EASARQSTUDIOINC QUINCY,MA
PROJECTSPECIFICDESIGNCRITERIA:
1.DESIGNCODESANDCRITERIA:THEMINIMUMSTRUCTURALDESIGNSHALLBE INACCORDANCEWITHTHEMASSACHUSETTSSTATEBUILDINGCODE,IBC 2015,ASCE7-10,ANDANSI/AWSD1.1STRUCTURALWELDINGCODE-STEEL.
2.INADDITIONTOTHEBUILDINGDEADLOADS,THESTRUCTUREISDESIGNED FORTHEFOLLOWINGLOADS:
CITY/TOWNOFDESIGNCRITERIA Wellesley,MA
SNOWLOAD:GROUNDSNOWLOAD(pg) 40PSF
WINDLOAD:BASICWINDSPEED(Vult 127MPH
3.LIVELOADREDUCTIONSHALLBEINACCORDANCEWITHASCE7-10.
4.SOILBEARINGCAPACITY:FOUNDATIONSHAVEBEENDESIGNEDTOBEARON UNDISTURBEDSOILHAVINGANASSUMEDALLOWABLEBEARINGCAPACITYOF 1TONPERSQUAREFOOT.SOILBEARINGCAPACITYTOBEDETERMINEDBY SOILTESTSPRIORTOCONSTRUCTION.IFBEARINGMATERIALSWITHLOWER BEARINGCAPACITYAREENCOUNTERED,THEUNDERLYINGUNSUITABLE MATERIALSHALLBEREMOVEDANDREPLACEDWITHSUITABLEMATERIALTO BEAPPROVEDBYTHEENGINEER.
TIMBERFRAMING:
1.FORROUGHWINDOW&DOOR(BOTHINTERIOR&EXTERIOR)OPENINGUPTO 3-FEETUSE2x6HEADERBEAM;FOR3-TO6-FOOTOPENINGSUSE2x8HEADER BEAMS;AND,FROM6-TO8-FOOTOPENINGSUSE2x10HEADERBEAMS;AND DOUBLESFOR2x4WALLS&TRIPLESFOR2x6WALLS,EXCEPTASNOTED OTHERWISEONTHEPLANSORSPECIFICATIONS.IFLVLsARESPECIFIEDON THEPLANS,PROVIDESOLID4x4POSTSUPPORTSFORDBLHEADERS&SOLID 4x6OR6x6DFL#2POSTSFORTPLHEADERSORASOTHERWISESPECIFIED ONTHEPLAN.CONTINUEALLSTRUCTURALPOSTSDOWNTOFOUNDATION ORBEAMSBELOW(SOLIDBLOCKTODROPBEAMS)..
2.ALLFRAMINGLUMBERSHALLBEHEM-FIRGRADE#2ORSPF(SPRUCEPINE FIR)GRADE#1#2ORAPPROVEDEQUAL(UNLESSOTHERWISESPECIFIED), ANDSHALLMEETTHEREQUIREMENTSOFTHEAMERICANFORESTANDPAPER ASSOCIATION.MINIMUMTIMBERFRAMINGMATERIALPROPERTIES:
ALLOWABLEBENDINGSTRESS(Fb): 875PSIMIN. ALLOWABLECOMPRESSIONSTRESS(Fc): 1,150PSIMIN. MODULUSOFELASTICITY(E): 1,400,000PSIMIN. OTHERFRAMINGMATERIALFORINTERIORNON-LOADBEARINGSTUDSMAY BESUBSTITUTEDONLYUPONAPPROVALOFTHEENGINEER.
3.ALLEXTERIORFRAMINGSHALLBEPRESSURETREATED(CCATREATED) SOUTHERNYELLOWPINEGRADE#2.
4.BUILT-UPBEAMSSHALLBESPIKEDASFOLLOWS:
·3-PLYMAXIMUM,UNLESSOTHERWISENOTEDUSINGLVLsAND CONVENTIONALFRAMINGLUMBERSHALLBEFULLYSPIKED TOGETHERWITH2-10DNAILSAT12"O.C.
·4-PLYBUILT-UPFRAMINGANDLVLsARETOBESPIKEDTOGETHER WITHTHREE(3)SIMPSONSDS1"x6"SCREWS@12"O.C.ORAS OTHERWISENOTEDONTHEDRAWINGS;ORASRECOMMENDEDBY THEMANUFACTURER.
4.USEFULLYNAILEDMETALCONNECTORS(TECO,SIMPSON;ORAPPROVED EQUAL):JOISTORBEAMHANGERSWHENJOISTSORBEAMSFRAMEINTO ANOTHERJOISTORBEAMMEMBER.PROVIDEMETALPOSTCAPSANDBASES FORALLPOSTS.
5.PROJECTEXTERIORWALLFRAMINGTOBE2x6@16"O.C.
CASTINPLACECONCRETE:
1.CONCRETEWORKSHALLCONFORMTOTHELATESTAMERICANCONCRETE INSTITUTEFOR"BUILDINGCODEREQUIREMENTSFORREINFORCED CONCRETE"AND"SPECIFICATIONSFORSTRUCTURALCONCRETEFOR BUILDINGS".
2.CONCRETE:MINIMUM28DAYCOMPRESSIVESTRENGTHSF'c(28-DAYS)
CONCRETESHALLHAVEASLUMPOFNOMORETHAN4INCHESANDAIR ENTRAPMENTOF4-6%.THEUSEOFCALCIUMCHLORIDEISNOTPERMITTED. PROVIDEPROPERCONCRETEPROTECTIONORHEATINCOLDWEATHERAND MAINTAINPROPERCURINGPROCEDURESINACCORDANCEWITHTHEA.C.I.
3.BACKFILLUNDERANYPORTIONOFTHEFOUNDATIONSSHALLBECOMPACTED IN6INCHLIFTSOFGRAVELCOMPACTEDTO90-95%OFMODIFIEDPROCTOR DENSITY,ASAPPROVEDBYTHEENGINEER.
4.DONOTBACKFILLEXTERIORWALLSANYHIGHERTHAN3FEETABOVETHE TOPOFFOOTINGUNTILPERMANENTSTRUCTURALSUPPORTS(FRAMED FLOORSANDSLABS)AREINPLACE.BRACEALLWALLSANDGRADEBEAMS DURINGBACKFILLING,IFNECESSARY.
5.NOFOUNDATIONSHALLBEPLACEDINWATERORONFROZENGROUND.
6.FOOTINGSSHALLBEPROTECTEDAGAINSTFROSTUNTILPROJECTIS COMPLETED.
7.NOTIFYBUILDINGDEPARTMENTFORINSPECTIONATLEAST24HOURSPRIOR TOSCHEDULEDPLACEMENTOFCONCRETE.
8.PLACEMENTOFCONCRETEPOURSSHOULDHAVEAVERTICAL2"x4"KEYWITH CONTINUOUSREINFORCEMENT(40BARDIAMETERMIN.)THROUGHTHE CONSTRUCTIONJOINT.
9.DAMPPROOFALLFOUNDATIONWALLSBELOWGRADE,OTHERTHANFROST WALLS.
CASTINPLACECONCRETEREINFORCING:
1.REINFORCINGBARSSHALLCONFORMTOASTMA615ORA706GRADE60.
2.REINFORCEALLSLABASFOLLOWSUNLESSOTHERWISENOTED,FURNISH WWFINFLATSHEETS:
SLABSONGROUND: 6x6-W1.4xW1.4(21#)WWF
3.THEFOLLOWINGMINIMUMCLEARCONCRETECOVERSHALLBEPROVIDED UNLESSNOTEDOTHERWISEONTHEDRAWINGS: CONCRETECASTAGAINSTEARTH,ALLBARSIZES 3"
CONCRETEEXPOSEDTOEARTHORWEATHER,ALLBARSIZES 2"
4.UNLESSNOTEDOTHERWISE,BARSSHALLBECONTINUOUSANDSHALLRUN CONTINUOUSLYAROUNDCORNERS.BARSSHALLHAVESTANDARDHOOKSAT DISCONTINUOUSENDS.
5.SPLICESSHALLGENERALLYOCCURATMID-SPANFORTOPANDMIDDLEBARS ANDATSUPPORTFORBOTTOMBARSANDSHALLBESTAGGERED.PROVIDE CLASSBSPLICESFORALLCONTINUOUSREINFORCEMENT,UNLESS OTHERWISENOTED.
6.ALLREINFORCINGSHALLBEDETAILEDINACCORDANCEWITHACI315 MANUALOFSTANDARDPRACTICEFORDETAILINGREINFORCEDCONCRETE STRUCTURES.PROVIDEBARSUPPORTS,SPACERS,ANDACCESSORIES RECOMMENDEDINTHEACIDETAILINGMANUAL,PUBLICATIONSP-66.ALL REINFORCEMENTDETAILING,LAPSPLICES,ANDEMBEDMENTSSHALL CONFORMTOTHISMANUAL.ALLACCESSORIES,SUCHASSLABBOLSTERSAND BEAMANDSLABCHAIRSINCONTACTWITHEXPOSEDSURFACESSHALLBE PLASTIC-COATED.
7.SETANDTIEALLREINFORCEMENTBEFOREPLACINGCONCRETE.SETTING DOWELSANDREINFORCEMENTINTOWETCONCRETEISPROHIBITED.
8.MINIMUMANCHORAGESPLICEREQUIREMENTSFORREINFORCINGBARS,AND TEMPERATUREREINFORCEMENTINALLCONCRETESLABSSHALLBE ACCORDINGTOACI318,UNLESSOTHERWISESHOWNONDRAWINGS.
9.NOCONCRETESHALLBECASTBEFOREREVIEWANDAPPROVALOFTHE REINFORCINGANDEMBEDDEDITEMSHAVEBEENOBTAINEDFROMTHE ENGINEER.
10.ANYADDITIONALDRILLINGORCORINGSHALLNOTDAMAGEREINFORCING BARS.
11.SETANCHORBOLTSANDEMBEDDEDPLATESREQUIREDFORCONNECTIONOF WORKBYOTHERS.
STRUCTURALSTEEL:
1.MATERIAL
WIDEFLANGESHAPES: ASTMA-992(Fy50KSI)
OTHERROLLEDSHAPES&PLATES:ASTMA-36(Fy36KSI)
STRUCTURALTUBING,HSSSHAPES:ASTMA-500,GRADEB(Fy46KSI)
HEADEDSHEARSTUDS: COMPLYWITHAWSD1.1
FIELDBOLTS: ASTMA-325,3 4"MINDIA.,UNO
ANCHORRODS: ASTMF-1554(Fy36KSI),UNO
2.FABRICATORTODESIGNCONNECTIONSNOTDETAILED:
·CONNECTIONSARETOBEDESIGNEDBYTHEFABRICATORIN ACCORDANCEWITHTHEPROJECTSPECIFICATIONS,THEAISCLRFD SPECIFICATIONSFORSTRUCTURALSTEELBUILDINGS,THEAISC MANUAL,ANDTHESTRUCTURALSTEELFRAMINGPLANS,NOTESAND DETAILSOFTHESEDRAWINGS.SUBMITPDFCOPYTOTHE ENGINEERFORAPPROVALPRIORTOCONSTRUCTION.
·CONNECTIONCONFIGURATIONSINDICATEDONTHEPLANS,NOTES
ANDDETAILSREPRESENTTHEDESIGNINTENT.ITEMSSPECIFICALLY INDICATED:WELDS,STIFFENERS,BRACES,ETC.MUSTBEPROVIDED ATMINIMUMASSHOWN.ADDITIONALDESIGNANDDETAILINGOF CONNECTIONS,INCLUDINGCONSIDERATIONOFMEMBER THICKNESS,HOLES,CUTS,COPESANDTHEEFFECTSOF CONCENTRATEDFORCES,SHALLBEPROVIDEDBYTHECONTRACTOR.
·UNLESSSPECIFICREACTIONS,MOMENTS,SHEARS,ANDAXIAL FORCESAREINDICATED,DESIGNBEAMCONNECTIONSFOR REACTIONSDUETOTHEMAXIMUMUNIFORMLOADTHEBEAMCAN SUPPORTATITSSPAN,ASSHOWNINTHEAISCMANUALFOR SPECIFIEDYIELDSTRENGTH.
·WELDALLSTEELCONTACTSURFACES(OTHERTHANBOLTED CONNECTIONS)WITHACONTINUOUS3/16-INCHMINIMUMWELD.
·PROVIDEA1 4"DIAMETERWEEPHOLEATTHEBASEOFALLTUBE ANDPIPECOLUMNS.
·CONNECTIONBOLTSTOBE1 2"MINIMUMDIAMETERHIGHSTRENGTH ASTMA325.PROVIDEAMINIMUMOF2BOLTSPERCONNECTION.
·USE1 2"MINIMUMCAPPLATEORBASEPLATESFULLYWELDED AROUNDATCOLUMNSWITHA16"FILLETWELD,ORASOTHERWISE SPECIFIEDONTHEPLANS.
3.PRIMEPAINTINGISREQUIREDFORALLSTEELWHICHWILLBEVISIBLEINTHE COMPLETEDBUILDINGANDISNOTSCHEDULEDTORECEIVEFIREPROOFING, INCLUDINGAREASOFEXPOSEDSTRUCTURESHOWNONARCHITECTURAL DRAWINGS.
4.ALLEXTERIORWALLLINTELS,LEDGEANGLES,CANOPYFRAMING,MEMBERS ABOVETHEROOFLINEANDSTEELEXPOSEDTOWEATHERSHALLBEHOT DIPPEDGALVANIZED,UNLESSNOTEDOTHERWISE.
5.FORFLUSHFRAMEDSTEELBEAMSPACKOUTWEBWITH2XMATERIAL CARRIAGEBOLTEDTOWEB@16"O.C.WITHTWO1/2"DIAA307BOLTS(TOP ANDBOTTOM).CONNECTJOISTSTOBEAMWEBWITHHANGERS.FORSTEEL DROPBEAMSORANYBEAMSWHEREFRAMINGBEARSONTOPFLANGE,PIN2X TOTOPOFBEAMAT24"O.CUSINGRECESSED1/2"A307CARRIAGEBOLTSOR PNEUMATICPINS.FULLYNAILEACHJOISTABOVETOPINNED2XANDUSE METALCONNECTORATEVERYOTHERJOIST.
6.USE1 4"WEBSTIFFENERSONEACHSIDEOFWEBOVERALLPOSTSANDAT CONCRETEBEAMPOCKETS.ALSO,USESTIFFENERSATLOCATIONSWHERE THEREISPOSTLOADABOVE.
COORDINATIONANDCONSTRUCTION:
1.FIELDVERIFYEXISTINGDIMENSIONSANDELEVATIONSWHICHAFFECT FABRICATIONPRIORTOSUBMITTALOFSHOPDRAWINGSANDFABRICATION.
2.REFERTOARCHITECTURALANDMECHANICALDRAWINGSFORADDITIONAL, EMBEDDEDITEMS,SLEEVES,FLOORPITCHES,FILLS,ANDDEPRESSIONS.
3.STRUCTURALFRAMINGPLANSARETYPICALLYDRAWNASREFLECTEDPLANS SHOWINGBEAMS,WALLS,ANDCOLUMNSONTHEUNDERSIDEOFTHELEVEL SHOWN.
4.BRACEENTIRESTRUCTUREASREQUIREDTOMAINTAINSTABILITYUNTIL COMPLETEANDFUNCTIONINGASTHEDESIGNEDUNIT.
5.DONOTBACKFILLFOUNDATIONWALLSSPANNINGBETWEENBASEMENT SLABSANDSTRUCTURALFLOORSUNTILSUPPORTINGSLABSAREINPLACE.
6.VERIFYEXACTSIZEANDLOCATIONOFALLWALL,FLOOR,ANDROOF OPENINGSPRIORTOSUBMISSIONOFSHOPDRAWINGS.SHOWALLOPENINGS ONSHOPDRAWINGS.
8.INACCORDANCEWITHGENERALLYACCEPTEDCONSTRUCTIONPRACTICES, CONTRACTORWILLBESOLELYANDCOMPLETELYRESPONSIBLEFOR CONDITIONSOFTHEJOBSITE,INCLUDINGSAFETYOFALLPERSONSAND PROPERTYDURINGPERFORMANCEOFTHEWORK.THISREQUIREMENTWILL APPLYCONTINUOUSLYANDNOTBELIMITEDTOWORKINGHOURS.
9.THEDUTYOFTHEENGINEERTOCONDUCTCONSTRUCTIONREVIEWOF CONTRACTORSPERFORMANCEISNOTINTENDEDTOINCLUDEREVIEWOF ADEQUACYOFCONTRACTORSSAFETYMEASURESIN,ON,ORNEARTHE CONSTRUCTIONSITE.
PROJECT/CLIENT:
DRAWINGLIST
S1 COVERSHEETANDSTRUCTURALNOTES
S2 FOUNDATIONPLAN
S3 FIRSTFLOORFRAMINGPLAN
S4 SECONDFLOORFRAMINGPLAN
S5 ATTIC&LOWROOFFRAMINGPLAN
S6 ROOFFRAMINGPLAN
S7 WINDDETAILING
S8 STRUCTURALSECTIONSANDDETAILS
FOUNDATIONLEGEND
FOUNDATIONFOOTING 12" BF20BF24 PIERFOOTINGANDSIZE
FOUNDATIONWALL
FROSTWALL
EXISTINGFOUNDATIONWALL
STRUCTURALPOST: LALLYCOLUMN BF28
STRUCTURALPOST: STEELHSS
PIERABBREVIATIONS:
BF20:8"TUBEw/BIGFOOTBF20BASE. BF24:10"TUBEw/BIGFOOTBF24BASE. BF28:10"TUBEw/BIGFOOTBF28BASE BF36:12"TUBEw/BIGFOOTBF36BASE 12":12"SONOTUBE NOTALLPIERSIZESMAYBEUSEDONTHISPLANSET NOTE:2'x2'PRECASTCONCRETEPIERMAYBEUSEDAS ALTERNATEFORPIERSBF28ORSMALLER.
(1)LALLYCOLUMNSTOBECONCRETEFILLED,3000PSICONCRETE.MAXIMUMHEIGHTDESIGNED=10'-0". (2)FOOTINGTOBESETBELOWTOPOFSLABATDEPTHNOLESSTHANSPECIFIEDDEPTHOFFOOTING (3)REINFORCEDCONCRETEFOOTINGTOHAVESPECIFIEDREBARINEACHDIRECTION,LOCATEDINTHEBOTTOMOFFOOTINGDEPTH. (4)ALLLALLYCOLUMNSTOHAVEBOTTOMPLATESANCHOREDTOFOOTING.USELALLYLOCKSADDLETOPPLATEBYDEANCOLUMN,ORUSETOPPLATESSPECIFIEDIN SCHEDULEABOVE.
EXISTINGTOREMAIN,NOMODIFICATIONS (UNO) EXISTINGTOREMAIN,NOMODIFICATIONS (UNO)
1.FOUNDATIONDESIGNISBASEDUPONANALLOWABLESOILBEARINGPRESSUREOF2000PSF.SOILBEARINGMATERIALCAPACITYTOBE DETERMINEDBYSOILTESTSPRIORTOCONSTRUCTION.IFBEARINGMATERIALSWITHALOWERBEARINGCAPACITYTHAN1TONPER SQUAREFOOTAREENCOUNTEREDATTHESPECIFIEDELEVATIONS,THEUNDERLYINGMATERIALSHALLBEREMOVEDANDREPLACED WITHSUITABLEMATERIALTOBEAPPROVEDBYTHEENGINEER.
2.ALLBACKFILLUNDERSTRUCTURALSLABS,MATS,ANDOTHERFOUNDATIONELEMENTSSHALLBECOMPACTEDINMAX6"LIFTSTO95 PERCENTOFMAXIMUMDRYDENSITYPERASTMD1557,UNLESSOTHERWISEINDICATEDORSPECIFIED.FOUNDATIONELEMENTSSHALL RESTONLYONSUITABLEUNDISTURBEDORCOMPACTEDSTRUCTURALFILL.STRUCTURALFILLGRADATIONSHALLBENOLARGERTHAN 1",BETWEEN10%AND60%PASSINGTHENO.20SIEVEANDNOMORETHAN5%PASSINGTHENO.200SIEVE.
3.PROVIDE6"MINIMUMCRUSHEDSTONEUNDERCONCRETESLAB.GRADATIONFORCRUSHEDSTONESHALLBENOLARGERTHAN1", BETWEEN10%ANDAND50%PASSING1 2ANDNOMORETHAN5%PASSINGTHENO.4SIEVE.CRUSHEDSTONEREQUIRESCOMPACTION BYMAKINGATLEASTTHREEPASSESPER6-INCHTHICKLIFT(ORTHINNER)BYAVIBRATORYPLATECOMPACTORORVIBRATORYROLLER WITHMINIMUMSTATICWEIGHTOF200POUNDS.NOCOMPACTIONTESTINGISNECESSARYFORTHECRUSHEDSTONEFILLS.CRUSHED STONEFILLSTHICKERTHAN12INCHESSHOULDBEPLACEDINONE-FOOTLIFTSANDSHOULDBEMONITOREDBYATECHNICIANOR GEOTECHNICALENGINEER.
4.PROVIDESHEETING,BRACINGANDUNDERPINNINGTOPROTECTADJACENTUTILITYSTRUCTURES,ASREQUIRED.
5.OPENEXCAVATIONSAROUNDBUILDINGPERIMETERMUSTREMAINDRY.REMOVEWATERFROMOPENEXCAVATIONSPRIORTO BACKFILLING.
6.SHORINGANDBRACINGFORTHELATERALSUPPORTOFEXCAVATIONSHALLREMAININPLACEUNTILALLPERMANENTSTRUCTURAL SYSTEMSARECOMPLETEASAPPROVEDBYTHEENGINEER.
7.CONTRACTORSHALLPROVIDETEMPORARYBRACINGFORALLFOUNDATIONGRADEBEAMSDURINGTHEOPERATIONSOFBACKFILLING ANDCOMPACTION.
8.ALLREQUIREDINSERTSLEEVES,CONDUITS,EMBEDMENTSANDPENETRATIONSMUSTBEVERIFIEDWITHRESPECTIVETRADESBEFORE CASTINGCONCRETE.
9.NOFOUNDATIONELEMENT,BEAMORSLABSSHALLBEPLACEDONFROZENSOILORINWATER.
10.THEOWNERANDENGINEERASSUMENORESPONSIBILITYFORTHEVALIDITYOFTHESUBSURFACECONDITIONSDESCRIBEDONTHE DRAWINGS,SPECIFICATIONS,BORINGLOGS,ORTESTPITS.THEDATAISINCLUDEDONLYTOASSISTTHECONTRACTORDURING BIDDINGANDSUBSEQUENTCONSTRUCTIONANDREPRESENTCONDITIONSONLYOFTHESESPECIFIEDLOCATIONSATTHEPARTICULAR TIMETHEYWEREMADE.
11.ALLORGANICSOILSSUCHASTOPSOILORORGANICFILLFOUNDNEARTHESURFACEINSLABLOCATIONSMUSTBEREMOVED.THE UPPERTWOFEETOFFILLANDANYORGANICFILLMATERIALSEXPOSEDATTHEBASEOFEXCAVATIONSHOULDBEREMOVEDTO INORGANICFILLORUNDISTURBEDSILTYSANDS.COMPACTEDSTRUCTURALFILLSHALLBEUSEDASNEEDEDTOGRADEBEFOREGRAVEL BASEANDSLABPLACEMENT.
POSTUPFROMEXISTINGFOUNDATION. CONTRACTORTOVERIFYPRESENCEOF FOOTINGANDCONFIRMMIN.DEPTHOF48" BELOWGRADE(TYPALLNEWPOSTSON EXISTING).CONTACTENGINEERIFNECESSARY
EXISTINGTOREMAIN,NOMODIFICATIONS (UNO)
EXISTING2x10SPFJOISTS@16"O.C. (ASSUMED)TOREMAIN,CONTRACTORTO CONSULTENGINEERIFJOISTSSIZE, SPACING&DIRECTIONVARYFROMWHAT ISINDICATEDONDRAWINGS.(TYP)
EXISTINGLALLYCOLUMN TOREMAIN(TYP.)
HSS4x4xPOSTUP;SOLID BLOCK/REFERTO FOUNDATIONPLANFOR COLUMNANDFOOTINGSIZE OPENTO BELOW, STAIRWAY
EXISTINGCOLUMN TOBEREPLACED
FRAMINGLEGEND
STRUCTURALPOST:LALLYCOLUMN
STRUCTURALBEAM:LVL
STRUCTURALBEAM:CONVENTIONALLUMBER
STRUCTURALBEAM:STEEL
FLOORCEILINGJOIST:CONVENTIONALLUMBER
ROOFRAFTER:CONVENTIONALLUMBER
STRUCTURALPOST:LVL
STRUCTURALPOST:CONVENTIONALLUMBER
HANGERSCHEDULE
HANGERNOTES:
1.FORALLLVLHANGERS,USESCREWSLONGENOUGHTOENGAGEALLPLYSOFTHELVLBEINGCONNECTEDINTO.
2.ALLCONVENTIONALLUMBERTOUSEFULLYNAILEDMETALJOISTHANGERS.
3.LVLsTHATFRAMEAROUNDSTAIROPENINGMAYUSENAILEDLVLHANGERSINSTEADOFSCREWEDHANGERSASSHOWNINHANGER SCHEDULE.
DRAWINGNOTES:
1.REFERTOARCHITECTURALPLANSFORELEVATIONSANDFLOORLAYOUTS.NOTIFYENGINEERIFCONDITIONS VARYFROMSHOWNONTHESEPLANS.REFERTOGENERALSTRUCTURALNOTES(SHEETS1)FORADDITIONAL INFORMATIONANDSPECIFICATIONS. TIMBERFRAMINGMATERIALS:
1.TIMBERFRAMINGMEMBERSSHOWNONTHISPLANHAVEBEENDESIGNEDTOMEETTHESTANDARDFRAMING SPECIFICATIONS,NOTEDINTHEGENERALSTRUCTURALNOTESONSHEETS1OFTHISPLANSET.
2.TIMBERFRAMINGMEETINGSTANDARDSPECIFICATIONS,INGENERAL,WILLBEABBREVIATEDONTHESE STRUCTURALPLANS,UNLESSNOTEDSPECIFICALLYOTHERWISEONSTRUCTURALPLANS-ALLTIMBERFRAMING MATERIALSARETOMEETTHEFOLLOWINGSPECIFICATIONS: CONVENTIONALLUMBER: a.BOARDS&BEAMS
·INTERIOR(UNTREATED):SPRUCE-PINE-FIR(SPF),GRADE#2
·EXTERIOR(TREATED):SOUTHERNYELLOWPINE(SYP)PRESSURETREATED(PT),GRADE#2. b.POSTS
EXISTINGTOREMAIN,NOMODIFICATIONS (UNO)
EXISTINGTOREMAIN,NOMODIFICATIONS (UNO)
·INTERIOR(UNTREATED)-SPECIESASNOTEDONDRAWING. -DOUGLAS-FIR-LARCH(DFL),GRADE#2.
·EXTERIOR(TREATED):SOUTHERNYELLOWPINE(SYP)PRESSURETREATED(PT),GRADE#2. ENGINEEREDLUMBER: a.I-JOISTS
·SEETOENGINEERINGPLANSFORSPECIFICATIONS-JOISTTYPE/GRADEVARIES.REFERTOJOIST MANUFACTURERINSTRUCTIONS(ASWELLASSTRUCTURALPLANSANDCALCULATIONS)FOR REQUIREDI-JOISTBRACING,STIFFENERS,and/orCONNECTORS.
·JOISTHANGERSSHALLBEMETALANDARETOBEOFSUFFICIENTLOADRATINGTOCARRYDESIGN LOADS,HANGERTYPE/STYLEISCONTRACTORPREFERENCE.FOLLOWINSTALLATIONREQUIREMENTS BYMANUFACTURER(FASTENERS,STIFFENERS,ETC)TOOBTAINPROPERJOISTHANGERCAPACITY. b.BOARDS&BEAMS:
·INTERIOR(UNTREATED):LAMINATEDVENEERLUMBER(LVL)SOUTHERN-PINE(SP)GRADE2.1E 3100SP,WIDTH13"(UNO).
·EXTERIOR(TREATED):PARALLELSTRANDLUMBER(PSL)w/PRESERVATIVETREATMENT.(BEAMSIZE ASNOTEDONSTRUCTURALFRAMINGPLANS).EXTERIORPSLHORIZONTALMEMBERSTOBE TRUSJOIST®2.0EPARALLAM®PLUSPSLSL2MOISTUSERATED;ORANAPPROVEDEQUIVALENTBY ENGINEER.
c.POSTS:
·INTERIOR(UNTREATED):LAMINATEDVENEERLUMBER(LVL)SOUTHERN-PINE(SP),GRADE1.8E2650
·EXTERIOR(TREATED):PARALLELSTRANDLUMBER(PSL)w/PRESERVATIVETREATMENT.(POSTSIZE ASNOTEDONPLAN).EXTERIORPSLHORIZONTALMEMBERSTOBETRUSJOIST®2.0EPARALLAM® PLUSPSLSL2MOISTUSERATED;ORANAPPROVEDEQUIVALENTBYENGINEER.
FRAMINGLEGEND
STRUCTURALPOST:LALLYCOLUMN
STRUCTURALBEAM:LVL
STRUCTURALBEAM:CONVENTIONALLUMBER
STRUCTURALBEAM:STEEL
FLOORCEILINGJOIST:CONVENTIONALLUMBER
ROOFRAFTER:CONVENTIONALLUMBER
BEARINGWALLBELOW BEARINGWALLABOVE
EXISTINGBEARINGWALLBELOW
STRUCTURALPOST:STEELHSS
STRUCTURALPOST:LVL
STRUCTURALPOST:CONVENTIONALLUMBER
STRUCTURALPOSTABOVE
DOOR/WINDOWHEADERS:
STANDARDHEADER(REFERTOSTRUCTURALNOTES,SHEETS1) (3)2x8SPF#2CONTINUOUSHEADERw/(2)2x6 STUDSEACHENDANDATALLSTUDPOCKETS
(3)1"x74LVL2.1E3100SPCONTINUOUS HEADERw/4x6DFL#2POSTSEACHEND.
HANGERSCHEDULE
2B02:(2)LVLF.F.BEAMALIGNW/ POSTABOVE.HANGONEENDFROM2B01. PROVIDESOLIDBLOCKINGADJACENT2 BAYSONEACHSIDEOFBEAM@4'O.C.
4x4LVLPOSTDOWN W/POSTCAP
2B01:W8x67FLUSHFRAMEDCANTILEVEREDSTEELBEAM. PACKOUTWEBw/2xMATERIALCARRIAGEBOLTEDTO WEB@16"O.C.USING(2)1DIAMETERA307BOLTS(TOP ANDBOTTOM).PIN2XTOTOPOFBEAM@24"O.C.USING CARRIAGEBOLTSORPNEUMATICPINSTOCARRYWALL ABOVE.HANGJOISTSFROMWEBW/METALHANGERS.SEE S8FORLVLTOSTEELCONNECTIONDETAIL.
HANGERNOTES:
1.FORALLLVLHANGERS,USESCREWSLONGENOUGHTOENGAGEALLPLYSOFTHELVLBEINGCONNECTEDINTO.
2.ALLCONVENTIONALLUMBERTOUSEFULLYNAILEDMETALJOISTHANGERS.
3.LVLsTHATFRAMEAROUNDSTAIROPENINGMAYUSENAILEDLVLHANGERSINSTEADOFSCREWEDHANGERSASSHOWNINHANGER SCHEDULE.
DRAWINGNOTES:
1.REFERTOARCHITECTURALPLANSFORELEVATIONSANDFLOORLAYOUTS.NOTIFYENGINEERIFCONDITIONS VARYFROMSHOWNONTHESEPLANS.REFERTOGENERALSTRUCTURALNOTES(SHEETS1)FORADDITIONAL INFORMATIONANDSPECIFICATIONS.
TIMBERFRAMINGMATERIALS:
1.TIMBERFRAMINGMEMBERSSHOWNONTHISPLANHAVEBEENDESIGNEDTOMEETTHESTANDARDFRAMING SPECIFICATIONS,NOTEDINTHEGENERALSTRUCTURALNOTESONSHEETS1OFTHISPLANSET.
2.TIMBERFRAMINGMEETINGSTANDARDSPECIFICATIONS,INGENERAL,WILLBEABBREVIATEDONTHESE STRUCTURALPLANS,UNLESSNOTEDSPECIFICALLYOTHERWISEONSTRUCTURALPLANS-ALLTIMBERFRAMING MATERIALSARETOMEETTHEFOLLOWINGSPECIFICATIONS:
CONVENTIONALLUMBER: a.BOARDS&BEAMS
·INTERIOR(UNTREATED):SPRUCE-PINE-FIR(SPF),GRADE#2
·EXTERIOR(TREATED):SOUTHERNYELLOWPINE(SYP)PRESSURETREATED(PT),GRADE#2. b.POSTS
·INTERIOR(UNTREATED)-SPECIESASNOTEDONDRAWING. -DOUGLAS-FIR-LARCH(DFL),GRADE#2.
·EXTERIOR(TREATED):SOUTHERNYELLOWPINE(SYP)PRESSURETREATED(PT),GRADE#2. ENGINEEREDLUMBER: a.I-JOISTS
·SEETOENGINEERINGPLANSFORSPECIFICATIONS-JOISTTYPE/GRADEVARIES.REFERTOJOIST MANUFACTURERINSTRUCTIONS(ASWELLASSTRUCTURALPLANSANDCALCULATIONS)FOR REQUIREDI-JOISTBRACING,STIFFENERS,and/orCONNECTORS.
·JOISTHANGERSSHALLBEMETALANDARETOBEOFSUFFICIENTLOADRATINGTOCARRYDESIGN LOADS,HANGERTYPE/STYLEISCONTRACTORPREFERENCE.FOLLOWINSTALLATIONREQUIREMENTS BYMANUFACTURER(FASTENERS,STIFFENERS,ETC)TOOBTAINPROPERJOISTHANGERCAPACITY.
b.BOARDS&BEAMS:
·INTERIOR(UNTREATED):LAMINATEDVENEERLUMBER(LVL)SOUTHERN-PINE(SP)GRADE2.1E 3100SP,WIDTH13"(UNO).
·EXTERIOR(TREATED):PARALLELSTRANDLUMBER(PSL)w/PRESERVATIVETREATMENT.(BEAMSIZE ASNOTEDONSTRUCTURALFRAMINGPLANS).EXTERIORPSLHORIZONTALMEMBERSTOBE TRUSJOIST®2.0EPARALLAM®PLUSPSLSL2MOISTUSERATED;ORANAPPROVEDEQUIVALENTBY ENGINEER.
c.POSTS:
·INTERIOR(UNTREATED):LAMINATEDVENEERLUMBER(LVL)SOUTHERN-PINE(SP),GRADE1.8E2650
·EXTERIOR(TREATED):PARALLELSTRANDLUMBER(PSL)w/PRESERVATIVETREATMENT.(POSTSIZE ASNOTEDONPLAN).EXTERIORPSLHORIZONTALMEMBERSTOBETRUSJOIST®2.0EPARALLAM® PLUSPSLSL2MOISTUSERATED;ORANAPPROVEDEQUIVALENTBYENGINEER.
FRAMINGLEGEND
STRUCTURALPOST:LALLYCOLUMN
STRUCTURALBEAM:LVL
STRUCTURALBEAM:CONVENTIONALLUMBER
STRUCTURALBEAM:STEEL
STRUCTURALPOST:STEELHSS
STRUCTURALPOST:LVL
2x8SPFJACK JOISTS@16"O.C. 2x8SPFJACK JOISTS@16"O.C.
2x8SPFCEILINGJOISTS@16"O.C.
FLOORCEILINGJOIST:CONVENTIONALLUMBER
ROOFRAFTER:CONVENTIONALLUMBER
BEARINGWALLBELOW
BEARINGWALLABOVE
EXISTINGBEARINGWALLBELOW
STRUCTURALPOST:CONVENTIONALLUMBER
DOOR/WINDOWHEADERS:
STANDARDHEADER(REFERTOSTRUCTURALNOTES,SHEETS1) (3)2x8SPF#2CONTINUOUSHEADERw/(2)2x6 STUDSEACHENDANDATALLSTUDPOCKETS
(2)2x8SPF CEILINGJOISTS
CJ01:2x10SPFCEILINGJOISTS@16"O.C. PROVIDESOLIDBLOCKINGBETWEENJOISTSAT RAFTERTOJOISTCONNECTION.SEEROOF FRAMINGPLANFORCONNECTIONSPECIFICATION
HANGERNOTES:
HANGERSCHEDULE
1.FORALLLVLHANGERS,USESCREWSLONGENOUGHTOENGAGEALLPLYSOFTHELVLBEINGCONNECTEDINTO.
2.ALLCONVENTIONALLUMBERTOUSEFULLYNAILEDMETALJOISTHANGERS.
3.LVLsTHATFRAMEAROUNDSTAIROPENINGMAYUSENAILEDLVLHANGERSINSTEADOFSCREWEDHANGERSASSHOWNINHANGER SCHEDULE.
DRAWINGNOTES:
1.REFERTOARCHITECTURALPLANSFORELEVATIONSANDFLOORLAYOUTS.NOTIFYENGINEERIFCONDITIONS VARYFROMSHOWNONTHESEPLANS.REFERTOGENERALSTRUCTURALNOTES(SHEETS1)FORADDITIONAL INFORMATIONANDSPECIFICATIONS.
TIMBERFRAMINGMATERIALS:
1.TIMBERFRAMINGMEMBERSSHOWNONTHISPLANHAVEBEENDESIGNEDTOMEETTHESTANDARDFRAMING SPECIFICATIONS,NOTEDINTHEGENERALSTRUCTURALNOTESONSHEETS1OFTHISPLANSET.
2.TIMBERFRAMINGMEETINGSTANDARDSPECIFICATIONS,INGENERAL,WILLBEABBREVIATEDONTHESE STRUCTURALPLANS,UNLESSNOTEDSPECIFICALLYOTHERWISEONSTRUCTURALPLANS-ALLTIMBERFRAMING MATERIALSARETOMEETTHEFOLLOWINGSPECIFICATIONS:
CONVENTIONALLUMBER: a.BOARDS&BEAMS
·INTERIOR(UNTREATED):SPRUCE-PINE-FIR(SPF),GRADE#2
·EXTERIOR(TREATED):SOUTHERNYELLOWPINE(SYP)PRESSURETREATED(PT),GRADE#2. b.POSTS
·INTERIOR(UNTREATED)-SPECIESASNOTEDONDRAWING. -DOUGLAS-FIR-LARCH(DFL),GRADE#2.
·EXTERIOR(TREATED):SOUTHERNYELLOWPINE(SYP)PRESSURETREATED(PT),GRADE#2. ENGINEEREDLUMBER: a.I-JOISTS
·SEETOENGINEERINGPLANSFORSPECIFICATIONS-JOISTTYPE/GRADEVARIES.REFERTOJOIST MANUFACTURERINSTRUCTIONS(ASWELLASSTRUCTURALPLANSANDCALCULATIONS)FOR REQUIREDI-JOISTBRACING,STIFFENERS,and/orCONNECTORS.
·JOISTHANGERSSHALLBEMETALANDARETOBEOFSUFFICIENTLOADRATINGTOCARRYDESIGN LOADS,HANGERTYPE/STYLEISCONTRACTORPREFERENCE.FOLLOWINSTALLATIONREQUIREMENTS BYMANUFACTURER(FASTENERS,STIFFENERS,ETC)TOOBTAINPROPERJOISTHANGERCAPACITY.
b.BOARDS&BEAMS:
·INTERIOR(UNTREATED):LAMINATEDVENEERLUMBER(LVL)SOUTHERN-PINE(SP)GRADE2.1E 3100SP,WIDTH13"(UNO).
·EXTERIOR(TREATED):PARALLELSTRANDLUMBER(PSL)w/PRESERVATIVETREATMENT.(BEAMSIZE ASNOTEDONSTRUCTURALFRAMINGPLANS).EXTERIORPSLHORIZONTALMEMBERSTOBE TRUSJOIST®2.0EPARALLAM®PLUSPSLSL2MOISTUSERATED;ORANAPPROVEDEQUIVALENTBY ENGINEER.
c.POSTS:
·INTERIOR(UNTREATED):LAMINATEDVENEERLUMBER(LVL)SOUTHERN-PINE(SP),GRADE1.8E2650
·EXTERIOR(TREATED):PARALLELSTRANDLUMBER(PSL)w/PRESERVATIVETREATMENT.(POSTSIZE ASNOTEDONPLAN).EXTERIORPSLHORIZONTALMEMBERSTOBETRUSJOIST®2.0EPARALLAM® PLUSPSLSL2MOISTUSERATED;ORANAPPROVEDEQUIVALENTBYENGINEER.
FRAMINGLEGEND
STRUCTURALPOST:LALLYCOLUMN
2x10SPFRAFTERS@16"O.C.(TYP)
2x6PTSYP#2LEDGERBOLTEDTO BANDJOISTW/DIAMETERLAG BOLTS@16"O.C.(STAGGERED). BOLTSTOBEA307GRADE.USE WASHERSTHATPROVIDEAT LEASTSIOFBEARINGSURFACE AREA.IFLAGSCREWSAREUSED, THEYSHOULDPENETRATE BEYONDBANDBOARD.(TYPICAL)
BEAMBELOW(TYP.),SEE ATTICFRAMINGPLAN
STRUCTURALBEAM:LVL
STRUCTURALBEAM:CONVENTIONALLUMBER
STRUCTURALBEAM:STEEL
FLOORCEILINGJOIST:CONVENTIONALLUMBER
ROOFRAFTER:CONVENTIONALLUMBER
BEARINGWALLBELOW BEARINGWALLABOVE
EXISTINGBEARINGWALLBELOW
STRUCTURALPOST:STEELHSS
STRUCTURALPOST:LVL
STRUCTURALPOST:CONVENTIONALLUMBER
DOOR/WINDOWHEADERS:
HANGERSCHEDULE
2x10SPFRAFTERS@16" O.C.NAILEACH OVERFRAMEDRAFTERTO JOISTSw/(5)16d COMMONNAILSATEACH CONNECTIONAND PROVIDESOLIDBLOCKING BETWEENJOISTS.
PROVIDE(2)2x10SPF RAFTERSAROUNDPERIMETER OFSKYLIGHT(TYP.@ALL SKYLIGHTLOCATIONS)
EXISTINGHIPBOARD
EXISTING2x10SPFRAFTERS@16"O.C. TOREMAIN,CONTRACTORTOCONSULT ENGINEERIFRAFTERSIZE,SPACING& DIRECTIONVARYFROMWHATIS INDICATEDONDRAWINGS.(TYP)
EXISTINGHIPBOARD
HANGERNOTES:
1.FORALLLVLHANGERS,USESCREWSLONGENOUGHTOENGAGEALLPLYSOFTHELVLBEINGCONNECTEDINTO.
2.ALLCONVENTIONALLUMBERTOUSEFULLYNAILEDMETALJOISTHANGERS.
3.LVLsTHATFRAMEAROUNDSTAIROPENINGMAYUSENAILEDLVLHANGERSINSTEADOFSCREWEDHANGERSASSHOWNINHANGER SCHEDULE.
DRAWINGNOTES:
1.REFERTOARCHITECTURALPLANSFORELEVATIONSANDFLOORLAYOUTS.NOTIFYENGINEERIFCONDITIONS VARYFROMSHOWNONTHESEPLANS.REFERTOGENERALSTRUCTURALNOTES(SHEETS1)FORADDITIONAL INFORMATIONANDSPECIFICATIONS.
TIMBERFRAMINGMATERIALS:
1.TIMBERFRAMINGMEMBERSSHOWNONTHISPLANHAVEBEENDESIGNEDTOMEETTHESTANDARDFRAMING SPECIFICATIONS,NOTEDINTHEGENERALSTRUCTURALNOTESONSHEETS1OFTHISPLANSET.
2.TIMBERFRAMINGMEETINGSTANDARDSPECIFICATIONS,INGENERAL,WILLBEABBREVIATEDONTHESE STRUCTURALPLANS,UNLESSNOTEDSPECIFICALLYOTHERWISEONSTRUCTURALPLANS-ALLTIMBERFRAMING MATERIALSARETOMEETTHEFOLLOWINGSPECIFICATIONS:
CONVENTIONALLUMBER: a.BOARDS&BEAMS
·INTERIOR(UNTREATED):SPRUCE-PINE-FIR(SPF),GRADE#2
·EXTERIOR(TREATED):SOUTHERNYELLOWPINE(SYP)PRESSURETREATED(PT),GRADE#2. b.POSTS
·INTERIOR(UNTREATED)-SPECIESASNOTEDONDRAWING. -DOUGLAS-FIR-LARCH(DFL),GRADE#2.
·EXTERIOR(TREATED):SOUTHERNYELLOWPINE(SYP)PRESSURETREATED(PT),GRADE#2. ENGINEEREDLUMBER: a.I-JOISTS
·SEETOENGINEERINGPLANSFORSPECIFICATIONS-JOISTTYPE/GRADEVARIES.REFERTOJOIST MANUFACTURERINSTRUCTIONS(ASWELLASSTRUCTURALPLANSANDCALCULATIONS)FOR REQUIREDI-JOISTBRACING,STIFFENERS,and/orCONNECTORS.
·JOISTHANGERSSHALLBEMETALANDARETOBEOFSUFFICIENTLOADRATINGTOCARRYDESIGN LOADS,HANGERTYPE/STYLEISCONTRACTORPREFERENCE.FOLLOWINSTALLATIONREQUIREMENTS BYMANUFACTURER(FASTENERS,STIFFENERS,ETC)TOOBTAINPROPERJOISTHANGERCAPACITY.
b.BOARDS&BEAMS:
·INTERIOR(UNTREATED):LAMINATEDVENEERLUMBER(LVL)SOUTHERN-PINE(SP)GRADE2.1E 3100SP,WIDTH13"(UNO).
·EXTERIOR(TREATED):PARALLELSTRANDLUMBER(PSL)w/PRESERVATIVETREATMENT.(BEAMSIZE ASNOTEDONSTRUCTURALFRAMINGPLANS).EXTERIORPSLHORIZONTALMEMBERSTOBE TRUSJOIST®2.0EPARALLAM®PLUSPSLSL2MOISTUSERATED;ORANAPPROVEDEQUIVALENTBY ENGINEER.
c.POSTS:
·INTERIOR(UNTREATED):LAMINATEDVENEERLUMBER(LVL)SOUTHERN-PINE(SP),GRADE1.8E2650
·EXTERIOR(TREATED):PARALLELSTRANDLUMBER(PSL)w/PRESERVATIVETREATMENT.(POSTSIZE ASNOTEDONPLAN).EXTERIORPSLHORIZONTALMEMBERSTOBETRUSJOIST®2.0EPARALLAM® PLUSPSLSL2MOISTUSERATED;ORANAPPROVEDEQUIVALENTBYENGINEER.
FORSI:1INCH25.4MM,1FOOT304.8MM,1MILEPERHOUR0.447M/S;1KSI6.895MPA.
1.PANELSTRENGTHAXISPARALLELORPERPENDICULARTOSUPPORTS.THREE-PLYPLYWOODSHEATHINGWITHSTUDSSPACEDMORETHAN16INCHESONCENTERSHALLBEAPPLIEDWITHPANELSTRENGTHAXISPERPENDICULARTOSUPPORTS.
2.TABLEISBASEDONWINDPRESSURESACTINGTOWARDANDAWAYFROMBUILDINGSURFACESINACCORDANCEWITHSECTIONR301.2.LATERALBRACINGREQUIREMENTSSHALLBEINACCORDANCEWITHSECTIONR602.10. 3.WOODSTRUCTURALPANELSWITHSPANRATINGSOFWALL-16ORWALL-24SHALLBEPERMITTEDASANALTERNATETOPANELSWITHA24/0SPANRATING.PLYWOODSIDINGRATED16O.C.OR24O.C.SHALLBEPERMITTEDASANALTERNATETO PANELSWITHA24/16SPANRATING.WALL-16ANDPLYWOODSIDING16O.C.SHALLBEUSEDWITHSTUDSSPACEDNOTMORETHAN16INCHESONCENTER.
BRACEDWALLREQUIREMENTS(130-140MPH)PERR602.10FORWSP REQUIRED ACTUALCOMPLIANCE
R602.10.1.3 MAXIMUMBRACEDWALLLINESPACING 60FEET 35FEET PASS
R602.10.3(1)BRACINGREQUIREMENTSBASEDONWINDSPEED(<130MPH) #FEETOFBRACEDWALL@1STFLOOR - -#FEETOFBRACEDWALL@2NDFLOOR 8FEET 8FEET PASS
R602.10.5 MINIMUMLENGTHOFBRACEDWALLPANELS 4FEET 4FEET PASS
GeneralNotes:
Allowedholezonesuitableforheadersandbeamswithuniform loadsonly. Roundholesonly Noholesincantilevers. Noholesinheadersorbeamsinplankorientation. OtherpenetrationsandloadingconditionsmaybeaccePT SYPable,contactengineerforapproval.
SeeillustrationforAllowedHoleZone
