012"±1234COL.COL.COL.COL.(V.I.F.)18'-012"±COL.18'-012"±COL.REINF. W/ #6@12" O.C. T. & B., EA. WAYT.O.C. EL.= SEE ARCH.NEW 12" LIFT SLABLIFTPIT12" WIDE C.I.P. FOUNDATIONWALL REINFORCED W/ #4@12"O.C. EACH WAY, EACH FACE.2'-0" WIDE x 12" DEEPFOOTING W/ (2)- #5 CONT. B.E.W. (BOTTOM OFFOOTING, TO BE 4'-0" BELOW GRADE, MIN.)(SEE ARCH)(SEE ARCH.)HSS3x3x14 COL.DOWN (TYP. OF 20)W12x14W12x14W12x14W12x14 (CANT.)NOTE #1A18"=1'-0"NEW PRESS BOX PLATFORM FRAMING PLANACOL.COL.(SEE ARCH.)(SEE ARCH.)1S-1052318'-012"±(SEE ARCH.)(SEE ARCH.)NEW PRESS BOXLIFT (BY OTHERS)4118'-012"18'-012"W12x14 (CANT.) W12x14 (CANT.) W12x14 (CANT.) W12x14 (CANT.) W10x12 (CANT.) W12x14 (CANT.) W12x14 (CANT.) W12x14 (CANT.) W12x14 (CANT.)W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14W12x14NEWL4x4 KICKER(TYP. OF 6)134"=1'-0"SECTION(SEE ARCH.)(SEE ARCH)COL.COL.NEW W12 BEAM(SEE PLAN)NEW HSS3x3 COL.(SEE PLAN)NEW HSS3x3 COL.(SEE PLAN)NEW GALV SEELDECK (SEE PLAN)NEW W12 BEAM(SEE PLAN)NEW W12 BEAM(SEE PLAN)NEW 38" THICK WEBSTIFFENERS (WELDED EA. SIDE)NEW 38" THICK WEBSTIFFENERS (WELDED EA. SIDE)NEW T.O.S. EL.(SEE ARCH.)NEW 12" THICK CAP PLATEW/ (4)-34"Ø BOLTS (TYP.)NEW 12" THICK BASE PLATEW/ (4)-34"Ø BOLTS (TYP.)(e) W14 REINFORCED WITHNEW MC10x22 CENTERED IN WEB18"=1'-0"BLEACHER FRAMING PLAN3'-0"±2'-3" ±E.Q.E.Q.E.Q.E.Q.E.Q.E.Q.E.Q.E.Q.E.Q.13'-6"±13'-6"±13'-6"±18'-012"±18'-012"±18'-012"±1234COL.COL.COL.COL.2'-3" ±(V.I.F.)18'-012"±COL.18'-012"±COL.E.Q.E.Q.E.Q.E.Q.E.Q.E.Q.(TYP.)NOTE #1NOTE #1NOTE #1FRAMING PLAN NOTES:1. INDICATES THE SPAN DIRECTION OF (e) ALUMINUMBLEACHER SYSTEM.1A. INDICATES THE SPAN DIRECTION OF NEW 112" DEEPx 18 GA. GALV. STEEL FLOOR DECKING.2.TOP OF STEEL EL= FIELD VERIFY.3.ALL DIMENSIONS NOTED (±) SHALL BE VERIFIED IN FIELD BYTHE CONTRACTOR PRIOR TO THE SUBMISSION OF SHOPDRAWINGS. SHOP DRAWINGS THAT DO NOT INCLUDE FIELDVERIFIED DIMENSIONS WILL BE REQUIRED TO BERESUBMITTED PRIOR TO APPROVAL.4.REFER TO DRAWINGS S-001 AND S-002 FOR GENERAL NOTESAND TYPICAL DETAILS.5.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS ANDELEVATIONS NOT SHOWN.6. INDICATES THE DOWNWARD SLOPE DIRECTION OF ASTRUCTURAL ELEMENT.7.ALL NEW STEEL SHALL BE HOT-DIPPED GALVANIZED.8.ALL WELDS AND BLEMISHES TO BE PAINTED W/ A ZINC RICHPRIMER.0" (TYP.)0" (TYP.) 0" (TYP.)0" (TYP.)AS-100NEW HSS3x3x14 COL.UP (TYP. OF 20)(e) W14x30 (CANT.)REINFORCED WITH NEWMC10x22 CENTERED IN WEB0" (TYP.)(e) W14x30 (CANT.)REINFORCED WITH NEWMC10x22 CENTERED IN WEB0" (TYP.)ANEW HSS4x4x38DIAGONAL BRACEFOUNDATION NOTES:1.FOR DIMENSIONS NOT INDICATED, REFER TO ARCHITECTURAL DRAWINGS.2.REFER TO DWG. S-001 AND S-002 FOR GENERAL NOTES & TYPICAL DETAILS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN ANDEXECUTION OF ALL TEMPORARY SHORING AND BRACING, AND TEMPORARYEARTH RETENTION SYSTEMS, AS REQUIRED, TO PREVENT DAMAGE TOPERSONS OR PROPERTY.COL12NEW HSS4x4x38 DIAGONAL W/NEW WELDED CONNECTION(BY STEEL FABRICATOR)(e) 34"Ø STEEL ROD X-BRACINGTO BE REMOVED (TYP.)(e) W-BEAM (SEE PLAN)(e) W-COL. (SEE PLAN) (e) W-COL. (SEE PLAN) (e) W-COL. (SEE PLAN)N.T.S.BRACE FRAME ELEVATIONATOP OF STEELEL. (SEE ARCH.)EXTERIOR GRADEEL. (SEE ARCH.)© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.SOUZA, TRUE AND PARTNERS INC.STRUCTURAL ENGINEERS265 WINTER STREET, THIRD FLOORWALTHAM, MA 02451(617) 926 - 6100WWW.SOUZATRUE.COMST&PH:\2018\18242 Bertram Field\18242_S105.dwg S-105PRESS BOX PLANS18-677AS NOTED05-18-2019NRPDESIGN DEVELOPMENT08-09-2019NRP90% CD 10d NAILS@ 4" O.C.SEE ARCH. DWG'S. FORROOF PITCH (TYP.)LVL LEDGER(SEE PLAN)PRE-MANUFACTURED WOODROOF TRUSS (SEE PLAN)234"=1'-0"SECTIONLVL LEDGER(SEE PLAN)PRE-MANUFACTURED WOODROOF TRUSS (SEE PLAN)16" FULLY GROUTED BONDBEAM W/ 2-#7 CONT.OPENING BELOWSEE ARCH PLYWOOD ROOFSHEATHINGPLYWOOD ROOFSHEATHINGBEVELED 2x12 CONTIN. LEDGER W/ TWO ROWSOF 58"Ø THREADED STEEL RODS @ 16" O.C. SET4" INTO CMU W/ HILTI HIT HY270 ANCHORSBEVELED 2x6 CONTIN. LEDGER W/ 12"ØTHREADED STEEL RODS @ 24" O.C. SET 4"INTO CMU W/ HILTI HIT HY270 ANCHORS2x12 CONTIN. PLATE W/ 34"Ø x 8" EMBED.THREADED RODS @ 24" O.C. SET INTOCMU W/ HILTI HIT HY270 ANCHORS134"=1'-0"SECTION2'-0"LCLCPRE-MANUFACTURED WOODROOF TRUSS (SEE PLAN)PLYWOOD ROOFSHEATHING334"=1'-0"SECTIONSEE PLAN10d NAILS@ 4" O.C.SEE ARCH. DWG'S. FORROOF PITCH (TYP.)6"6"1'-6"1'-0"BOT. OF FTG. EL.(SEE PLAN - TYP.)#5@12" O.C. EACHWAY EACH FACE(2) - #5 BOT.CONT.34"=1'-0"SECTION5JOINT(SEE ARCH)8"TOP OF SLAB EL.(SEE PLAN)4"1'-0"54" CONC. SLAB-ON-GRADEREINF. W/ WWF (SEE PLAN)1'-0"TOP OF SLAB EL.(SEE PLAN)4"8"1'-3"4" CONC. SLAB-ON-GRADEREINF. W/ WWF (SEE PLAN)8" FULLY GROUTED CMU WALL REINF.W/ #5 @ 48" O.C. VERT. (CTR.) & 9 GA.TRUSS TYPE HORIZ. REINF. @ 16" O.C.9"9"1'-0"1'-0"BOT. OF FTG. EL.(SEE PLAN - TYP.)#4 @ 12" O.C. EACHWAY EACH FACE(2) - #5 BOT.CONT.4" CONC. SLAB-ON-GRADEREINF. W/ WWF (SEE PLAN)34"=1'-0"SECTION6TOP OF SLAB EL.(SEE PLAN)PROPOSEDEXTERIOR GRADEDOWELS TO MATCHVERTICAL REINFORCING4'-0" MINIMUM BELOW GRADE 434"=1'-0"SECTION16" FULLY GROUTED BONDBEAM REINF. W/ 2-#5 CONT.16" FULLY GROUTED BONDBEAM REINF. W/ 2-#5 CONT.16" FULLY GROUTED BONDBEAM REINF. W/ 2-#5 CONT.16" FULLY GROUTED BONDBEAM REINF. W/ 2-#5 CONT.PRE-MANUFACTURED WOODROOF TRUSS (SEE PLAN)PLYWOOD ROOFSHEATHINGSEE ARCH. DWG'S. FORROOF PITCH (TYP.)16" FULLY GROUTED BONDBEAM REINF. W/ 2-#5 CONT.8" FULLY GROUTED CMU WALLREINF. W/ #5 @ 48" O.C. VERT. & 9GA. TRUSS TYPE REINF. @ 16" O.C.DOWELS TO MATCHVERTICAL REINFORCINGJOINT(SEE ARCH)12" FULLY GROUTED CMU WALL REINF.W/ #6 @ 48" O.C. VERT. (CTR) & 9 GA.TRUSS TYPE HORIZ. REINF. @ 16" O.C.2x8 CONTIN. PLATE W/ 34"Ø x 8" EMBED.THREADED RODS @ 24" O.C. SET INTOCMU W/ HILTI HIT HY270 ANCHORS2x12 CONTIN. PLATE W/ 34"Ø x 8" EMBED.THREADED RODS @ 24" O.C. SET INTOCMU W/ HILTI HIT HY270 ANCHORS16" FULLY GROUTED BONDBEAM REINF. W/ 2-#5 CONT.34"=1'-0"SECTION7(1)-#5 CONT.(2)-2x10 OUTRIGGERS@ 16" O.C.SIMPSON STRONG-TIE PA18 PURLINANCHORS (6" EMBED) @ 32" O.C.FASTENED TO (2)-2x10's W/ (12)-10D NAILSPLYWOOD ROOFSHEATHING (SEE PLAN)12" FULLY GROUTED CMU WALL REINF.W/ #6 @ 48" O.C. VERT. (CTR) & 9 GA.TRUSS TYPE HORIZ. REINF. @ 16" O.C.12" FULLY GROUTED CMU WALL REINF.W/ #6 @ 48" O.C. VERT. (CTR) & 9 GA.TRUSS TYPE HORIZ. REINF. @ 16" O.C.12" FULLY GROUTED CMU WALL REINF.W/ #6 @ 48" O.C. VERT. (CTR) & 9 GA.TRUSS TYPE HORIZ. REINF. @ 16" O.C.SIMPSON STRONG-TIELUS48 HANGER OR EQ.(R=500lb)TOP OF SHEATHINGEL. (SEE ARCH)TOP OF SHEATHINGEL. (SEE ARCH)34"=1'-0"SECTION8PRE-MANUFACTURED WOODROOF TRUSS (SEE PLAN)PLYWOOD ROOFSHEATHINGSEE ARCH. DWG'S. FORROOF PITCH (TYP.)SIMPSON STRONG-TIEHANGER OR EQ.(BY TRUSS MANUF.)LVL BEAM (SEE PLAN)SIMPSON STRONG-TIE HANGER OR EQ.(BY TRUSS MANUF.)REFER TO PLAN NOTESFOR WALL CONSTRUCTION12" PLYWOOD SHEATHINGANCHOR SILL TO CONTIN. TOP PL. W/PAIRS OF SIMPSON STRONG-TIESDS25600 SCREWS @ 16" O.C.; SPLICETOP PL. W/ 8- 16d NAILS (TYP.)2'-0"LCLCLVL BEAM(SEE PLAN)34"=1'-0"SECTION9SEE PLANMAXMAXPRE-MANUFACTURED WOODROOF TRUSS (SEE PLAN)SIMPSON STRONG-TIE LS90 FULLYNAILED WITH 10d x 112" NAILS2'-6"MAXSIMPSON STRONG-TIEHANGER OR EQ.(BY TRUSS MANUF.)2'-6"MAX134"x914" LVL (CONT.) W/ 3 ROWS OF 58"ØTHROUGH BOLTS @ 16" O.C.2x10 (CONT.)2x10 (CONT.)2x10 OUTRIGGERS@ 16" O.C.TOP OF SHEATHINGEL. (SEE ARCH)SIMPSON STRONG-TIE LUS28 FULLYNAILED HANGERS AT EACH 2x10PLYWOOD ROOF SHEATHING(SEE PLAN)2x10SIMPSON STRONG-TIELS90 FULLY NAILED WITH10d x 112" NAILS2x10 OUTRIGGER ATEACH WALL STUD2"2"2" 15 8"10- SIMPSON STRONG-TIESDS25300 SCREWS1"134"2x6 BLOCKING BETWEENOUTRIGGERS WITH 2- 16dNAILS INTO EACH STUDSIMPSON STRONG-TIE MSTC48B3PRE-BENT STRAP @ EA JOIST FULLYNAILED W/ 10d NAILSPLYWOOD ROOFSHEATHING(SEE PLAN)PLYWOOD ROOFSHEATHINGSEE ARCH. DWG'S. FORROOF PITCH (TYP.)SIMPSON STRONG-TIE LS90 FULLYNAILED WITH 10d x 112" NAILS2'-6"MAX134"x914" LVL (CONT.) W/ 3 ROWS OF 58"ØTHROUGH BOLTS @ 16" O.C.2x10 (CONT.)2x10 OUTRIGGERS@ 16" O.C.TOP OF SHEATHINGEL. (SEE ARCH)SIMPSON STRONG-TIE LUS28 FULLYNAILED HANGERS AT EACH 2x10SIMPSON STRONG-TIE MSTC48B3PRE-BENT STRAP @ EA JOIST FULLYNAILED W/ 10d NAILSPLYWOOD ROOFSHEATHING(SEE PLAN)34"=1'-0"SECTION1012" PLYWOOD SHEATHINGPRE-MANUFACTURED WOODROOF TRUSS (SEE PLAN)LVL BEAM (SEE PLAN)2'-6"1'-0"1'-0"1'-0"BOT. OF FTG. EL.(SEE PLAN - TYP.)#5 @ 12" O.C. EACHWAY EACH FACE #5@12" O.C.E.W. T&B. CONT.4" CONC. SLAB-ON-GRADEREINF. W/ WWF (SEE PLAN)34"=1'-0"SECTION11TOP OF SLAB EL.(SEE PLAN)PROPOSEDEXTERIOR GRADEDOWELS TO MATCHVERTICAL REINFORCING4'-0" MINIMUM BELOW GRADE JOINT(SEE ARCH)CONT. 2x6RIBBON© 2018BEACONARCHITECTURAL ASSOCIATES145 South StreetBoston, MA 02111T 617.357.7171www.beaconarch.comDATEISSUE DATESBYDESCRIPTIONPROJECTPowder House LaneSalem, MA 01970JOB NUMBERSCALEDRAWING NAMEDRAWING NO.SOUZA, TRUE AND PARTNERS INC.STRUCTURAL ENGINEERS265 WINTER STREET, THIRD FLOORWALTHAM, MA 02451(617) 926 - 6100WWW.SOUZATRUE.COMST&PH:\2018\18242 Bertram Field\18242_S201.dwg S-201SECTIONS18-677AS NOTED05-18-2019NRPDESIGN DEVELOPMENT08-09-2019NRP90% CD ABBREVIATIONS AFF ABOVE FINISH FLOOR AP ACCESS PANEL ARCH ARCHITECT BLDG BUILDING CFM CUBIC FEET PER MINUTE CLG CEILING CO CLEANOUT CONT CONTINUATION CW COLD WATER DF DRINKING FOUNTAIN DN DOWN DWG DRAWING EL/ELEV ELEVATION FCO FLOOR CLEANOUT FFE FINISH FLOOR ELEVATION FLR FLOOR GC GENERAL CONTRACTOR GPF GALLONS PER FLUSH GPM GALLONS PER MINUTE HW HOT WATER HWR HOT WATER RETURN INV INVERT IW INDIRECT WASTE LPC LIMIT OF PLUMBING CONTRACTOR MECH MECHANICAL MSB MOP SERVICE BASIN-FIXTURE IDENTIFICATION NTS NOT TO SCALE OED OPEN END DRAIN PC PLUMBING CONTRACTOR PLBG PLUMBING PSI POUNDS PER SQUARE INCH SA SHOCK ABSORBER SH SHOWER-FIXTURE IDENTIFICATION SK SINK-FIXTURE IDENTIFICATION SPEC SPECIFICATION TYP TYPICAL UR URINAL V VENT VIV VALVE IN VERTICAL VS VENT STACK VTR VENT THRU ROOF W WASTE WM WASHING MACHINE FD FLOOR DRAIN CO CLEANOUT FCO FLOOR CLEANOUT P-TRAP ELBOW UP OR RISE ELBOW DOWN OR DROP CAP OR END OF PIPE HB HOSE BIBBHB CW COLD WATER HW HOT WATER HWR HOT WATER RETURN S or W SOIL OR WASTE ABOVE GROUND V VENT ABOVE GROUND NCW NON POTABLE COLD WATER LEGEND TEE LOOKING UP TEE LOOKING DOWN UNION VIV VALVE IN VERTICAL STRAINER WHA/SA WATER HAMMER ARRESTOR/SHOCK ABSORBER FLOW IN DIRECTION OF ARROW DIRECTION OF SLOPE PIPE SLEEVE NCW SYMBOL ABBREV DESCRPTION BALL VALVE CHECK VALVE MV MIXING VALVE BALANCING VALVE T&P TEMPERATURE AND PRESSURE RELIEF VALVE VACUUM RELIEF VALVE AQUASTAT THERMOMETER PRV PRESSURE REDUCING/REGULATING VALVE PG PRESSURE GAUGE TMW TEMPERED WATER WC WATER CLOSET ELEC ELECTRICAL CP CHROME PLATED GPC GALLONS PER CYCLE TP TRAP PRIMER GWH GAS PIPED WATER HEATER TP TRAP PRIMERTP CA COMPRESSED AIRCA GW GARAGE WASTEGW GV GARAGE VENTGV SV SEPARATOR VENTSV CV CHAMBER VENTCV S/W SOIL OR WASTE PIPING BELOW FLORS WTS WATER TIGHT SEAL RPZBFP REDUCED PRESSURE BACKFLOW PREVENTOR RPBP REDUCED PRESSURE BACKFLOW PREVENTOR WH WALL HYDRANT NG NATURAL GAS W & T WASTE AND TRAP 1.CONTRACTOR SHALL BE FAMILIAR WITH ALL CONTRACT DOCUMENTS FOR ALL TRADES AND COORDINATE WITH OTHER CONTRACTORS. 2.THE DRAWINGS ARE DIAGRAMMATIC ONLY; FINAL ROUTING OF PIPING, FIXTURE AND EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD. PROVIDE ALL ADDITIONAL OFFSETS, ELBOWS, ETC., AT NO ADDITIONAL COST TO THE OWNER. 3.CONSTRUCT AND INSTALL ALL PLUMBING IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF MASSACHUSETTS 248 CMR 10 UNIFORM STATE PLUMBING CODE. 4.PROVIDE ISOLATION VALVES AT ALL BRANCH TAKE-OFFS. 5.MINIMUM SIZE OF WATER SUPPLY, WATER RETURN AND DRAIN PIPING SHALL BE 3/4" UNLESS OTHERWISE NOTED. 6.COORDINATE ALL ELECTRICAL AND MECHANCIAL REQUIREMENTS WITH THE ELECTRICAL AND MECHANCIAL CONTRACTORS. 7.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR FINAL LOCATIONS OF FIXTURES AND MOUNTING HEIGHTS. 8.PROVIDE ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE PLUMBING SYSTEMS WORK COMPLETE AND READY FOR OPERATION. 9.PROVIDE (FURNISH AND INSTALL) ALL PLUMBING WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES. 10.INSTALL ALL PLUMBING EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 11.FURNISH TO THE APPROPRIATE CONTRACTOR ALL INFORMATION REQUIRED FOR SETTING OF WALL, ROOF AND PARTITION OPENINGS FOR PLUMBING WORK. THIS INFORMATION SHALL BE FURNISHED IN A TIMELY MANNER SUCH THAT CONSTRUCTION SCHEDULE IS NOT JEOPARDIZED. 12.FIELD MEASURE THE EXACT SIZES AND VERIFY ALL OPENINGS FOR PIPE PENETRATIONS PRIOR TO SUBMISSION OF SHOP DRAWINGS AND INSTALLATION. GENERAL NOTES CONSTRUCTION NOTES LCW LAB COLD WATER LHW LAB HOT WATER NEW CONNECTION PES PLUMBING DESIGNATOR 1.SOME PIPING ON THE FLOOR PLANS IS SHOWN WITHOUT VALVES ETC. FOR CLARITY PURPOSES. THE PLUMBING CONTRACTOR SHALL PROVIDE DRAIN VALVES AND SHUTOFF VALVES AT ALL TAKEOFFS. 2.REFER TO THE ARCHITECTURAL DETAILED DRAWINGS AND COORDINATE ALL LOCATIONS OF ALL FIXTURES WITH ARCHITECT IN THE FIELD. 3.PLUMBING CONTRACTOR SHALL INSTALL TRAP PRIMER VALVES FOR ALL FLOOR DRAINS LOCATED WITHIN BUILDING. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF TRAP PRIMER VALVE AND WATER PIPING IN FIELD. 4.PRIOR TO START OF INSTALLATION OF BELOW SLAB PIPING, PLUMBING CONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH STRUCTURAL FOOTINGS, GRADE BEAMS, ETC. WITH GENERAL CONTRACTOR. 5.PRIOR TO INSTALLATION OF PIPING BELOW SLAB, PLUMBING CONTRACTOR SHALL COORDINATE ALL INVERT ELEVATIONS WITH THE GENERAL CONTRACTOR AND THE STRUCTURE. 6.NOT ALL BRANCH PIPING AND OR OFFSETS FOR SOIL, WASTE, VENT AND DOMESTIC WATER PIPING IS SHOWN FOR CLARITY PURPOSES. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO OWN THE PROVISION OF THIS PIPING DURING BIDDING AND CONSTRUCTION. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL NECESSARY FIRESTOPPING OF SLEEVES & PIPING PENETRATING ALL RATED PARTITIONS, FLOORS, AND CEILINGS FOR THEIR OWN WORK. 8.PLUMBING CONTRACTOR SHALL PROVIDE STOPS ON SUPPLIES TO ALL FIXTURES. 9.ALL WASTE/SANITARY RISER SHALL HAVE A CLEANOUT AT THEIR BASE. 10.PLUMBING VALVES SHALL BE INSTALLED NO MORE THAN 12'-0" ABOVE FINISHED FLOOR. 11.PIPING SHALL BE SLOPED IN ACCORDANCE WITH 248 CMR 10:00 UNIFORM STATE PLUMBING CODE. WASTE PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8"/1'-0", WASTE PIPING LESS THAN 3" SHALL BE SLOPED 1/4"/1'-0". VENT PIPING SHALL BE CONTINUOSLY SLOPED IN ACCORDANCE WITH 248 CMR 10:00. © P-1P-3A P-3 4" VTR 4" W DN P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-3A P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-3 FD-2 FD-2 FD-2 FD-2 FD-1 FD-1 1-1/2" W 1-1/4" V (TYP ALL P-3) 2" W 3" V 2" W3" V 4" VTR 4" W DN 4" W DN 3" V DN 2" W 2" V (TYP ALL P-4) P-4 2" V FD-2 FD-2 FD-2 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 3" V3" V4" W3" W 1-1/2" W 1-1/4" V (TYP ALL P-3) P-1 2" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 2" W2" W 2" V 4" W 2" V (TYP ALL P-1) 4" W 2" V (TYP ALL P-1) 3" V 3" V 2" V3" V 3" V 4" VTR 4" W DN 3" V 4" W 2" V (TYP ALL P-1) 4" W4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W EXTEND CLEAN OUT TO WALL AND PROVIDE ACCESS PANEL. EXTEND CLEAN OUT TO WALL AND PROVIDE ACCESS PANEL. FCO FD-2 P-5 2" V DN 2" V DN 2" V DN 2" V DN 2" V DN 2" V DN 2" V DN 4" CW 3" CW 4" CW METER AND RPZ BACKFLOW PREVENTER. PROVIDE AIR GAP AND FIELD ROUTE TO DRAIN. 2" CW HB-1 HB-1 HB-1 HB-1 HB-1 HB-1 HB-1 3/4" CW (TYP ALL P-4) P-1P-3 P-3 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-4 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-3 P-3 P-3 P-3 P-3 P-3 P-3 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-1 1" CW (TYP ALL P-1) 1" CW (TYP ALL P-1) 1/2" CW (TYP ALL HB-1) 1/2" CW TO EHW-1 (TYP ALL EWH-1) SEE NOTE 1 EWH-1EWH-1EWH-1EWH-1EWH-1 3" CW EWH-1 EWH-1 EWH-1 EWH-1 1/2" CW (TYP ALL HB-1) 1" CW (TYP ALL P-1) EWH-2 1/2" CW TO EHW-2 1/2" C&HW TO P-3 EWH-2 1/2" CW TO EHW-2 1/2" C&HW TO P-3 1/2" CW TO EHW-1 (TYP ALL EWH-1) SEE NOTE 1 1/2" C&HW TO P-3 (TYP ALL P-3) 1" CW P-5 EWH-1 1/2" CW 1/2" CW TO EHW-1 1/2" C&HW TO P-5 HB-1 1/2" CW 1/2" C&HW TO P-3 (TYP ALL P-3) 4" CW DN SEE CIVIL PLAN FOR CONTINUATION. PLUMBING CONTRACTOR SCOPE EXTENDS TO 10'-0" BEYOND BUILDING. 4" W UP6" W10' - 0" (TYP) SEE CIVIL PLAN FOR CONTINUATION. PLUMBING CONTRACTOR SCOPE EXTENDS 10'-0" BEYOND BUILDING. 4" W UP 4" CW UP 4" W 4" W UP 4" W UP 4" W UP TO FCO 4" W UP 4" W UP 4" W 4" W UP 3/4" W UP 3/4" CW UP 4" W&T UP 4" W&T UP 4" W UP TO FCO 2" W&T UP2" W 2" W&T UP2" W 2" W&T UP 2" W 2" W&T UP 2" W 2" W&T UP 2" W 2" W&T UP 2" W 3" W&T UP 3" W 2" W&T UP 2 (1-1/2)" V UP 2" V UP2" V UP 2" V UP 2" V UP 2" V UP2" V UP 2" V UP 2" V UP NOTES: 1.EWH-1 SHALL BE INSTALLED UNDER SINK SUCH THAT PIPING RUNS TO LAVATORY SINKS ARE INSTALLED IN ACCORDANCE WITH IECC 2015 EDITION TABLE C404.5.1. 2.TRAP PRIMERS SHALL BE PROVIDED AT ALL FLOOR DRAINS. PIPING AND PRIMERS NOT SHOWN FOR DRAWING CLARITY. SEE DETAIL ON P-501. 3.PROVIDE WATER HAMMER ARRESTORS AT EACH CHASE OR EACH STAND ALONE PLUMBING FIXTURE. SEE SCHEDULE FOR ARRESTOR SIZING. ARRESTORS NOT SHOWN FOR DRAWING CLARITY. © 4" W SEE CIVIL PLAN FOR CONTINUATION. PLUMBING CONTRACTOR SCOPE EXTENDS TO 10'-0" BEYOND BUILDING. 10' - 0" 4" W UP4" W UP TO FCO 2" W&T UP 2" W&T UP 2" VUP 2" V UP 2" W&T UP2" W&T UP 2" W&T UP 2" W&T UP 2" VUP2" VUP P-1 P-1 P-4 P-3 P-3 P-3 P-1 P-1 P-1 P-4 P-3 P-3 P-3 FD-2 FD-2 P-1 HB-1HB-1 4" VTR 4" W DN 4" W 2" W 3" W 2" W 3" V 2" V 3" V 2" V CO CO 10' - 0" SEE CIVIL PLAN FOR CONTINUATION. PLUMBING CONTRACTOR SCOPE EXTENDS 10'-0" BEYOND BUILDING. 2" CW FD-2FD-2 FD-2FD-2 HB-1HB-1 HB-1HB-1 FCO EWH-1 EWH-1 EWH-2 EWH-2 3/4" CW 2" W 2" V (TYP ALL P-4) 1/2" C&HW 1-1/2" W 1-1/4" V (TYP ALL P-3) 1" CW 4" W 2" V (TYP ALL P-1) 1/2" CW TO EHW-2 (TYP ALL EWH-2) NOTES: 1.EWH-1 SHALL BE INSTALLED UNDER SINK SUCH THAT PIPING RUNS TO LAVATORY SINKS ARE INSTALLED IN ACCORDANCE WITH IECC 2015 EDITION TABLE C404.5.1. 2.TRAP PRIMERS SHALL BE PROVIDED AT ALL FLOOR DRAINS. PIPING AND PRIMERS NOT SHOWN FOR DRAWING CLARITY. SEE DETAIL ON P-501. 3.PROVIDE WATER HAMMER ARRESTORS AT EACH CHASE OR EACH STAND ALONE PLUMBING FIXTURE. SEE SCHEDULE FOR ARRESTOR SIZING. ARRESTORS NOT SHOWN FOR DRAWING CLARITY. 1/2" CW TO EHW-1 (TYP ALL EWH-1) SEE NOTE 1 © P-3A EWH-3 CB-EWH-1 SEE PIPING DETAIL ON P-501.3/4" HWR 2" CW WATER METER ASSEMBLY P-9 SEE DETAIL ON P-501. P-2 FD-1 4" W DN 2" V DN 2" V 4" VTR 4" WD DN 2" W 3" V1" HW1-1/2" CWFD-2 FD-2 P-12 1/2" H&CW 2" W DN 2" V HB-1 1/2" CW 2" V DN 3" V2" V P-11 1/2" H&CW 2" W TO GREASE TRAP 2" V DN P-6 1/2" H&CW 3" W DN 2" V 2" V FCO P-5 1/2" H&CW 2" W DN 2" V 1" CW 50 lb GREASE TRAP FLOOR MOUNTED GREASE TRAP 3" W DN 2" V NOTES: 1.EWH-1 SHALL BE INSTALLED UNDER SINK SUCH THAT PIPING RUNS TO LAVATORY SINKS ARE INSTALLED IN ACCORDANCE WITH IECC 2015 EDITION TABLE C404.5.1. 2.TRAP PRIMERS SHALL BE PROVIDED AT ALL FLOOR DRAINS. PIPING AND PRIMERS NOT SHOWN FOR DRAWING CLARITY. SEE DETAIL ON P-501. 3.PROVIDE WATER HAMMER ARRESTORS AT EACH CHASE OR EACH STAND ALONE PLUMBING FIXTURE. SEE SCHEDULE FOR ARRESTOR SIZING. ARRESTORS NOT SHOWN FOR DRAWING CLARITY. 10' - 0" SEE CIVIL PLAN FOR CONTINUATION. PLUMBING CONTRACTOR SCOPE EXTENDS 10'-0" BEYOND BUILDING. 10' - 0" SEE CIVIL PLAN FOR CONTINUATION. PLUMBING CONTRACTOR SCOPE EXTENDS 10'-0" BEYOND BUILDING.4" W2" V UP 3" W&T UP 1-1/2" V UP 4" W UP 2" W & T UP 2" W & V UP 2" V UP 3" W 3" W UP 4" W2" V UP 3" W&T UP 2" W & T UP 4" W UP 2" V UP 3" W UP TO FCO 2" W UP © PRECISION PLUMBING PRODUCTS MODEL DU-U. DISTRIBUTION UNIT FOR MULTIPLE DRAINS WHERE REQUIRED QTY. OF LINES AS REQ'D OR SHOWN PRECISION PLUMBING PRODUCTS, MODEL PI-500 TRAP PRIMER VALVE NOTE; 1. PROVIDE ACCESS PANEL OR INSTALL IN ACCESSIBLE SPACE FOR TRAP PRIMERS AND DISTRIBUTION UNITS 2. PRODUCTS INDICATED ARE BASIS OF DESIGN, EQUAL PRODUCTS WILL BE CONSIDERED. FLOOR DRAIN TRAP PRIMER DETAIL 4 1/2" COPPER PRIMER LINE 1/2" TRAP PRIMER CONNECTION FLOOR DRAIN WATER STOP MEMBRANE AND SEALER BY ARCH. FLOOR SLAB PROVIDE TOP TAKE-OFF PIPE FITTING 1/2" COPPER PRIMER LINE SHUT-OFF VALVE COLD WATER PIPE CW AND HW SUPPLY PIPING, SEE PLANS FOR SIZING. ISOLATION BALL VALVES (TYPICAL) BALANCING VALVE (TYPICAL) CW AND HW SUPPLY, HWR RETURN PIPING, SEE PLANS FOR SIZING. TYP. BRANCH PIPING DETAIL 5 FINISHED FLOOR FLOOR SLAB CONCRETE HOUSING ADJUSTABLE SET SCREW PROVIDE TILE RECESS FOR FINISHED AREAS OR BRONZE PLUG AND TOP FOR UNFINISHED AREAS. NEOPRENE SEAL CLEANOUT PLUG HEAVY SCORIATED FINISHED FLOOR SET LEVEL WITH COVER INTERIOR FLOOR CLEANOUT DETAIL 6 TRAPEZE HANGER NOTES: LOCK NUT ROD THREADED CLEVIS PIPING UNINSULATED PIPING ANVIL, FIG. 62 STANTION SADDLE, FIG. 264 ADJUSTABLE PIPE SADDLE SUPPORT WITH YOKE FLOOR SUPPORTED PIPING FLOOR ANCHORS ANVIL FIG. 87 BEAM CLAMP WITH RETAINING CLIP AND LOCK-NUTS NOTE: CLAMPS, ATTACHMENTS, ETC. ARE TO BE ATTACHED TO STRUCTURAL SUPPORT ONLY. DO NOT ATTACH, AFFIX OR SUPPORT FROM THE ROOF DECKING OR COMPONENTS. STRUCTURAL STEEL - DO NOT USE ROOF DECKING OR COMPONENTS TYPICAL PIPE HANGER AND SUPPORT DETAIL 2 1. SIZE HANGER RODS AND ANCHORS TO ADEQUATELY SUPPORT LOADS. REFER TO MANUFACTURERS RECOMMENDATIONS. 2. PROVIDE HANGERS SUITABLE FOR AWWA DUCTILE IRON PIPE FOR SANITARY AND STORM PIPING. 3. INSULATION SHIELDS TO BE GALVANIZED STEEL. SUPPORT NUT CHANNEL-USE APPROPRIATE SIZE PIPE INSULATION ANVIL (GRINNELL) FIG. 260 CLEVIS HANGER LOCK-NUT RETAINING CLIP THREADED ROD LOCK-NUT PROVIDE ATTACHMENT TYPES AS APPLICABLE THREADED ROD CLEVIS HANGER INSULATION PROTECTION SHIELD BOLT TO FLOOR TYPICAL ON-DEMAND HOT WATER HEATER 1 WATER HEATER HOUSEKEEPING PAD DRAIN VALVE ROUTE RELIEF TO FD TERMINATE 4" AFF SHUT-OFF VALVE UNION RELIEF VALVE AQUASTAT CHECK VALVE CIRCULATING PUMP EXPANSION TANK CIRCULATING HOT WATER BRANCH MIXING VALVE HEAT TRAP12" MINELECTRIC HOT WATER HEATER 7 MOUNTING HOLES INSIDE CABINET (TYP. OF 4) INSTANTANEOUS ELECTRIC WATER HEATER HOT OUTLET COMPRESSION FITTING COLD INLET COMPRESSION FITTING UNIT MUST BE MOUNTED WITH THE WATER FITTINGS AT THE BOTTOM OF THE UNIT. VALVE, FULLY OPEN HOT WATER TO FAUCET COLD WATER TO FAUCET INSTANTANEOUS HOT WATER HEATER EWH-1 & EWH-2 NOTE: THIS UNIT IS NOT REQUIRED BY UNDERWRITERS LABORATORIES TO HAVE A PRESSURE / TEMPERATURE RELIEF DEVICE. TEMPERATURE ADJUSTMENT SCREW ALLOW A MINIMUM OF 8" ABOVE THE UNIT FOR ELEMENT REPLACEMENT. INSTALL UNIT BELOW THE LEVEL OF ALL HOT WATER OUTLETS SERVICED BY THIS HEATER. 1/2" HOT WATER TO FAUCET 1/2" 3/4" COLD WATER SHUT-OFF VALVE 1/2" COLD WATER TO FAUCET INSTANTANEOUS ELECTRIC WATER HEATER 1/2" COMPRESSION FITTING (TYP. OF 2) 2" WASTE DOWN 2" VENT UP NOTE: ANY EXPOSED SUPPLY AND WASTE PIPING SHALL BE INSULATED PER ADA REQUIREMENTS. LAVATORY OR SINK LAVATORY OR SINK 1 1/2" WASTE PIPING. 3/4" CONNECTION TO CONDENSATE DRAIN 3 COMPARTMENT SINK GREASE TRAP DETAIL 3 3 COMPARTMENT SINK SEE SCHEDULE FOR ADDITIONAL INFORMATION DRAIN VALVE AND P-TRAP ASSEMBLY 3" WASTE 2" VENT 3 COMPARTMENT SINK SEE SCHEDULE FOR ADDITIONAL INFORMATION 50 LB GREASE TRAP 2" VENT FLOW CONTROL VENT FLOW CONTROL FINISHED FLOOR 3" WASTE © © PLUMBING FIXTURE SCHEDULE FIXTURE DESIGNATION DESCRIPTION AREA/LOCATION MANUFACTURER MODEL FAUCET/TRIM SUPPLIES TRAP/WASTE ACCESSORIES CARRIER CW HW W V TMW COMMENTS/DESCRIPTION P-1 WALL MOUNT WATER CLOSET VARIES SEE PLANS TOTO CT708E(G)-TOTO MODEL# TET1LA32#CP -SHALL HAVE ELONGATED SEAT MODEL NUMBER #SC534 ADA COMPLIANT YES 114"-4"2"- 1.28 GPF FLUSHOMETER VALVE. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS.COORDINATE LOCATION OF ADA HEIGHT W.C. WITH ARCHITECTURAL DRAWINGS. P-2 FLOOR MOUNT WATER CLOSET OFFICIAL ROOM TOTO CT705EN(G)-TOTO MODEL# TET1LA32#CP -SHALL HAVE ELONGATED SEAT MODEL NUMBER #SC534 ADA COMPLIANT YES 114"-4"2"- 1.28 GPF FLUSHOMETER VALVE. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS.COORDINATE LOCATION OF ADA HEIGHT W.C. WITH ARCHITECTURAL DRAWINGS. P-3 LAVORATORY SINK VARIES SEE PLANS TOTO LT307 TOTO TEL105-D10E#CP McGUIRE 170LK McGUIRE PROVIDE WITH JAY R. SMITH 0700 (CONCEALED ARMS) WITH 19" ARMS & 0800 (WALL SUPPORT PLATE) YES 12"12"112"112"-SHALL HAVE TRUBRO ADA INSULATION WRAP. P-4 URINAL VARIES SEE PLANS TOTO UT447E -TOTO MODEL TEU1LA12#CP --YES 3 4"3 4"3"2"- 0.5 GPF FLUSHOMETER VALVE. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. COORDINATE LOCAITON OF ADA HEIGHT URINAL WITH ARCHITECTURAL DRAWINGS. P-5 MOP SINK VARIES FIAT MSB 2424 FIAT 830-AA -- HOSE AND HOSE BRACKET - FIAT 832-AA MOP HANGER - FIAT 889-CC 3" QUICK DRAIN CONNECTOR - FIAT QDC-3XH STAINLESS STEEL WALL GUARD - FIAT MSG2424 -3 4"3 4"3"2"-- P-6 SHOWER TOILET / WASH ROOM 104 COMFORT DESIGN SSS 3682 BF.625-PB-HH-DR PROVIDE WITH HAND HELD SHOWER ASSEMBLY /W SLIDE BAR AND VACUUM BREAKER -PROVIDE WITH NO CAULK BRASS DRAIN ASSEMBLY -NO 12"12"2"2"-SHALL BE ADA COMPLIANT P-7 TRAP PRIMER SEE DRAWINGS PPP PRIMER RITE ----NO 12"----- P-8 HOT WATER BALANCING VALVE SEE DRAWINGS THERMOMEGATECH CIRCUIT SOLVER ----------THERMOSTATIC BALANCING VALVE P-9 RE-CIRC PUMP MECHANICAL ROOM TACO 009-SF ---STAINLESS STEEL FLANGED NO -----115 VOLT, SINGLE PHASE, 18 HP P-10 FREEZE LESS WALL HYDRANT SEE DRAWINGS WOODFORD B67 ----NO 3 4"----TO BE INSTALLED 30" ABOVE FLOOR P-11 3-BAY SINK CONCESSION BUILDING ELKAY B3C12x12 T&S BRASS / MPR-8WLN-12 --DRAIN VALVE NO 1/2"1/2"2"2"-PROVIDE W/ 50 LB GREASE TRAP P-12 HANDWASH SINK CONCESSION BUILDING ELKAY EHS-14X PROVIDE WITH ELKAY STANDARD FAUCET --SPLASH MOUNT 6" GOOSE NECK FAUCET NO 1/2"1/2"1-1/2"1-1/4"- HB-1 HOSE BIBB SEE DRAWINGS CHICAGO 387-CP ----NO 12"----TO BE INSTALLED 18" ABOVE FLOOR TMV_1 THERMOSTATIC MIXING VALVE CONCESSION BUILDING WATTS 1" LFN-170-M3-CSUT -----1 1-1/4 ---PROVIDE WITH CHECK STOPS WATER HEATER SCHEDULE FIXTURE DESIGNATION DESCRIPTION AREA/LOCATION QUANTITY MANUFACTURER MODEL ELEMENT NO. / Kw VOLTS PHASE HZ DELIVERY COMMENTS EWH-1 ON-DEMAND WATER HEATER SEE PLANS 12 EEMAX AM007240T 1 / 5 208 3 60 TANKLESS ON-DEMAND HOT WATER HEATER. SIZED TO PROVIDE 0.5 GPM TO TWO SINKS. - EWH-2 ON-DEMAND WATER HEATER SEE PLANS 3 EEMAX AM004120T 2 / 3.5 120 1 60 TANKLESS ON-DEMAND HOT WATER HEATER. SIZED TO PROVIDE 0.5 GPM TO ONE SINKS. - EWH-3 TANK TYPE WATER HEATE CONCESSIONS 1 A.O. SMITH DEL-40 2 / 4.5 208 3 60 40 GALLON STORAGE WITH 36 GPH RECOVERY AT 100° RISE PROVIDE WITH 120V RECIRC PUMP AND 5 GAL EXPANSION TANK DRAIN SCHEDULE FIXTURE DESIGNATION DESCRIPTION AREA/ LOCATION MANUFACTURER MODEL SIZE ACCESSORIES COMMENTS FD-1 FLOOR DRAIN MECHANICAL ROOM ZURN EZ1-Z-415-B-G-P 4" 12"TRAP PRIMER CONNECTION GALVANIZED CAST IRON - FD-2 FLOOR DRAIN TOILET / WASH RM ZURN EZ1-Z-415-B-G-P 2"12"TRAP PRIMER CONNECTION GALVANIZED CAST IRON STRAINER SHALL BE SQUARE FCO FLOOR CLEAN OUT SEE DRAWINGS ZURN ---- WATER HAMMER ARRESTOR SCHEDULE SYMBOL A SIOUX CHIEF 652-A 1-11 MANUFACTURER MODEL FIXTURE UNITS B SIOUX CHIEF 653-B 12-32 C SIOUX CHIEF 654-C 33-60 D SIOUX CHIEF 655-D 61-113 E SIOUX CHIEF 656-E 114-154 F SIOUX CHIEF 657-F 155-330 RETURN/EXHAUST OUTLET DIFFUSER WITH FLEX DUCT U UNDERCUT DOOR L LOUVERED DOOR 12"Ø 24 24 24 x 12 14 x 6 12 12 12 48 12" Ø DIFFUSER UP DN FD VD MD HUMIDISTAT (HUMIDITY SENSOR) 12 H-1 H-1 A MOTORIZED DAMPER VOLUME DAMPER FIRE DAMPER EXISTING DUCT TO BE REMOVED EXISTING DUCT TO REMAIN RECTANGULAR DUCT SOUND ATTENUATOR ACOUSTICAL DUCT LINING RETURN/EXHAUST OUTLET FLEXIBLE DUCT CONNECTION DUCT RISE IN RESPECT TO AIR FLOW SPLITTER DAMPER VOLUME EXTRACTOR DUCT TURNING DOWN DUCT TURNING UP FLAT OVAL DUCT WITH SIZE ROUND DUCT WITH SIZE DUCT SECTION - RETURN DUCT SECTION - SUPPLY ROUND DUCT FLAT OVAL DUCT DUCT DROP IN RESPECT TO AIR FLOW LOWER - EQUIPMENT NUMBER UPPER - EQUIPMENT DESIGNATION CONNECT NEW TO EXISTING THERMOSTAT (TEMPERATURE SENSOR) SMOKE DETECTOR LIMIT OF REMOVAL UPPER - SECTION DESIGNATION UPPER - RISER IDENTIFICATION LOWER - DRAWING NUMBER LOWER - RISER NUMBER SD H MOTORIZED EQUIPMENT (EF, AHU, ETC) MOTORIZED EQUIPMENT (FPT) UPPER - EQUIPMENT DESIGNATION MIDDLE - MAX CFM or MBH LOWER - MIN CFM or GPM NON-MOTORIZED EQUIPMENT (ET, AS, ETC) LOWER - MIN CFM or GPM MIDDLE - MAX CFM or MBH UPPER - EQUIPMENT DESIGNATION UPPER - EQUIPMENT DESIGNATION LOWER - EQUIPMENT NUMBER NON-MOTORIZED EQUIPMENT (VAV, EXV) T E T R T N T THERMOSTAT-EXISTING (TEMPERATURE SENSOR) THERMOSTAT-RELOCATED (TEMPERATURE SENSOR) THERMOSTAT-NEW (TEMPERATURE SENSOR) BOILER FEED WATER BRINE SUPPLY BRINE RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN CITY WATER MAKEUP COMPRESSED AIR CONDENSATION DRAIN CONDENSER WATER SUPPLY CONDENSER WATER RETURN DIRECTION OF PITCH DIRECTION OF FLOW FILL FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL GAUGE GAS GLYCOL SUPPLY GLYCOL RETURN HIGH PRESSURE STEAM SUPPLY HIGH PRESSURE STEAM CONDENSATE HOT WATER SUPPLY HOT WATER RETURN LOW PRESSURE STEAM SUPPLY LOW PRESSURE STEAM CONDENSATE MEDIUM PRESSURE STEAM SUPPLY MEDIUM PRESSURE STEAM CONDENSATE PUMPED CONDENSATE REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT HOT GAS VENT CARBON DIOXIDE (CO2) SENSOR CARBON MONOXIDE (CO) SENSOR TRANSFER DUCT COMBINATION FIRE/SMOKE DAMPER CO CO2 F - - FPT MBH GPM - FPT MAX MIN - ET - - VAV MBH GPM - VAV MAX MIN - PIPING SYSTEMS DUCTWORK SYMBOLSCALLOUT SYMBOLS ABBREVIATIONS FSD BT GATE VALVE ANGLE VALVE BUTTERFLY VALVE BALANCING VALVE BALL VALVE FT DRAIN/HOSE BIBB RELIEF/SAFETY VALVE ELBOW-TURNED DOWN TEE-TURNED DOWN INVERTED BUCKET TRAP STRAINER W/HOSE BIBB DRAIN AIR VENT WEIGHTED LEVER VALVE FLOAT & THERMOSTATIC TRAP PRESSURE REDUCING VALVE A PIPE ANCHOR ELBOW-TURNED UP G REDUCER BLIND FLANGE COMPANION FLANGE UNION PIPE CAP THERMOMETER FLOW VENTURI PIPE GUIDE H HUMIDIFIER GAUGES (PRESSURE) FLEXIBLE PIPE CONNECTION FLOW MEASURING STATION GLOBE VALVE CHECK VALVE TRIPLE DUTY VALVE PIPING SYMBOLS 2-WAY MODULATING PRESSURE INDEPENDENT ACV (PIACV) 2-WAY AUTOMATIC CONTROL VALVE (MODULATING) 2-WAY AUTOMATIC CONTROL VALVE (TWO POSITION) 3-WAY AUTOMATIC CONTROL VALVE (MODULATING) 3-WAY AUTOMATIC CONTROL VALVE (TWO POSITION) AUTOMATIC FLOW LIMITING VALVE (PRESSURE INDEPENDENT) COMBINATION BALANCING & SHUT-OFF VALVE ACD AUTOMATIC CONTROL DAMPER ACV AUTOMATIC CONTROL VALVE AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AP ACCESS PANEL ATC AUTOMATIC TEMPERATURE CONTROL CFM CUBIC FEET PER MINUTE CO CLEAN OUT DB DRY BULB DX DIRECT EXPANSION EAT ENTERING AIR TEMPERATURE ETC ETCETERA ETR EXISTING TO REMAIN EWT ENTERING WATER TEMPERATURE EXH EXHAUST FLA FULL LOAD AMPS FD FIRE DAMPER FSD COMBINATION FIRE DAMPER/SMOKE DAMPER FPM FEET PER MINUTE GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HP HORSEPOWER HPR HIGH PRESSURE STEAM CONDENSATE RETURN HPS HIGH PRESSURE STEAM SUPPLY LAT LEAVING AIR TEMPERATURE LBS/HR POUNDS PER HOUR LPR LOW PRESSURE STEAM CONDENSATE RETURN LPS LOW PRESSURE STEAM SUPPLY LRA LOCK ROTOR AMPS LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH THOUSAND BTU PER HOUR MD MOTORIZED DAMPER MIN MINIMUM MPR MEDIUM PRESSURE STEAM RETURN MPS MEDIUM PRESSURE STEAM SUPPLY NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OED OPEN END DRAIN PIACV PRESSURE INDEPENDENT AUTOMATIC CONTROL VALVE PD PRESSURE DROP PE PNEUMATIC ELECTRIC SWITCH PRV PRESSURE REDUCING VALVE RA RETURN AIR RH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE SMD SMOKE DAMPER SD SMOKE DETECTOR SP STATIC PRESSURE (INCHES OF WATER) SPD SPLITTER DAMPER VD VOLUME DAMPER WC WATER COLUMN WB WET BULB TEMPERATURE °F WMS WIRE MESH SCREEN X EXISTING TO BE REMOVED XTR EXISTING TO REMAIN XR EXISTING TO BE RELOCATED XRN RELOCATED EQUIPMENT IN NEW LOCATION SMOKE DAMPER SD ACD AUTOMATIC CONTROL DAMPER1.THE HVAC CONTRACTOR SHALL BE FAMILIAR WITH ALL CONTRACT DOCUMENTS FOR ALL TRADES AND COORDINATE WITH OTHER CONTRACTORS. 2.THE DRAWINGS ARE DIAGRAMMATIC ONLY; FINAL ROUTING OF DUCTWORK, PIPING AND EQUIPMENT LOCATIONS SHALL BE DETERMINED IN THE FIELD. PROVIDE ALL ADDITIONAL OFFSETS, ELBOWS, ETC., AT NO ADDITIONAL COST TO THE OWNER. 3.CONSTRUCT AND INSTALL ALL DUCTWORK IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA STANDARDS. 4.PROVIDE VOLUME DAMPERS AT ALL LOW PRESSURE SUPPLY, RETURN AND EXHAUST DUCTWORK BRANCH TAKE-OFFS. 5.MINIMUM SIZE OF HOT WATER SUPPLY, HOT WATER RETURN AND CONDENSATE DRAIN PIPING SHALL BE 3/4" UNLESS OTHERWISE NOTED. 6.COORDINATE ALL ELECTRICAL AND PLUMBING REQUIREMENTS WITH THE ELECTRICAL AND PLUMBING CONTRACTORS. 7.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR FINAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES. 8.AUTOMATIC TEMPERATURE CONTROL (ATC) CONTRACTOR: COORDINATE THERMOSTAT LOCATIONS WITH THE ARCHITECTURAL FURNITURE PLANS. INSTALL ALL SENSORS AND FINISHED SPACE CONTROLS INCLUDING THERMOSTATS 54" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 9.PROVIDE ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE HVAC WORK COMPLETE AND READY FOR OPERATION. 10.PROVIDE (FURNISH AND INSTALL) ALL HVAC WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES. 11.INSTALL ALL HVAC EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 12.DEMOLITION WORK SHALL BE DONE BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR SHALL COORDINATE ALL WORK CONCERNING EXISTING EQUIPMENT AND SYSTEMS REMAINING IN THE BUILDING. 13.THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE INTEGRITY, CONDITION AND LOCATION OF EXISTING DUCTWORK AND PIPING WHICH IS TO BE REUSED. IF PIPING AND DUCTWORK CANNOT BE REUSED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER TO DETERMINE THE EXTENT OF REPLACEMENT. 14.PROVIDE FIRE DAMPERS AND ACCESS PANELS AT ALL FIRE RATED ASSEMBLIES AND FLOOR PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR ASSEMBLY LOCATIONS. 15.PROVIDE FIRE DAMPERS AT ALL TRANSFER DUCTS IN FIRE RATED PARTITIONS. 16.PROVIDE ISOLATION VALVES IN SUPPLY AND RETURN PIPING ON EACH FLOOR, AND IN BRANCH PIPING SERVING MORE THAN ONE PIECE OF EQUIPMENT. 17.PROVIDE SHUTOFF VALVES IN THE SUPPLY AND RETURN PIPING TO ALL EQUIPMENT TO ALLOW FOR SERVICING. UNIONS OR FLANGES SHALL BE ARRANGED SUCH THAT EQUIPMENT CAN BE SERVICED WITHOUT CUTTING AND MINIMAL DISRUPTION OF PIPING SERVING THE EQUIPMENT. 18.FURNISH TO THE GENERAL CONTRACTOR ALL INFORMATION REQUIRED FOR SETTING OF WALL, ROOF AND PARTITION OPENINGS FOR HVAC WORK. THIS INFORMATION SHALL BE FURNISHED IN A TIMELY MANNER SUCH THAT CONSTRUCTION SCHEDULE IS NOT JEOPARDIZED. 19.INFORM AND COORDINATE WITH THE OWNER ALL NECESSARY INTERRUPTIONS TO EXISTING BUILDING SYSTEMS AND SERVICE THAT MAY AFFECT THE NORMAL OPERATION OF OCCUPIED PORTIONS OF THE BUILDING. THE OWNER SHALL BE INFORMED OF ANY INTERRUPTIONS AT LEAST TWO (2) WEEKS IN ADVANCE. 20.INFORM THE OWNER WELL IN ADVANCE OF ANY WORK TO BE UNDERTAKEN IN OCCUPIED AREAS OF THE BUILDING ASSOCIATED WITH THIS PROJECT. CONFORM TO THE OWNER'S CRITERIA FOR WORK HOURS, ENVIRONMENTAL ISOLATION, AND NOISE LIMITS IN THE PORTIONS OF THE BUILDING WHICH REMAIN OCCUPIED DURING CONSTRUCTION. 21.COORDINATE PHASING REQUIREMENTS FOR THE PROJECT WITH THE GENERAL CONTRACTOR. 22.FIELD MEASURE THE EXACT SIZES AND VERIFY ALL OPENINGS FOR SHAFTS AND LOUVERS PRIOR TO SUBMISSION OF SHOP DRAWINGS AND INSTALLATION. 23.MINIMAL CONTROL POWER HAS BEEN IDENTIFIED ON THE DRAWINGS. IF ANY ADDITIONAL POWER IS REQUIRED BASED ON SYSTEMS DESIGN BY THE CONTROLS CONTRACTOR THE ATC/BAS CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY THAT POWER GENERAL NOTES PRESSURE TAP x EXISTING TO BE REMOVED EXISTING TO REMAIN © T T HP 1 HP 2 ACCU 1 ERV 3 ERV 1 ERV 2 HP 7 6"x6" TRANSFER DUCT. 6"x6" TRANSFER DUCT. 72"x24"x18" EA PLENUM. 72"x18" EA LOUVER BY ARCHITECT. 72"x24"x18" OA INTAKE PLENUM. 72"x18" OA LOUVER BY ARCHITECT. 12"Ø EA 12"Ø SA 12"Ø OA 12"Ø RA 12"Ø EA 12"Ø SA 12"Ø OA 12"Ø OA ALL DUCT CONNECTIONS TO EA PLENUM TO BE 12"Ø FLEX DUCT CONSTRUCTION NOTES: 1.COORDINATE ALL DUCTWORK WITH STRUCTURAL AND TRUSS LAYOUT. 2.ALL ERU'S TO BE HUNG IN DESIGN TRUSS LOCATIONS SPECIFIED BY STRUCTURAL. 3.ALL LOUVERS BY ARCHITECT. 4.ACCU TO BE WALL MOUNTED. COORDINATE WITH ARCHITECT. 5.COORDINATE ALL CONDENSATE PIPING TO EMPTY INTO MOP SINK IN JANITORS STORAGE. 6.ALL REFRIGERANT AND CONDENSATE PIPING SHALL BE INSULATED. PIPING SHALL BE INSTALLED IN A NEAT AND ORDERLY FASHION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. 7.ALL CONDENSATE PIPING FROM ENERGY RECOVERY UNITS AND HEAT PUMPS SHALL BE 1-1/4". INSTALL CLEAN OUTS AT ALL OFFSETS AND ELBOWS. 8.REFRIGERANT PIPING SIZES, LAYOUT, & ROUTING BY HEAT PUMP MANUFACTURER. MANUFACTURER TO COORDINATE AND DETERMINE ALL REFRIGERANT PIPING SIZES, LOCATIONS, AND LENGTHS. 12"Ø RA 12"Ø RA 12"Ø SA12"Ø EA 1-1/4" CD 1-1/4" CD 1-1/4" CD 1-1/4" CD COORDINATE CONDENSATE DRAIN TO MOP SINK DRAIN. VD VDVDVDVD VD 72"x18" EA LOUVER. 72"x18" OA LOUVER. 72"x18" EA LOUVER. © 1/4" = 1'-0" 0 2'8'4' SCALE: HP 3 HP 4 HP 5 T T T ACCU 2 S-1 120 CFM S-1 265 CFM S-1 35 CFM S-1 265 CFM 12"Ø SA 4"x4" SA 6"x4" SA 6"x4" SA 12"Ø EA S-1 120 CFM S-1 80 CFM (TYP) 4 S-1 105 CFM (TYP) 4 R-1 120 CFM R-1 120 CFM R-1 200 CFM R-1 200 CFM ERV 4 62"x42"x 21" 14"x10" SA 12"x12" SA OED DUCT W/ 1/2" WMS. BALANCE TO 200 CFM. OED DUCT W/ 1/2" WMS. BALANCE TO 200 CFM. CONSTRUCTION NOTES: 1.COORDINATE ALL DUCTWORK WITH STRUCTURAL AND TRUSS LAYOUT. 2.ALL ERU'S TO BE HUNG IN DESIGN TRUSS LOCATIONS SPECIFIED BY STRUCTURAL. 3.ALL LOUVERS BY ARCHITECT. 4.ACCU TO BE WALL MOUNTED. COORDINATE WITH ARCHITECT. 5.COORDINATE ALL CONDENSATE PIPING TO EMPTY INTO SINK P-TRAP. 6.ALL REFRIGERANT AND CONDENSATE PIPING SHALL BE INSULATED. PIPING SHALL BE INSTALLED IN A NEAT AND ORDERLY FASHION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. 7.ALL CONDENSATE PIPING FROM ENERGY RECOVERY UNITS AND HEAT PUMPS SHALL BE 1-1/4". INSTALL CLEAN OUTS AT ALL OFFSETS AND ELBOWS. 8.REFRIGERANT PIPING SIZES, LAYOUT, & ROUTING BY HEAT PUMP MANUFACTURER. MANUFACTURER TO COORDINATE AND DETERMINE ALL REFRIGERANT PIPING SIZES, LOCATIONS, AND LENGTHS.12"Ø OAOED DUCT W/ 1/2" WMS. BALANCE TO 265 CFM.R-1 265 CFM 12"Ø RA 27"x12" OA INTAKE LOUVER BY ARCHITECT. 20"x12" EA LOUVER BY ARCHTIECT. 1-1/4" CD 1-1/4" CD 1-1/4" CD 1-1/4" CD 1-1/4" CD COORDINATE CONDENSATE DRAIN TO SINK P-TRAP. VD VD VD VD VDVD VDVDVD VD VD VD VD VD VD VDVD VD VD VD © 1/4" = 1'-0" 0 2'8'4' SCALE: RP 1 RP 1 T T EF 1 © 1/4" = 1'-0" 0 2'8'4' SCALE: HP 6 T ACCU 3 CONSTRUCTION NOTES 1.ALL REFRIGERANT AND CONDENSATE PIPING SHALL BE INSULATED. PIPING SHALL BE INSTALLED IN A NEAT AND ORDERLY FASHION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. 2.ALL CONDENSATE PIPING FROM HEAT PUMPS SHALL BE 1-1/4". INSTALL CLEAN OUTS AT ALL OFFSETS AND ELBOWS. 3.REFRIGERANT PIPING SIZES, LAYOUT, & ROUTING BY HEAT PUMP MANUFACTURER. MANUFACTURER TO COORDINATE AND DETERMINE ALL REFRIGERANT PIPING SIZES, LOCATIONS, AND LENGTHS. ACCU-3 TO BE MOUNTED ON 6" CONCRETE PAD ON GRADE BEHIND BLEACHERS. COORDINATE WITH ARCHITECTURE.COORDINATE CONDENSATE PIPING TO EMPTY INTO NEAREST STORM DRAIN. © 1/4" = 1'-0" 0 2'8'4' SCALE: RADIANT CEILING PANEL GYPSUM CEILING HANGERS (BY MANUFACTURER) HD-001ELECTRIC RADIANT CEILING PANEL DETAIL NOTES: 1.FOR STRAP AND TRAPEZE HANGER SIZE, REFER TO SMACNA DUCT STANDARDS 2.NO POP RIVETS ALLOWED, USE SELF-TAPPING SHEET METAL SCREWS ONLY. 1/2" Ø MISSPOT WELD ANGLE TO STRUCTURAL STEELSTRUCTURAL STEEL OR BUILDING STRUCTUREC-CLAMP HANGER STRAPS ANGLES DUCT HANGER DETAIL (LOW VELOCITY)HD-002 TRAPEZE HANGERSTRAP HANGER CONDENSING UNIT NOTE: 1. CONFIRM ALL PIPE SIZES WITH UNIT MANUFACTURER BASED ON ACTUAL FIELD PIPE ROUTING. 2. CONTROL EQUIPMENT, APPURTENANCES, AND TRAPS AS RECOMMENDED BY UNIT MANUFACTURER (SUBMIT IN SHOP DRAWING). 1 LIQUID LINE2 3 INSULATED SUCTION LINE COOLING COIL 6 5 4 DRAIN PAN DRAIN LINE-TRAP & ROUTE TO DRAIN OR CONDENSATE PUMP TRAP7 2 3 57 6 1 4 REFRIGERANT PIPING SCHEMATIC HD-003 © © HEAT PUMP EQUIPMENT NAME SERVICE/LOCATION MANUFACTURER MODEL TYPE TOTAL COOLING (BTU/H)TOTAL HEATING (BTU/H)SUPPLY AIRFLOW (CFM)REFRIGERANT VOLTS PHASE HZ COMMENTS HP-1 WOMEN'S ROOM TRANE-MITSUBISHI MSZ-GL12NA-U1 WALL MOUNT 12000 14400 370 R-410A 208 1 60 HP-2 MEN'S ROOM TRANE-MITSUBISHI MSZ-GL24NA-U1 WALL MOUNT 24000 27000 735 R-410A 208 1 60 HP-3 VISITOR LOCKER ROOM TRANE-MITSUBISHI PEAD-A24AA7 CONCEALED DUCTED 24000 27000 740 R-410A 240 1 60 HP-4 HOME LOCKER ROOM TRANE-MITSUBISHI SEZ-KD18NAR1.TH CONCEALED DUCTED 18000 20300 635 R-410A 240 1 60 HP-5 FIRST AID TRANE-MITSUBISHI MSZ-GL06NA.U1 WALL MOUNT 6000 6800 400 R-410A 240 1 60 HP-6 PRESS BOX TRANE-MITSUBISHI MSZ-GL24NA-U1 WALL MOUNT 24000 27000 735 R-410A 208 1 60 HP-7 WOMEN'S ROOM TRANE-MITSUBISHI MSZ-GL12NA WALL MOUNT 12000 14400 370 R-410A 208 1 60 ENERGY RECOVERY UNIT EQUIPMENT NAME SERVICE/LOCATION MANUFACTURER MODEL OUTDOOR/SUPPLY (CFM)ESP (IN WG)EXHAUST/RETURN (CFM)ESP (IN WG) ENTHALPY RECOVERY RATIO COOLING (%) ENTHALPY RECOVERY RATIO HEATING (%) EA FILTER OA FILTER MCA MOP VOLT PHASE HZ WEIGHT (LB)COMMENTS ERV-1 TOILET FACILITY WOMEN'S RENEWAIRE HE1XINH-EK 575 1.5 575 1.5 70 59 MERV-8 MERV-13 10.1 15 208 3 60 325 INCLUDE OUTSIDE AIR AND RETURN AIR DAMPER OPTION. ERV-2 TOILET FACILITY WOMEN'S RENEWAIRE HE1XINH-EK 575 1.5 575 1.5 70 59 MERV-8 MERV-13 10.1 15 208 3 60 325 INCLUDE OUTSIDE AIR AND RETURN AIR DAMPER OPTION. ERV-3 TOILET FACILITY MEN'S RENEWAIRE HE1XINH-EK 850 1.5 850 1.5 70 59 MERV-8 MERV-13 10.1 15 208 3 60 325 INCLUDE OUTSIDE AIR AND RETURN AIR DAMPER OPTION. ERV-4 CHANGING FACILITY RENEWAIRE HE1XINH-EK 565 1.5 530 1.5 64 51 MERV 8 MERV 13 10.1 15 240 1 60 325 INCLUDE OUTSIDE AIR AND RETURN AIR DAMPER OPTION. CONDENSING UNIT EQUIPMENT NAME SERVICE/LOCATION MANUFACTURER MODEL TOTAL COOLING (BTU/H)TOTAL HEATING (BTU/H)SEER REFRIGERANT VOLTS PHASE HZ MCA MOCP WEIGHT (LBS)COMMENTS ACCU-1 TOILET FACILITY TRANE-MITSUBISHI MXZ-8C48NA-U1 48000 54000 18.89 R-410A 208 1 60 37 52 269 PROVIDE MANUFACTURER CONDENSATE PUMP KIT. ACCU-2 CHANGING FACILITY TRANE-MITSUBISHI MXZ-8C48NA-U1 48000 54000 18.89 R-410A 240 1 60 37 52 269 PROVIDE MANUFACTURER CONDENSATE PUMP KIT. ACCU-3 PRESS BOX TRANE-MITSUBISHI PUZ-A24HA7 24000 28000 19.6 R-410A 208 1 60 19 26 153 PROVIDE MANUFACTURER CONDENSATE PUMP KIT. EXHAUST FAN EQUIPMENT NAME SERVICE/LOCATION MANUFACTURER MODEL AIRFLOW (CFM)ESP (IN WG)FAN RPM DRIVE TYPE MOTOR QUANTITY MOTOR POWER (HP)MOTOR BHP (W) FAN MOTOR RPM ECM VOLT PHASE HZ WEIGHT (LB)COMMENTS EF-1 OFFICIAL BATHROOM/ CONCESSION GREENHECK SP-B110 100 0.24 950 DIRECT 1 0.11 80 950 YES 120 1 60 10 PROVIDE WITH HOODED WALL CAP KIT. INCLUDE WALL CAP, BACKDRAFT DAMPER, AND BIRDSCREEN. ELECTRIC RADIANT PANEL EQUIPMENT NAME SERVICE/LOCATION MANUFACTURER MODEL BTU/H WATTS VOLTS AMPS DIMENSIONS L X W X D (IN)COMMENTS RP-1 OFFICIAL BATHROOM/ CONCESSION CERAMIC CIRCUIT 1445CL 5150 1500 120 DIRECT 46 x 15 x 1.125 PROVIDE MANUFACTURER RECOMMENDED CEILING MOUNTING KIT. ENERGY RECOVERY UNIT (ERU-1-,2,3,4) OUTDOOR AIR OA FILTER ENERGY RECOVERY CORE SUPPLY AIR EXHAUST AIR RA FILTER RETURN AIR OAD ES EAD ES GENERAL 1.ENERGY RECOVERY VENTILATOR (ERV-1) SHALL BE CONTROLLED BY THE MANUFACTURER'S STAND-ALONE PACKAGED CONTROLS. 2.OUTDOOR AIR AND EXHAUST AIR MOTORIZED DAMPERS SHALL BE INTERLOCKED WITH THE OPERATION OF THE ERV. 3.WHEN OFF, THE SUPPLY AND EXHAUST FAN SHALL BE OFF WITH THE ASSOCIATED OUTSIDE AIR DAMPER AND EXHAUST AIR DAMPER CLOSED. 4.OCCUPIED AND UNOCCUPIED MODE SHALL BE BASED ON A TIME OF DAY SCHEDULE SETUP IN THE ERV REMOTE CONTROLLER. OCCUPIED SEQUENCE 1.WHEN COMMANDED TO START THE OUTDOOR AIR AND EXHAUST AIR DAMPER SHALL OPEN AND THE SUPPLY AND EXHAUST FANS SHALL START. 2.THE ERV WILL BE SET TO OPERATE IN AUTO MODE. AUTO MODE SHALL AUTOMATICALLY CHANGE OPERATION BETWEEN BYPASS AND ENERGY RECOVERY MODE BASED ON RETURN AND OUTSIDE AIR TEMPERATURE AND OPERATION MODE OF INDOOR/OUTDOOR UNIT(S). 3.THE SUPPLY FAN AND EXHAUST FAN SHALL RUN CONTINUOUSLY IN THE OCCUPIED MODE. UNOCCUPIED SEQUENCE 1.WHEN IN UNOCCUPIED MODE, THE SUPPLY AND EXHAUST FAN SHALL BE OFF, AND THE OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE CLOSED. TS TS ATC CONTRACTOR PROVIDED LOCAL CONTROL POINT CONTROL POINT DESCRIPTOR LEGEND ES END SWITCH OAD OUTSIDE AIR DAMPER TS TEMPERATURE SENSOR CONTROL ABBREVIATIONS ATC CONTRACTOR PROVIDED DDC POINT AND HARDWARE CONTROL DEVICE FURNISHED BY ELECTRICAL OR PLUMBING CONTRACTOR BUT INTERFACED TO DDC SYSTEM BY ATC CONTRACTOR ATC CONTRACTOR INTERFACE TO EQUIPMENT MANUFACTURER'S HARDWARE CONTROL DIAGRAM SYMBOLS TWO POSITION PARALLEL BLADE DAMPER FAN FILTER BANK TAG TAG ELEC PLBG EAD EXHAUST AIR DAMPER TAG 1.PACKAGED MANUFACTURER CONTROLS TO BE PROVIDED WITH ALL EQUIPMENT AS SHOWN IN THE CONTROL DIAGRAMS AND DESCRIBED IN THE SPECIFICATIONS. 2.ALL EXPOSED CONTROL WIRING SHALL BE INSTALLED IN CONDUIT. 3.MECHANICAL CONTRACTOR TO COORDINATE WITH EQUIPMENT MANUFACTURERS TO ENSURE ALL CONTROLS AND SEQUENCES OF OPERATIONS CAN BE ACHIEVED PRIOR TO SUBMITTAL OF SHOP DRAWINGS. 4.ALL EQUIPMENT CONTROLS SHALL BE PROVIDED WITH THE CAPABILITY TO BE INTEGRATED INTO A FUTURE BUILDING MANAGEMENT SYSTEM. COORDINATE WITH DEPARTMENT OF MENTAL HEALTH FACILITIES. ATC GENERAL NOTES OC OCCUPANCY SENSOR REFRIGERANT PIPING TO/FROM SPLIT-SYSTEM. GENERAL 1.SPLIT-SYSTEM SHALL BE CONTROLLED BY MANUFACTURER'S STAND-ALONE PACKAGED CONTROLS. 2.THE SPLIT-SYSTEMS SHALL OPERATE BASED ON A TIME OF DAY SCHEDULE SETUP IN THE STAND-ALONE CONTROLLER. OCCUPIED SEQUENCE 1.WHEN IN OCCUPIED MODE THE SPLIT-SYSTEM SHALL OPERATE TO MAINTAIN THE OCCUPIED TEMPERATURE SET POINT. 2.THE SPLIT-SYSTEM SUPPLY FAN SHALL OPERATE CONTINUOUSLY IN OCCUPIED MODE. UNOCCUPIED SEQUENCE 1.WHEN IN UNOCCUPIED MODE THE SPLIT-SYSTEM SHALL BE OFF. IF THE SPACE TEMPERATURE GOES ABOVE THE UNOCCUPIED COOLING TEMPERATURE SET POINT OR BELOW THE UNOCCUPIED HEATING TEMPERATURE SET POINT, THE SPLIT-SYSTEM SHALL BE ENABLED. 2.WHEN THE UNOCCUPIED TEMPERATURE SET POINT IS ACHIEVED THE REVERSE SHALL OCCUR. REFRIGERANT PIPING TO/FROM CONDENSING UNIT. WALL MOUNTED SPLIT-SYSTEM. ZONE REMOTE CONTROLLER TS DUCTLESS SPLIT-SYSTEMS (ACCU / HP - 1-7) OUTDOOR CONDENSING UNIT. REFRIGERANT PIPING TO/FROM CONDENSING UNIT. DUCTED SPLIT-SYSTEM. TAG ©