Advancing Timber 2022-09-12
C. Gerald Lucey Building
Lessons TimberDesigningLearnedaMassBuildingin a Public EnvironmentProcurement
Department Unemploymentof Assistance CommunityMassasoit College
226 Main Street Brockton MA Advancing Mass Timber 2022-09-12
Advancing Timber 2022-09-12 DESIGN AND CONSTRUCTION TEAM Presenter: Marc Perras AIA Associate Principal Jones Architecture OWNER Division of Capital Asset Management and Maintenance STRUCTURAL ENGINEER RSE Associates CONSTRUCTION MANAGER Bond Building Construction TIMBER SUPPLIER/INSTALLER South County Post and Beam CIVIL ENGINEER Samiotes Consultants, Inc. LANDSCAPE ARCHITECT Crowley Cottrell Landscape Architecture, LCC HVAC, FP, PLUMBING ENGINEER BVH Integrated Services ELECTRICAL, FA, TELECOM ENGINEER ART Engineering Corporation BUILDING CODE Code Red Consultants COST ESTIMATION Ellana, Inc. SUSTAINABLE DESIGN The Green Engineer LIGHTING DESIGN Available Light HAZMAT CONSULTANT ATC Environmental, LLC
to evaluate two sites
during RFP
Woodworks to JA office
RFP
Study
ABX
Selected
procurement strategy put in place JUN FEB-AUGAUGOCT NOV SEP FEB FEBAPRJANSEP OCT NOVOCT DECDESIGNMAROCTSEP TEAMOWNER CONSTRUCTION TEAM JAN-JULAPR-DECDECMAY 2017 2018
Timber
contact with
Advancing Timber 2022-09-12 PROJECT TIMELINE 2021202020192018201720162015
Woodworks to JA office
Timber
Woodworks event in Boston
building demo
for office space in Brockton
Timber
Building at UMASS
architect
Existing
DCAMM Olver Amherst
DUA Feasibility Study
as CM
Structure Fusion to JA office Boston JA into to CLT manufacturers
JA Selected design
to Olver
Certifiable
Make Woodworks
Visit Building Amherst
outs
UMASS
Bid Docs Timber conference Portland ME Bid docs
as
Quebec Wood Export Bureau to JA Office
bidding
Building Study Mass timber install Timber coordination, shop
Advancing Timber Agenda2022-09-12 01 02 03 04 Context Design Procurement Coordination Conclusions 05
Advancing Timber Context2022-09-12 01 02 03 04 A. Cross Laminated Timber Brief B. Precedents in the Commonwealth C. Site as a Factor for CLT D. Program as a Factor CLT 05
3. First adapted to IBC in 2015.
CONTEXT -
History
4. Can be used for multiple building elements. A. Cross Laminated Timber Brief
Advancing Timber 2022-09-12
1. Engineered wood composed of layers perpendicularstackedto each other for added structural rigidity in both direction.
2. First developed in early 1990’s in Austria and Germany
Advancing Timber 2022-09-12 STRUCTURAL COMPONENTS: 1. CLT Floor and Roof Decks 2. Glulam Beams 3. Glulam Columns 4. Steel Service Core 5. Steel Bracing CONTEXT - A. Cross Laminated Timber Brief DUA MASS TIMBER SELECTION APPROACH: 1. "Honest structure" vision. All mass timber to be exposed. No cladding of steel beams 2. CLT wall panels eliminated due to fire code requirement of cladding 3. Glulam diagonal braces eliminated to forego variance process. Lateral system solved in more elegant way, integrated with architecture CLT GlulamWallsDiagonal Bracing
Fennick In The
Advancing Timber 2022-09-12
McCredie Architecture STRUCTURAL COMPONENTS: 1. CLT Roof Decks 2. Glulam Beams 3. Steel Columns 4. Steel Bracing CONTEXT - B. CLT Precedents
Commonwealth
MASSDOT REGIONAL AIRPORT
PROJECTS MansfieldFitchburgBeverly
Advancing Timber 2022-09-12 UMASS AMHERST - JOHN W. OLVER DESIGN BUILDING Leers Weinzapfel Associates STRUCTURAL COMPONENTS: 1. CLT Floor and Roof Decks 2. CLT Stair Cores (clad) 3. Glulam Beams and Columns 4. Glulam Bracing (variance) 5. Wood Clad Steel Members 6. Wood and Steel Trusses 7. CLT and Steel Stair 8. Steel Service Core CONTEXT - B. CLT Precedents In The Commonwealth
Advancing Timber 2022-09-12 SITE: 226 Main Brockton,StreetMA 1. Within: Corcoran SmartRedevelopmentDowntownSub-DistrictEconomicStrategyGrowthOverlay 2. Proximal: Urban Revitalization Area Arts & Culture District Downtown Core CONTEXT - C. Site as a Factor for CLT T 27 123 123 27 CRESECENT ST CENTRE ST PLEASANTBELMONTSTST DOWNTOWNBROCKTONCORCORANSUB-DISTRICTSALISBURYBROOK226MAIN ST STMAIN STMONTELLO COURT ST2828
Advancing Timber 2022-09-12 CONTEXT - D. Program as a Factor for CLT DrawingAdministrationKey FlexibleSharedHearingsAdjudicationClaims
Advancing Timber 2022-09-12
CONTEXT - D. Program as a Factor for CLT
226 Main Street L1 L2 L3
Advancing Timber Design2022-09-12Considerations 01 02 03 04 A. Sustainability B. Hybrid Structure C. Acoustic Considerations 05
THESE SUSTAINABLE DESIGN MEASURES
And Renewable
TIMBER STRUCTURE Embodied Energy Building Material TERRACE Connection Green Space BEAMS ENERGY COST REDUCTION TO
COVERED
MaximiseReductionsEnergy ELECTRICAL Raised Floor System At Open Work Areas 44%
CHILLED
FACADE Screening Elements In Glazing. Deep Set Openings.
Angled Roof Infrastructure Provides Opportunity For Renewable Energy
Terrace Provides
DAYLIGHTING Solatube Skylights For Ambient Lighting At Call Center
To
Lower
PHOTOVOLTAICS
DUE
Advancing Timber 2022-09-12 DESIGN CONSIDERATIONS - A. Sustainability Timber versus Steel WOOD (CLT AND GLULAM) PROS 1. Lower embodied energy 2. Concrete (1/5) or steel and deck (1/3) 3. Contributes to LEED 4. Renewable material 5. Less impact from steel tariffs 6. Local Industry 7. Weight reduction 8. Provides a finish surface 9. Inherent spatial quality 10. Shortens erection schedule 11. Program/Site ideal for CLT 12. Inherently fire resistant STEEL AND CONCRETE DECK 1.PROSLonger spanning members 2. Familiarity for local contractors 3. More flexibility for heavier facades 4. Full ceiling results in concealed systems CONS 1. First cost typically higher 3X steel and deck (economy of scale) 2. Sound transmission between floors 3. Less familiarity with contractors 4. Complex building systems coordination 1.CONSHigher embodied energy 2. Steel spanning members may req cladding 3. Structural deck to be concealed 4. Cost fluctuation Contributes to: LEED MRc1 Building Impact Life Cycle Reduction LEED Innovation Credit
CHILLED BEAMS OCCUPANT COMFORT.
ENERGY.
IMPROVING
OVOLTAICSGTORENEWABLE
CONNECTING TO THE EXTERIOR.
There is a 33% carbon footprint reduction when using this renewable resource over typical 362 METRIC TONS OF CARBON DIOXIDEGGREENHOUSEBENEFICARBONPOTENTIALT:ASEMISSIONSAVOIDED101metrictonsofcarbondioxide THESCARBONTOREDINWOOD EQUIVALENT TO: carbonmetric261tonsofdioxide 77 for one year 38 energy to operate 38 homes for one year BENEFITS OF USING TIMBER STRUCTURE OVER STEEL AND CONCRETE FOR THIS BUILDING 333cubicmetersofwoodproductsused 60 US & Canadian forests grow this much wood in 60 seconds 23 FT wide
Located at the second floor, adjacent to the break room and kitchen, and away from street noise, this space is intended to be level with the tree canopy, creating a peaceful and secure respite on an urban site. occupants work ensuring ease of reconfiguration over the lifespan of the building.
A chilled beam HVAC system uses much less energy than traditional systems. In this case, we have a 17% reduction in energy usage when compared to a forced air system. Lowered velocity air movement creates a more comfortable environment for occupants.
COVERED TERRACE
A 58KW photovoltaic array providing power that is sold back to the utility to
Advancing Timber 2022-09-12 DESIGN CONSIDERATIONS - B. Hybrid Structure Steel Spine - Level 3 Plan, Views WOMENS REST RM HUDDLEWESTSPACE MENS REST RM 121 SF SUPERVISOR 122 SF SUPERVISOR 122 SF SUPERVISOR 122 SF SUPERVISOR 122 SF SUPERVISOR 143 SF DIRECTOR 122 SF SUPERVISOR RECYCLECORRIDORCORRIDOR0"6' CORRIDORCOPY/SUPPLYELECJC HUDDLEEASTSPACE 75 SF IDF ROOM STAIR B STAIR A 12' 8" EXPOSED CLT EXPOSED CLTSTEEL
Advancing Timber 2022-09-12 DESIGN CONSIDERATIONS - B. Hybrid Structure Steel Spine - Building Section, Level 1 Views 1 2 3 4 5687 9 10 4'0 8' 16' GRAPHIC SCALE CLIENT NAME PROJECT NAME DUA Brockton New FacilityDCAMM BUILDING SECTION -EAST/WEST 1 1WORK 5MECHANICAL4CORRIDOR3ELEVATOR2RECEPTIONAREALOBBYROOM 6SUPERVISOR OFFICE 7SEASONAL CALL CENTER 8CALL CENTER WEST 10CALL9CORRIDORCENTER EAST EXPOSED CLT EXPOSED CLTSTEEL 5 1WORK 3ELEVATOR2RECEPTIONAREALOBBY 6SUPERVISOR OFFICE 7SEASONAL CALL CENTER 8CALL CENTER WEST
Advancing Timber 2022-09-12 DESIGN CONSIDERATIONS - B. Hybrid Structure Tolerances Between Timber and Steel 2 DUCT, REFER TO MEP DWGS 3" FLOORING SLAB. REFER TO STRUCTURAL DWGS PTD GWB PTD GWB LOW PROFILE ACCESS FLOOR WHERE NOTED CONCRETE TOPPING SLAB ACOUSTIC MAT, TURNED UP AT EDGE CLT STRUCTURE35/8"LGMF 3 5/8" LGMF 7/8" FURRINGCHANNEL(GALV) F REVEAL AT GLUMEPCORNERCLT/GLUEXPOSEDBEAD,TYP.SYSTEMSSHOWNFORREFERENCE,SEEMEPDWGSLAMBEAM,REFERTOSTRUCTURALDWGSPERTYPDTLA003INPLANCARPETANDPAD,SEESCHEDULE SEE WALL TYPES LEVEL 0.5 114' 7" STEEL HEADER BY STAIR CONCRETE SLAB, REFER STRUCTURAL STEEL, REFER TO STRUCTURE DWGS PROVIDE ACOUSTIC BATS AND SEAL ALL EDGES TO REDUCE SOUND TRANSFER UNDERSTAIR LOW PROFILE ACCESS FLOOR WHERE NOTED LOW PROFILE ACCESS FLOOR CLOSURE PIECE METAL TRANSITION ACOUSTICCONCRETELINOLEUMSTRIPTILEPADTOPPINGSLABMAT,TURNEDUPATEDGECLTSTRUCTURELEDGERPLATE,PTD STEEL STRUCTURE POUR STOP 7/8" FURRINGCHANNEL(GALV)PTD GWB 5/8" LGMF IN PLAN SEE WALL TYPES 2 STEEL PLATE, REFER TO STRUCTURAL DWGS LAG SCREWS INTO CLT, POURSTRUCTURALSEEPTDGWBSTOP7/8" FURRINGCHANNEL(GALV) SEE WALL TYPES 2 T.O.S.159'ROOF2" EXPOSED CROSS LAMINATED TIMBER DECK,TYP LEDGER ANGLE SUPPORTING CLT, PTD PTD HM AND WINDOWFRAME 3 5/8" PTDLGMFGWB ACT, HUNG FROM STRUCTURAL DECK,RCPsSEE STEEL SEEROOFSTRUCTUREPOURSTOPASSEMBLY,WALLSECTIONS PTD GWB ON LGMF, REFER TO PLANS FOR WALL TYPE 6" ABOVE FINISHED CEILING 4 LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS (MULLION MOUNTED) 7 3/8" 6" ALUM. CURTAINWALL MULLION, DARK BRONZE (2) LAYERS OF 5/8" GWB CLT STRUCTURE 3 5/8" LGMF Jones Architecture, 10 BIDDCAMMProjectProjectPlanRevisionsOriginalCAMISSecretariat:BuildingSiteProjectProjectwww.jonesarch.com978.744.5200Salem,DerbyMAArchitectConsultantNumber:Number:Number:IssueNameLocationNameDOCUMENTSProfessional 03-06INTERIOR226MainBrockton,DUANewEOL1801SCALE: 1 1/2" = 1' 0"A4205 DETAIL @ CORE SOFFIT AT PARTNER SPACE SCALE: 1 1/2" = 1' 0"A4204 DETAIL @ CORE SOFFIT, TYP SCALE: 1 1/2" = 1' 0"A4206 DETAIL @ 3RD FLR OFFICE, TYP. No. Description 0'-4"0'-7"0'-6"HSS6X6 LEVEL 2 132' 6" 2 LIGHT FIXTURE, SEE ELEC DWGS FOR ADD'L INFO PTD GWB PTD GWB LOW PROFILE ACCESS FLOOR WHERE NOTED STEEL PLATE, REFER TO STRUCTURAL DWGS LAG SCREWS INTO CLT, POURSTRUCTURALSEEPTDGWBSTOP POUR STOP CONCRETE TOPPING SLAB ACOUSTIC MAT, TURNED UP AT EDGE CLT STRUCTURE STEEL PLATE, REFER TO STRUCTURAL DWGS 7/8" FURRING3CHANNEL(GALV)5/8"LGMF SEE WALL TYPES SEE WALL TYPES CORNER BEAD, TYP. EXPOSED STL PTD. Project Architect Project Location Project DCAMMName Project Number BID DOCUMENTS 226 Main Street Brockton, MA DUA Brockton New EOL1801FacilityDC1 SCALE: 1 1/2" = 1' 0"A4204 DETAIL @ CORE SOFFIT, TYP
DESIGN CONSIDERATIONS - B. Hybrid Structure
East Facade
Advancing Timber 2022-09-12
CONSIDERATIONS - B. Hybrid Structure
4 METAL RAIL EDGE OF SLAB 1' - 2" 1' 11" CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING2"BONDRIGID INSULATION WALL ASSEMBLY TYPE EW-8 CONCRETE PAVER ADJUSTABLEPAVERPEDESTALSUPPORT AIR & WATER 1/2"MEMBRANEBARRIER(AWB)COVERBOARDTAPEREDROOF STONE SILL 2" FIBERGLASS CLIP OVERLAP B.O. CEMENT BOARD PANEL AND MEMBRANE FLASHING 3" ROOF DRAIN, REFER TO PLUMBING DWGS (21'BRICKS)35/8" GLAZED BRICK 7/8" FURRING CHANNEL (GALV) HSS 6X6 COL. (HORIZONTAL)BEYOND LSB W/ CHW S 3535 CHANNEL &LENSSHIM FOR MOUNTING CLIP 3/8" HARD PLASTIC SHIM LEVEL 2 132' 6" B A.4 A 3"1' 0"-1' C(5RS7/8"0-1'C(2RS3/4"5 3/4"5 CONCRETE ADJUSTABLEPAVERPEDESTAL PAVER 5X8SUPPORTOVERFLOW SCUPPER (TYP. OF 3) 2" FACE BRICK, GRADE SW AIR & WATER BARRIER MEMBRANE (AWB) RELIEVING ANGLE 1/8" PTD MTL 1/2" GAP1/2" PTD GWB 5/8" LGMF 6X6PLYANGLECROSS LAMINATED TIMBER TAPERED ROOF INSULATION, SLOPE 1/4" PER 12" GLU LAM BEAM, REFER TO STRUCTURAL DWGS ROOF DRAIN, REFER TO PLUMBING DWGS 11/16"5 BRICK TIE WALL ASSEMBLY TYPE EW-5 PLYWOOD SHEATHING 7/8" FURRING (GALV) CHANNEL CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING 4"BONDSPRAY FOAM INSULATION 1/8" TYP. 2' 0" TYP.FLOOR ASSEMBLY TYPE FL-3 MIN3"3/4"5 EOS 1' 3 3/8" 1' 7 13/16" 1' 5/128" LEVEL 3 145' 10" 43 ALIGN FLOORALIGNMULLION,6"RADIATORFLOOR-MOUNTEDALUM.CURTAINWALLDARKBRONZE.W/FLOORASSEMBLYTYPEFL-1 SMOKE RAISEDBLOCKINGSTOPFLOOR BASE INSULATED BREAK METAL SILL ALIGNED TO CEMENT BOARD CEILING 7/8"PLYWOODFURRING CHANNEL CEMENT BOARD PANEL CEILING BASE AS SCHEDULED SEE PLANS FOR WALL TYPE 7/8" FURRING CHANNEL CEMENT BOARD PLANK 1/2" GYP6"SHEATHINGMTLSTUD BATT INSULATION CERAMIC FRIT PATTERN PLYWOOD LIGHT FIXTURE GLASS FILM ON SURFACE #4 SLAB10"EDGE A3414 THERMA FIBER AND FIRE SEALANT AT EOS GAPS, VARIABLETYP. PERMEANCE ACRYLIC SHEET AIR AND VAPOR CONTROL MEMBRANE, ALL SEAMS AND FASTENERS TAPED 3 5/8" LGMFCONTINUOUS ADHERED V P AWB NOTE: SPRINKLERS SHOWN FOR REFERENCE, REFER TO RCPs FOR EXACT LOCATION UP SPRINKLER AND CONCEALEDSPRINKLERDOWN Jones Architecture, INC 10 Derby Square Salem, MA DCAMMProjectProjectProjectProjectwww.jonesarch.com978.744.520001970ArchitectConsultantLocationNameProject Number BID EOL1801ProfessionalDOCUMENTSSeal226MainStreetBrockton,MADUABrocktonNewFacilityDC1SCALE: 1" = 1' 0" ROOF SECTION AT TERRACE SCALE: 1" = 1' 0"A3413 E/W CEILING DETAILS AT TERRACE 43 METAL RAIL EDGE OF SLAB 1' 2" 1' 11" CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING2"BONDRIGID INSULATION WALL ASSEMBLY TYPE EW-8 1"-1' 3/8" 2' 0" TYP. 1/8" TYP. CONCRETE PAVER ADJUSTABLEPAVERPEDESTALSUPPORT AIR & WATER INSULATION,1/2"MEMBRANEBARRIER(AWB)COVERBOARDTAPEREDROOFSLOPE1/4"PER12"FLOORASSEMBLYTYPE FL-3 STONE SILL 2" FIBERGLASS CLIP OVERLAP B.O. CEMENT BOARD PANEL AND MEMBRANE FLASHING 20 OZ T ZCC FLASHING WITH DRIP EDGE 1 3/4" 3" ROOF DRAIN, REFER TO PLUMBING DWGS 1/2"73/4"4 3"-1' (21'BRICKS)35/8" GLAZED BRICK MIN3" 7/8" FURRING CHANNEL (GALV) 4 1/2" HSS 6X6 COL. BEYOND HSS 6X6 COL. 1' 11/16" 8" (HORIZONTAL) 3"-1' 6" LSB W/ CHW S 3535 CHANNEL &LENSSHIM FOR MOUNTING CLIP ALIGN 3/8" HARD PLASTIC SHIM LEVEL 2 132' 6" B A.4 A CLT SOLID(FINISHED),BLOCKINGSEESTRUCTURAL 3"-1' 0"-1' C(5RS)7/8"0-1'C2RS)3/4"5 3/4"5 CONCRETE ADJUSTABLEPAVERPEDESTAL PAVER 5X8SUPPORTOVERFLOW SCUPPER (TYP. OF 3) 2" FACE BRICK, GRADE SW AIR & WATER BARRIER MEMBRANE (AWB) RELIEVING ANGLE 1/8" PTD MTL 1/2" GAP 2 1/2" PTD GWB 3 5/8" LGMF 6X6PLYANGLECROSS LAMINATED TIMBER TAPERED ROOF INSULATION, SLOPE 1/4" PER 12" GLU LAM BEAM, REFER TO STRUCTURAL DWGS ROOF DRAIN, REFER TO PLUMBING DWGS GLU LAM BEAM, REFER TO STRUCTURAL DWGS ROOF DRAIN, REFER TO PLUMBING DWGS 5 PLY CROSS LAMINATEDTIMBER 11/16"5 MTL POUR STOP 3/8" LIGHTWEIGHT CONCRETE TOPPING SLAB W/ 5/8" UNDERLAYMENTACOUSTIC BRICK TIE WALL ASSEMBLY TYPE EW-5 PLYWOOD SHEATHING 7/8" FURRING (GALV) CHANNEL CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING 4"BONDSPRAY FOAM INSULATION 1/8" TYP. 2' 0" TYP.FLOOR ASSEMBLY TYPE FL-1A FLOOR ASSEMBLY TYPE FL-3 MIN3"3/4"5 EOS 1' 3 3/8" 1' - 7 13/16" 1' 5/128" LIGHT FIXTURE CHANNEL NOTE: FOR TYPICAL AVB AND FLASHING ASSEMBLIES REFER TO SHEET A325 LSB W/ DARK6"FCBP2"7/8"BONDBOARDCUSTOM1/2"CHANNELCHW-S-3535&LENSPLYWOODSHEATHING7/8"FURRING(GALV)CHANNELSHIMAIR&WATERBARRIERMEMBRANE(AWB)CUSTOMCUTFIBERCEMENTBOARDPLANK5"X6',1/3RUNNINGBONDCUTFIBERCEMENTPLANK5"X6',1/3RUNNINGFURRING(GALV)CHANNELFIBERGLASSCLIPALUMINUMTRIMPIECE,PTD.ALUM.CURTAINWALLMULLION,BRONZE3/8" Jones Architecture, INC 10 Derby Square Salem, MA Secretariat:SiteProjectProjectwww.jonesarch.com978.744.520001970ArchitectConsultantNumber:DES05Executive Office of Labor and Workforce Development Project Location Project DCAMMName Project Number Professional TERRACESeal EOL1801NewDUABrockton,226A341DETAILSMainStreetMABrockton-FacilityDC1SCALE: 1" = 1' 0"A3411 E/W ROOF SECTION AT TERRACE SCALE: 1" = 1' 0"A3412 N/S ROOF SECTION AT TERRACE SCALE: 1" = 1' 0"A3413 E/W CEILING DETAILS AT TERRACE FIXTURE SECTION DETAIL @ TERRACE HEAD 43 METAL RAIL EDGE OF SLAB 1' 2" 1' 11" CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING2"BONDRIGID INSULATION WALL ASSEMBLY TYPE EW-8 CONCRETE PAVER ADJUSTABLEPAVERPEDESTALSUPPORT AIR & WATER 1/2"MEMBRANEBARRIER(AWB)COVERBOARDTAPEREDROOF STONE SILL 2" FIBERGLASS CLIP OVERLAP B.O. CEMENT BOARD PANEL AND MEMBRANE FLASHING 3" ROOF DRAIN, REFER TO PLUMBING DWGS (21'BRICKS)35/8" GLAZED BRICK 7/8" FURRING CHANNEL (GALV) HSS 6X6 COL. BEYOND 8" (HORIZONTAL) W/ CHW S 3535 CHANNEL &LENSSHIM FOR MOUNTING CLIP 3/8" HARD PLASTIC SHIM LEVEL 2 132' 6" B A.4 A SOLID(FINISHED),BLOCKINGSEESTRUCTURAL 3"-1' 0"1' C(5RS)7/8"01'C(2RS)3/4"5 3/4"5 CONCRETE ADJUSTABLEPAVERPEDESTAL PAVER 5X8SUPPORTOVERFLOW SCUPPER (TYP. OF 3) 2" FACE BRICK, GRADE SW AIR & WATER BARRIER MEMBRANE (AWB) RELIEVING ANGLE 1 1/8" PTD MTL 1/2" GAP 2 1/2" PTD GWB 3 5/8" LGMF 6X6 ANGLE 5 PLY CROSS LAMINATED TIMBER TAPERED ROOF INSULATION, SLOPE 1/4" PER 12" GLU LAM BEAM, REFER TO STRUCTURAL DWGS ROOF DRAIN, REFER TO PLUMBING DWGS BEAM, REFER TO STRUCTURAL DWGS DRAIN, REFER TO PLUMBINGLAMINATEDDWGSTIMBER 11/16"5 POUR UNDERLAYMENTTOPPINGLIGHTWEIGHTSTOPSLAB5/8"ACOUSTIC BRICK TIE WALL ASSEMBLY TYPE EW-5 PLYWOOD SHEATHING 7/8" FURRING (GALV) CHANNEL CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING 4"BONDSPRAY FOAM INSULATION 1/8" TYP. 2' 0" TYP.ASSEMBLY TYPE FL-1A FLOOR ASSEMBLY TYPE FL-3 MIN3"3/4"5 EOS 1' 3 3/8" 1' 7 13/16" 1' - 2 5/128" LEVEL 3 145' 10" 43 ALIGN FLOORALIGNMULLION,6"RADIATORFLOOR-MOUNTEDALUM.CURTAINWALLDARKBRONZE.W/FLOORASSEMBLYTYPEFL-1 SMOKE RAISEDBLOCKINGSTOPFLOOR BASE INSULATED BREAK METAL SILL ALIGNED TO CEMENT BOARD CEILING 7/8"PLYWOODFURRING CHANNEL CEMENT BOARD PANEL CEILING BASE AS SCHEDULED SEE PLANS FOR WALL TYPE 7/8" FURRING CHANNEL CEMENT BOARD PLANK 1/2" GYP6"SHEATHINGMTLSTUD BATT INSULATION CERAMIC FRIT PATTERN PLYWOOD LIGHT FIXTURE GLASS FILM ON SURFACE #4 SLAB10"EDGE A3414 THERMA FIBER AND FIRE SEALANT AT EOS GAPS, VARIABLETYP. PERMEANCE ACRYLIC SHEET AIR AND VAPOR CONTROL MEMBRANE, ALL SEAMS AND FASTENERS TAPED 5/8" LGMFCONTINUOUS ADHERED V P AWB NOTE: SPRINKLERS SHOWN FOR REFERENCE, REFER TO RCPs FOR EXACT LOCATION UP SPRINKLER AND CONCEALEDSPRINKLERDOWN Jones Architecture, INC 10 Derby Square Salem, MA DCAMMProjectProjectProjectProjectwww.jonesarch.com978.744.520001970ArchitectConsultantLocationNameProject Number BID EOL1801ProfessionalDOCUMENTSSeal226MainStreetBrockton,MADUABrocktonNewFacilityDC1SCALE: 1" = 1' 0"A3412 N/S ROOF SECTION AT TERRACE SCALE: 1" = 1' 0"A3413 E/W CEILING DETAILS AT TERRACE LEVEL 2 132' 6" 43 METAL RAIL EDGE OF SLAB 1' 2" 1' 11" CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING2"BONDRIGID INSULATION WALL ASSEMBLY TYPE EW-8 1"-1' 3/8" 2' 0" TYP. 1/8" TYP. CONCRETE PAVER ADJUSTABLEPAVERPEDESTALSUPPORT AIR & WATER INSULATION,1/2"MEMBRANEBARRIER(AWB)COVERBOARDTAPEREDROOFSLOPE1/4"PER12"FLOORASSEMBLYTYPE FL-3 STONE 5STEELPLYWOODSILLSHEATHINGPLATEPLYCROSSLAMINATED TIMBER GLU LAM BEAM, 38.5" DEEP AT END BAY, SEE STRUCTURAL BRICK TIE 2" FIBERGLASS CLIP OVERLAP B.O. CEMENT BOARD PANEL AND MEMBRANE FLASHING 20 OZ T ZCC FLASHING WITH DRIP EDGE 1 3/4" 3" GLAZED BRICK JAMB BEYOND 6" ALUM. CURTAINWALL MULLION, DARK BRONZE 6" 4X4CFMFSTL TUBE ROOF DRAIN, REFER TO PLUMBING DWGS 1/2"73/4"4 3"-1' (21'BRICKS)35/8" GLAZED BRICK MIN3" 7/8" FURRING CHANNEL (GALV) 4 1/2" HSS 6X6 COL. BEYOND HSS 6X6 COL. 1' 2 11/16" 8" (HORIZONTAL) 3"-1' 6" LSB W/ CHW S 3535 CHANNEL &LENSSHIM FOR MOUNTING CLIP ALIGN 6X10. STL CHANNEL BTW HANGERS, SEE STRUCTURAL BACK TO BACK L4X4 ANGLES, REFER TO STRUCTURAL DWGS 3/8" STL PLATE 3/8" HARD PLASTIC SHIM LEVEL 2 132' 6" B A.4 A CLT SOLID(FINISHED),BLOCKINGSEESTRUCTURAL 3"-1' 0"-1' C(5RS)7/8"0-1'C2RS)3/4"5 3/4"5 CONCRETE ADJUSTABLEPAVERPEDESTAL PAVER 5X8SUPPORTOVERFLOW SCUPPER (TYP. OF 3) 2" FACE BRICK, GRADE SW AIR & WATER BARRIER MEMBRANE (AWB) RELIEVING ANGLE 1 1/8" PTD MTL 1/2" GAP 2 1/2" PTD GWB 3 5/8" LGMF 6X6 ANGLE 5 PLY CROSS LAMINATED TIMBER TAPERED ROOF INSULATION, SLOPE 1/4" PER 12" GLU LAM BEAM, REFER TO STRUCTURAL DWGS ROOF DRAIN, REFER TO PLUMBING DWGS LAM BEAM, REFER TO STRUCTURAL DWGS ROOF DRAIN, REFER TO PLUMBING DWGS PLY CROSS LAMINATEDTIMBER 11/16"5 MTL POUR STOP 2 3/8" LIGHTWEIGHT CONCRETE TOPPING SLAB W/ 5/8" UNDERLAYMENTACOUSTIC BRICK TIE WALL ASSEMBLY TYPE EW-5 PLYWOOD SHEATHING 7/8" FURRING (GALV) CHANNEL CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING 4"BONDSPRAY FOAM INSULATION 1/8" TYP. 2' 0" TYP.FLOOR ASSEMBLY TYPE FL-1A FLOOR ASSEMBLY TYPE FL-3 MIN3"3/4"5 EOS 1' - 3 3/8" 1' 7 13/16" 1' 2 5/128" LIGHT FIXTURE NOTE: FOR TYPICAL AVB AND FLASHING ASSEMBLIES REFER TO SHEET A325 Jones Architecture, INC 10 Derby Square Salem, MA DCAMMProjectProjectSiteProjectProjectwww.jonesarch.com978.744.520001970ArchitectConsultantNumber:DES05LocationNameProject Number Professional EOL1801NewDUABrockton,226A341SealMainStreetMABrockton-FacilityDC1SCALE: 1" = 1' 0" E/W ROOF SECTION AT TERRACE SCALE: 1" = 1' 0"A3412 N/S ROOF SECTION AT TERRACE SCALE: 1" = 1' 0"A3413 E/W CEILING DETAILS AT TERRACE Terrace section details - cement board hung from timber structure
Advancing Timber 2022-09-12
Terrace - Rainscreen Assembly
DESIGN
Advancing Timber 2022-09-12 DESIGN CONSIDERATIONS - B. Hybrid Structure Entrance Canopy - Rainscreen Assembly SD LEVEL 2 132' 6" 4 GLAZED BRICK COLUMN ENCLOSURE PTD GWB HA CR VES HA6"-1'6"-5' EQEQ GLAZED BRICK AT RETURNWALLS DARK BRONZE LAZER CUT PLATE ON STANDOFFS, BACKLIT. TYP ATSIGNAGEENTRY 6"-3'6"-4' RECESSED VIDEO STATIONENTRANCE TS SIDEWALK, REFER TO LANDSCAPE DRAWINGS CONCRETE FOUNDATION WALL, REFER TO STRUCTURAL DRAWINGS TRENCH DRAIN, REFER TO DRAWINGSCIVIL FP JUNCTION BOX, REFER TO ELECTRICAL DRAWINGSA3331 3" THK BELOWINSULATIONSLAB A3333 SIM FCU PITCHED CONCRETE TOPPING SLAB (BROOMFINISH) NOTE: ALL DEVICES TO BE FULLY RECESSED IN MASONRY WALLS AT VESTIBULES / ENTRIES, TYP. EXIT TRANSFERSIGN GRILL 2' - 0" LSB DRIVER MOUNTED ABOVE CEILING SIMGUTTER 4 A3326 RVW EXAMNR 112 FLOORREFER E F SECURITY CAMERA, CENTERED IN PANEL, TYP. EXIT SIGN MTD TO CEILING, CENTERED ON DOORPCLOSUREFCLIP,MULLION,REFERTOW/W/ SCALE: 1/2" = 1' 0"A3325 NORTHEAST ENTRY SECTION @ SOUTH SCALE: 1/4" = 1' 0"A332 Entry canopy section - phenolic hung from timber structure
Advancing Timber 2022-09-12 DESIGN CONSIDERATIONS - C. Acoustic Considerations Footfall Noise LEVEL 3 145' 10" FLOOR ASSEMBLY TYPE FL-1 1/4"3-1'1/4"1 LOW PROFILE ACCESS FLOOR WHERE NOTED FLOOR MOUNTED FTR, REFER TO MEP DWGS CERAMIC FRIT PATTERN, CUSTOM PATTERN AND COLOR, 50% COVERAGE UNO ALTERNATE NO. 2: PROVIDE OKALUX OKAWOOD WITH WOOD GRID IN IGU IN LIEU OF CERAMIC FRIT. WOOD GRID AT 50% COVERAGE UNO 2 3/8" LIGHTWEIGHT CONCRETE TOPPING SLAB W/ 5/8" TREATEDUNDERLAYMENTACOUSTICWDPOURSTOPFORACOUSTICTOPPINGSLAB5PLYCROSSLAMINATEDTIMBER VERTICAL MULLION CLIP SSG CURTAINWALL MULLION, DARK BRONZE. ALIGN W/ FLOOR PREFINISHED, INSULATED ALUMINUM EXTRUSION ON PREFINISHED ALUMINUM CLIPBATTANGLESINSULATION, FULL CAVITY GLASS FILM ON SURFACE #4ROLLERSMOKESMOKESEALANTSTOPSTOPSHADE 1 ALIGN GLU LAM BEAM, 38.5" DEEP AT END BAY, SEE STRUCTURAL GLU LAM BEAM, 16.5" DEEP AT MIDDLE BAYS, SEE STRUCTURAL CARPET AND PAD, SEE SCHEDULE ALIGN 3"5" SLAB10"EDGE 2' - 2" THERMA-FIBER AND FIRE SEALANT AT EOS GAPS, TYP. 3/8"1/4"3TOS1/2" 5/8"3 0' - 2 5/8"0' - 3 3/4"0'-6 3/8" WELDED FRAME HSS 4X4 STL POSTS @ 4' OC, TOP RAIL 4X4 TUBE BETWEEN POSTS, AND CONTINUOUS4X4ANGLE 1" LEVEL 1 1.2 WALL ASSEMBLY TYPE EW-2 FLOOR ASSEMBLY TYPE FL-2 4" 6" ALUM. CURTAINWALL MULLION, WELDED FRAME HSS 4X4 STL POSTS @ 4' OC, TOP RAIL 4X4 TUBE BETWEEN POSTS, AND CONTINUOUS4X4ANGLE WATER PROOFING MEMBRANE AT CARPET AND PAD, SCHEDULESEE GROUT BELOW FLASHING GLAZED BRICK (3 COURSE MIN. ABOVE GRADE TO BRICK SHELF BELOW), TYP. SSTL PIN WELDED TO TOP OF LEDGER SCALE: 1 1/2" = 1' 0"A3206 SPANDREL DETAIL AT FLOOR LEVEL SCALE: 1 1/2" = 1' 0"A3201 BRICK SHELF DETAIL AT E&W Floor Assembly at Perimeter Exposed CLT AcousticdeckmatToppingslab
DESIGN CONSIDERATIONS - C. Acoustic Considerations
Advancing Timber 2022-09-12
Sound Baffles
Ambient Noise
Sound Masking System
Advancing Timber Construction2022-09-12 Management 01 02 A. Procurement in the Commonwealth B. Early Bid Package C. Cost Savings and Challenges Due to CLT and GL 03 04 05
GC on Board: Bid Packages:
C149 C149A
Traditional "rip and read"
After 100% CD's
Bidding:
One at 100% CD's
Public Vertical in MA M.G.L. C149 VS C149A
Construction
PROCUREMENT - A. Procurement In The Commonwealth
As Early As SD Multiple - Early Trades Before 100% CD. Early Timber Package
Cost of Work, Plus Fee - GMP
Advancing Timber 2022-09-12
Advancing Timber 2022-09-12
PROCUREMENT - B. Early Bid Package
COORDINATION EFFORT 1. Packaging and awarding the work 2. Design assist from timber manufacturer 3. Mockups of joint details
Follow on work with CLT Decks
If not fully coordinated, the nature of the wood material allows for revi sions to be made much easier than with steel members.
Protection Protection, especially if exposed like it should be – need to consider costs and time to install protection of components for duration of the project. This is tied in with punchlist repairs after as well.
Weather
Decking Advantage
Instead of having to wait for rebar/mesh/slab on deck placement for smooth surface to work off of, lifts could almost immediately be loaded onto floors.
Carpenters were able to work through snow/rain that ironworkers would not have been able to. Snow clearing CLT much easier than metal deck.
Material takes up considerably more space than traditional steel and decking bundles. Would need to have available space on site for staging of materials to be put in place.
Lengthened and more detailed coordination process.
Change Management
DetailingSAVINGS
Requirements
Advancing Timber 2022-09-12
A CLT deck overhead acts as safe cover for other trades to begin work underneath. Ironworkers do not allow work below.
Hot Work and Fire Watches
Far less involved detailing requirements with CLT/GL than with steel members. Same day install versus weeks of welding.
Lengthy tracking of shipping and logistics getting from ports to site. Coordination
PROCUREMENT - C. Cost Savings and Challenges Due to CLT and GL
No fire watch or hot work permitting requirements for CLT/GL install where welding with steel would require one.
Tracking
OnCHALLENGESSiteStorage
Advancing Timber Coordination2022-09-12 01 02 03 A. Design Phase B. Preconstruction C. Construction 04 05
Advancing Timber 2022-09-12 COORDINATION - A. Design Phase Third Floor Detail RCP 22 EF 1.2 F.5G1EQ.1EQ. 2"-1'2"-1'2"-1'2"2'2"1'2"1'2"1'2EQ. 10" ZONE FROM FACE OF BEAM CONTAINS SOUND MASKINGSPRINKLERSAND 1'-2" ZONE FROM AT CENTER OF BAY CONTAINS SPRINKLER, OCCUPANCY SENSOR, LIGHT FIXTURE, AND SOUND MASKING 10" ZONE FROM AT CENTER OF BAY CONTAINS SPRINKLER, LIGHT FIXTURE. ELEMENTS PARALLEL WITH NORTHWALL SOUND MASKING SPEAKER FEED: CONDUIT AT CEILING DIRECTLY ABOVE MOUNTING:SPEAKERPENDANT, BOTTOM OF SPEAKER FLUSH WITH BOTTOM OF BEAM LINEAR LIGHT FIXTURE FEED: CONDUIT AT CEILING DIRECTLY ABOVE FIXTURE TO RECEIVING END (EAST) MOUNTING: PENDANT, BOTTOM OF FIXTURE FLUSH WITH BOTTOM OF BEAM DOMED LIGHT MONITORS CORED THROUGH CLT WIFI MOUNTING: FACE OF WALL 9'-0" AFF, QUANTITY TBD BY OWNER 4' 0"12' 0" 6'-3" ZONE OF OPEN CLT, NO BUILDING SYSTEMS 4'-11" ZONE OF OPEN CLT, NO BUILDING SYSTEMS DALI MULTI-SENSOR FEED: CONDUIT TIGHT TO DECK MOUNTING: CENTERED ON BAY N-S AND E-W, TIGHT TO DECK D 1 A CHILLED BEAM HYDRONIC PIPING -PERIMETER HEATING MOUNTING: TIGHT TO UNDERSIDE OF THIRD FLOOR DECK, TIGHT TO BEAM, ABOVE CHILLED BEAMS CHILLED BEAM CHILLED BEAM FEED: DUCTWORK RUNS ABOVE CHILLED BEAMS TIGHT TO CEILING MOUNTING: PENDANT, BOTTOM OF CHILLED BEAM FLUSH WITH BOTTOM OF BEAM LINEAR BAFFLES MOUNTING: PENDANT, BOTTOM OF BAFFLE FLUSH WITH BOTTOM OF BEAM 2'-2" ZONE FROM FACE OF BEAM CONTAINS HVAC 10" ZONE FROM FACE OF BEAM CONTAINS SOUND MASKINGSPRINKLERSAND CHILLED BEAMCHILLED BEAM HYDRONIC PIPING -CHILLED BEAMS MOUNTING: TIGHT TO DECK, AS CLOSE TO BEAM AS POSSIBLE, ABOVE CHILLED BEAMS 7/8"03'1'2" 7"8' AAA AAAA 9"-7' D10" ZONE FROM AT CENTER OF BAY CONTAINS SPRINKLER, OCCUPANCY SENSOR, LIGHT FIXTURE, AND SOUND MASKING AAAA 9' 6" 9' 6" 9' 6" D1'-2" ZONE FROM AT CENTER OF BAY CONTAINS SPRINKLER, OCCUPANCY SENSOR, LIGHT FIXTURE, AND SOUND MASKING AAAA 2'-2" ZONE FROM FACE OF BEAM CONTAINS HVAC CHILLED BEAMCHILLED BEAM AAAA 9"-7'7"8' CHILLED BEAMCHILLED BEAM 2EQ.2EQ.3EQ.3EQ.3EQ.3EQ.4'-11" ZONE OF OPEN CLT, NO BUILDING SYSTEMS 6'-3" ZONE OF OPEN CLT, NO BUILDING SYSTEMS 2'-2" ZONE FROM FACE OF BEAM CONTAINS HVAC 3'-2" ZONE OF OPEN CLT, NO BUILDING SYSTEMS 4' 0" SOUND MASKING SPEAKER SPACING DIMENSIONED IN BOTH E-W AND N-S DIRECTIONS. NOTE SPACING VARIES IN NORTH AND SOUTH BAYS 8' 0" 6" 8' 0" 15' 0" 10" ZONE FROM FACE OF BEAM CONTAINS SOUND MASKINGSPRINKLERSAND 4'-5" ZONE OF OPEN CLT, NO BUILDING SYSTEMS 2'-2" ZONE FROM FACE OF BEAM CONTAINS HVAC 6" ZONE FROM FACE OF BEAM CONTAINS SOUND MASKINGSPRINKLERSAND AAAA A A AA D GENERAL NOTES: 1. THIS DRAWING IS PROVIDED AS A GUIDELINE FOR MEP SYSTEMS COORDINATION FOR EXPOSED CEILING AREAS THROUGHOUT THE BUILDING. 2. SHOWN ABOVE IS A SINGLE TYPICAL STRUCTURAL BAY AND A SINGLE IRREGULAR STRUCTURAL BAY AT THE NORTHWEST CORNER OF THE THIRD FLOOR PLAN 3. ZONES IN EACH BAY HAVE BEEN DEFINED TO CONSOLIDATE MEP SYSTEMS, ENSURING THAT AS MUCH CROSS LAMINATED TIMBER REMAINS EXPOSED AS POSSIBLE. ALL SYSTEMS THAT FALL OUTSIDE OF THESE ZONES ARE TO BE REVIEWED WITH CM AND ARCHITECT BEFORE 4.INSTALLATION.ALLMEPSYSTEMS ARE TO BE PAINTED PER SPECIFICATION AND FINISH SCHEDULE. REFLECTED CEILING PLAN LEGEND 2'-0"ACT x 2'-0" CEILING TYPES GENERALORMETALCEILING,EXPOSEDDECKCLT.SEE PlanRevisionsName SCALE: 1/4" = 1' 0"A1141 LEVEL 3 SYSTEMS COORDINATION RCP No. Description Date
Advancing Timber 2022-09-12 COORDINATION - B. Preconstruction Phase CM coordination model, subcontractor involvement G1 PP2BDP2LP2PP2AHP2 19'-8"FTR-B213'-0"FTR-B213'-0"FTR-B213'-0"FTR-B213'-0"FTR-B219'-8"FTR-B2FTR-B219'-10"FTR-B213'-0"FTR-B213'-0"FTR-B213'-0"FTR-B213'-0" FTR-B217'-6" AC-4 TOREFRAC-4 1" 4.55"∅ 1.55" Deep DALI OCCUPANCY (TYP.SENSOR12) Mounted on 3.5" Octagon Surface mounted bottom(TYP.deck12) 30° UP&DN(TYP.) 4.55"∅ 1.55" Deep DALI OCCUPANCY SENSOR (TYP. Mounted12)on 3.5" Octagon Surface mounted bottom of deck (TYP. 12) 30° UP DN (TYP.) BOC: 12'-2"(TYP.)A.F.F. Stub into (TYP.core12) 2 4 CBEF 31.2 2.5 A.4X5.1X7.1 X6.1 XB XC XD XE XF XG XHXA F.5 G A 1 D X2 XB XC XD XE XF XG XH G construct their system in accordance with the coordinated NavisWorks file. It als certified that their coordination documents, RFIs, & Submittals up to the date of signing. system in accordance to the project specific BIM Execution Plan and reviewed any remaining clashes within their accepted clashes existing in the drawing is the responsibility of the subcontractor to field coordinate with no cost or takes no responsibility for any and al missed clashes, access issues, constructability oncerns or collisions remaining responsibility of the subcontractor to layout in the field without impacting the coordinated systems regardless of the installation existing to remain systems. VDCPROJECT:TITLE:COORDINATOR:MEP MANAGER: DATE: SCALE: DWG NO:LIGHTELECTRICALPLUMBINGFIREMECHANICALDUCTWORKTRADEPIPEPROTECTION COMPANY PROJECT COORDINATOR DATE DATEPROJECT FOREMAN REFERENCE DRAWINGCOLOR CODE 1/4" = 03/30/20211'-0"OGTL BROCKTON -DUA THIRD FLOOR -MEP/FP COMPOSITE B-103 HAROLD BROS NB HAROLDLAVANGIELAVANGIEJOHNSONKENNEYCONTROLSELECELECBROS DUA_BROCK_L3_HPIPE_2021 03 19 DUA_BROCK_L3_PLUMB_2021 03 19 DUA_BROCK_L3_FP_2021 03 30 DUA_BROCK_L3_ELEC_2021 03 23 DUA_BROCK_L3_DUCT_2021 03 18 DUA_BROCK_L3_ELEC_2021 03 23
Advancing Timber 2022-09-12 COORDINATION - B. Preconstruction Phase Fire Department Connection Piping Coordination 2 4 CBE 3 1.2 STAIR B SB-1 17'-1" 2.5 A.4 COPY/ STORAGE 107 LINEAR ACOUSTIC BAFFLES SPACED TO ACCOMMODATE BUILDING SYSTEMS (13) 10'X1'X2" @ APPROX 14" O.C. FLEX MTG FLEX MTG DUA STORAGE 123B CONFERENCE 122 RECEPTION 103 WORK AREA 104 RVW EXAMNR 9' -0" RVWRVWEXAMNREXMNR 120 RESTRM 121 WORK SPACE 143 13' -0" 8' -0" 8' -6"9' -0" 8' -0" 9' -0" EGRESS 125 ELEV. LOUNGE 108 A A4205 12' -6"9' -0" @24 4'X1'X2" JC 154 ELEVATOR EL-1 VSTBL 140 9'-0" 12' -11" 13'-2" 13'-2"13'-2"13'-2"13'-2" 17'-1" EGRESS VSTBL 125A 9'-0" A3322 12' -6" RVW EXAMNR OFFICE 1 144 KITCHEN 146 IT 145B LAPTOP ST 145A GALLERY 142 OFFICE 2 150 RESTRM 148 RESTRM 149 COLLABORATION 153 JC 123A RESTRM 151 RESTRM 152 9' -0" 9' -0" 7' -10" 8' -0" 8' -0" WS-1 WS-1 WS-1 WS-1 WS-1 WS-217'-1"17'-1"17'-1"17'-1"17'-1"17'-1"8' -0" EQ EQ WS-2 VSTBL 113 FIRE PUMP 124 RECEPTION CORRIDOR 103A 8' -6" 1 EQEQ 1' - 5" 20' - 0"EQEQ2EQ2EQ EQ4' - 0"EQ4' - 0"EQ4' - 0" EQ10"-6' EQEQEQEQEQEQEQEQ6'-10"6'-10"6'-10"6'-10" RATED CEILING 8' - 0" EQ 8' - 0" EQ 8' - 0" EQ2EQ2 EQEQEQEQ8'-2"8'-2"4'-8"3'-6"4'-8" A4204 10' -0" 7"-4' EQEQ13'-3" 1/8"6-4'4"-9'1' EQ 2"-1' EQ2 4"-2' EQ2 2"-1'EQ EQ 10' - 0" EQ EQ 8' - 0" 1' - 4" 8' - 0" EQ 8"-4'4' - 1" 24' - 0" 4' - 3 5/8" HPL PHENOLIC PANELS W/ RECESSED LINEAR LIGHTS @ ENTRANCE CEILING EXPOSED CROSS LAMINATED TIMBER DECK, TYP EQ 6' - 0" 1' - 4" D 6' - 0" EQ 9'-10" EQ EQ 0"-4'0"-4' 9' -9" EQEQ5'-10"5'-10" 1' - 6" 11"-1' EQ EQ EQ EQ EQEQ EQEQEQ EQ 6"-1' EQEQEQEQEQ0"-3'3'-0"EQ EQ EQEQEQEQ EQEQ2EQ2EQ EQ EQ2' - 6" EQEQ 3' - 4"2' 0" EQ EQ EQEQ P P F EQEQ EQ 6' - 0" EQ EQ 4' - 0" EQEQ EQEQ EQ EQ CHILLED BEAMS ABOVE BAFFLES EQEQ EQ 8' - 0" 8' - 0" EQ 6"-4' EQ 4' - 4" 4' - 4" EQEQEQ 11' - 7" 9' - 4" 1/4"1-4'1"-4' A4206 ACOUSTIC CEILING CLOUD ACOUSTIC CEILING CLOUD N T N -PROJECT T -TRUE 3.2.1.2.33°BUILDINGFORDETAILSSPRINKLERETC.REFERREFERTOFOREQUIPMENT/DEVICEEXPOSEDA.METALFLOORSPAINTEDB.CROSSFLOORSBUILDINGRCPGENERAL
Advancing Timber 2022-09-12 DN UP 2 4 B B C C E E F F 201 205 219 SB-2 3 202 203 2.5 SA-2 204 A.4 A.4 211 212 218 217 215 214 208 209 222A 206 220C 222B 210 213A EL-2 220A F.5 F.5 223 G G A A 213B 220B 1 D D 2161'-4"0'-113/4" COORDINATION - B. Preconstruction Phase FTR Piping Coordination 1.2 EVEL 3 0 E O S EVEL 2 & P ER LEVEL 3 1 2 E O S BRICK TIE 6" ALUM. CURTAINWALL MULLION, DARK BRONZE 8702875385 GLAZED BRICK JAMB DQEEQCENTERLINE OF PIER VARES " SOLID SURFACE CONT. WATERFALL SILL, SSRF1 W/ EASED EDGE WALL MOUNTED FTR REFER TO MEP MASONRYDWGSPIER TO COLUMN CL VARIES AT WEST FACADE, SEE PLAN GLU LAM COLUMN, SEE STRUCTURAL DWGS WALL MOUNTED FTR REFER TO MEP SOLIDDWGSSURFACE CONT. WATERFALL SILL, SSRF1 W/ EASED EDGE 6" ALUM. CURTAINWALL MULLION, DARKSTONEBRONZESILL 51 STONE SILL M N 3 2 011088 2" RIGID INSULATION 1/2" EXTERIORSHEATHINGGYPSUM STRAP HANGER KNIFE PLATE, 2' O.C. CUSTOM RA 01B AT 3RD FLOOR AT BRICK PIER E & ELEVATIONW 6" CFMF 8"PTDCFMFGWB WEEP BOX, 24" O.C. SBSBSB 2 SB 2 1" RIGID INSULATION 1" RIGID INSULATION 1 END DAM TWF DRIP EDGE BELOW 1.2 S AB EDGE 1 8702385 GLAZED BRICK JAMB BRICK TIE PULLED BRICK SPANDRELAT CUSTOM RA 01 AT 2ND FLOOR BRICK PIER E & ELEVATIONW STRAP HANGER KNIFE PLATE, 2' O.C. 2 D0110QEEQCENTERLINE OF PIER 88 WALL MOUNTED FTR REFER TO MEP DWGS GLAZED BRICK SPANDREL GLU LAM COLUMN, SEE STRUCTURAL DWGS WALL ASSEMBLY TYPE EW-2 WALL ASSEMBLY TYPE EW-1 PTD GWB 6" CFMF 8" CFMF 1/2" EXTERIORSHEATHINGGYPSUM 2" RIGID INSULATION M N TYP 3 1 " 33 WALL ASSEMBLY TYPE EW-2 VARESMASONRY PIER TO COLUMN CL VARIES AT WEST FACADE, SEE PLAN RA 08 SPANDREL AT SPANDRELSPANDRELWEST4X3.5RABELOW STRAP HANGER KNIFE PLATE, 2' O.C. 1 875 SB 3 SB 2 SB SB 3END DAM CONCEALED FTR PIPING, TYP 4 2' 0" D WALL MOUNTED FTR REFER TO MEP DWGS PTD GWB GLU LAM COLUMN, SEE STRUCTURAL DWGS SLAB EDGE 1' 6" NOTE: FOR TYPICAL AVB AND FLASHING ASSEMBLIES REFER TO SHEET A325 Jones Architecture, INC 10 Derby Square Salem, MA Secretariat:BuildingSiteProjectProjectwww.jonesarch.com978.744.520001970ArchitectConsultantNumber:DES05Number:707DUA1801ExecutiveOfficeof Labor and Workforce Development CAMIS Number: N/A Original Issue DateProfessionalDrawingPlanRevisionsNameNumber:Seal 03-06-2020 TYP. EXT. PLAN DTLS E&WA322SCALE: 1 1/2" = 1' 0"A3221 TYP. FLR PLAN DTL @ COL CURTAINWALL JAMBS, E&W SCALE: 1 1/2" = 1' 0"A3222 DETAIL AT SPANDREL BRICK AT SECOND FLRDTL BELOW CURTAINWALL No. Description Date SCALE: 1 1/2" = 1' 0"A3224 PLAN DETAIL AT W. BREAK POINT, BELOW CW SCALE: 1 1/2" = 1' 0"A3225 PLAN DETAIL AT W. BREAK POINT AT CW 0'-1/2" 0'-1"0'-1" FUR OUT WALL TO 54" AFF. 1/2" SPACE FROM INSTALLED BOTTOM TRACK, 5/8" STUD, 5/8" DRYWALL 1" IN FROM WINDOW RELOCATEOPENINGVALVEPIPING INTO FURRED SPACE TO ALLOW FOR ADEQUATE INSUALTION ON OUTBOARD SIDE PIPE EXPOSED BREIFLY BETWEEN FURRED OUT WALL AND UNIT 0'-3 1/2" (2) MAINS PULLED TIGHTER TO COLUMNFACEOF DRYWALL ABOVE FURRED OUT AREA, BOX OUT BEHIND COLUMN AT RISER LOCATIONS2021-05-14 FTR piping key: Existing piping install Relocated piping tighter to column Insulation 4" rockwool Drywall above box out 0'-1/2"0'-1/2" INSTALL BRANCH PIPING AS CLOSE TO COLUMN AS POSSIBLE TO GET MAX INSUALTIONS IN ACCESS PANEL FOR VALVES, VENT LOCATED ABOVE
Advancing Timber 2022-09-12 COORDINATION - C. Construction Phase FTR Piping Coordination 1.2 (LEVEL 3 10" E O S LEVEL 2 & P ER LEVEL 3) 1 2" E O S BRICK TIE 6" ALUM. CURTAINWALL MULLION, DARK BRONZE /702/758"3/858" GLAZED BRICK JAMB DQEEQCENTERLINE OF PIER VARIES 5"1" SOLID SURFACE CONT. WATERFALL SILL, SSRF1 W/ EASED EDGE WALL MOUNTED FTR REFER TO MEP MASONRYDWGSPIER TO COLUMN CL VARIES AT WEST FACADE, SEE PLAN GLU LAM COLUMN, SEE STRUCTURAL DWGS WALL MOUNTED FTR REFER TO MEP SOLIDDWGSSURFACE CONT. WATERFALL SILL, SSRF1 W/ EASED EDGE 6" ALUM. CURTAINWALL MULLION, DARKSTONEBRONZESILL 5"1" STONE SILL M N 3 1 2" 01"108"8" 2" RIGID INSULATION 1/2" EXTERIORSHEATHINGGYPSUM STRAP HANGER KNIFE PLATE, 2' O.C. CUSTOM RA 01B AT 3RD FLOOR AT BRICK PIER E & ELEVATIONW 6" CFMF 8"PTDCFMFGWB WEEP BOX, 24" O.C. SB 1 SB 1 SB 2 SB 2 1" RIGID INSULATION 1" RIGID INSULATION 1" 11""END DAM TWF DRIP EDGE BELOW 1.2 D WALL MOUNTED FTR , REFER TO MEP DWGS GLU LAM COLUMN, SEE STRUCTURAL DWGS WALL ASSEMBLY TYPE EW-2 WALL ASSEMBLY TYPE EW-1 PTD GWB 6" CFMF 8" WALLCFMFASSEMBLY TYPE EW-2 VARIESMASONRY PIER TO COLUMN CL VARIES AT WEST FACADE, SEESTRAPPLANHANGER KNIFE PLATE, 2' CONCEALEDO.C. FTR PIPING, TYP NOTE: Jones Architecture, INC 10 Derby Square Salem, MA Secretariat:BuildingSiteProjectProjectwww.jonesarch.com978.744.520001970ArchitectConsultantNumber:DES05Number:707DUA1801ExecutiveOfficeof Labor and Workforce Development CAMIS Number: N/A Original Issue DateProfessionalDrawingPlanRevisionsNameNumber:Seal 03-06-2020 TYP. EXT. PLAN DTLS E&WA322SCALE: 1 1/2" = 1' 0"A3221 TYP. FLR PLAN DTL @ COL / CURTAINWALL JAMBS, E&WSECOND FLR No. Description Date 0'-1/2" 0'-1"0'-1" FUR OUT WALL TO 54" AFF. 1/2" SPACE FROM INSTALLED BOTTOM TRACK, 3 5/8" STUD, 5/8" DRYWALL 1" IN FROM WINDOW RELOCATEOPENINGVALVEPIPING INTO FURRED SPACE TO ALLOW FOR ADEQUATE INSUALTION ON OUTBOARD SIDE PIPE EXPOSED BREIFLY BETWEEN FURRED OUT WALL AND UNIT (2) MAINS PULLED TIGHTER TO COLUMNFACEOF DRYWALL ABOVE FURRED OUT AREA, BOX OUT BEHIND COLUMN AT RISER LOCATIONS2021-05-14 FTR piping key: Existing piping install Relocated piping tighter to column Insulation - 4" rockwool Drywall above box out 0'-1/2"0'-1/2" INSTALL BRANCH PIPING AS CLOSE TO COLUMN AS POSSIBLE TO GET MAX INSUALTIONS IN ACCESS PANEL FOR VALVES, VENT LOCATED ABOVE
·3" LOW PROFILE ACCESS FLOOR
Advancing Timber 2022-09-12 ASSEMBLYEXTERIORPARAPETEXISTINGBETWEEN6"2SHAREDNEWABUTTERWALL,TYPEEW-5 TREATED WOOD BLOCKING TERMINATION COMPRESSIBLEFLASHINGMEMBRANEBARTUBEBUNDLEDTOFILLBLOCK,FULLY GROUTED THERMA-FIBER AND FIRE AT EOS GAPS, TYP. TERMINATIONABUTTERS PARAPET BUILD MASONRY TOW) ABUTTERS CORNER,LEVELEXISTINGVARIESBRICKATSWSEEELEVATIONS T.O.T.O.S.MASONRY162'9"ROOF159'2" A 3/4" 11"-1' 6"-3' 6" GLAZED BRICK 8" CMU BLOCK, FULLY GROUTED ANCHOR BOLT STEEL PLATE BRICK TIE 1' - 6" 24OZ T ZCC COPING; SOLDERED AND HEMMED TRANSVERSE SEAM BEYOND @ 8'OC; EXPANSION JTS (SEALANT) @ 40'OC GALV & PTD STL FALL PROTECTION RAIL FACE BRICK, GRADE SW CRS)(105/8"2-2' CRS)SOLDIER(18"-0' CRS)(23/8"5-0' CRS)(38"-0' 5 PLY CROSS LAMINATED TIMBER TAPERED ROOF INSULATION, SLOPE 1/4" PER 12" 6X6 LEDGER ANGLE ANCHOR BOLT PTD GWB 4" SPRAY FOAM INSULATION 1/2" GAP 3 5/8" LGMF 1.5" FIBERGLASS CLIP 1.5" RIGID INSULATION 1/2" COVER BOARD 2" GLAZED BRICK 2" 3/4" PTD MTL WALL ASSEMBLY TYPE EW-5 ROOF ASEEMBLY RF-1 PLASTIC SHIMS AT RAILING, TYP. THERMA-FIBER AND FIRE SEALANT AT EOS GAPS, TYP. SB 1 SB 3 4 5/8" VARIABLE PERMEANCE ACRYLIC SHEET AIR AND VAPOR CONTROL MEMBRANE, ALL SEAMS AND FASTENERS TAPED 3 5/8" 3/4" 4 3/8" 7/8"33/8"31/2" 2" 1/2" 3/8" TURN UP STONE AT BRICK PIER, SEE ELEVATION Jones Architecture, INC 10 Derby Square Salem, MA DCAMMProjectProjectProjectProjectwww.jonesarch.com978.744.520001970ArchitectConsultantLocationNameProject Number BID DOCUMENTS 226 Main Street Brockton, MA DUA Brockton New EOL1801FacilityDC1 SCALE: 1 1/2" = 1' 0"A3212 PARAPET SECTION DTL AT SOUTH, EAST END COORDINATION - C. Construction Phase Roof AVB DAMPROOFINGINSULATION0.57"ONONALLWALLSBED, ·2" THK MINERAL WOOL SEMI-RIGID INSULATION BOARD WITH 2”EMBEDDED FIBERGLASS Z-FURRING CHANNELS ·ADHERED VAPOR-PERMEABLE AIR AND WATER BARRIER MEMBRANE 070001 ·7 5/8" CMU GROUTED SOLID 2HR WALL, PAINTED 040001 and 099000 EW-7 NOT USED EW-8 FCP-CLAD CFMF TERRACE WALLS (R-13 + R-7.5ci MIN)
·2" THK MINERAL WOOL SEMI-RIGID INSULATION BOARD WITH 2”EMBEDDED FIBERGLASS Z-FURRING CHANNELS
·7/8”GALV STEEL FURRING CHANNELS
·2 3/8"(NOM) LIGHT-WEIGHT CONCRETE TOPPING SLAB
·6" CFMF FILLED w/ 6" MINERAL WOOL BATT INSULATION
(SEE
·ADHERED VAPOR-PERMEABLE AIR AND WATER BARRIER MEMBRANE 070001
·5/16”THK HIGH-DENSITY FIBER CEMENT PANEL
·ADHERED VAPOR-PERMEABLE AIR AND WATER BARRIER MEMBRANE 070001
·1/2" EXTERIOR GYPSUM SHEATHING
·7/8”GALV STEEL FURRING CHANNELS
·4”-5”COMPOSITESPECIFIEDCONCRETE ON
FL-2TYPICAL FLOOR ASSEMBLY AT ELEVATED SOD
·6" CFMF w/ 6" MINERAL WOOL BATT INSULATION
·5/8" INTERIOR GWB, LEVEL 5 FINISH, PAINTED 090001
·2 3/8"(NOM) LIGHT-WEIGHT CONCRETE TOPPING SLAB
·FLOOR FINISH AS MTL DECK, THK STRUCT DRWGS)
·5/8" INTERIOR GWB, LEVEL 5 FINISH, PAINTED 090001
TOTAL
·5/8" (NOM) ACOUSTIC MAT
FL-1 TYPICAL FLOOR ASSEMBLY AT 5-PLY CLT AND ACCESS FLOORING
·5/16”THK HIGH-DENSITY FIBER CEMENT PANEL
·5/8" (NOM) ACOUSTIC MAT
·½”THK EXTERIOR GYPSUM SHEATHING
·FLOOR FINISH AS SPECIFIED
·FLOOR FINISH AS SPECIFIED
·5-PLY CLT (SEE STRUCTURAL DRWGS)
EW-9 FCP-CLAD CFMF EXTERIOR WALL AT ELEVATOR MACHINE ROOM (R-13 + R-7.5ci MIN)
FL-2ATYPICAL
FL-1A TYPICAL FLOOR ASSEMBLY AT 5-PLY CLT, NO ACCESS FLOORING
·5-PLY CLT (SEE STRUCTURAL DRWGS)
·2" THK MINERAL WOOL SEMI-RIGID INSULATION BOARD WITH 2”EMBEDDED FIBERGLASS Z-FURRING CHANNELS
FLOOR ASSEMBLY AT SOG, FIRST FLOOR ·FLOOR FINISH AS SPECIFIED ·6”REINFORCED CONCRETE (SEE STRUCTURAL DRWGS) 033001 ·10 MIL. POLYETHYLENE VAPOR BARRIER ·CRUSHED STONE AND COMPACTED EARTH PER SPECIFICATIONS FL-3 ROOF ASSEMBLY AT TERRACE, SECOND FLOOR ·2”THK CONCRETE PAVERS ON ADJUSTABLE PEDESTALS 070002 (TBV) ·80 MIL. FULLY-ADHERED PVC ROOF MEMBRANE, REFLECTIVE GRAY 070002 ·1/2" COVER BOARD 070002 ·TAPERED POLYISOCYANURATE INSULATION, MIN. 3" THK 070002 ·VAPOR RETARDER 070002 ·5-PLY CLT (SEE STRUCTURAL DRWGS) RF-1 TYPICAL ROOF ASSEMBLY (CLT) ·80 MIL. FULLY-ADHERED PVC ROOF MEMBRANE, REFLECTIVE GRAY 070002 ·1/2" COVER BOARD 070002 ·TAPERED POLYISOCYANURATE INSULATION, MIN. 3" 070002 ·VAPOR RETARDER 070002 ·5-PLY CLT (SEE STRUCTURAL DRWGS) RF-2 TYPICAL ROOF ASSEMBLY (CONCRETE & METAL DECK) ·80 MIL. FULLY-ADHERED PVC ROOF MEMBRANE, REFLECTIVE GRAY 070002 ·1/2" COVER BOARD 070002 ·TAPERED POLYISOCYANURATE INSULATION, MIN. 3" 070002 ·VAPOR RETARDER 070002 ·COMPOSITE DECK (SEE STRUCTURAL DRWGS) RF-3 TYPICAL ROOF ASSEMBLY (METAL DECK ONLY) ·FULLY ADHERED PVC ROOF MEMBRANE, 60 MIL, REFLECTIVE GRAY 070002 Jones Architecture, INC 10 Derby Square Salem, MA Secretariat:BuildingSiteProjectProjectwww.jonesarch.com978.744.520001970ArchitectConsultantNumber:DES05Number:707DUA1801ExecutiveOfficeof Labor and Workforce Development CAMIS Number: N/A Original Issue DateProfessionalRevisions Seal 03-06-2020 No. Description Date
Advancing Timber Conclusions2022-09-12 01 02 03 04 05
2. Research and Preparation. Early and willing engagement with mass timber representatives by both the design team and construction manager is critical for determining the correct approach to documentation and bidding.
CONCLUSION - Key Take-Aways
Advancing Timber 2022-09-12
1. Owner Involvement. Owner must recognize the added value of using cross laminated timber from both a sustainability and experiential standpoint, and be willing to incur the added costs of research, design, and procurement for a relatively new product to this market.
Advancing Timber 2022-09-12 CONCLUSION - Key Take-Aways S.O.DS.O.DCLTCLTCLTROOFLEVEL03LEVEL02LEVEL01 PARTNERLOWERLEVEL01SPACE MAINBELMONTSTREETSTREET S.O.DS.O.D S.O.G S.O.G N 3. Bid Packages. The early timber bid package provides the necessary hard bid and still allows installer to join into the design process before construction documents are completed 4. Coordination. Extensive coordination between design team and construction manager during design, and subcontractors post bid is critical to achieving the aesthetic goals inherent to the use of mass timber.
Advancing Timber 2022-09-12 CONCLUSION October 2020 January 2021 April December2021 2020
Advancing Timber 2022-09-12 CONCLUSION
