breaking convention with timber offices
TRANSCRIPT
BreakingConventionwithTimberOfficesOfferingDistinctAlternativestotheMonotonyofOurCurrentWorkplaceInfrastructure
PresentedbyWoodWorks forNon-residentialConstruction
Photo:Credit
“TheWoodProductsCouncil” isaRegisteredProviderwithTheAmericanInstituteofArchitectsContinuingEducationSystems(AIA/CES),Provider#G516.
Credit(s)earnedoncompletionofthiscoursewillbereportedtoAIACES forAIAmembers.CertificatesofCompletionforbothAIAmembersandnon-AIAmembersareavailableuponrequest.
ThiscourseisregisteredwithAIACESforcontinuingprofessionaleducation.Assuch,itdoesnotincludecontentthatmaybedeemedorconstruedtobeanapprovalorendorsementbytheAIAofanymaterialofconstructionoranymethodormannerofhandling,using,distributing,ordealinginanymaterialorproduct.
______________________________Questionsrelatedtospecificmaterials,methods,andserviceswillbeaddressedattheconclusionofthispresentation.
CourseDescription
Greatsolutionsoftenliebeyondconvention.ConsiderthatmostofficesintheU.S.couldbebuiltwithawoodstructureyetthisoptiongoeslargelyunexplored.Manydesignersassumethey’relimitedtoconcreteandsteelforworkplaceenvironments—becausethat’sthecommondefault—but,infact,woodconstructioncanaccommodatethespaceandperformanceneedsofofficeoccupancies,whileprovidingadvantagessuchasspeed,costsavings,andreducedenvironmentalimpact.Focusingoncommondesignconsiderations(e.g.,layoutflexibility,land-useconstraints,andmarketclassification)thispresentationwillexaminethepotentialforlight-frameandheavytimberstructuralsolutions.Topicswillincludebuildingcodeopportunitiesrelatedtofireandlifesafety,structuraldesignandlayout,andcost.
1. Reviewbuildingcodeopportunitiesrelatedtofireandlifesafety,withemphasisonconstructiontypes,fireresistance,andinterior/exteriorfinishrequirements.
2. Exploreavarietyofsuitablestructurallayoutsforlight-frameandheavytimbersolutions,demonstratinghowtoachieveflexibilityofbothspaceandfunction.
3. EvaluatethecostandvaluepropositionofaclassAheavytimberofficesolutionusingsuccessfulbuiltexamples.
4. AssessthecostandvaluepropositionofaclassBlight-frameofficesolutionusingsuccessfulbuiltexamples.
LearningObjectives
• DesignConsiderationsforOffices
• ReviewFireandLifeSafetyOpportunities/Challenges
• LayoutDiscussion
• UnderstandingCost&Value
• ClassB/CLightFrameWoodOfficeSolution
• ClassAMassTimberOfficeSolution
OUTLINE
Whenaskedwhytheydidn’ttypically
designofficesinwood,Architects
responded...
• “Doesthebuildingcodeeven
allowofficestobebuiltin
wood?”
• “Canwoodaccommodatethe
gridspacingneededfor
adaptableofficefloorplans?”
• “Isitpossibletoachievehigh
performanceexpectations
…affordably?”
ClassificationsofOfficeSpace
ClassA
• New/NewlyRenovated• Prime/Centrallocation• On-siteparking• HighTechBuildingSystems(HVAC,elevators,utilities)
• Highqualityupkeep/maintenance
• Significantinsize• ContemporaryDesign
PROJECT:FederalCenterSouth,Building1202– Seattle,WAARCHITECT:ZGFArchitectsLLPENGINEER:KPFFConsultingEngineersPHOTOCREDIT:BenjaminBenschneider
Ownership/IntendedTenant
Custom
CoreandShellandfitup
ProductiveEnvironment
ReflectiveofCompanyCulture
MinimizeLongTermCosts
Accommodatescurrentandfutureneeds
Speculative
CoreandShell
Attractive
Distinctive
MaximizeROI
MaximumFlexibility
LocationandScale
Urban/MetroArea
Conditions:• SmallerSites• IncreasedDensity
Likely:• Mid-HighRise• RegularFootprint
SubUrban/Rural
Conditions:• LargerSites• ReducedDensity
Likely:• Low-MidRise• IrregularFootprint
DavidandLucilePackardFoundation• Location:LosAltos,CA• 2story,TypeVB• 49,000sf• Custom,Sub-Urban,Low-rise,
IrregularFootprint
ARCHITECT:EHDDENGINEER:TippingMarPHOTOCREDIT:JeremyBittermann,courtesyEHDD
TheRadiator• Location:Portland,OR• 5story,TypeIIIB• 36,000sf• Speculative,Urban,Mid-rise,
RegularFootprint
ARCHITECT:PATHArchitectureENGINEER:Munzing StructuralEngineeringPHOTOCREDIT:JoshPartee&CaitlinMurray
“Doesthebuildingcodeevenallowofficestobebuiltinwood?”
PREFACE:2015WoodWorksMarketAnalysis
Woodisunderutilizedinofficeconstruction:• Nearly75%ofoffices
arelessthan50ksfintotalbuildingarea
Numbe
rofO
fficeProjects(2015)
0-5050-100100-150150-200 200-250250-300300-350350-400400-450>450
ProjectSquareFootage(x1000)
PREFACE:2015WoodWorksMarketAnalysis
Woodisunderutilizedinofficeconstruction:• Nearly75%ofoffices
buildingsarelessthan50ksfintotalbuildingarea
• Morethan85%ofofficeprojectsare4storiesorless
MostOfficeProjectsCouldBeWoodConstruction
Numbe
rofP
rojects
Area(ft2)
HeightsandAreas
HeightandArea(WithAllowableIncreases)
IIB
Stories1 4Height1(ft) 75 MaxStory Area2(ft2) 69kTotalBuildingArea3 (ft2) 207k1 AssumesNFPA13sprinklers throughout (IBC504.2)2 AssumesNFPA13sprinklers throughout (IBC506.3)3Assumes3ormorenumber ofstories(IBC506.4)
MultiStoryBusinessOccupancy(B)BasedonIBC2012Table503w/allowableincreases
70’**(4)
IIB IIIB VA VB
4 4 4 375 75 70 60 69k 57k 54k 27k207k 171k 162k 81k
**ASCE712.2-1limitswoodshearwallseismicsystemsto65’inheightinSDCD,E,F
HeightsandAreas
Construction Type IIA
Stories1 6Height1(ft) 85Story Area2(ft2) 112.5kTotalBuildingArea3 (ft2) 337.5k
BasedonIBC2012Table503w/allowableincreases
MultiStoryBusinessOccupancy(B)
1 AssumesNFPA13sprinklers throughout (IBC504.2)2 AssumesNFPA13sprinklers throughout (IBC506.3)3Assumes3ormorenumber ofstories(IBC506.4)
IIA IIIA IV
6 6 685 85 85112.5k 85.5k 108k337.5k 256.5k 324k
85’**(6)
**ASCE712.2-1limitswoodshearwallseismicsystemsto65’inheightinSDCD,E,F
TypeIIIConstruction
• Exteriorwallsareofnoncombustiblematerials.
• FireRetardantTreated(FRT)woodispermittedinexteriorwallsof2hrfireratingorless.
• Interiorbuildingelementsareofanymaterialpermissiblebycode.
TypeIVConstruction
• Exteriorwallsareofnoncombustiblematerials.
• FireRetardantTreated(FRT)woodispermittedinexteriorwallsof2hrfireratingorless.
• Interiorbuildingelementsareofsolidorlaminatedwoodwithoutconcealedspaces.
• Interiorelementshaverequiredminimumsizes.
• PartitionsareofsolidwoodORof1hrfire-resistance
Element MinimumSize/ DescriptionRoofDecking • 1-1/8"Wood Structural Panel
• 2xthicknominal(solidsawnorglulamplanks)• 15/32”WSPover3xwideminonedgesolid• otherw/equivalentfireresistance
RoofFraming 4x6beam
FloorDecking • 1xT&G flooringor15/32”WSPover3x minsawnorglulam planks,splinedortongueandgrooved
• 15/32”WSPovermin4xwideonedgewellspikedw/no continuous jointsexceptatsupport
FloorFraming 6x10beam/ 8x8timbertruss
Column • 8x8 supportingfloor• 6x8supportingroofonly
Partitions • (2)Layersof1”boards• 4”thicklaminatedconstruction• 1hrratedassembly
ExteriorMembers With20’minofseparation,abovesizesapply
TypeIVConstruction
TypeIVConstruction– ConcealedSpaces
ComparingOtherConstructionTypeDistinctions
FireRatingofStructuralElements
IIA IIB
IBCTable601
Exteriorbearingwalls(hrs) 1 0Interiorbearingwalls(hrs) 1 0Allotherelements(hrs) 1 0
IBCTable602
X< 10 ft 1 110 ft ≤X<30ft 1 0X≥ 30ft 0 0
IBCChapter7ShaftWalls(IBC713.4)1 2 max 2 maxFireWalls(706.4)– BOccupancy 2 2
1 ShaftWallsareconstructedasFireBarriers(707.3.1).ShaftEnclosuresrequirea2hrratingwhenconnecting4storiesormore(1hrforlessthan4stories).
3hrfire-resistancerating2hrfire-resistancerating1hrfire-resistancerating
FireRatingofStructuralElements
IIIA IIIB IV
IBCTable601
Exteriorbearingwalls(hrs) 2 2 2Interiorbearingwalls(hrs) 1 0 1/HT Allotherelements(hrs) 1 0 HT
IBCTable602(ExteriorNon-bearingwalls)
X< 10 ft 1 1 110 ft ≤X<30ft 1 1 1X≥ 30ft 0 0 0
IBCChapter7ShaftWalls(IBC713.4)1 2 max 2max 2 maxFireWalls(706.4)– BOccupancy 3 3 3
1 ShaftWallsareconstructedasFireBarriers(707.3.1).ShaftEnclosuresrequirea2hrratingwhenconnecting4storiesormore(1hrforlessthan4stories).
ComparingOtherConstructionTypeDistinctions
3hrfire-resistancerating2hrfire-resistancerating1hrfire-resistancerating
ExteriorWalls(IBC705)
705.5 FireResistanceRatings.Exteriorwallsshallbefire-resistanceratedinaccordancewithTables601and602andthissection.Therequiredfire-resistanceratingofexteriorwallswithafireseparationdistanceofgreaterthan10feet(3048mm)shallberatedforexposuretofirefromtheinside.Therequiredfire-resistanceratingofexteriorwallswithafireseparationdistanceoflessthanorequalto10feet(3048mm)shallberatedforexposuretofirefrombothsides.
Example:TypeIIIBorTypeIVbuilding• Non-Bearing@20ft
Ø 1hrratedfrominsideexposure• Non-Bearing@5ft
Ø 1hrratedfromexposureonbothsides
30’>X>10’X<10’
SprinklerRequirementsinBuildings
Advantages:• Increasedheight
• Additional20ft• AdditionalStory
• Increasedareabyupto4x• Additional 2xfor
multi-story• Additional 3xfor
singlestory• Ifnotneededfor
heightandarea,canbeusedasasubstitutefor1hrratingoffloor/roof(notunder2015IBC)
d.Anapprovedautomaticsprinklersysteminaccordancewith Section903.3.1.1 shallbeallowedtobesubstitutedfor1-hourfire-resistance-ratedconstruction,providedsuchsystemisnototherwiserequiredbyotherprovisionsofthecodeorusedforanallowableareaincreaseinaccordance
with Section506.3 oranallowableheightincreaseinaccordancewith Section504.2. The1-hoursubstitution forthefireresistanceofexteriorwallsshallnotbepermitted.
FireRatingofStructuralElements
IIB IIIB IV
IBCTable601
Exteriorbearingwalls(hrs) 0 2 2Interiorbearingwalls(hrs) 0 0 1/HTAllotherelements(hrs) 0 0 HT
IBCTable602
X< 10 ft 1 1 110 ft ≤X<30ft 0 1 1X≥ 30ft 0 0 0
IBCChapter7ShaftWalls(IBC713.4)1 2 max 2 max 2 maxFireWalls(706.4)– BOccupancy 2 3 3
Forupto4stories….
Protectionnottypicallyrequired:• Floors/Ceilings• Columns• IIIBInteriorWalls
Couldbeprotectedbycalculatedfireresistance:• ExteriorWalls• Shaftwalls
ExposingFraming– Heavy/Mass
Timber
1 ShaftWallsareconstructedasFireBarriers(707.3.1).ShaftEnclosuresrequirea2hrratingwhenconnecting4storiesormore(1hrforlessthan4stories).
FireRatingofStructuralElements
IIA IIIA IV
IBCTable601
Exteriorbearingwalls(hrs) 1 2 2Interiorbearingwalls(hrs) 1 1 1/HT Allotherelements(hrs) 1 1 HT
IBCTable602
X< 10 ft 1 1 110 ft ≤X<30ft 1 1 1X≥ 30ft 0 0 0
IBCChapter7ShaftWalls(IBC713.4)1 2 max 2 max 2 maxFireWalls(706.4)– BOccupancy 2 3 3
ExposingFraming– Heavy/MassTimber
1 ShaftWallsareconstructedasFireBarriers(707.3.1).ShaftEnclosuresrequirea2hrratingwhenconnecting4storiesormore(1hrforlessthan4stories).
Forupto6stories….
Couldbeprotectedbycalculatedfireresistance:• Floors/Ceilings(forIIIA)• ExteriorWalls• Shaftwalls
Thedifferenceinallowancesforconcealedspacesinfloor/ceilingscommonlyhasdesignersclassifyingasIIIforoffices.
ExposingFraming– Heavy/MassTimber
IBC703.3AlternateMethods fordetermining fireresistance• PrescriptivedesignsperIBC721.1
• CalculationsinaccordancewithIBC722• Fire-resistancedesignsdocumentedinsources• Engineeringanalysisbasedonacomparison• Alternateprotectionmethodsasallowedby104.11
IBC722CalculatedFireResistance“…Thecalculated fireresistance ofexposedwoodmembersandwooddeckingshallbepermittedinaccordancewithChapter16ofANSI/AF&PANationalDesignSpecificationforWoodConstruction(NDS).”
NDSChapter16FireDesignofWoodMembersLimited tocalculating fireresistanceupto2hours.Charratevariesbasedonendurance required,producttypeandlaminationthickness.Equationsandtablesprovided.TR10andNDScommentaryarehelpfulinimplementingpermittedcalculations.
ExposingFraming– 2015NDS
http://awc.org/pdf/codes-standards/publications/tr/AWC-TR10-1510.pdfSource:2015NDSChapter16http://awc.org/pdf/codes-standards/publications/nds/AWC-NDS2015-ViewOnly-1411.pdf
CobraCampus• Location:Spokane,WA• 1story,TypeV• 11,500sf• ExposedWoodRoofTrussesandDecking
ARCHITECT:Uptic StudiosENGINEER:DCIEngineersPHOTOCREDIT:OliverIrwinPhotography
GreenOffice• Location:Berkeley,CA• 2story,TypeVB• 15,200sf• ExposedWoodRoof
TrussesandDecking ARCHITECT:MarcyWongDonLoganArchitectsENGINEER:GregoryP. Luth AssociatesPHOTOCREDIT:BillyHustace Photography
ExposingFraming- InteriorFinishes
WoodInteriorFinish(IBC803.9)• Buildingoccupancy• Locationofthematerialinthebuilding• Sprinklersornosprinklers
FlameSpreadandSmoke-developedindex• ASTME84orUL723TestMethod
PROJECT:TBWA/Chiat/DayOffices– SanFrancisco,CAARCHITECT:Marmol Radziner&Associates
ENGINEER:TippingMarandAssociatesPHOTOCREDIT:BennyChanClass FlameSpreadIndex* SmokeDevelopmentIndex
A 0- 25 0- 450
B 30- 75 0- 450
C 80- 200 0- 450*DCA1explainsthatflamespreadvaluesareroundedtothenearestmultipleof5
ExposingFraming- InteriorFinishes
Species FlameSpreadIndex
SmokeDevelopedIndex
FlameSpreadClass
Douglas-Fir 70 80 BHem-fir speciesgroup 60 70 B
Pine,EasternWhite 70 110 B
Pine,SouthernYellow 70 165 B
Spruce,Black (4”thick,3layersofcrosslaminations)
35 55 B
AWC’sDCA1listsFlameSpreadandSmokeDevelopedIndicesforanumberofsoftwoodlumberspecies
http://www.awc.org/pdf/codes-standards/publications/dca/AWC-DCA1-FlameSpreadPerformance-1509.pdf
ExposingFraming- InteriorFinishes
INTERIORWALLANDCEILINGFINISHREQIRMENTSFORBOCCUPANCY(IBCTable803.11)
FINISHCLASS
SPRINKLERED
Interiorexitstairways,rampsandexitpassageways1 B
Corridors andenclosureforexitaccessstairwaysandramps C
Roomsandenclosedspaces C
NONSPRINKLERED
Interiorexitstairwaysrampsandexitpassageways1 A
Corridors andenclosureforexitaccessstairwaysandramps B
Roomsandenclosedspaces C
1 Buildingslessthan3storiesabovegrade,ClassBinteriorfinishfornonsprinklered buildingsandclassCinteriorfinishforsprinklered buildingsshallbepermittedininteriorexitstairwaysandramps.
HeavyTimberExemption(803.3)-ExposedportionsofstructuralmemberscomplyingwithrequirementsofTypeIVshallnotbesubjecttointeriorfinishrequirements
PROJECT:Radiator– Portland,ORARCHITECT:PathArchitecture
ENGINEER:Munzing StructuralEngineeringPHOTOCREDIT: JoshParteePhotography
Sprinklers inFloorCavities– NFPA13Standard
8.15.1.2.6 Concealed spaces formed by ceilings attachedto composite wood joist construction either directly oronto metal channels not exceeding 1 in. (25 mm) in depth,provided the joist channels are firestopped into volumeseach not exceeding 160 ft^3 (4.5 m^3) using materialsequivalent to the web construction and at least 3-1/2 in.(90 mm) of batt insulation is installed at the bottom of thejoist channels when the ceiling is attached utilizing metalchannels, shall not require sprinkler protection.
8.15.1.2.8 Concealed spaces within wood joist constructionand composite wood joist construction havingnoncombustible insulation filling the space from the ceiling upto the bottom edge of the joist of the roof or floor deck,provided that in composite wood joist construction the joistchannels separated into volumes each not exceeding 160 ft^3(4.5 m^3) to the full depth of the composite wood joist withmaterial equivalent to the web construction, shall not requiresprinkler protection.
• Floorcavitieswillrequiresprinklerswhen:• NFPA13sprinklersarerequiredforHeight&Areaincreasesorasasubstitutefor
firerating(onlyunder2012IBC)• Cavitydoesnotcontainfirestopspartitioningspacetoavolumeof160ft3orless
• 1”maxfurredceilingandbattinsulationprovidedatbottomflange• Firestopisequaltomaterialusedinjoistweb
• AdditionalSprinklerheadsinfloorcavitiesmayincreasethecostofNFPA13sprinklerssystem
Sprinklers inFloorCavities– Howmightthischangedesign?
Construction TypeStoriesHeight(ft)Story Area2(ft2)TotalBuildingArea3 (ft2)
IIIA VA
5 365 5028.5k 18k85.5k 54k
IIIB IV VB
3 5 255 65 40 19k 36k 9k571k 108k 27k
Construction TypeStoriesHeight(ft)Story Area2(ft2)TotalBuildingArea3 (ft2)
IIIA VA
6 485 70 85.5k 54k256.5k 162k
IIIB IV VB
4 6 375 85 60 57k 108k 27k171k 324k 81k
3Assumes3ormorenumber ofstories(IBC506.4)
With
Sprinklers
With
outSprin
klers
CONCEALEDSPACES OPPORTUNITYTOEXPOSE
ExposedConnections
NoProtectionRequiredif:• TypeIIIB,IV,VBbasedon
primaryframe*requirementsofTable601
• Notpartofanyassemblyotherwiserequiredtobefirerated
*primaryframedoesnotapply torepetitiveframingmemberstypicalinlightframeandonlyappliestowoodconstruction inpostandbeamapplications
ExposedConnections
Protectionrequiredif:• TypeIIIA,VAbasedonprimaryframe
requirementsofTable601• Whereconnectionispartofanassembly
requiredtobefireresistancerated• Occupancyseparationper508.4• Elementsarepartoffirebarriers,firewalls,
firepartitions
ProtectedConnectionOptions:• Encapsulatingconnectioningypsum• Concealingconnectioninthewoodmembercan
protectbycalculatedfireresistanceofexposedwood
• FireresistantcoatingorintumescentpaintonthesteelconnectormaybeacceptedbyAHJ
• OR...becreative
ExposedConnections
CreativeConnection:• Allowsfullbearing• Avoidscrushing
perpendiculartograin• Addressesshrinkage• Aidsinconstructability
PROJECT:BullittCenter– Seattle,WAARCHITECT:MillerHullPartnership
ENGINEER:PAEConsultingEngineersPHOTOCREDIT: JohnStamets
ExposingFraming– LightFrame
FireRatingofStructuralElements
IIIB VB
IBCTable601
Exteriorbearingwalls(hrs) 2 0Interiorbearingwalls(hrs) 0 0Allotherelements(hrs) 0 0
IBCTable602
X< 10 ft 1 110 ft ≤X<30ft 1 0X≥ 30ft 0 0
IBCChapter7ShaftWalls(IBC713.4)1 2 max 2 maxFireWalls(706.4)– BOccupancy 3 2
Protectionisnottypicallyrequired:
• Floors/Ceilings• Columns• Interiorwalls• VBExteriorWalls
Couldbeprotectedbycalculatedfireresistance:• IIIBExteriorWalls• Shaftwalls
1 ShaftWallsareconstructedasFireBarriers(707.3.1).ShaftEnclosuresrequirea2hrratingwhenconnecting4storiesormore(1hrforlessthan4stories).
ExteriorFinishes:IBC1406
PROJECT:GSAOfficeBuilding– Albuquerque,NMARCHITECT: PageSoutherlandPage,LLPENGINEER:WalterP.Moore&Associates
PHOTOCREDIT:PatrickCoulie Photography
CombustibleexteriorwallcoveringsforTypeI,II,IIIandIVconstructionshallbe:• Shallnotexceed10%ofexteriorwallsurfacewherefire
separationis5feetorless• Shallbelimitedto40feetabovegradeplane• IfconstructedofFRTshallnotbelimitedinsurfacearea
wherefireseparationis5feetorlessandshallbepermittedupto60feetabovegrade
WoodfinishesarenotlimitedinTypeVconstruction.
Note:Exteriorweatherexposure requiresadditionalspecificationtoaddressUVandmoisture.
ExteriorFinishes:IBC1405.5
WoodVeneersonexteriorwallsofTypeI,II,IIIandIVconstructionshallbe:• Shallbe1”nominalthickminimumOR.438”exterior
hardboardOR.375woodstructuralpanel• Shallnotexceed40’inheightabovegradeORifFRT
shallnotexceed60feetabovegrade• Attachedtoorfurredfromnoncombustiblebacking(FRT
exteriorwallframinginTypesIIIandIVconstrucitonmaycomplywithsuchnoncombustiblereq.)
• Shallnotprojectmorethan24”frombuilding
WoodorWood-basedproductsareexemptfromNFPA268testingforignitionresistance.Note:Exteriorweatherexposure requiresadditionalspecificationtoaddressUVandmoisture.
PROJECT:RadiatorARCHITECT:PATHArchitecture|ENGINEER:Munzing StructuralEngineer
PHOTOCREDITS:JoshPartree Phtorapy &CatlinMurray
PROJECT:OneNorthARCHITECT:HolstArchitecture|ENGINEER:Froelich Engineers
NonbearingExteriorWalls
PROJECT:SACFederalCreditUnionHeadquartersARCHITECT:LEOADALYENGINEER:LEOADALY
PHOTOCREDIT:BradAnderson
Curtainwalls(ie.Non-BearingExteriorWalls):• Actprimarilyasabuildingenvelope• Enableanincreasedamountof
glazing(naturallight)• Traditionallyoflighterweight
materials
Thesamecurtainwallsystemsusedonconcrete/steelframescanbeusedontimberframes
XXXX
ARCHITECT:MillerHullArchitectsSource:SolidWood,Mayo
CurtainWallDetailing
ARCHITECT:MillerHullArchitectsSource:SolidWood,Mayo
DetailatUpperLevelCurtainWallMullionandFloorInterface
DetailatExteriorMetalWallPanelandFloorInterface
PromegaGMPFacility– client&staffreceptionarea• Location:Madison,WI.• TypeIVconstruction• 2storiesofheavytimberandCLT• 52,000sf.Addition
ARCHITECT:Uihlein-WilsonArchitects,EwingCole |ENGINEER:EwingColePHOTOCREDIT:Aitor Sanchez/EwingCole
NonbearingExteriorWalls
FRTWoodCurtainwallsinTypeIIIandIVconstruction:• Reducethefireratingrequirementsfor
exteriorwalls• Canenableincreasedlevelsofpanelization• Maybemorecosteffectivethantraditional
curtainwallsystems
PROJECT:LCTOne– Dornbirn, AustriaARCHITECT:HermannKaufmann
ENGINEER:Merz Kley PartnerPHOTOCREDIT:CREE
NonbearingExteriorWalls&Partitions
OpportunityforFRTWoodCurtainWallsandPartitionsinTypesIandII
construction
603.1 AllowableMaterials
CombustiblematerialsshallbepermittedinbuildingsofTypeIorIIconstructioninthefollowingapplicationsinaccordancewith603.1.1through603.1.3.
Fire-retardant-treatedwoodshallbepermittedin:
1. Nonbearingpartitionswheretherequiredfireresistanceratingis2hrs orless
2. Nonbearingexteriorwallswherefire-resistanceratedconstructionisnotrequired
3. Roofconstructionincludinggirders,trusses,framinganddecking.(ExceptioninIAexceeding2storieswhereroofisnotmorethan20’fromfloorbelow)
FireRatingofStructuralElements
IA IB IIA IIB
IBCTable601
Nonbearing interiorwalls/partitions
0 0 0 0
IBCTable602(Nonbearing ExteriorWalls)
X< 10 ft 1 1 1 110 ft ≤X<30ft 1 1 1 0X≥ 30ft 0 0 0 0
Broadstone Skyline(Building1)• Location:Houston,TX• 5storiesofTypeIIIAover1storyIApodium• Building2willbeIIIBoverIApodium• 286Ksf
ARCHITECT:EDIArchitecture|DEVELOPER:AllianceResidentialGroupENGINEER:SterlingEngineering
PHOTOCREDIT:WoodWorks
“Canwoodaccommodatethegridspacingneededforadaptableofficefloorplans?”
• Spacemobility• Changeoftenant• Expanding/contracting/modifyingspaces
tomeetexistingtenant• Electrical/Mechanical/ITadaptability
• Power,voiceanddata• Lighting,spaceconditioning
• Multiplicityoffunction• Varioussizedgroupsatdifferenttimes• Rangeofinteractivity
OfficesNeedtobeFlexible
AchievingFlexibility
• Spacemobility• Strategicplacementofbearingelements;
columns/walls• Mobileworkstations
• Electric/Mechanical/ITadaptability• Accessible,spaciousplenums;typicallyinceiling
orfloorcavities• Distributedverticalcores,closets,plenums,
outlets/connections• Multiplicityoffunction
• Adaptablefurnishings• Structurecanaccommodatechangesinloading
OfficeBuildingLayout&Size
Core/CommonSpace
EntranceCorridors
Lobbies/Vestibules
MEP/DataRooms
Restrooms
Elevators/StairsTowers
Storage
OfficeBuildingLayout&Size
ConceptualOfficeSpace“RulesofThumb”
ExecutiveOffices 200-400sf
Manager/SupervisorOffices
120-200sf(10’x12’ minimum)
OpenOfficeWorkstation
40-80 sf
ConferenceRooms 120sf(4persontable)–600sf(20persontable)
AncillarySpace ~30%(withconferenceroom)
Source:ArchitecturalGraphicStandardsbyAIA,NIBSWholeBuilding
DesignGuide
OfficeBuildingLayout&Size
AncillaryOfficeSpaces:• Reception/Lobby• CopyRoom• BreakRoom• Server&UPSRooms• RecordStorage
Openvs.ClosedOffices
Closed/PrivateOfficeLayouts:• Moretypicalinnarrowerbuildingfootprintsomoreofficeshavewindows• Tenantprofileismore“static”=>CustomOfficeBldg• Samegridcan accommodateanopenofficeaswell Source:NIBSWholeBuildingDesignGuide
OpenOffices
PHOTOCREDIT:JohnStamets
PHOTOCREDIT:BennyChan
Benefits:• Providesformorespacemobility• Allowsdeeperpenetrationofdaylight
Why?• Createsinteractivecompanyculture• Possiblyfitmoreoccupantsinthespace
TypicalLateralSystems:
LightFrameDiaphragmsandShearwalls:• Typicalfor1-5stories• Typicallyassumeflexiblediaphragm• Needamplewallatperimeter• Verycompatiblewithcustom/private
offices
LateralCoreResistingSystem:• Maybeusedinbuildingsover3stories• Commonlyusedwithglazing/curtainwalls• Mayuserigidorsemi-rigid(ifusedwith
framesatexterior)analysis• Verycompatiblewithspeculative/open
offices
InteriorShearWallsWithExteriorGlazingWall
InteriorMomentFrameWithExteriorWoodWalls
ExteriorReinforcedBrickWall(BarrierWallandinternalInsulation)
ExteriorSteelMomentFrameWithCoreMobility
FireResistance
• TypeIIIA/VA:1hr• TypeIIIB/VB:NA• TypeIVrequiresprescriptiveassemblies
• OccupancySeparation:1hrw/sprinklers,2hrsw/osprinklers
Structural
• OfficeFloorLiveLoad:50psf
• PartitionLiveLoad:15psf
• Cooridor Above1stFloorLiveLoad:80psf
• CommonWoodFrameFloorDeadLoad:25-35psf
OccupantComfort
• NoIBCAcousticrequirement
• GSAvariesacousticrequirementsbasedonclassofspaceandopenvs.private(STC50)
• Reducingvibrationsanddeflection:L/600
OfficeFloorDesignConsiderations
ExampleUrban,RegularFootprint,Speculative
CourtesyofArchNexus
OpenOfficeBuildingLayout
• FloorPlate:25,000sf210’
110’
OpenOfficeBuildingLayout
• Centralizedcoreisfixed
110’
210’30’-60’ 100’ 30’-60’
40’
40’
30’
Core(30’x100’)
OpenOfficeBuildingLayout
• Clearspanfromexteriortocore=>maximumflexibility• Commonspanforsteelgrid~40ft
Columns
40’
40’
30’
24’-30’
RectangularGrid
Note:Allmembersizingneedstobeconfirmedbyalicensedengineerforconditions ofyourproject.
• SteelStructureRuleofThumb~1”/depthper1’/span
• Adaptingfromasquaretorectangulargrid,depthofsystemcanbematched
ApproximateMemberSizes– OfficeFloorFraming
X JoistDepth YGlulamGirderSize
*Assume beamssupport framingonbothsides
40’ 38-46”PinnedorPlated Truss
24’ 8¾”x33”24F-V4
30’ 10 ¾”x39”24F-V4
Assumptions:• DL=30psf• LL=65 psf
X Y
Semi-OpenOfficeBuildingLayout
110’
210’30’-60’ 100’ 30’-60’
40’
40’
30’
PrivateOffices(12’x10’to12’x20’)
Core(30’x100’)
• Likelythattherewillbesomeprivateoffices
Semi-OpenOfficeBuildingLayout
30’
25’-28’
30’
30’30’30’30’30’30’
12’-15’
25’-28’
12’-15’
Columns
• Layoutwillfollowstructuralconstraints• Importantthatconstraintsarenotoverlylimiting
30'-0" 30'-0"
12'-0
"28
'-0"
10'-0" 20'-0" 15'-0"
CORRIDOR
SMALLPRIVATEOFFICE
MEDIUMCONFERENCE
ROOM
15'-0"
MEDIUMPRIVATEOFFICE
MEDIUMPRIVATEOFFICE
OPENOFFICES
EXTERIOR WALLOR CORE WALL
EXTERIOR WALLOR CORE WALL
Semi-OpenOfficeBuildingLayout
30'-0" 30'-0"
12'-0
"28
'-0"
10'-0" 10'-0"
CORRIDOR
SMALLPRIVATEOFFICE
OPENOFFICESCOPY
STORAGEROOM
LARGE CONFERENCEROOM
10'-0"
SMALLPRIVATEOFFICE
SMALLPRIVATEOFFICE
10'-0"
SMALLPRIVATEOFFICE
EXTERIOR WALLOR CORE WALL
EXTERIOR WALLOR CORE WALL
OPENOFFICES
Semi-OpenOfficeBuildingLayout
30'-0" 30'-0"
12'-0
"28
'-0"
10'-0" 15'-0" 20'-0"
CORRIDOR
SMALLPRIVATEOFFICE
LARGEPRIVATEOFFICE
15'-0"
MEDIUMSHAREDOFFICE
SMALLCONFERENCE
ROOM
OPENOFFICES
ABOVE
BOOKCASE
EXTERIOR WALLOR CORE WALL
EXTERIOR WALLOR CORE WALL
MEDIUMPRIVATEOFFICES RECEPTION
LOBBY
Semi-OpenOfficeBuildingLayout
Semi-OpenOfficeBuildingLayout
30’
25’-28’
30’
30’30’30’30’30’30’
12’-15’
25’-28’
12’-15’
Columns
• Sameconceptcanbeinvertedforincreaseddaylightpenetration• Ancillaryspacesworkwellnearcentralcore
JoistandBeamLayout
X Y
Note:Allmembersizingneedstobeconfirmedbyalicensedengineerforconditions ofyourproject.
ApproximateMemberSizes– OfficeFloorFraming
X JoistDepth YGlulamGirderSize
*Assume beamssupport framingonbothsides
30’
28-30”I-Joistor
24-34”PinnedorPlatedTruss
12’3-1/8”x22½”24F-V4
or5-1/8”x18”24F-V4
28’8¾”x34 ½”24F-V4
Or10¾”x31½”24F-V4
Assumptions:• DL=30psf• LL=65psf
OfficeFloorDesignConsiderations
AvoidingBouncyFloors Vibration&DeflectionControl
Longspans(25’-40’range)
• Oftengovernedbyvibrationand/ordeflection
• ConsiderlimitingdeflectionaslowasL/600
• However,L/600limithaspotentialtoincreasemembersizeandmaybeunnecessaryinmanyscenarios
TotalLoadDeflectionChart:courtesy,Redbuilt
OfficeFloorDesignConsiderations
Toolsavailabletodesigners:Floormanufacturer’sRatingSystemsVibrationAnalysis:FPInnovations
(Spreadsheetavailableuponrequest)
XX
8’
Sub-purlin/Pulin/GirderLayout
Note:Allmembersizingneedstobeconfirmedbyalicensedengineerforconditions ofyourproject.
ApproximateMemberSizes– OfficeFloorFraming
X2xSub-Purlin
*AssumingBaySpacingof8’
Purlin@8’ocGlulamGirderSize*Assume beamssupportframingonbothsides
22’ 2x8@16” 5-1/8”x18”24F-V4
6-3/4”x25½”24F-V4
24’ 2x8@16” 5-1/8”x19½”24F-V4
6-3/4”x28½”24F-V4
28’ 2x8@16” 5-1/8”x22½”24F-V4
8-3/4”x33”24F-V4
Assumptions:•DL=30psf•LL=65psf
SolidWoodLayout
XX
Note:Allmembersizingneedstobeconfirmedbyalicensedengineerforconditions ofyourproject.
ApproximateMemberSizes– OfficeFloorFraming
X MassTimberPanel GlulamPurlin GlulamGirder
20’ 2x8 NLTor7-PLYCLT None 5-1/8”x24”
24F-V4
25’ 2x6 NLTor5-PLYCLT
5-1/8”x24”@12.5’oc
6-3/4”x30”or8-3/4”x27”24F-V4
30’ 2x6 NLTor3-PLYCLT
5-1/8”x28-1/2”@10’oc
8-3/4”x36”or10-3/4”x33”
24F-V4
Assumptions:• DL=30psf• LL= 65 psf
ExampleSuburban,IrregularFootprint,
Custom
• 2Stories• 16ksfPerFloor
Stairsand/orElevators
• 2Stories• 16ksfPerFloor
Stairsand/orElevators
PrivateOffices(10’x12’)
Corridors(5’Wide)
OpenOffice/SharedSpace
• 2Stories• 16ksfPerFloor
• ProjectUtilized22’x30’StructuralGrid• Easilyaccomplishedwithwood
30’
30’
22’22’22’22’
30’
30’
22’22’
12’
30’
12’
JoistandBeamLayout
X Y
Note:Allmembersizingneedstobeconfirmedbyalicensedengineerforconditions ofyourproject.
ApproximateMemberSizes– OfficeFloorFraming
X JoistDepth YGlulamGirderSize
*Assume beamssupport framingonbothsides
22’
16”I-Joistor
18”PlatedTruss
30’ 6¾“x34½“or8¾”x31½”24F-V4
30’
28-30”I-Joistor
24-34”PinnedorPlatedTruss
22’6¾“x30“or
8¾”x27”24F-V4
Assumptions:• DL=30psf• LL=65psf
FloorAssembly
4’DeepSteelAssemblyused:• 4”concreteslabdeck• 18”barJoists• 24”Beam• 17.5”DropCeiling
4’DeepWoodAssembly:• 1½”Gypsumover¾”sheathing• 24”trusses• 27”Beam• 15.75”DropCeiling
FloortoFloorHeight
DesignConstraintsthatmightlimitoverallheight:• Zoningheightlimitations• ConstructionTypeheightlimitation• High-riselimitations• Costofexteriorcurtainwall/façade
Ifoverallheightislimitedandfloortoceilingheightismaximizedthendepthoffloorassemblyisimportant.
FloortoFloorHeight
Electrical/Datacanbeaccommodatedbyrunning:• Throughjoistcavity• Belowjoistsindropceiling• Abovejoistsinraisedfloor
IfwoodfloorassemblyisslightlydeeperthanforSteel/Concrete,optionsare:1. Raiseheightofbuilding2. Reducefloortoceilingheight3. Reducegirderspans
“Isitpossibletoachievethehighperformanceexpectations
…affordably?”
2016OfficeConstructionOutlook– AGCofAmerica
Source:AGCofAmerica,ConstrictionSpending,Labor&MaterialsOutlook, Jan.2016,CensusBureauconstructionspendingreports
KeypointsinOfficeConstruction:• Employmentsets
recordseachmonthbutofficespaceperemployeekeepsshrinking
• Growthismainlyincitiesandrenovations,notsuburbanofficeparks
• Largelyprivatelyfunded
Billion
$
USConstructionSpending
OfficeConstructionCosts– ICCBuildingValuation
“..where woodframeconstructionisallowed,
dependingonlocationandoccupancy, thiswouldhelpto keepcostslower.Inareasthatarerestrictedtonon-
flammableconstruction,pricepersquarefootwillgoup.”
-EVStudioArticle(fullserviceDesignfirm)
Source:ICCBuildingValuationData,Aug2015http://evstudio.com/construction-cost-per-square-foot-for-office-buildings/construction-cost-office-building-2-to-4-stories-2/
020406080100120140160180200
IA IB IIA IIB IIIA IIIB IV VA VB
(B)BusinessOccupancy
$/ft2
1-4StoryOfficeConstructionCosts– BuiltNationalAverage
Data Source: Dodge Analytics Data
1-4StoryOfficesinUS:• woodofficesare20-30%less
expensivepersquarefootthannon-woodoffice
• averagesquarefootperprojectforawoodofficewas18-80%smallerthananon-woodoffice
2-4StoryRSMeans CostEstimates–EstimatedNationalAverage
Source: RS Means Cost per Square Foot Models
5-10StoryOfficeConstructionCosts– BuiltNationalAverage
• RSMeans datasuggests~4%($6-10/sf)savingsbyincreasingstories*
• BasedonDodgeData,perhapseconomiesofscaledonotalwaysexist
• Woodisnotanarchitypeforofficesofthisheightsocostdataisnotavailable
Graph Data Source: Dodge Analytics Data* Source: 2012 Reed Construction Data
RegionalVariationofConstructionCost– BuiltProjects2013-2015
NewEngland
NorthEast
SouthEast
SouthAtlantic
NorthCentral
SouthCentral
PacificNorthwest
West/SouthWest
Data source: Dodge Analytics Data
Steel
Concrete
Wood
Heavy/MassTimberprovidesgreatsolutionsfor:qMarketDistinctionqLargerScaleqOpenLayout
BullittCenter• Location:Seattle,WA.• TypeIVconstruction• 4storiesofwoodovera
2storyconcretepodium• 52,000sf
ARCHITECT:MillerHullPartnershipENGINEER:PAEConsultingEngineersPHOTOCREDIT: JohnStamets,Nic Lehoux
BullittCenter(Cont.)• Constructioncost$18.5M,$355/sf• NetZeroBuilding• Goal- 250yearlifeexpectancy• FirstLivingBuildingChallengeCertified
OfficeBuilding• 80%Energyreductions• PVarrayprovidesenergyforbuilding
ARCHITECT:MillerHullPartnershipENGINEER:PAEConsultingEngineersPHOTOCREDIT: JohnStamets,Nic Lehoux
HudsonBuilding• Location:Vancouver,WA.• 3stories,TypeVB,45,000sf• Costmorethansteelandapprox.the
sameasPTConcrete• Gets$7/sfmoreinrentthansimilar
(non-wood)officebuildingnextdoor
ARCHITECT:MackenzieENGINEER:MackenzieDEVELOPER:KillianPacificandMackenziePHOTOCREDIT:Columbian
HudsonBuilding(Cont.)• ~25’x25’Grid• 15’-18’floor tofloorheights• Composite floor:2x4and2x6NLTfloor
panelswith3½”reinforcedconcretetopping• AllMEPexposed• ReinforcedBrickasexteriorbearing
shearwall system
• ReinforcedBrick
• SprayFoam
• Lightgaugemetalfurringwithmineralwoolbatts
HallWay
ARCHITECT:MackenzieENGINEER:MackenzieDEVELOPER:KillianPacificandMackenziePHOTOCREDIT:WoodWorks
ClayCreative• Location:Portland,OR• 5storiesofTypeIIIAover1storyofTypeIA,72,000sf• Deckonupperlevel• UnderConstruction(CompleteMay16,2016)• Netcost:~$300-$350/sfofrentablespace• Receiveda$300Ktransitorienteddevelopmentgrant• ~12monthconstructionduration
DEVELOPER:KillianPacificandMackenzieIMAGECREDIT:WoodWorks,NextPortland
“ThisisaterrificbuildingthatechoesthehistoriccharacteroftheworkspacesintheCentralEastside,buttakesitastepfurtherwiththisincrediblewoodconstruction.”
-PortlandMetroCouncilorBobStacey
ClayCreative(Cont.)• ~8’finishedfloortobottomofbeam• 25’x30’atperimeter• 30’x30’baysatcenter• 1.5”gypsumo/WSPo/2x6NLTfloor
panelsstitchedtogetherwith12”screws
• Raisedfloorsystemformechanical,dataandacoustics
• Exteriorsteelmomentframekeepscoreareamoreversatile
DEVELOPER:KillianPacificandMackenziePHOTOCREDIT:WoodWorks
AlbinaYard• Location:Portland,OR• 4stories,TypeVA/IIIB,16,000sf• GreenRoof• UnderConstruction(Dec2015)
ARCHITECT:LeverArchitectureIMAGECREDIT: LeverArchitecture
AlbinaYard(Cont.)• ~20’x20’Grid• CLTfloorpanelswithelectricalconduit
poured intolightweighgypsumtopping
• Woodshearwall corewithopenfrontdesign forglazingwall
ARCHITECT:LeverArchitectureIMAGECREDIT:WoodWorks
ExploringCostsForHeavyTimberOffice
CourtesyofArchNexus
TimberFabricatorAssumptions:• Aspen,CO*• 30’x40’Grid• 3stories• 70Ksf• 14’Floortofloorheight
*Laborfor3localworkersand4fromFabricatorHQ.Includescostsforaccommodationandperdiemexpenses inCO.
CostEstimate– HeavyTimberSpecialist
AssumedMaterialsforDesign:1. BearingShearwalls:5ply
CLTatalllevels2. FloorGirders:10½"x43½"3. FloorBeams:10½"x31½"
(interiorbays)4. FloorBeams:10½"x40½"
(exteriorbays)5. Columns:8½"x9"– 10½"x
10½"6. FloorDeck:7plyCLT7. RoofBeams:8¾"x27"GLB8. RoofDeck:5plyCLT
SteelandConcrete- RSMeans SquareFootCostModels
RSMeansSquareFootCostModelAssumptions:• LosAngeles,CA• 8StoryOffice• 80Ksf• 25’x25’bays• 12’floortofloorheight• 2016Q2CostData• 3reinforcedconcreteframesolutions• 3steelframesolutions
ExploringStructuralSystemCostComparison
StructuralSystem
Includes
Doesnot include
TypicalSteelFrame(RSMeans 5-10 StoryOfficeSquareFootModule)
Up to$48/sf• 25’x25’Grid• Materials• Labor• Equipment• Connections• Delivery• Insulationonwall• Infillandpartitionwalls• Foundationorsitework• Designfees• RoofInsulation• BuildingEnvelope
TypicalReinforced ConcreteFrame(RSMeans 5-10 StoryOfficeSquareFootModule)
Up to$60/sf• 25’x25’Grid• Materials• Labor• Equipment• Connections• Delivery• Insulationonwall• Infillandpartitionwalls• Foundationorsitework• Designfees• RoofInsulation• BuildingEnvelope
ClassAHeavy TimberFrame(WesternWood Structures)
Up to$55/sf• 30’x40’Grid• Materials• Labor• Equipment• Connections• Delivery• NowallInsulation• Infillandpartitionwalls• Foundationorsitework• Designfees• RoofandwallInsulation• Buildingenvelope
AdditionalValueofaHeavyTimberStructure
PotentialTangibleValue:
Reducedfoundation sizeduetostructureweight
Improvedconstructionschedule
Lesson-sitelabor
Fewerfinishes leadingtoreduction incost,scheduleand
environmental impact
IntangibleValue:
Lowerinvoluntarystressenvironment (Bio-philia)
UniqueAesthetic
ReducedCarbonFootprint
LowerEnvironmentalImpacts
Whenaskedwhatthevalueisin
buildingatimberoffice,developers
say…..
• “Createsmarketdistinction”
• “Offersawarmrusticaesthetic
youngfirmsarelookingfor”
• “It’sthenewclassAoffice”
Lightframewoodprovidesgreatsolutionsfor:ü Low-rise(1-4stories)ü Customü Irregularinfootprint
ARCHITECT:JohnEixenbergerPHOTOCREDIT:RedBuilt
BonnerGeneralHealth• Location:Sandpoint,ID• Complete:2015• 3stories,50,000sf• 32’floorspans• 28”deepI-joistsw/topping• Originallytobesteel• Poorsoilsneededlighterstructure• Woodframingbroughtprojectin
budget
PROJECT:BonnerGeneralHealthOfficeARCHITECT:JohnEixenbergerPHOTOCREDIT:RedBuilt
“Notonlydidwoodgiveusamoreeconomicalstructure,butwecouldmoreeasilysourceourlaborneedswithwood
framing,too.”
-ConstructionManagerJimWilliamson
575StonecuttersWayOfficeBuilding• Location:Montpelier,VT• Completed:Fall2012• 2stories,TypeVB,20,000sf• Prefabricatedwalls• HighR-valuewallsandroof
ARCHITECT:Connor ContractingPHOTOCREDIT:ConnorContracting
575StonecuttersWayOfficeBuilding(Cont.)• FloortoFloorHeight:14’-0”• TypicalFloorTrussSpan:24’-0”• 1-1/2”LightweightConcreteTopping• ¾”FloorSheathing• 24”DeepPre-fabWoodTrusses@24”o.c.• GypsumCeiling
DetailingOptionsforWoodFramedOffice
RoofConstruction:• RoofingMembrane• ½”ProtectionBoard• ContinuousInsulation• 5/8”RoofSheathing• 20”DeepPre-fabWoodTrusses@24”o.c.• Ceiling
TypicalRoofTrussSpan:24’-0”
Slopinginternalroofsupportbeamscreatedlow-slope,internallydrainedroof
WilliamClyburnCenterforPrimaryCare• Location:Aiken,SC• Completed:Nov,2014• 2stories,TypeVB,26,600sf• WoodbearingwallswithI-joists• TotalConstructionCost:$4M• Approx.$150/sf
ARCHITECT:Hughes,Beattie,O’Neal,Law&AssociatesENGINEER:J.E.StewartEngineering,Inc.
PHOTOCREDIT:Hughes,Beattie,O’Neal,Law&Associates
RockyMountainInstituteInnovationCenter• Location:Basalt,CO• TypeVB,2stories• 15,600sf• Goal- 100yeardesignlife
ARCHITECT:ZGFArchitectsENGINEER:KPFFConsultingEngineersPHOTOCREDIT:TimGriffith
RockyMountainInstituteInnovationCenter(Cont.)• SIPpanelexteriorwallsandroof• Targetingnetzeroenergy• Cross-laminatedtimberusedforfloor
structureutilizesbeetle-killlumberfromBritishColumbia.
• UseofCLTallowedstructuredepthtobeminimized,allowingnaturaldaylighttopenetratefurtherintobuilding
ARCHITECT:ZGFArchitectsENGINEER:KPFFConsultingEngineers
PHOTOCREDIT:Structurlam,RMI,AspenTimes
CostComparisonSuburban,IrregularFootprint,
Custom
Lateralline:• Steelbracedframe• Woodshearwall
Single floorgrid:• Steeljoist• Woodshearwall
CostComparison:22’x30’Grid
Source: ESQ Consultants, RSMeans 2016 Q2
Cost($
)Steel
Wood
CostComparison:22’x30’Grid
Source: ESQ Consultants, RSMeans 2016 Q2
AverageCo
st($
)
Steel
Wood
WallFloorRoofCostSavingsbySystem:• Averageoverallsavingsof40%on
structure• Structuremakesup15-30%of
overallbuildingcost• LargestCostSavingsintheRoof• Includedwereallsecondary
assemblyitemsthatdifferedbetweenasteelandroofstructuralsystem
Architectslargelyagreethattimber
constructionoffers:
• CostEffectiveness
• LargeLaborPool
• ReadilyAvailableMaterial
• SpeedofErection
• LowCarbonFootprint
Butwhatisoftenmissedis………
Itcanbedonemoreoftenthanyouthought!
“Anymorequestions?”