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Prepared for:
Division of Capital Asset Management and Maintenance
1 Ashburton Place 15th floor
Boston, MA 02108
1.617.727.4050
Prepared by:
Jones Architecture Inc.
10 Derby Square No. 3
Salem, MA 01970 1.978.744.5200
Under the criteria of:
United States Green Building Council 2101 L Street, NW, Suite 500 Washington, DC 20037 1.800.795.1747
Sustainable Design Case Study / 226 Main Street, Brockton MA 2
exploded axonometric CLT CLT S.O.D S.O.DCLT ROOF LEVEL03 LEVEL02 LEVEL01 LOWERLEVEL01 PARTNERSPACE BELMONTSTREET MAINSTREET S.O.D S.O.D S.O.G S.O.G N
How to use this book
This Case Study book describes the sustainable design features of this building and is intended to serve two distinct purposes.
1. Document design decisions made by the architect and engineers on behalf of the Commonwealth of Massachusetts, allowing this case study to serve as a tool for future design. The reader will understand how each decision was made to minimize the building's carbon footprint, decrease energy usage, or to otherwise improve the interior environment for building occupants. A total of seventeen features have been identified and described in this book, a brief introduction of the sustainable advantage of each feature is given along with a drawing indicating how this feature was implemented in the building.
2. The case study will also serve as a guide for an occupant to take a tour through the sustainable design features of the building. Floor plans of each level are provided with tags that point to locations of these features. At each of these locations there will be a placard mounted to the wall which will help the occupant identify the feature. Given the security requirements of the building and the current health concerns in the state it is unclear if educational tours in the future will be offered, or if they will be self-guided. In either case this case study book will be available if that option becomes available in the future.
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Sustainable Design Case Study / 226 Main Street, Brockton MA 2 Table of Contents 1. How to use this book 2. Table of Contents 3. Executive Summary 4. Sustainable Design Features 5. Level 1 Placard Plan 6. Level 2 Placard Plan 7. Level 3 Placard Plan 8. Access Floor 10. Chilled Beams 12. Daylighting 14. Exterior Lighting 16. Exterior Terrace 18. Facade Design 20. Flexible Workspace 22. Lighting Controls 24. Material Selection 26. Mechanical Design 28. Photovoltaic Array 30. Plumbing Design 32. Sound Baffles 34. Sound Masking 36. Stormwater Infiltration 38. Timber Structure 40. Energy Facts 41. LEED Scorecard PAGE
Executive Summary
From the onset of design the mandate for the new Department of Unemployment Assistance project was to develop a prototype for the future of office space in the Commonwealth. The focus was to be on occupant comfort, flexibility, and sustainability. This directive influenced every level of design from structure to systems to envelope, leading to the most efficient building possible within the prescribed budget. This case study book describes each of the major design decisions that were made in service of these goals and how they were implemented in this building.
The Commonwealth of Massachusetts has set forth the following sustainable requirements for all capital construction projects over 20,000sf, referred to as Mass LEED Plus.
• LEED Silver Project exceeds LEED Gold.
• Energy Performance 20% better than code per Executive Order 484. Energy model shows final design 44% better than code.
• 3rd Party Commissioning Building Systems Commissioning Agent and Envelope Commissioning Agent have done independent testing.
• Reduce Exterior Water by 50% No irrigation will be required due to the use of regional plants.
• Reduce Interior Water by 20% Fixture selections will result in a 34% potable water savings.
• Meet 1 of 4 Smart Growth criteria
Site is located in a dense urban area with immediate access to both the bus and commuter rail.
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Sustainable Design Features
Access Floor: Providing flexibility for the future.
Chilled Beams: Reducing energy usage.
Daylighting: Improving interior workspaces.
Exterior Lighting: Eliminating light pollution.
Exterior Terrace: Providing a place of respite.
Facade Design: Reducing heat gain and glare.
Flexible Workspace: Providing flexibility for the future.
Lighting Controls: Reducing energy usage.
Mechanical Design: Reducing energy usage.
MS Material Selection: Focusing on recycled content.
Plumbing Design: Reducing water usage.
Photovoltaic Array: Generating power on site.
Regional Plantings: Eliminating the need for irrigation.
Sound Baffles: Ensuring healthy noise levels.
Sound Masking: Keeping conversations private.
Stormwater Infiltration: Collecting rainwater on site.
Timber Structure: Reducing embodied energy.
Sustainable Design Case Study / 226 Main Street, Brockton MA 4
DL EL ET FD FW LC MD PD PV RP SB SM SI TS
AF CB
Level 1 Placard Plan
226 MAIN STREET SUSTAINABLE DESIGN FEATURES . FIRST FLOOR
5 WAITING 102 COPY/ STORAGE 107 STAIR A SA-1 STAIR B SB-1 VSTBL 101 ELEVATOR EL-1 RESTRM 106 RESTRM 105 RVW EXAMNR 110 RVW EXAMNR 111 RVW EXAMNR 112 RVW EXAMNR 116 DUA STORAGE 123B FLEX MTG 119 FLEX MTG 117 KITCHEN 115 CONFERENCE 122 RECEPTION 103 WORK AREA 104 ELEC 108B CLOSET 108A ELEV. LOUNGE 108 WORK SPACE 143 JC 154 EGRESS 125 RVW EXMNR 120 RVW EXAMNR 118 RESTRM 121 JC 123A EGRESS VSTBL 125A RVW EXAMNR 114 OFFICE 2 150 RESTRM 152 RESTRM 151 RESTRM 149 RESTRM 148 COLLABORATION 153 GALLERY 142 KITCHEN 146 LAPTOP ST 145A IT 145B OFFICE 1 144 RECEPTION 141 VSTBL 140 VSTBL 113 CORRIDOR 103A FIRE PUMP 124 CORRIDOR 109 FD MCC
TS CB SB LC MS PD EL SI RP PV FD TS CB SB LC MS FD TS CB SB LC MS PD FD TS CB FACADE DESIGN TIMBER STRUCTURE CHILLED BEAMS PD PLUMBING DESIGN PV PHOTOVOLTAIC ARRAY
DUA
Level 2 Placard Plan
226
Sustainable Design Case Study / 226 Main Street, Brockton MA 6
MEETING 203 DIRECTOR 202 DIRECTOR 201 STAIR A SA-2 MECHANICAL 206 EGRESS LADDER 223 ELEC 222B MENS REST RM 205 ELEVATOR EL-2 SEASONAL 204 SUPRVSR 208 RECYCLING 220A CORRIDOR 220C JC 222A BLDG MNGR OFFICE 221 MAIN TELECOMM ROOM 207 SUPRVSR 209 IT STORAGE 214 COPY/STORAGE 210 WOMENS REST RM 219 CORRIDOR 213 STORAGE 213A STORAGE 218 STORAGE 217 TRAINING 212 CONFERENCE 211 VENDING 213B BREAK ROOM 215 TERRACE 216 SUBSTAINABILITY INFOGRAPHIC, TIMBER FOCUS FD TS CB SB LC MS PD SM AF FW PD ET MD FD TS CB FACADE DESIGN TIMBER STRUCTURE CHILLED BEAMS SM SOUND MASKING AF ACCESS FLOOR
MAIN STREET SUSTAINABLE DESIGN FEATURES . LEVEL TWO
Level 3 Placard Plan
226 MAIN STREET SUSTAINABLE DESIGN FEATURES . LEVEL THREE
7 HUDDLE SPACE WEST 313B HUDDLE SPACE EAST 313A SUPERVISOR 308 SUPERVISOR 310 SUPERVISOR 306 SUPERVISOR 304 RECYCLE 302B CORRIDOR 302 SUPERVISOR 305 SUPERVISOR 307 DIRECTOR 309 KITCHENETTE 311D CORRIDOR 311A IDF ROOM 311C WOMENS REST RM 312 STAIR B SB-3 ELEC 302E JC 302D MENS REST RM 303 COPY/SUPPLY 302C CALL CENTER WEST 301A STAIR A SA-3 CALL CENTER EAST 301B RECYCLE 311B 6' - 0" 3" 6' 0"
FD TS CB FACADE DESIGN TIMBER STRUCTURE CHILLED BEAMS SM SOUND MASKING AF ACCESS FLOOR FD TS CB SB LC MS PD SM AF PD FD LC SM AF TS CB SB MS DL DL DL DAYLIGHTING
Stay
Access Floor
ELECTRICAL
A four inch deep low profile access flooring system is installed throughout the second and third floor of this building where the majority of occupants work. This system contains only power and data routing (HVAC systems are located overhead), and allows for easy relocation of workstations in the future if necessary. Flexibility of open work spaces is critical for the Commonwealth as they consider how this building can be used over its lifespan.
Sustainable Design Case Study / 226 Main Street, Brockton MA 8
102 107 SA-1 STAIR 101 RESTRM 105 112 RVW EXAMNR 117 115 RECEPTION 104 108A ELEV. LOUNGE JC RVW EXAMNR 121 125A 152 151 RESTRM RESTRM 153 LAPTOP ST VSTBL CORRIDOR FIRE PUMP CORRIDOR FD MCC DUA FD FD FD FACADE DESIGN MEETING SA-2 MECHANICAL MENS REST RM SEASONAL 208 220C 221 209 STORAGE 218 STORAGE TRAINING 211 TERRACE FD FD FACADE DESIGN 313B 313A 308 306 SUPERVISOR CORRIDOR KITCHENETTE CORRIDOR 312 SB-3 ELEC 302D 301A STAIR 301B RECYCLE FD FACADE DESIGN FD FD Below your feet is an access floor which is the main component of an overall adaptive reuse strategy, reducing waste generated by the project while streamlining the process of reconfiguration.
Flexible ELECTRICAL SUSTAINABILITY FEATURES ACCESS FLOOR PLACARD LEVEL ONE LEVEL TWO LEVEL THREE SUSTAINABILITY FEATURE FLOORING SHOP DRAWING LOCATE THIS FEATURE STANDARD COMPLETED UNIT DRAWING FLANK CAP CENTRAL CAP (OPTIONAL) 1'-8 UNIPANEL 1/4" 7/8" 7/8" CENTRAL CAP 1'-63/4" 5/8" EDGE TRIMMER 1/4" 57/8" STARTING CAP 1'-115/8" (OPTIONAL) EDGE RAIL 7/8" 5/8" FLANK CAP BASE CONNECTOR 37'-9 110'-2 10" 1'-2" FF FF FF FF FF 12'-6 6'-7 22' 18' -4" 14'-6 Dwg-02 2 TMullens 374 Crompton Street Office: 704-504-3020 Charlotte, NC 28273 Toll Free: 844-638-3566 Cable Management Access Floor Shop Drawings ECO 70 mm Low profile flooring. Field Verify all dimensions prior to installation ECO Series CA -700RSeries System Components Enlarged Third Floor Plan Scope of New Cable Management Floor 1 Vicky Hulland 10|16|2020 DUA Brockton New Facility 226 Main Street Brockton, MA Full Panel Setting Out Point Huddle Space West 313B Call Center West 301A Call Center East 301B Huddle Space East 313A 10|19|2020
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Chilled Beams
MECHANICAL
A chilled beam HVAC system uses much less energy than traditional systems. Significantly less air is used to cool the space because of the chilled beams' use of induction with the natural thermal properties of the room. This induction is created by pumping chilled water into every chilled beam in the building. Pumping water throughout a building inherently requires far less power than pushing air throughout a building and also results in a much quieter interior environment. The use of chilled beams in this building results in a 17% reduction in power over a traditional forced air system.
Sustainable Design Case Study / 226 Main Street, Brockton MA 10
SB-1 ELEVATOR 106 RVW EXAMNR 116 DUA STORAGE FLEX MTG 103 108 154 125 118 JC OFFICE 149 148 GALLERY 145B RECEPTION VSTBL 113 103A 124 MCC DUA CB CB CB CB CHILLED BEAMS 203 DIRECTOR DIRECTOR ELEC 205 ELEVATOR 204 JC ROOM 214 COPY/STORAGE CORRIDOR STORAGE 217 212 VENDING 216 CB CB CHILLED BEAMS SUPERVISOR 304 302 SUPERVISOR DIRECTOR 311D 311A IDF ROOM 302E MENS REST RM SA-3 311B CB CHILLED BEAMS CB CB The air delivery system you see above you is very low velocity, decreasing energy usage and increasing comfort by allowing cool air to naturally fall into the spaces rather than blowing it over occupants. Chill out HVAC SUSTAINABILITY FEATURES CHILLED BEAMS PLACARD LEVEL ONE LEVEL TWO LEVEL THREE SUSTAINABILITY FEATURE CHILLED BEAM PIPING AND DUCTING LOCATE THIS FEATURE VD VD VD VD VD VD VD VD VD VD VD VD VD VD FS VD VD VD VD VD VD VD VD VD VD VD H H MENS REST RM 303 WOMENS REST RM 312 STAIR B SB-3 SUPERVISOR 304 SUPERVISOR 306 SUPERVISOR 308 SUPERVISOR 310 DIRECTOR SUPERVISOR 307 SUPERVISOR 305 311A 302 RECYCLE 302B COPY/SUPPLY 302C ELEC 302E JC 302D HUDDLE SPACE WEST 313B ELEVATOR EL-3 CALL CENTER WEST 301A RECYCLE 311B IDF ROOM 311C CALL CENTER EAST 301B HUDDLE SPACE EAST 313A STOR. 311E KITCHENETTE 311D 18X14 SA DN CHB- -05 -CHB- -04 CHB- -04 CHB- -10 CHB- -10 --CHB- -02 CHB- -01 - - -CHB- -02 CHB- -03 -CHB- -07 --CHB- -07 -CHB- -07 -CHB- -07 -8ø -VAV- -01 VAV- -02 8ø 8ø 8ø 12x10 -VAV- -06 -VAV- -04 VAV- -11 10x10 10x10D-15014x12 - -07 CHB-A2-150-8ø 8ø 8ø 8ø 18x14 B-50-50 8x8 10x10 CHB- -09VAV- -11 6ø CHB- -02 -CHB- -03 -10ø 10ø 10x10 8ø 10x10 VAV- -05 8øVAV- -10 8ø 8ø 8x8 CHB- -08 CHB- -08 -CHB- -01 8ø-8x814X12 EA UP TO EFCPH2-02 8ø 8ø 8ø 2 4 3 2.5 B C E F F.6 A.4 D A.3 F.5 A 16x12 8ø AA-50 12x12 12x10 6ø AC- - -8x8 8ø 8øDS DS 6x6 -50 8x8 8x8 -50 12x10 8ø MENS REST RM 303 WOMENS REST RM 312 STAIR B SB-3 SUPERVISOR 304 SUPERVISOR 306 SUPERVISOR 308 SUPERVISOR 310 DIRECTOR SUPERVISOR 307 SUPERVISOR 305 311A 302 RECYCLE 302B COPY/SUPPLY 302C ELEC 302E JC 302D HUDDLE SPACE WEST 313B ELEVATOR EL-3 CALL CENTER WEST 301A RECYCLE 311B IDF ROOM 311C CALL CENTER EAST 301B HUDDLE SPACE EAST 313A STOR. 311E KITCHENETTE 311D FTR-B2FTR-B2FTR-B2 FTR-B23/4" HWS/R DN IN CHASE 3/4" HWS/R DN IN CHASE 3/4" HWS/R DN IN CHASE 1/4" HWS/R DN REF PIPING UP DN CHWS/R DN TO HWS/R DN 3/4" 3/4" 3/4" 1" 1" 1" 3/4" 3/4" 1" 3/4" 3/4" 1/4" 1/4" 1/4" 3/4" 3/4" 3/4" 3/4" 1/4" 1/4" 3/4" 3/4" 3/4" 3/4" 1/4" 1/4" 1/4" 3/4" 3/4" 3/4" 3/4" 1/2" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 1/4" 2" 1/2" 1/2" 1/2"1/2" 3" 1" 1" 1" 3/4" -CHB---CHB- -10 ---CHB- -02 CHB-- - -CHB- -02 CHB- -03 -CHB- -07 --CHB- -07 -CHB- -07 -CHB- -07 ---VAV- -02 --VAV- -07 VAV- -04 -VAV- -07 CHB- -09 -CHB- -09 VAV- -11 CHB- -02 -CHB- -03 -VAV- -05 --1" 1" 1" 1" 1" 1" CHB- -08 CHB- -08 CHB- -01 CP1/4" CD CD 1" CD 1" 1" CD 2 4 3 2.5 B C E F F.6 A.4 D A.3 F.5 A 1" 3/4" 3/4" 3/4" 1/4" CD 1" CD CD CD ACFTR-B2-- - -3/4" (17'-6")(13'-0") (13'-0") (13'-0") (19'-10") (19'-8") (13'-0") (13'-0") (13'-0") (13'-0") (19'-8") 1/2" 1" CD SERVES CHB- -01 & 02 SERVES CHB- -03 IN SERVES CHB- -06 07 SERVES CHB- -08 IN Jones Architecture, INC 10 Derby Square Salem, MA 01970 978.744.5200 www.jonesarch.com Project Architect Project Consultant Site Number: DES05 Building Number: 707DUA1801 Secretariat: Executive Office of Labor and Workforce Development CAMIS Number: N/A Original Issue Date Revisions Drawing Number: Project Location Project Name DCAMM Project Number BID DOCUMENTSservices integrated03-06-2020 HVAC LEVEL 3 PLAN H1-03 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC1 1/8" = 1'-0" HVAC-LEVEL HVAC DRAWING NOTES: ALL T-STATS IN ZONES SERVED BY CHILLED BEAMS SHALL 1/8" = 1'-0" HYDRONIC PIPING-LEVEL 3 Description 3/9/2020
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Shine Bright
ARCHITECTURAL
Out of the 150 full time occupants of this building over 100 of them regularly work on the third floor of this building which lends itself to the use of top lighting. In addition to large windows on the East and West facade, domed skylight units by Solatube are installed across the roof. This ensures that the majority of occupants have natural light during working hours, increasing productivity and greatly reducing the need for artificial lighting. Offices at the core of the building are lined with large windows and glass doors to allow as much daylight as possible to enter these spaces.
Image 3:
Sustainable Design Case Study / 226 Main Street, Brockton MA 12
Daylighting
HUDDLE SPACE WEST HUDDLE SPACE SUPERVISOR 310 RECYCLE 305 309 311C WOMENS REST RM STAIR JC 303 CALL CENTER EAST 226 MAIN STREET SUSTAINABLE DESIGN FEATURES LEVEL THREE DL DL DL DAYLIGHTING Increased access to daylight from solatubes and windows coupled with daylight responsive controls creates a healthier and more productive environment. Soaltube skylights above along with large exterior windows bring as much natural light as possible into these workspaces.
BUILDING SUSTAINABILITY FEATURES DAYLIGHTING PLACARD LEVEL THREE SUSTAINABILITY FEATURE DAYLIGHTING PLAN, DETAIL LOCATE THIS FEATURE
Green Engineer Sustainable Design Consulting www.greenengineer.com Image 3: Level 3 sDA analysis Table 1: Daylight Model Inputs Base Design Exterior Glazing VLT 0.68 Okalux As shown on drawings Solatubes Per design Interior Glazing VLT 0.82 Interior Wall Finish White GWB
The
Consulting
The Green Engineer Sustainable Design
www.greenengineer.com
Level
Table 1: Daylight Model Inputs Base Design Exterior Glazing VLT 0.68 Okalux As shown on drawings Solatubes Per design Interior Glazing VLT 0.82 Interior Wall Finish White GWB T.O.S. ROOF 159' - 2" MIN. INSULATED CURB DAYLIGHTING MANUFACTURER 4" MANUFACTURER ROOF ASSEMBLYDIFFUSER BY TUBULAR DAYLIGHTING MANUFACTURER STRUCTURAL DECK, REFER STRUCTURAL DRAWINGS RIGID INSULATION TOP TUBE ADAPTOR BY MANUFACTURER 5/8" CFMF ADHERED PVC ROOFING W/ BATT AIR VAPOR BARRIER TRANSITION OVERLAP (NON-PERMEABLE) E T.O.S. ROOF 159' - 2" INSULATED CURB DAYLIGHTING MANUFACTURER ROOF ASSEMBLY3" 90 DEGREE EXTENSION TUBE BY TUBULAR DAYLIGHTING STRAIGHT EXTENSION TUBE BY TUBULAR DAYLIGHTING MANUFACTURER BOTTOM TUBE ADAPTOR BY 1/2" COVER BOARD BATT INSULATION, FULL CAVITY (NON-PERMEABLE) E.3 ROUGH OPENING 8" CMU BLOCK, FCBP ALUMINUM AIR VAPOR TRANSITIONCURTAINWALL AND ADHERED VP-AWB ON SHEATHINGMULLION, DARK BRONZE 1/4" 1/2" SCALE: 1/2" = 1'-0" A352 4 TUBULAR DAYLIGHTING DEVICE TYPE #2 - DETAIL @ GWB CEILING, TYP. SCALE: 1 1/2" -0" 5 OFFSET TUBULAR DAYLIGHTING DEVICE (TYPE #2) DETAIL @ GWB CEILING
3 sDA analysis
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Turn it down
Exterior Lighting
ELECTRICAL
Exterior lighting has been designed and installed to prevent glare and light trespass over property lines. Existing city owned light poles are re-used, exterior lighting is kept to a minimum to provide safety around walkways and entrances but not to add to light pollution.
Sustainable Design Case Study / 226 Main Street, Brockton MA 14
102 107 SA-1 STAIR 101 RESTRM 105 112 RVW EXAMNR 117 115 RECEPTION 104 108A ELEV. LOUNGE JC RVW EXAMNR 121 125A 152 151 RESTRM RESTRM 153 LAPTOP ST VSTBL CORRIDOR FIRE PUMP CORRIDOR MCC DUA EL EL EXTERIOR LIGHTING Thoughtfully designed exterior lighting can reduce overall light output, saving energy, while simultaneously protecting the night sky from light pollution. Lighting the ground surface evenly helps make walking in the evening safe.
ELECTRICAL SUSTAINABILITY FEATURES EXTERIOR LIGHTING PLACARD LEVEL ONE SUSTAINABILITY FEATURE LIGHT FIXTURE DETAILS LOCATE THIS FEATURE OF HAND HOLE AND ACCESS DOOR SECTION B-B N.T.S. 11" DIA. BOLT CIRCLE 7" O.D. OF STEEL SHAFT 1/4" X 2" SLOT TO ACCOMMODATE A 1" DIA. ANCHOR BOLT (4 PLACES) STYLE: HEIGHT: BASE: MATERIAL: SHAFT: BASE: FINISH: SHAFT: BASE: ACCESS DOOR: GROUND PROVISIONS: ANCHOR BOLTS: BOLT PROJECTION: TENON: BASE CATALOG NO.: SHAFT CATALOG NO.: NORTHAMPTON STEEL 16' 20" DIAMETER 16 SHARP FLUTE, 201 STAINLESS STEEL (0.109" WALL) TO BE SUPPLIED BY MILLERBERND MFG. CO. TWO PIECE, (WRAP AROUND) HEAVY WALL CAST DUCTILE IRON PER A.S.T.M. A536-84 GRADE 65-45-12 (0.375" TYP. WALL) SEE ATTACHED MILLERBOND PAINT SPECIFICATIONS PRIME PAINT WITH SHERWIN WILLIAMS, EPOXY PRIMER AND POLYESTER MODIFIED ACRYLIC POLYURETHANE "ACROLON", TEXTURED BLACK TO MATCH MILLEREBOND SHAFT FINISH LOCATED IN BASE TO COINCIDE WITH HAND HOLE IN STEEL SHAFT SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS 1/4"-20 SQUARE NUT WELDED TO INSIDE WALL OF SHAFT OPPOSITE HAND HOLE FOR GROUND STUD (STUD BY OTHERS) (4) 1" X 30" + 4" HOOK (FULLY GALVANIZED WITH GALVANIZED NUTS AND 2 GALVANIZED WASHERS PER BOLT) 3" REQUIRED 4" DIA. 8" HIGH DWBNRT-20-DP-CB NSH6S-T10-7.0-16.00-TN4.00/8.00-FH-CB LAMP POST SPECIFICATIONS 16'-0" A A OF MAST ARM AND FLAG BRACKET GROUND STUD PROVISION 3'-0" 20" DIAMETER ACCESS DOOR CONTINUOUS WELD (2 PLACES) HOT DIP ANCHOR BOLTS (FULLY GALVANIZED) HAND HOLE BORE I.D. OF BASE AND CAULK TO ENSURE CLOSE FIT. CAULKING TO BE DONE IN FIELD BY CONTRACTOR. SECTION A-A 16 SHARP FLUTE 201 STAINLESS STEEL (0.109" WALL THICKNESS) 0.14" PER FT. TAPER N.T.S. 4" DIA. 8" HIGH TENON 3'-0 1/2" FROM BASE PLATE TO STOP FLUTING 1'-1" FROM BASE PLATE TO STOP FLUTING CAST ALUMINUM FLAG BRACKET MECHANICALLY ATTACHED TO SHAFT (TO BE FINISHED PAINTED TO MATCH WRAP AROUND BASE, SUPPLIED BY SPRING CITY) 12'-0" LETTERING DETAIL N.T.S. 1/2" 9/16" 9/16" 1/2" 9/16" 9/16" 5/8" 2" 5/8" 2" 1/16" REVISED BY: B.K.R. DATE: 04-06-2016 PROJECT HISTORY PER S.O. #: 016189 QTY ... 11 REQ'D A.B REQUIRED PER S.O. #: 016189 REVISED BY: Y.V. DATE: 01-19-2017 REVISED BY: Y.V. DATE: 06-05-2017 REVISED BY: Y.V. DATE: 12-14-2017 QTY REQ'D A.B REQUIRED PER S.O. #: 017336 REVISED BY: J.H.P. DATE: 10-17-2018 Submitted by Illuminate Job Name: DUA BROCKTON NEW FACILITY Architect: JONES ARCHITECTURE, INC (Salem) Engineer: ART ENGINEERING CORP (WORCESTER) Catalog Number: URBCAP-26/60L-136/3K7/UNV/5R/ NRNW/BLT Notes: Type: N4 ILL20-102084 © 2020 Beacon Products a division of Hubbell Lighting, Inc. Specifications subject to change without notice. 701 Millennium Blvd Greenville, SC 29607 Tel 864.678.1000 Website www.beaconproducts.com Page 1/4 Rev. 02/26/20 URBANSERIES-SPEC FEATURES Decorative transitional style lighting fixture series is suitable for walkway lighting and wall mounting Two unique shade and style options LED turtle-friendly option available Integral Surge and Thermal Protection URBAN SERIES URBAN LUMINAIRE DATE: LOCATION: TYPE: PROJECT: CONSTRUCTION The drivers shall be located in the top cast housing and shall be accessible without tools by hinging the lower shade assembly. The driver and all electrical components shall be on a tray The lower shade shall be made from a onepiece aluminum spinning The housing is designed for LED thermal management without the use of metallic screens, cages, or fans. The top casting shall be able to be pendent mounted in place with a stainless steel safety pin and then permanently held in place with four stainless steel bolts ELECTRICAL 100V through 277V, 50 Hz to 60 Hz (UNV), or 347V or 480V input Power factor is ≥0.90 at full load Dimming drivers are standard with connections for external dimming equipment available upon request Component-to-component wiring within the luminaire may carry no more than 80% of rated load and is listed by UL for use at 600VAC at 50°C or higher Plug disconnects are listed by UL for use at 600 VAC, 13A or higher. 13A rating applies to primary (AC) side only Fixture electrical compartment shall contain all LED driver components Button photocell available Ambient operating temperature -40°C to 40°C FINISH (CONTINUED) The finish meets the AAMA 605.2 performance specification which includes passing a 3000 hour salt spray test for corrosion resistance and resists cracking or loss of adhesion per ASTM D522 and resists surface impacts of up to 160 inch-pounds CERTIFICATIONS DesignLights Consortium (DLC) qualified, consult DLC website for more details: http:// www.designlights.org/QPL NRTL Certified, UL8750, UL 1598 and CSA22.2#250. 13-14 for wet locations IDA approved This product is approved by the Florida Fish and Wildlife Conservation Commission. Separate spec available at http://www. beaconproducts.com/products/urban WARRANTY 5 year warranty See HLI Standard Warranty for additional information SPECIFICATIONS ELECTRICAL (CONTINUED) Surge protection 20KA Lifeshield™ Circuit protects luminaire from excessive temperature. The device shall activate at a specific, factory-preset temperature, and progressively reduce power over a finite temperature range. A luminaire equipped with the device may be reliably operated in any ambient temperature up to 55ºC (131ºF). Operation shall be smooth and undetectable to the eye. Thermal circuit is designed to “fail on”, allowing the luminaire to revert to full power in the event of an interruption of its power supply, or faulty wiring connection to the drivers. The device shall be able to co-exist with other 0-10V control devices (occupancy sensors, external dimmers, etc.) CONTROLS Available with Energeni for optional set dimming, timed dimming with simple delay, or timed dimming based on time of night visit: www.beaconproducts.com/products/energeni Urban can be specified with SiteSync™ wireless control system for reduction in energy and maintenance cost while optimizing light quality 24/7. For more details, see ordering information or visit: www.hubbelllighting.com/products/sitesync/ FINISH IFS polyester powder-coat electrostatically applied and thermocured IFS finish consists of a five stage pretreatment regimen with a polymer primer sealer and top coated with a thermoset super TGIC polyester powder coat finish KEY DATA Lumen Range 3,300–11,600 Wattage Range 55–136 Efficacy Range (LPW) 61–87 CATALOG #: RELATED PRODUCTS Shown with SiteSync™ CONTROL TECHNOLOGY Matrix MAA Brighton La Jolla *3000K and warmer CCTs only Index Page STYLE: HEIGHT: BASE: MATERIAL: SHAFT: BASE: FINISH: SHAFT: BASE: ACCESS DOOR: GROUND PROVISIONS: ANCHOR BOLTS: BOLT PROJECTION: TENON: BASE CATALOG NO.: SHAFT CATALOG NO.: NORTHAMPTON STEEL 16' 20" DIAMETER 16 SHARP FLUTE, 201 STAINLESS STEEL (0.109" WALL) TO BE SUPPLIED BY MILLERBERND MFG. CO. TWO PIECE, (WRAP AROUND) HEAVY WALL CAST DUCTILE IRON PER A.S.T.M. A536-84 GRADE 65-45-12 (0.375" TYP. WALL) SEE ATTACHED MILLERBOND PAINT SPECIFICATIONS PRIME PAINT WITH SHERWIN WILLIAMS, EPOXY PRIMER AND POLYESTER MODIFIED ACRYLIC POLYURETHANE "ACROLON", TEXTURED BLACK TO MATCH MILLEREBOND SHAFT FINISH LOCATED IN BASE TO COINCIDE WITH HAND HOLE IN STEEL SHAFT SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS 1/4"-20 SQUARE NUT WELDED TO INSIDE WALL OF SHAFT OPPOSITE HAND HOLE FOR GROUND STUD (STUD BY OTHERS) (4) 1" X 30" + 4" HOOK (FULLY GALVANIZED WITH 2 GALVANIZED NUTS AND GALVANIZED WASHERS PER BOLT) 3" REQUIRED 4" DIA. X 8" HIGH DWBNRT-20-DP-CB NSH6S-T10-7.0-16.00-TN4.00/8.00-FH-CB LAMP POST SPECIFICATIONS A A ℄ 4" DIA. X 8" HIGH TENON CAST ALUMINUM FLAG BRACKET MECHANICALLY ATTACHED TO SHAFT (TO BE FINISHED PAINTED TO MATCH WRAP AROUND BASE, SUPPLIED BY SPRING CITY) LETTERING DETAIL N.T.S. 1/2" 9/16" 9/16" 1/2" 9/16" 9/16" 3 5/8" 2" 3 5/8" 2" 1/16"
15
Go Outside
Exterior Terrace
ARCHITECTURAL
A covered terrace is provided to give the building's occupants a space to congregate and enjoy the outside during the day. 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.
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202 201 STAIR 222B EL-2 SUPRVSR RECYCLING CORRIDOR 222A BLDG MNGR OFFICE 207 SUPRVSR 213 213A STORAGE CONFERENCE 213B 215 ET ET EXTERIOR TERRACE We all have an innate instinct to connect with nature. An outdoor place of respite can reduce mental fatigue and establish a connection to the natural world. This terrace is located on the East side of the building where one can enjoy the early day sun away from the noise of Main Street.
BUILDING SUSTAINABILITY FEATURES EXTERIOR TERRACE PLACARD LEVEL TWO SUSTAINABILITY FEATURE TERRACE DETAILS LOCATE THIS FEATURE 4 B A301 3 A311 A.4 A340 6 A A340 A340 A341 A341 A341 EQ EQ EQ EQ EQ TERRACE BREAK ROOM 215 215X TYP. +5.5" FULL PAVER LAYOUT START POINT (CONT. PAVERS NORTH AND WEST WALLS) 3/4" 19' 10" R.O. 3' 1/4" 4 A 2" 0" 5/8" CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 3" PTD STEEL METAL RAILING DIRECT ATTACH TO PLYWOOD SHEATHING HORIZONTAL FURRING CHANNEL 5" 5/8" 1" EQ EQ 1" SBSB3 A PLANK SUPPORT AT INSULATION CMU BLOCK, FULLY GROUTED 5/8" CFMF CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING POURED PAN STAIR, TYP, WITH RUBBER TREADS AND LANDINGS PTD GWB 7/8" FURRING (GALV) CHANNEL WALL ASSEMBLY TYPE EW-8WATER BARRIER MEMBRANE (AWB)MEMBRANE, ALL SEAMS AND FASTENERS TAPED 4 B 5/8" 3/8" 5/8" GALV PTD STL METAL RAIL 1/2" EXTERIOR GYP SHEATHING STONE SILL @ FLOOR ALIGN SLAB EDGE 1' 2" GLAZED BRICK JAMB 6" ALUM. CURTAINWALL MULLION, BRICK TIE BOARD PLANK 5"X6', 1/3 RUNNING BOND WALL ASSEMBLY TYPE EW-8A VERTICAL ORIENTATION AT N/S 0" STRAP HANGER KP05 AT TYPSBSBSEE SHEET A322 FOR SPECIAL BRICKS LEVEL 2 132' - 6" 3 A CEMENT BOARD PLANK EQ EQ EQ EQ EQ MAX. MAX. LEVEL 132' - 6" 4 3 GLAZED BRICK JAMB A341 CEMENT BOARD PANEL A341 CUSTOM CUT FIBER CEMENT BOARD PANEL 6" ALUM. CURTAINWALL MULLION, BOARD PLANK 5"X6', 1/3 RUNNING BOND SIM EXPOSED FASTENERS @ CENTER OF PLANKS LEVEL 132' - 6" 4 3 W23 GLAZED BRICK RETURN 4 B 3 A.4 A A321 5" TYP. CUSTOM CUT FIBER CEMENT BOARD PLANK 5"X6', 1/3 RUNNING LIGHT FIXTURE CHANNEL MOUNTED FLUSH WITH CEMENT METAL SILL ALIGNED W/ CEILING 9'-3" FURRING CHANNELS ABOVE, 3/4" 1/4" 3/8" STL FLAT STOCK RAIL POST STONE SILL RAILING ABOVE 3/8" Jones Architecture, INC 10 Derby Square Salem, MA 01970 978.744.5200 www.jonesarch.com Project Architect Project Consultant Site Number: DES05 Building Number: 707DUA1801 Secretariat: Executive Office of Labor and Workforce Development Plan Name Drawing Number: Project Location Project Name DCAMM Project Number BID DOCUMENTS 03-06-2020 TERRACE DETAILS 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC1 SCALE: 1/2" 1'-0" 10 SE CORNER @ TERRACE PLAN DTL SCALE: 1/2" 1'-0" 11 TERRACE PLAN DTL @ NE CORNER SCALE: 1/4" -0" A340 7 TERRACE EAST ELEVATION SCALE: 1/4" -0" A340 8 TERRACE SOUTH ELEVATION SCALE: 1/4" -0" 6 TERRACE WEST ELEVATION SCALE: 1/4" -0" A340 4 TERRACE NORTH ELEVATION SCALE: 3/4" -0" 2 STONE JOINTS AT TERRACE SCALE: 3" 1'-0" A340 3 DETAIL AT TERRACE STONE JOINT SEE SHEET A322 FOR
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Facade Design
ARCHITECTURAL
A wood grille system known as Okawood is inserted into the insulated glass units over fifty percent of the glazed facade. The East and West facades of this building are heavily glazed to increase natural light and view, however sun studies show that this results in large quantities of solar penetration during the early morning and late afternoon hours. The wood grille results in a reduction in 27% heat gain, greatly reducing the amount of energy required to cool the building. In combination with automated roller shades the wood grille also provides significant glare reduction in workspaces where occupants are using computers. The Okawood product also complements the building's exposed timber structure.
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WAITING COPY/ STORAGE STAIR EL-1 RESTRM 110 RVW EXAMNR 123B FLEX MTG KITCHEN CONFERENCE WORK AREA ELEC CLOSET 143 RVW EXMNR RESTRM 123A EGRESS VSTBL 114 150 RESTRM RESTRM 142 146 OFFICE 141 140 FD MCC DUA FD FD FD FACADE DESIGN 202 201 STAIR 222B EL-2 SUPRVSR RECYCLING CORRIDOR 222A BLDG MNGR OFFICE 207 SUPRVSR 213 213A STORAGE CONFERENCE 213B 215 FD FD FACADE DESIGN HUDDLE SPACE WEST HUDDLE SPACE SUPERVISOR 310 RECYCLE 305 309 311C WOMENS REST RM STAIR JC 303 CALL CENTER EAST FD FACADE DESIGN FD FD PLACARD LEVEL ONE LEVEL TWO LEVEL THREE SUSTAINABILITY FEATURE WINDOW TYPES, WALL SECTIONS LOCATE THIS FEATURE - --7A @ -- - @7/8" FRIT 7/8" FRIT 1/2" 12' 3/8" 1/2" XGL-1 XGL-1 XGL-1 ** -1/2" 12' 5/16" 1/2" XGL-1 -10' 3/8" M.O. XGL-1 LEVEL 132'LEVEL 145' - 10"LEVEL 132' - 6" LEVEL 145' - 10"VENTS, CENTERED ON LEVEL 132' - 6" LEVEL 145' - 10"XGL-3XGL-3 XGL-3-XGL-1 XGL-1 LEVEL 118'1/2" 1/2" LEVEL 118' - 6"-3A CURTAIN WALL, FINISH TO MATCH CW CERAMIC FRIT PATTERN, CUSTOM 9 A701 SSG MULLION MULLION SNAP CAP (FULLYIGU LOW- COATING XGL-SAME XGL- TEMPERED BOTH PANELS XGL--OUTER PANE: 1/8" GLASS, CLEAR PVB-STRIPE, 1/4" HORIZ GAP APPLIED TO NO. SURFACE1/8" HORIZ GAP 1/2" 8" 1/2" LEVEL 132' - 6" -1/2" 19' 1/2" 3A XGL-1 XGL-1 XGL-1 XGL-1 1/4"XGL-1 XGL-1 XGL-1 XGL-1 XGL-5 XGL-5 XGL-5 XGL-5LEVEL 0.75 118' - 3" 10' 3/4" M.O. T.O.S. ROOF 159' - 2" 1/4" GAP, TYP. Jones Architecture, INC 10 Derby Square Salem, MA 01970 Site Number: DES05 Building Number: 707DUA1801 Secretariat: Executive Office of Labor Original Issue Date Project Name DCAMM Project Number BID DOCUMENTS 03-06-2020 EXTERIOR WINDOW TYPES A700 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC1W4/W4AW6W3W2W812 W1011 W11 SCALE: 1/4" - A700 W15 - A700 W14 - A700 W13 - A700 W12W910 W9A18 W1817 W1720 W2019 W1921 W2122 W22 - A700 W23W7W5W1 - A700 W24LEVEL 145' - 10"LEVEL 0.5 114' - 7"LEVEL 0.75 118' - 3"A EXPANSION JOINT118' - 6"LEVEL 145' - 10"LEVEL 0.5 114' - 7"118' - 3"-BASEMENT WALLS (TYPICAL)LEVEL 145' - 10"LEVEL 0.5 114' - 7" 1.2118' - 3" A320--LEVEL 145' - 10"LEVEL 0.5 114' - 7"-A(14 CRS) 3/8" SILL 3/8" 1/4" (42 CRS) 3" M.O. 10 5/8" SILL CRS) 16' (21 CRS) EW-5 EW-5 CMU CRS) 5/8" 17' 3/8" TYPICAL ASSEMBLIES NFPA 285-COMPLIANT MASONRY-VENEER CAVITY WALL (R-13 R-7.5ci MIN) ·1 1/2" AIR SPACE (MIN) ·5/8" INTERIOR GWB, LEVEL FINISH, PAINTED NFPA 285-COMPLIANT MASONRY-VENEER CAVITY WALL (R-13 R-7.5ci MIN) NFPA 285-COMPLIANT MASONRY-VENEER CAVITY WALL (R-13 R-7.5ci MIN) ·MECHANICALLY FASTENED VARIABLE-PERMEANCE ACRYLIC ·1 1/2" AIR SPACE (MIN) ·1/2" GAP EW-5A TYPICAL EXTERIOR CMU WALL AT SOUTH ABUTTING WALL, NO BRICK VENEER (R-11.4.ci) 040001 ·5/8" INTERIOR GWB, LEVEL FINISH, PAINTED ·7 5/8" CMU GROUTED SOLID 2HR WALL, PAINTED ·5/16”THK HIGH-DENSITY FIBER CEMENT PANEL ·5/16”THK HIGH-DENSITY FIBER CEMENT PANEL ·½”THK EXTERIOR GYPSUM SHEATHING FL-1 TYPICAL FLOOR ASSEMBLY AT 5-PLY CLT AND ACCESS FLOORING ·2 3/8"(NOM) LIGHT-WEIGHT CONCRETE TOPPING SLAB ·5-PLY CLT (SEE STRUCTURAL DRWGS) ·5/8" (NOM) ACOUSTIC MAT ·4”-5”COMPOSITE CONCRETE ON MTL DECK, TOTAL THK (SE STRUCT DRWGS) ·6”REINFORCED CONCRETE (SEE STRUCTURAL DRWGS) 070002 (TBV) ·TAPERED POLYISOCYANURATE INSULATION, MIN. 3" THK ·80 MIL. FULLY-ADHERED PVC ROOF MEMBRANE, REFLECTIV ·COMPOSITE DECK (SEE STRUCTURAL DRWGS) ·TAPERED POLYISOCYANURATE INSULATION, MIN. 3" ·3”METAL DECK, (SEE STRUCTURAL DRWGS) Jones Architecture, INC Building Number: 707DUA1801 and Workforce Development Project Name DCAMM Project Number BID DOCUMENTS 03-06-2020 WALL SECTIONS WEST & SOUTH A310 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC13 TYPICAL WALL SECTION, SOUTH1 WALL SECTION AT NORTH WEST ENTRYTYPICAL WALL SECTION, WESTWALL SECTION, SOUTH @ BRICKDELEGATED DESIGN
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Flexible Workspace
ARCHITECTURAL
This large workspace at the second floor is intended to be utilized as two separate meeting rooms. The installation of a folding wall and floor boxes throughout allows this space to be used in several different ways however, depending on the current programming, greatly reducing the need for future renovation.
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202 201 STAIR 222B EL-2 SUPRVSR RECYCLING CORRIDOR 222A BLDG MNGR OFFICE 207 SUPRVSR 213 213A STORAGE CONFERENCE 213B 215 FW FW FLEXIBLE WORKSPACE The movable wall in this space allows adaptation to meet the needs of the user today and in the future. The dynamic space will serve multiple roles, remaining useful for years to come. Multipurpose BUILDING SUSTAINABILITY FEATURES FLEXIBLE WORKSPACE PLACARD LEVEL TWO SUSTAINABILITY FEATURE OPERABLE PARTITION DETAILS LOCATE THIS FEATURE ALIGN B HANGER BRACKET (2) LAYERS OF GWB, AS SPECIFIED BY MANUFACTURER GLU-LAM BEAM, REFER TO STRUCTURAL DWGS FILL SOFFIT WITH ACOUSTIC INSULATION AUTOMATIC BOTTOM SEAL HANGER RODS STEEL TRACK VINYL TOP SEAL 10 3/8" FINISHED FLOOR AS SCHEDULED FINISHED CEILING AT BEAM ONLY COMPONENTS BY MANUFACTURER B CAULKING BETWEEN JAMB AND WALL EXPANDABLE PANEL NOSE WRAPPED WITH MATERIAL JAMB WRAPPED WITH MATERIAL FASTENED INTO BLOCKING BLOCKING PROVIDED AS NEEDED PTD GWB WALL, REFER TO PLANS FOR WALL TYPE B 1.2 JAMB WRAPPED WITH MATERIAL FASTENED TO FACE OF COLUMN CAULKING BETWEEN COLUMN AND JAMB BEAM ABOVE GLU-LAM CLMN, REFER TO STRUCTURAL DWGS BETWEEN EXTERIOR WALL AND FACE OF GLULAM COLUMN OPERABLE PARTITION INTERLOCKING WITH JAMB IN CLOSED POSITION TYP SHELF DIM 1' 0" INTERIOR WALL AND ADJUSTABLE SHELVES, PLAM PTD GWB ON LGMF, WALL TYPE PER PLAN WALL BASE PER SCHEDULE PTD GWB ON LGMF, WALL TYPE PER PLAN WALL TYPE VARIES, REFER TO PLANS REVEAL LGMF REVEAL ADJUSTABLE SHELVES, PROVIDE SHELVES PER UNIT EVENLY SPACED DAY ONE 0" 6' 0" 6" 2' 8" 1' 0" 1' 0" 1' 0" 1' 0" 1' 0" 1' 0" WALL BASE PER SCHEDULE PTD GWB, PAINT ADJUSTABLE SHELVES, ALL SIDES PLAM REVEAL A421 ALL SIDES 1' 6" 1' 4" 6" 6" 0" 1' 0" 0" 1' 0" 1' 0" 1' 0" 0" WALL BASE PER SCHEDULE ADJUSTABLE SHELVES, ALL SIDES PLAM F REVEAL PTD GWB, PAINT ALL SIDES A421 WALL BASE PER SCHEDULE 6' 0" EQ 0" 6" 1' 0" 0" 1' 0" 0" 1' 0" 0" EQ F REVEAL ADJUSTABLE SHELVES, ALL SIDES PLAM CENTER SUPPORT, PLAM ALL SIDES ALL SIDES 0" 0" 6' 0" 0" 1' 0" 0" 1' 0" 0" 1' 0" EQ EQ 6" ADJUSTABLE SHELVES, ALL SIDES PLAM WALL BASE PER SCHEDULE PTD GWB, PAINT F REVEAL ALL SIDES 0" 6' 0" 1' 0" 0" 1' 0" 0" 1' 0" 1' 0" 6" 1' 6" ADJUSTABLE SHELVES, ALL SIDES PLAM WALL BASE PER SCHEDULE PTD GWB, PAINT REVEAL ALL SIDES Jones Architecture, INC 10 Derby Square Salem, MA 01970 978.744.5200 www.jonesarch.com Project Architect Project Consultant Site Number: DES05 Building Number: 707DUA1801 Secretariat: Executive Office of Labor and Workforce Development CAMIS Number: N/A Original Issue Date Revisions Plan Name Drawing Number: Project Location Project Name DCAMM Project Number BID DOCUMENTS Professional Seal 03-06-2020 INTERIOR DETAILS A421 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC1 SCALE: 1/2" 1'-0" A421 1 INT OPERABLE PARTITION DETAIL SCALE: 3" 1'-0" A421 2 INT OPERABLE PARTITION JAMB DETAIL SCALE: 3" = 1'-0" A421 3 INT OPERABLE PARTITION JAMB DETAIL 2 SCALE: 1 1/2" 1'-0" A421 4 DETAIL @ BUILT-IN SHELVING SCALE: 3/4" 1'-0" A421 5 ROOM 204 EAST SHELF ELEVATION SCALE: 3/4" 1'-0" A421 7 ROOM 301 EAST SHELF ELEV 2 SCALE: 3/4" 1'-0" A421 8 ROOM 301B WEST SHELF ELEV 1 SCALE: 3/4" = 1'-0" A421 9 ROOM 301B WEST SHELF ELEV 2 SCALE: 3/4" = 1'-0" A421 6 ROOM 301 EAST SHELF ELEV 1 No. Description Date
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Bright Idea
Lighting Controls
ELECTRICAL
The building has an intelligent digital lighting controls platform featuring the most advanced technologies to meet the demand for greater functionality while helping to reduce energy consumption and energy code compliance.
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STAIR VSTBL 106 RVW EXAMNR 116 FLEX MTG 108 149 148 COLLABORATION 145A 145B VSTBL 113 103A 124 109 MCC DUA LC LC LC LC LIGHTING CONTROLS 203 DIRECTOR 206 ELEVATOR MAIN TELECOMM ROOM 214 COPY/STORAGE 217 216 LC LC LIGHTING CONTROLS EAST SUPERVISOR SUPERVISOR 302 SUPERVISOR COPY/SUPPLY CALL CENTER WEST SA-3 LC LIGHTING CONTROLS LC LC The light fixtures in this space have been designed with controls that allow for multiple scenes to meet the users' needs to promote productivity, comfort Vacancy sensors are installed to turn o when the space is unoccupied saving
ELECTRICAL SUSTAINABILITY FEATURES LIGHTING CONTROLS PLACARD LEVEL ONE LEVEL TWO LEVEL THREE SUSTAINABILITY FEATURE LIGHTING CONTROL RISER LOCATE THIS FEATURE
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Materials Matter
Material Selection
ARCHITECTURAL
Finish materials are often selected based on aesthetics and durability. For this project consideration was also given to products with high recycled content and minimal hazardous chemicals. Materials can be easily recycled when reaching the end of their life span and off gassing is kept to a minim. Specific materials were eliminated from consideration such as vinyl flooring, which was replaced by linoleum.
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202 201 STAIR 222B EL-2 SUPRVSR RECYCLING CORRIDOR 222A BLDG MNGR OFFICE 207 SUPRVSR 213 213A STORAGE CONFERENCE 213B 215 MS MS MATERIAL SLECTION Materials have been selected that have both a high recycled content and can be easily recycled at the end of their lifespan. The chemical content of materials was also considered to reduce o gassing and improve indoor air quality.
BUILDING SUSTAINABILITY FEATURES MATERIAL SELECTION PLACARD LEVEL TWO SUSTAINABILITY FEATURE WOOD MILLWORK DETAILS LOCATE THIS FEATURE WAITING 102 SOLID SURFACE COUNTER-TOP W/ WATERFALL EDGE SLIDE 103 103A WOOD WINDOW AND DOOR FRAME TO MATCH, EUROPEAN 18' 3/4"3/4" SOLID SURFACE W/ WATERFALL EDGE, ADHESIVE MTD TO PLYWOOD SUBSTRATE, ALIGN WITH WOOD SLATSCLEAR COAT WOOD BASE PTD GWB W/ GUIDE MOUNTED AT BOT OF COUNTERTOP, LOCK AT INTERSECTION OF GLASS PANELS REVEAL AT INTERSECTION OF COUNTRTOP/WD FRAME/WD BEAM 3" SPRUCE SPECIE SLATS SPACED 1/2" BACK-FASTENED TO WD VENEER PLYWOOD 2X6 WOOD FRAME WOOD SLATS BEYOND GLU-LAM BEAM, REFER TO STRUCTURAL DWGSFRAME TO MATCH, EUROPEAN CLEAR COAT WOOD BASE -LAM BEAM, REFER TO (2) 3/4" PLYWOOD SHEATHING DOOR, REFER TO SCHEDULE 3/4"X3/4" SOLID WD EUROPEAN SPRUCE SPECIE SLATS SPACED 1/2" BACK-FASTENED TO WD VENEER PLYWOOD PTD GWB LEVEL 118' - 6" A650 102FRAME TO MATCH, 1/2" BACK-FASTENED TO WD VENEER PLYWOOD TOP MTD GLASS SLIDING PANEL W/ GUIDE MOUNTED AT BOT OF COUNTERTOP, LOCK AT INTERSECTION OF GLASS PANELS SOLID SURFACE COUNTER-TOP W/ WATERFALL EDGE EQ EQ EUROPEAN SPRUCE TO MATCH SLATS, STRUCTURE A650 1/2" SOLID SURFACE COUNTER-TOP W/ WATERFALL EDGE 5/8" LGMF PLYWOOD SHEATHING PTD GWB 3/4"X3/4" SOLID WD EUROPEAN SPRUCE SPECIE SLATS SPACED 1/2" BACK-FASTENED TO WD VENEER PLYWOOD BATT INSULATION, FULL1/2" VERTICAL GAP AT EDGE OF WINDOW AND DOOR FRAMES FRAME, EUROPEAN SPECIES 7'-2" AFF 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2"3/4"X3/4" SOLID WD EUROPEAN1/2" VERTICAL GAP AT EDGE OF WINDOW AND DOOR FRAMES OF COUNTER 3/4"X3/4" SOLID WD EUROPEAN3/4" 3/4" 3/4" WD VENEER RECESSED WD SLATS FOR SIGNAGE, INSTALLED 60" AFF, 1/2" 1/2" Jones Architecture, INC 10 Derby Square Salem, MA 01970 978.744.5200 www.jonesarch.com Site Number: DES05 Building Number: 707DUA1801 and Workforce Development CAMIS Number: N/A Plan Name Project Name DCAMM Project Number BID DOCUMENTS 03-06-2020 WAITING RECEPTION CASEWORK A650 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC1 - A650 ROOM 102/103 PLAN DTL - A650 2 RECP DESK DTL AT WALL A650 ROOM 101 SOUTH WALL AXON SCALE: 1'-0" A650 RECP WALL DETAIL AT DOOR HEAD SCALE: 1/2" - A650 ROOM 101 SOUTH ELEV SCALE: 1'-0" A650 RECP WALL/COUNTER JAMB DTL, TYP - A650 7 RECP WALL WINDOW/DOOR FRAME CORNER DETAIL SCALE: 3" -0" A650 5 RECP WALL WINDOW/COUNTERTOP DETAIL SCALE: 3" -0" A650 9 RECP WALL WD SIGNAGE RECESS DETAIL STAIR VSTBL 106 RVW EXAMNR 116 FLEX MTG 108 149 148 COLLABORATION 145A 145B VSTBL 113 103A 124 109 MCC DUA MS MS MS MS MATERIAL SLECTION EAST SUPERVISOR SUPERVISOR 302 SUPERVISOR COPY/SUPPLY CALL CENTER WEST SA-3 MS MATERIAL SLECTION MS MS LEVEL ONE LEVEL THREE
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Mechanical Design
MECHANICAL
The air handling unit in this building is roughly 1/3 of the size of a typical unit for a building this size. This is achievable because of the chilled beam system, coupled with the radiant heat around the building perimeter. These two systems use water to heat and cool the building instead of air and allow the central air handling unit to be as small as possible while still ventilating the building with fresh air. In addition, there is an energy recovery wheel in the unit that takes air that would normally be sent out of the building and uses it to heat up or cool down fresh outside air that’s used to ventilate the building. These two factors make this air handling unit extremely energy efficient and uses significantly less energy than a typical unit for a building this size.
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202 201 STAIR 222B EL-2 SUPRVSR RECYCLING CORRIDOR 222A BLDG MNGR OFFICE 207 SUPRVSR 213 213A STORAGE CONFERENCE 213B 215 MD MD MECHANICAL DESIGN The building's primary Air Handling Unit has been right-sized for the space and was able to be reduced in size due to the collective energy conservations measures found throughout the building. It is 1/3 the size of a traditional unit used in a standard building of this size. Less is More HVAC SUSTAINABILITY FEATURES MECHANICAL DESIGN PLACARD LEVEL TWO SUSTAINABILITY FEATURE CHILLED BEAM PIPING AND DUCTING LOCATE THIS FEATURE M VD M VD VD VD VD MENS REST RM STAIR A SA-2 SUPRVSR 208 JC 222A MECHANICAL 206 ELEC 222B ELEVATOR EL-2 223 STORAGE 220B H2-01 -100 4" CHWR 4" CHWS HWS HWR HWS 6x6 20X16 SA UP 20X14 RA DN 4" CHWS/R UP DN 4" CHWS MIN. 50% FREE AREA BY G.C. REFER TO ARCHITECTURAL 2" HWS/R DN 40x20 (2) 6"Ø EXHAUST VENTS (7' - 4" ELEVATION). BIRDSCREEN. (2) 6"Ø AIR INTAKE DUCTS (1' - ELEVATION). TERMINATION SHALL ELBOW 90° DOWN W/ WITH BOILER MANUFACTURER GUIDELINES. BP-HWS (TOP) HWR (BOTTOM) 6ø 8ø 2 4 3 2.5 O E F F.6 F.5 A3-150CHWR 1/2" 1/2" 1/2" CHWS 1/2" CHWR 4" CHWR -CHWS CHWR -28x20 20x20--CHWP- CHWP- CHWP- CHWP4" CHWS1/2" 1"UH3/4"-75 6x6 3/4"-56" W 96" LOUVER WITH MIN. 50% FREE AREA BY G.C. -0 ø40x20 FD FD DSA10ø -400-3/4" DS DS DS FD VFCVFC- VFC- VFC- -VFC- VFCBVH-LEVEL 132' - 6" 4 3 2.5 O BVH-LEVEL 132' - 6" E F F.6 F.5 Jones Architecture, INC 10 Derby Square Salem, MA 01970 978.744.5200 www.jonesarch.com Project Architect Project Consultant Site Number: DES05 Building Number: 707DUA1801 Secretariat: Executive Office of Labor and Workforce Development CAMIS Number: N/A Original Issue Date Revisions Plan Name Drawing Number: Project Location Project Name DCAMM Project Number BID DOCUMENTSservices integrated03-06-2020 MECHANICAL ROOM PART PLAN H2-01 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC1 1/4" = 1'-0" MECHANICAL ROOM PART PLAN 2' 4" INTERIA BASE PAD. HOUSEKEEPING PAD SHALL EXCEED DIMENSIONS OF EQUIPMENT BY 4" ON ALL SIDES. 1/4" = 1'-0" MECHANICAL ROOM NORTH (FOR REFERENCE ONLY) 1/4" = 1'-0" MECHANICAL ROOM EAST MECHANICAL ROOM OVERALL ISOMETRIC PLAN (FOR REFERENCE ONLY) 21-18-041 3/9/2020
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Renewable Energy
Photovoltaic Array
ELECTRICAL
A 58KW photovoltaic array is mounted to the roof, providing power that is sold back to the utility to be part of the grid, offsetting the need for using fossil fuels. This is a ballasted system, meaning it is weighed down and can be relocated if necessary, and it is angled to the South to maximize solar gain.
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WAITING COPY/ STORAGE STAIR EL-1 RESTRM 110 RVW EXAMNR 123B FLEX MTG KITCHEN CONFERENCE WORK AREA ELEC CLOSET 143 RVW EXMNR RESTRM 123A EGRESS VSTBL 114 150 RESTRM RESTRM 142 146 OFFICE 141 140 MCC DUA PV PV PHOTOVOLTAIC ARRAY Onsite generation of clean electricity will reduce the demand on the existing utility infrastructure, while decreasing fossil fuel combustion and CO2 emissions. A photovoltaic array mounted to the roof will convert solar energy to power sold back to the grid.
BUILDING SUSTAINABILITY FEATURES PHOTOVOLTAIC ARRAY PLACARD LEVEL ONE SUSTAINABILITY FEATURE PV PLAN AND DETAILS LOCATE THIS FEATURE 1-1 1-2 2-1 3-1 3-2 4-1 4-2 2-2 42.080885, -71.019929 PROJECT INFORMATION GOPALA KRISHNAN VANITHA REVISION SYSTEM INFORMATION DC SYSTEM SIZE: 60.48kW AC SYSTEM SIZE: 57.60kW MODULES: 144 HANWHA QCELLS Q.PEAK DUO L-G6.2 420W INVERTER: SOLAREDGE TECHNOLOGIES SE14.4KUS(120/208V,3PH) OPTIMIZER: (72)SOLAREDGE P860 OPTIMIZERS WIND SPEED: 150MPH SNOW LOAD: 35PSF MINIMUM TEMPERATURE: -19°C SOLAR PV PROJECT FOR DUA BROCKTON 226 MAIN ST, BROCKTON,MA 02301 LEVANGIE ELECTRIC COMPANY INC. 11/04/20 STRINGING DIAGRAM BUILDING 01 E-02 SCALE:3/16"=1'-0" WIRING AND WIRING METHODS: 1. EXPOSED PV SOLAR MODULE WIRING AND PV SOURCE CIRCUITS TO BE UV RESISTANT 1,000V PV WIRE, 90° C, AND RATED FOR WET CONDITIONS. 2. ALL EXPOSED CABLES, SUCH AS MODULE LEADS SHALL BE SECURED IN A NEAT WORKMAN LIKE MANNER TO PREVENT CHAFFING, SWINGING, AND EXCEEDING MINIMUM BEND RADIUS WITH PROPER MECHANICAL SUNLIGHT RESISTANT MEANS AND ROUTED TO AVOID DIRECT EXPOSURE TO SUNLIGHT AT ALL TIMES. 3. ALL FIELD WIRING THAT IS NOT COLOR CODED SHALL BE TAGGED AT BOTH ENDS WITH PERMANENT WIRE MARKERS TO IDENTIFY POLARITY AND GROUND. 4. FLEXIBLE METAL CONDUIT IS SUITABLE FOR INSTALLATION IN DRY LOCATIONS. SHOULD IT BE EMPLOYED, SUPPORTS WILL BE NO MORE THAN 12 INCHES FROM BOXES (JUNCTION BOX, CABINETS OR CONDUIT FITTING) AND NO MORE THAN 48 INCHES APART. 5. LIQUID TIGHT FLEXIBLE METAL AND NON-METALLIC CONDUIT IS SUITABLE FOR INSTALLATION IN WET AND DRY LOCATIONS. SHOULD IT BE EMPLOYED, SUPPORTS WILL BE NO MORE THAN 12 INCHES FROM BOXES (JUNCTION BOX, CABINETS, OR CONDUIT FITTING) AND NO MORE THAN 36 INCHES APART. 6. PVC CONDUIT AND FITTINGS SHALL NOT BE USED ON ROOFTOP CONDITIONS OR EXPOSED TO DIRECT SUNLIGHT.WHEN USED IN ACCEPTABLE LOCATION CONDUIT SHALL BE SCHEDULE 80 UV RESISTANT UNLESS NOTED OTHERWISE. 7. FUSES AND WIRES SUBJECT TO TEMPERATURES CONDITIONS GREATER THAN 100°F OR TRANSFORMER INRUSH CURRENT SHALL BE SIZED ACCORDINGLY. 8. THE PHOTOVOLTAIC SOURCE CIRCUITS AND PHOTOVOLTAIC OUTPUT CIRCUITS OF THIS PROPOSED SOLAR SYSTEM SHALL NOT BE CONTAINED IN THE SAME RACEWAY CABLE TRAY, CABLE, OUTLET BOX, JUNCTION BOX, OR SIMILAR FITTING AS FEEDERS OR BRANCH CIRCUITS OF OTHER SYSTEMS UNLESS THE CONDUCTORS OF THE DIFFERENT SYSTEMS ARE SEPARATED BY A PARTITION OR ARE CONNECTED TOGETHER. 9. ALL TERMINATIONS SHALL HAVE ANTI-OXIDANT COMPOUND AND BE TORQUED PER DEVICE LISTING, OR MANUFACTURER'S RECOMMENDATIONS. 10. SPLIT BOLTS /SPLICES CONNECTORS ARE PERMITTED ON THE AC CONDUCTORS AND SHALL BE INSULATED WITH APPROVED MEANS. SPLICES ON THE DC CONDUCTORS IS NOT PERMITTED IN ANY LOCATION. LEGEND QTY. 1-2 18 QTY. 2-2 18 NOTE: 1-1 NEGATIVE TERMINAL NO. OF INVERTER NO. OF INPUT MIDPOINT OF STRING WIRING "LOOP BACK"POINT. 4' FIRE SETBACK PHOTOVOLTAIC ARRAY ON ROOF STRING QTY. 3-1 18 3-2 18 STRING QTY. 4-1 18 4-2 18 (N) AC DISCONNECT(24/7/365 UTILITY ACCESSIBLE)(EXTERIOR WALL OF THE BUILDING)(WITHIN 10' FROM POINT OF INTERCONNECTION) (N) PV INVERTER-01(ROOF MOUNTED-EXTERIOR) (N) PV INVERTER-02(ROOF MOUNTED-EXTERIOR) (N) PV INVERTER-03(ROOF MOUNTED-EXTERIOR) (N) PV INVERTER-04(ROOF MOUNTED-EXTERIOR) (N) AC ACCUMULATION PANEL(ROOF MOUNTED-EXTERIOR) (N) MAIN SERVICE BOARD (POINT OF INTERCONNECTION)(ELECTRICAL ROOM,BASEMENT OF THE BUILDING) 74'-6" 99'-7"
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Plumbing Design
PLUMBING
Over the past three decades, water closets have dropped from 3.5 gallons per flush (gpf) to as low as 1.1 gpf, urinals have dropped from 3.0 gpf to as low as 0.125 gpf, and lavatory faucets have dropped from 3.0 gallons per minute (gpm) to as low as 0.35 gpm. Located throughout the building, low flow fixtures and sensor faucets for all lavatories meet the standards for and bear the stamp of a water efficient product. Selection of these fixtures have allowed us to reduce the overall water consumption of the building by 34% over a baseline building and saving over 80,000 gallons a year. Utilization of individual water metering for both the DUA space and MCC space allows the systems to be monitored for efficiency and potential leaks.
Sustainable Design Case Study / 226 Main Street, Brockton MA 30
MEETING SA-2 MECHANICAL MENS REST RM SEASONAL 208 220C 221 209 STORAGE 218 STORAGE TRAINING 211 TERRACE PD PD PD PLUMBING DESIGN Plumbing fixtures in this restroom have been selected to greatly reduce water usage. These changes will save over 82,000 gallons potable water a year for this building alone. Dial it Back PLUMBING SUSTAINABILITY FEATURES PLUMBING DESIGN PLACARD LEVEL TWO SUSTAINABILITY FEATURE PLUMBING RISER DIAGRAM LOCATE THIS FEATURE -WAY CONTROL VALVE -WAY CONTROL VALVE BALL VALVETHERMOSTATIC MIXING VALVE VARIABLE FREQUENCY CONTROLLER FLOW METER PRESSURE REDUCING VALVE PRESSURE RELIEF SAFETY VALVE TEMPERATURE SENSOR THERMOMETER PRESSURE SENSOR P M FM GAS WATER METER PRESSURE SWITCH LOW PRESSURE SWITCH OS&Y VALVE WITH TAMPER SWITCH FS BASEMENT BASEMENT LEVEL LEVEL LEVEL LEVEL DHW 2" DHWR TYPICAL SYMBOLS TYPICAL EQUIPMENT WH-HX-1 ET-1 ET-1 PLUMBING RISER DIAGRAM EWC-1 COOLER URINAL LAVATORY LAV-1 WC-1 WATER ELECTRONIC TRAP PRIMER ETP-1 PRIMER WALL T&P RELIEF VALVE DRAIN VALVE WITH HOSE END, CAP & CHAIN OR WALL HYDRANT HOSE BIBB TP-1 SP-1 PUMP GWH-1 WATER HEATER EWH-1 WATER HEATER BACKFLOW PREVENTER WITH TAMPER SWITCH BOOSTER BP-1 GWH-1 EWC-1 LAV-1 LAV-1A WC-1 MSB-1 NHW LAV-2ALAV-2A LAV-1ALAV-1A KS-1 WC-1A LAV-1LAV-1A WC-1A UR-1A LAV-2ALAV-2A LAV-1A WC-1A SA'A' 1/2"TP 1/2" 1/2" 1/2"TP SA'A' SA'A' TP'1' MSB-1 NHW NCW 1/2"TP CIRCULATOR CP-1 TMV-2 M WM-3 1/2" 1/2" 1/2" 1/2" 1-1/4" EWC-1 WC-1 WC-1A 1/2" NHW NCW SA'A' TP-1 1/2"TP 1/2" 1/2" 2-1/2" 1/2" 1/2" ETP-1 1/2"TP SA'A' TP-1 HB-1 SA'A' HB-1 SA'A' HB-1 3/4" 2" 1/2" 1/2" 1/2" 1-1/2" 1/2"TP 1-1/2" 1/2" BFP 1-1/4" ETMV-1 1/2" 1/2" 3/4" 2" 1-1/2" 2-1/2" 2" 2" 2" 3/4" 3/4" 3/4" 1-1/2" MAIN METER BY LOCAL STRAINER-DUA SPACE SUB-METER -1/2"RPBFPDOMESTIC WATER BOOSTER PUMPREFER TO1/4" Jones Architecture, INC 10 Derby Square Salem, MA 01970 978.744.5200 www.jonesarch.com Project Architect Project Consultant Site Number: DES05 Building Number: 707DUA1801 Secretariat: Executive Office of Labor and Workforce Development CAMIS Number: N/A Plan Name Drawing Number: Project Location Project Name DCAMM Project Number BID DOCUMENTS Tel: (617) 658One Gateway Center, Newton, MA 02458 services integrated03-06-2020 PLUMBING DOMESTIC WATER RISER DIAGRAM P3-01 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC1 21-18-041 3/9/2020 102 107 SA-1 STAIR 101 RESTRM 105 112 RVW EXAMNR 117 115 RECEPTION 104 108A ELEV. LOUNGE JC RVW EXAMNR 121 125A 152 151 RESTRM RESTRM 153 LAPTOP ST VSTBL CORRIDOR FIRE PUMP CORRIDOR MCC DUA PD PD PD PLUMBING DESIGN 313B 313A 308 306 SUPERVISOR CORRIDOR KITCHENETTE CORRIDOR 312 SB-3 ELEC 302D 301A STAIR 301B RECYCLE PD PLUMBING DESIGN PD PD LEVEL ONE LEVEL THREE
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Shhh
Sound Baffles
ARCHITECTURAL
An exposed wood structure means a hard surface that is not absorbing sound. To counteract this effect baffles are hung from the ceiling to reduce ambient noise and ensure a more comfortable environment for occupants.
Sustainable Design Case Study / 226 Main Street, Brockton MA 32
202 201 STAIR 222B EL-2 SUPRVSR RECYCLING CORRIDOR 222A BLDG MNGR OFFICE 207 SUPRVSR 213 213A STORAGE CONFERENCE 213B 215 SB SB SOUND BAFFLES The linear planks above your head are sound ba es, and they reduce reverberation and help control noise levels. Creating a proper acoustic environment can promote productivity while reducing fatigue.
BUILDING SUSTAINABILITY FEATURES SOUND BAFFLES clean electricity will reduce the demand on the existing utility infrastructure, while decreasing fossil fuel combustion and CO2 emissions. A photovoltaic array mounted to the roof will convert solar energy to power sold back to the grid. PLACARD LEVEL TWO SUSTAINABILITY FEATURE CEILING COORDINATION PLAN LOCATE THIS FEATURE 2 2 E F 1.2 F.5 G EQ. EQ. 2" 2" 2" EQ. CONTAINS SOUND MASKING AND SPRINKLERS BAY CONTAINS SPRINKLER, OCCUPANCY SENSOR, LIGHT CONTAINS SPRINKLER, LIGHT FIXTURE. ELEMENTS PARALLEL WITH NORTH SOUND MASKING SPEAKER MOUNTING: PENDANT, BOTTOM OF FEED: CONDUIT AT CEILING DIRECTLY ABOVE FIXTURE TO RECEIVING END (EAST) MOUNTING: PENDANT, BOTTOM OF FIXTURE FLUSH WITH BOTTOM OF BEAM DOMED LIGHT MONITORS MOUNTING: FACE OF WALL 9'-0" AFF, 0" 12' 0" 6'-3" ZONE OF OPEN CLT, NO BUILDING SYSTEMS 4'-11" ZONE OF OPEN CLT, NO BUILDING SYSTEMS FEED: CONDUIT TIGHT TO DECK 1 A FLOOR DECK, TIGHT TO BEAM, ABOVE FEED: DUCTWORK RUNS ABOVE CHILLED MOUNTING: PENDANT, BOTTOM OF CHILLED BEAM FLUSH WITH BOTTOM OF BEAM MOUNTING: PENDANT, BOTTOM OF BAFFLE FLUSH WITH BOTTOM OF BEAM 2'-2" ZONE FROM FACE OF BEAM CONTAINS SOUND MASKING AND CHILLED BEAM CHILLED BEAM MOUNTING: TIGHT TO DECK, AS CLOSE TO BEAM AS POSSIBLE, ABOVE CHILLED BEAMS 7/8" 1' 2" A 10" ZONE FROM AT CENTER OF BAY CONTAINS SPRINKLER, OCCUPANCY SENSOR, LIGHT FIXTURE, AND SOUND MASKING 1'-2" ZONE FROM AT CENTER OF OCCUPANCY SENSOR, LIGHT FIXTURE, AND SOUND MASKING A CONTAINS HVAC CHILLED BEAM CHILLED BEAM EQ. EQ. EQ. EQ. EQ. 4'-11" ZONE OF OPEN CLT, NO BUILDING SYSTEMS 6'-3" ZONE OF OPEN CLT, NO BUILDING SYSTEMS CONTAINS HVAC 3'-2" ZONE OF OPEN CLT, 0" SPACING DIMENSIONED IN BOTH E-W AND N-S DIRECTIONS. NOTE SPACING VARIES IN 0" 6" 0" 15' 0" CONTAINS SOUND MASKING AND SPRINKLERS 4'-5" ZONE OF OPEN CLT, 2'-2" ZONE FROM FACE OF BEAM 6" ZONE FROM FACE OF BEAM D 1. THIS DRAWING PROVIDED AS GUIDELINE FOR MEP SYSTEMS COORDINATION FOR EXPOSED 2. SHOWN ABOVE IS A SINGLE TYPICAL STRUCTURAL BAY ND SINGLE IRREGULAR STRUCTURAL 3. ZONES IN EACH BAY HAVE BEEN DEFINED TO CONSOLIDATE MEP SYSTEMS, ENSURING THAT AS INSTALLATION. 4. ALL MEP SYSTEMS ARE TO BE PAINTED PER SPECIFICATION AND FINISH SCHEDULE. REFLECTED CEILING PLAN LEGEND ACT CEILING TYPES EXPOSED CEILING, METAL DECK OR CLT. SEE GENERAL NOTES CLOUD ACOUSTIC BAFFLES WITH FIXTURES WS-1 WINDOW SHADE MANUAL WS-2WINDOW SHADE MOTORIZED 18"X18" ACCESS PANEL, TRIMLESS PAINTED SPRINKLER HEAD & PIPING -SEE FP DWGS CHILLED BEAM & DUCTWORK -SEE HVAC DWGS HYDRONIC PIPING LINEAR LIGHT FIXTURE -SEE ELEC DWGS SURFACE MOUNTED CYLINDRICAL LIGHT FIXTURE AND CONDUIT -SEE ELEC DWGS TRACK LIGHTING -SEE ELEC DWGS RECESSED LIGHT FIXTURE -SEE ELEC DWGS 2X2 ACCESS PANEL, TRIMLESS WITH RECESSED PAN, INFILL WITH PHENOLIC PANEL 2X2 FIRE RATED ACCESS PANEL, TRIMLESS PAINTED SOUND MASKING FIXTURE -SEE SOUND MASKING DWGS N -PROJECT NORTH 2'4' FLOOR PLAN. TE MEP SYSTEMS, ENSURING THAT AS MUCH CROSS LAMINATED TIMBER REMAINS EXPOSED AS SCHEDULE. EXPOSED WOOD CEILING NOTES: Jones Architecture, INC 10 Derby Square Salem, MA 01970 978.744.5200 www.jonesarch.com Project Architect Project Consultant Site Number: DES05 Building Number: 707DUA1801 Secretariat: Executive Office of Labor and Workforce Development CAMIS Number: N/A Original Issue Date Drawing Number: Project Location Project Name DCAMM Project Number BID DOCUMENTS 03-06-2020 SYSTEMS COORDINATION RCP A114 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC1 SCALE: 1/4" 1'-0" A114 LEVEL - SYSTEMS COORDINATION RCP STAIR VSTBL 106 RVW EXAMNR 116 FLEX MTG 108 149 148 COLLABORATION 145A 145B VSTBL 113 103A 124 109 MCC DUA SB SB SB SB SOUND BAFFLES EAST SUPERVISOR SUPERVISOR 302 SUPERVISOR COPY/SUPPLY CALL CENTER WEST SA-3 SB SOUND BAFFLES SB SB LEVEL ONE LEVEL THREE 2 2 E F 1.2 F.5 G CONTAINS SOUND MASKING AND 1'-2" ZONE FROM AT CENTER OF BAY CONTAINS SPRINKLER, OCCUPANCY SENSOR, LIGHT FIXTURE, AND SOUND MASKING CONTAINS SPRINKLER, LIGHT FIXTURE. WALL FEED: CONDUIT AT CEILING DIRECTLY MOUNTING: PENDANT, BOTTOM OF SPEAKER FLUSH WITH BOTTOM OF BEAM FEED: CONDUIT AT CEILING DIRECTLY ABOVE FIXTURE TO RECEIVING END (EAST) MOUNTING: PENDANT, BOTTOM OF FIXTURE FLUSH WITH BOTTOM OF BEAM DOMED LIGHT MONITORS WIFI MOUNTING: FACE OF WALL 9'-0" AFF, QUANTITY TBD BY OWNER 6'-3" ZONE OF OPEN CLT, 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 1 HYDRONIC PIPING -PERIMETER HEATING MOUNTING: TIGHT TO UNDERSIDE OF THIRD FLOOR DECK, TIGHT TO BEAM, ABOVE CHILLED BEAMS CHILLED BEAM FEED: DUCTWORK RUNS ABOVE CHILLED MOUNTING: PENDANT, BOTTOM OF CHILLED MOUNTING: PENDANT, BOTTOM OF BAFFLE CONTAINS HVAC CONTAINS SOUND MASKING AND SPRINKLERS HYDRONIC PIPING -CHILLED BEAMS MOUNTING: TIGHT TO DECK, AS CLOSE TO BEAM AS POSSIBLE, ABOVE CHILLED BEAMS 3' 7/8" 7" 7' 9" 10" ZONE FROM AT CENTER OF BAY CONTAINS SPRINKLER, OCCUPANCY SENSOR, LIGHT BAY CONTAINS SPRINKLER, OCCUPANCY SENSOR, LIGHT FIXTURE, AND SOUND MASKING CONTAINS HVAC 7" 7' 9" CHILLED BEAM CHILLED BEAM 4'-11" ZONE OF OPEN CLT, NO BUILDING SYSTEMS 6'-3" ZONE OF OPEN CLT, CONTAINS HVAC 3'-2" ZONE OF OPEN CLT, NO BUILDING SYSTEMS 4' 0" SPACING DIMENSIONED IN BOTH E-W AND NORTH AND SOUTH BAYS 10" ZONE FROM FACE OF BEAM CONTAINS SOUND MASKING AND 4'-5" ZONE OF OPEN CLT, 2'-2" ZONE FROM FACE OF BEAM CONTAINS HVAC 6" ZONE FROM FACE OF BEAM CONTAINS SOUND MASKING AND A D GENERAL NOTES: 1. THIS DRAWING PROVIDED AS A GUIDELINE FOR MEP SYSTEMS COORDINATION FOR EXPOSED 2. SHOWN ABOVE IS A SINGLE TYPICAL STRUCTURAL BAY ND SINGLE IRREGULAR STRUCTURAL 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 REFLECTED CEILING PLAN LEGEND 2'-0" 2'-0" CEILING TYPES CEILING, METAL DECK OR CLT. SEE GENERAL NOTES CLOUD ACOUSTIC BAFFLES WITH INTEGRAL LIGHT SHADE MANUAL WS-2WINDOW MOTORIZED 18"X18" ACCESS PANEL, TRIMLESS PAINTED SPRINKLER HEAD PIPING -SEE FP DWGS CHILLED BEAM DUCTWORK -SEE HVAC DWGS HYDRONIC PIPING SUPPLY/RETURN DIFFUSERS -SEE HVAC LINEAR LIGHT FIXTURE -SEE ELEC DWGS SURFACE MOUNTED CYLINDRICAL LIGHT TRACK LIGHTING -SEE ELEC DWGS RECESSED LIGHT FIXTURE -SEE ELEC DWGS RECESSED LIGHT FIXTURE -SEE ELEC DWGS 2X2 ACCESS PANEL, TRIMLESS WITH RECESSED PAN, INFILL WITH PHENOLIC 2X2 FIRE RATED ACCESS PANEL, TRIMLESS PAINTED SOUND MASKING FIXTURE -SEE SOUND MASKING DWGS N -PROJECT NORTH -TRUE NORTH -2.33° EAST OF NORTH 0 2'4' 8' GRAPHIC SCALE COORDINATION FOR EXPOSED CEILING AREAS THROUGHOUT HE BUILDING. IRREGULAR STRUCTURAL BAY AT THE NORTHWEST CORNER OF THE THIRD ZONES IN EACH BAY HAVE BEEN DEFINED TO CONSOLIDATE MEP SYSTEMS, POSSIBLE. ALL SYSTEMS THAT FALL OUTSIDE OF THESE ZONES ARE TO BE ALL MEP SYSTEMS ARE TO BE PAINTED PER SPECIFICATION AND FINISH EXPOSED WOOD CEILING NOTES: Jones Architecture, INC 10 Derby Square Salem, MA 01970 978.744.5200 www.jonesarch.com Project Architect Project Consultant Site Number: DES05 Building Number: 707DUA1801 Secretariat: Executive Office of Labor and Workforce Development CAMIS Number: N/A Original Issue Date Revisions Plan Name Project Location Project Name DCAMM Project Number BID DOCUMENTS 03-06-2020 226 Main Street Brockton, MA DUA BrocktonNew Facility EOL1801 DC1 SCALE: 1/4" 1'-0" 1 LEVEL 3 - SYSTEMS COORDINATION RCP
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Sound Masking
To ensure that the call center space is acoustically secure a system of speakers is located at the ceiling. Often referred to as white or pink noise, this system creates a low level of sound that obscures conversations to keep details private.
Sustainable Design Case Study / 226 Main Street, Brockton MA 34
ARCHITECTURAL
202 201 STAIR 222B EL-2 SUPRVSR RECYCLING CORRIDOR 222A BLDG MNGR OFFICE 207 SUPRVSR 213 213A STORAGE CONFERENCE 213B 215 SM SM SOUND MASKING BUILDING SUSTAINABILITY FEATURES SOUND MASKING PLACARD
TWO SUSTAINABILITY FEATURE SOUND MASKING CEILING PLAN LOCATE THIS FEATURE EAST SUPERVISOR SUPERVISOR 302 SUPERVISOR COPY/SUPPLY CALL CENTER WEST SA-3 SM SOUND MASKING SM SM
THREE
LEVEL
LEVEL
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Stormwater Infiltration
SITE
The stormwater infiltration system contributes to the overall resiliency of the site. It consists of premolded, plastic chambers embedded in stone below grade. Runoff from the site is collected in the system, where it then attenuates the stormwater, slowly releasing it through the system to the soil to provide filtration and recharge back into the water table. This also reduces erosion impacts from heavy storm events, and alleviates the strain on the municipal drain system by reducing peak flows. By capturing this runoff and treating it underground, the infiltration system helps to maintain the natural water cycle of the site, even within this urban setting.
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WAITING COPY/ STORAGE STAIR EL-1 RESTRM 110 RVW EXAMNR 123B FLEX MTG KITCHEN CONFERENCE WORK AREA ELEC CLOSET 143 RVW EXMNR RESTRM 123A EGRESS VSTBL 114 150 RESTRM RESTRM 142 146 OFFICE 141 140 MCC DUA SI SI STORMWATER INFILTRATION LANDSCAPE SUSTAINABILITY FEATURES RAINWATER COLLECTION PLACARD LEVEL ONE SUSTAINABILITY FEATURE SYSTEM DIAGRAMS, DETAILS LOCATE THIS FEATURE NOTES AND SPECIFICATIONS 1. ALL SURVEY INFORMATION OF EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO PROPERTY LINES, FENCES, PAVING, OVERHEAD WIRES, ETC. ARE BASED ON THE ON SURVEY BY NITSCH ENGINEERING AS DEPICTED EXISTING SITE PLAN. ALL SUCH INFORMATION IS APPROXIMATE AND THE CONTRACTOR IS RESPONSIBLE TO SURVEY AND FIELD VERIFY SUCH OTHER DAMAGES RESULTING FROM DISCREPANCIES BETWEEN INFORMATION PROVIDED AND ACTUAL EXISTING CONDITIONS WILL BE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK WITH THE 3. THE CONTRACTOR SHALL REGISTER WITH "DIG SAFE" AT (888) DIG-SAFE, 72 HOURS PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN "DIG SAFE" REGISTRATION AND "DIG SAFE" 4. ALL WASTE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND MUNICIPAL REGULATIONS. 5. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND MUNICIPAL 6. THE CONTRACTOR SHALL HAVE THE PROPER LICENSES AS REQUIRED BY THE STATE AND ANY OTHER GOVERNING AGENCIES. 12. BITUMINOUS MATERIAL FOR TACK COAT SHALL BE CUT-BACK ASPHALT (RAPID-CURING TYPE) CONFORMING TO AASHTO M81, GRADE RC-70 OR RC-250. CEMENT CONCRETE SHALL CONFORM TO ACI SPECIFICATION 3I6, AND ASTM 14. ADA AND MAAB COMPLIANCE A. SPECIAL ATTENTION IS TO BE GIVEN TO COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND THE REQUIREMENTS OF THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB) a. SLOPES: ALL WALKWAYS AS DEFINED BY SECTION 22.1 OF 521 CMR (PERPENDICULAR TRAVEL) CONSTRUCTED AT 1.5%. THE SLOPE OF ALL RAMPS AND SIDE SLOPES OF HANDICAP CURB CUTS AS DEFINED BY SECTION 21.1 OF 521 CMR SHALL BE CONSTRUCTED AT 7% MAXIMUM. RAMPS AS DEFINED IN SECTION 24.1 OF 521 CMR SHALL BE CONSTRUCTED TO MAXIMUM SLOPE OF 7%. b. THE CONTRACTOR IS TO ASSUME THAT ALL GRADES IN PEDESTRIAN ELECTRONIC "SMART LEVEL". A 5'-0" MINIMUM LEVEL (1.5% SLOPE) AREA SHALL BE PROVIDED AT For more information, contact CULTEC at (203) 775-4416 or visit www.cultec.com. © CULTEC, Inc., June 2020 SUB280HD 06-20 For more information, CULTEC Recharger® 280HD Stormwater Chamber Three View Drawing 2 HIDDEN END SHOWN WITH SIDE PORTAL TRIMMED AND OPTIONAL CULTEC HVLV FEED CONNECTOR INSERTED. MODEL SHD MODEL IHD MODEL EHD MODEL IHD HIDDEN END Typical Interlock Installation
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Timber Structure
ARCHITECTURAL
The use of cross laminated timber slabs and glulam beams and columns is critical to the Commonwealth's commitment to sustainability. There is a 33% carbon footprint reduction when using this renewable resource over typical steel and concrete construction. In addition, the wood provides a warm and durable finish material. Studies have shown that exposed wood contributes to the comfort and well being of employees, as well as a employee retention over time. Timber is considered a rapidly renewable resource when compared to traditional steel and concrete structure.
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202 201 STAIR 222B EL-2 SUPRVSR RECYCLING CORRIDOR 222A BLDG MNGR OFFICE 207 SUPRVSR 213 213A STORAGE CONFERENCE 213B 215 TS TS TIMBER STRUCTURE You are surrounded by wood in this building, serving as both the structural system and the finish material. Wood is the most renewable of building materials, and requires considerably less energy to harvest and Timber BUILDING SUSTAINABILITY FEATURES TIMBER STRUCTURE PLACARD LEVEL TWO SUSTAINABILITY FEATURE CLT AXON, GLULAM DETAILS LOCATE THIS FEATURE 1 05.23.2020 MAH JC Second Issue 2 06.15.2020 MAH JC Third Issue 3 06.26.2020 MAHFourth Issue 4 07.14.2020 MAHFifth Issue 5 08.04.2020 MAHSixth Issue XXX X 1. This drawing is the property of KLH USA Holding. Copyright is reserved & this drawing is issued on the condition that it is not copied, reproduced, retained or disclosed to any unauthorised person, either wholly or in part, without our consent. Do not scale from this drawing, check all dimensions on site. If in doubt, please ask. 2. All dimensions are shown both in millimeters [inches] unless noted otherwise. The grades of finish are as follows: NSI (non visual quality); ISI (visible industrial quality); WSI (domestic quality). 3. Where not specified, the grade finish would be NSI. 4. The finish to the side facing down is shown with parentheses and the top face is shown without. 5. HH= Head Height; CH=Cill Height; H=Height All Heights refer to Structural Slab Level (SSL) 6. All openings and notches have routed corners (standard radius = 20mm), unless noted or instructed otherwise. Square corners to openings and notches less than 500mm wide will have to be cut on site by installation team. 7. X: Elevation title Y:Section title XXX: Drawing No. YYY: Drawing No 8. Installation of KLH super structure to be strictly in accordance with project related OSHA requirements. Please refer to installer for this information. YYY Y 240 N Broadway Suite 308 Portland, OR 97212 T: 1 971.998.5705 E: michael.hahn@klhusa.com DRAWING NOTES: WET STAMP & DATE: 1. Cross-Laminated Timber panels shall be manufactured in conformance with the latest edition of ANSI/APA PRG 320, Standard for Performance-Rated Cross-Laminated Timber 2. Minimum allowable design properties for the lumber laminations used in the panels shall be as follows. General Structural Notes 2.4 FABRICATION A. Fabricate panels in accordance with ANSI/APA PRG 320. Use multiple layers of 20 mm minimum to 40 mm maximum thick laminations. B. Manufacturer to be ISO 9001, 14001, and 50001 certified. C. CLT Layup shall be Stress Grade CV3M1 as per Product listing. D. Joints: CLT panels shall be joined at panel edges using connections as indicated on the Drawings. E. Panels shall satisfy one of the following appearance classifications, as indicated on the Drawings. See www.klh.at/en/product/surface/ for a complete description of these classifications. 1. NSI (NVQ): Non-Visual Quality (very low surface quality, planed) 2. ISI (IVQ): Industrial Visual Quality (medium surface quality, sanded) 3. WSI (DVQ): Domestic Visual Quality (high surface quality, sanded, surface edges glued) F. Tolerances: +/- 2 mm for panels >1 m2 @ 12% moisture content. PART 3 EXECUTION 3.1 EXAMINATION A. Prior to fabrication, check all dimensions relating to this section of work. Report any discrepancies to the EOR. B. Prior to site erection, examine all site conditions and ensure an acceptable condition. 3.2 INSTALLATION A. Erect panels in accordance with final approved shop drawings. B. Make adequate provision for possible erection stresses. Set panels level and plumb to correct positions. Securely brace panels and anchor in place to maintain plumb until permanently secured by finished structure. C. Fit panels closely and accurately, without trimming, cutting, or other modifications, unless approved in writing by the EOR. D. Site cutting or boring of panels, other than shown on the shop drawings, is not permitted without the written consent of the EOR. 3.3 CLEANING A. Clean exposed surface of panels after erection and completion of field touch up. 1. Perform cleaning procedures, if necessary, according to Manufacturer's written recommendations. Protect other work from staining or damage due to cleaning operations. 2. Do not use cleaning materials or processes that could damage the appearance of the panels or damage adjacent materials. END OF SECTION 06130 DRAWING INDEX CLT-001 GENERAL NOTES AND SPECIFICATIONS CLT-002 CLT DETAILS CLT-003 GLULAM DETAILS CLT-100 GLULAM SCOPE ISOMETRIC CLT-101 PROJECT ASSEMBLY ISOMETRIC CLT-200 COLUMN LAYOUT PLAN CLT-201 LEVEL 2 BEAM LAYOUT PLAN CLT-202 LEVEL 2 CLT LAYOUT PLAN CLT-201 LEVEL 3 BEAM LAYOUT PLAN CLT-202 LEVEL 3 CLT LAYOUT PLAN CLT-201 ROOF LEVEL BEAM LAYOUT PLAN DUA-DCAMM South County Post & Beam https://www.klh.at/wp-content/uploads/2019/12/sdreport-authoritytomark-36204.pdf FABRICATION DRAWING APPROVAL Signing below releases these fabrication drawings for production. Changes to panel specifications, quantity, or size, delays in approval, or changes after approval may add to the cost and / or cause delay. Approval of these drawings constitutes an understanding that all other drawings are superceded by these drawings with regard to the delivered CLT scope. Approved by: Material Order Approved Submit Specified Items Approved With Comments Field Notes Required No Exception Taken Not Reviewed Revise and Resubmit Rejected Date: Site Address DCAMM 226 MAIN STREET BROCKTON, MA 02301 Delivery Address DCAMM 226 MAIN STREET BROCKTON, MA 02301 USA_354 STAIR VSTBL 106 RVW EXAMNR 116 FLEX MTG 108 149 148 COLLABORATION 145A 145B VSTBL 113 103A 124 109 MCC DUA TS TS TS TS TIMBER STRUCTURE EAST SUPERVISOR SUPERVISOR 302 SUPERVISOR COPY/SUPPLY CALL CENTER WEST SA-3 TS TS TS TIMBER STRUCTURE LEVEL ONE LEVEL THREE BEAM TO GIRDER INSTALLATION POST TO BEAM INSTALLATION SLAB ON DECK GLULAM BEAM PER PLAN GRID STEEL COLUMN STEEL BEAM STANDARD SHEAR TAB CONNECTION CONCEALED CONNECTION, ASSUME 5/16"Ø 1' 1/2" 1/2" CMU WALL GLULAM BEAM (12) ¾"Ø HILTI HIT HY 270 ANCHOR BOLTS, 6¾" EMBEDMENTMIN EDGE DISTANCE 1/2" EDGE OF CMU WALL STRUCTURAL ENGINEERS Jones Architecture, INC 10 Derby Square Salem, MA 01970 www.jonesarch.com Project Architect Project Consultant Original Issue Date Drawing Number: Project Name DCAMM Project Number Site Number: DES05 Building Number: 707DUA1801 Secretariat: Executive Office and Workforce CAMIS Number: N/A BID DOCUMENTS 12-13-2019 TIMBER TYPICAL DETAILS S300 226 Main Street Brockton, MA DUA Brockton Facility EOL1801 DC1 1 TYPICAL CONCEALED WOOD BEAM CONNECTION TIMBER PACKAGE 5 2 TYPICAL CLT PANEL JOINT 3 TYPICAL CMU ANCHORED FACE PLATE DETAIL AT GLULAM BEAM 4 2BID DOCS SECONDARY MEMBER SECTION SECTION 2 NOTE: CONNECTION DESIGN SHALL BE ENGINEERED BY TIMBER PROVIDER. SEE PLANS FOR MEMBER SIZES, BEAM REACTION AND ADDITIONAL INFO. SLAB ON DECK T.O. SLAB GRID STEEL BEAM PER PLAN 1 TYPICAL CONCEALED WOOD BEAM CONNECTION PRIMARY MEMBER SECONDARY MEMBER PRIMARY MEMBER SECONDARY MEMBER SECTION SECTION 2 NOTE: CONNECTION DESIGN SHALL BE ENGINEERED BY TIMBER PROVIDER. SEE PLANS FOR MEMBER SIZES, BEAM REACTION AND ADDITIONAL INFO. BEAM TO GIRDER INSTALLATION BEAM 2 2 1 BEAM 1 1 POST TO BEAM INSTALLATION POST SLAB ON DECK PER PLAN GRID (12) ¾"Ø HILTI BOLTS, 1 TYPICAL CONCEALED WOOD BEAM CONNECTION
39
Energy Savings
resulting from this design over a comparable building of this size
Greenhouse Gas Emissions from:
11.6 Passenger Vehicles driven for one year
133,338 Miles Driven by one passenger vehicle
CO2 Emissions from:
6,046 Gallons of gasoline consumed
5,278 Gallons of diesel consumed
59,208 Pounds of coal burned
0.711 Tanker trucks' worth of gasoline
6.2 Homes' energy used for one year
9.1 Homes' electricity used for one year
0.295 Railcars' worth of coal burned
124 Barrels of oil consumed
2,197 Propane cylinders used for home barbecues
6,852,949 Smartphones charged for one year
Greenhouse gas emissions avoided by:
18.3 Tons of waste recycled instead of landfilled
2.6 Garbage trucks of waste recycled instead of landfilled
2,286 Trash cans of waste recycled instead of landfilled
0.012 Wind turbines running for a year
2,041 Incandescent lamps switched to LEDs
Carbon sequestered by:
889 Trees seedlings growing for ten years
70.2 Acres of U.S. forests in one year
0.364 Acres of forests preserved from conversion to cropland
Sustainable Design Case Study / 226 Main Street, Brockton MA 40
LEED Checklist
sustainable attributes of the building are targeting a LEED Gold ranking
LEEDv4 BD+C: New Construction (LEEDv4 NC)
Project Scorecard
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Project: Brockton DUA Date: 2/2/2021 Y ? N Y ? N 1 1 6 3 4 MATERIALS & RESOURCES 13 1 IPc1 Integrative Process 1 Y MRpr1 Storage and Collection of Recyclables Required Y MRpr2 Construction and Demolition Waste Management Planning Required 10 6 16 3 2 MRc1 Building Life-Cycle Impact Reduction 2-5 N LTc1 LEED for Neighborhood Development Location 16 1 1 MRc2 Building Product Disclosure and Optimization - EPD 1-2 1 LTc2 Sensitive Land Protection 1 1 1 MRc3 Building Product Disclosure and Optimization - Sourcing of Raw Materials 1-2 2 LTc3 High Priority Site 1-2 1 1 MRc4 Building Product Disclosure and Optimization - Material Ingredients 1-2 5 LTc4 Surrounding Density and Diverse Uses 1-5 1 1 MRc5 Construction and Demolition Waste Management 1-2 1 4 LTc5 Access to Quality Transit 1-5 1 LTc6 Bicycle Facilities 1 9 3 4 INDOOR ENVIROMENTAL QUALITY 16 1 LTc7 Reduced Parking Footprint 1 Y IEQpr1 Minimum Indoor Air Quality Performance Required 1 LTc8 Green Vehicles 1 Y IEQpr2 Environmental Tobacco Smoke Control Required Y IEQpr3 Minimum Acoustic Performance Required 5 5 10 2 IEQc1 Enhanced Indoor Air Quality Strategies 2 Y SSpr1 Construction Activity Pollution Prevention Required 1 1 1 IEQc2 Low-Emitting Materials 3 1 SSc1 Site Assessment 1 1 IEQc3 Construction Indoor Air Quality Management Plan 1 2 SSc2 Site Development - Protect or Restore Habitat 1-2 2 IEQc4 IAQ Assessment 2 1 SSc3 Open Space 1 1 IEQc5 Thermal Comfort 1 1 2 SSc4 Rainwater Management 2-3 1 1 IEQc6 Interior Lighting 2 2 SSc5 Heat Island Reduction 1-2 3 IEQc7 Daylight 3 1 SSc6 Light Pollution Reduction 1 1 IEQc8 Quality Views 1 1 IEQc9 Acoustic Performance 1 5 6 WATER EFFICIENCY 11 Y WEpr1 Outdoor Water Use Reduction Required 5 1 INNOVATION 6 Y WEpr2 Indoor Water Use Reduction Required 1 INc1.1 Innovation: Low-Mercury Lighting 1 Y WEpr3 Building-Level Water Metering Required 1 INc1.2 Innovation: EP for Renewable Eng >15% 1 2 WEc1 Outdoor Water Use Reduction 1-2 1 INc1.3 Innovation: Social Equity within Project Team 1 2 4 WEc2 Indoor Water Use Reduction 1-6 1 INc1.4 Innovation: Buiding as an Educational Tool 1 2 WEc3 Cooling Tower Water Use 2 1 INc1.5 Pilot Credit: Integrative Analysis of Building Materials 1 1 WEc4 Water Metering 1 1 INc2 LEED Accredited Professional 1 24 5 4 ENERGY & ATMOSPHERE 33 4 REGIONAL PRIORITY ( underlined ) 4 Y EApr1 Fundamental Commissioning and Verification Required 1 RPc1 Regional Priority Credit: LTc3 High Priority Site 1 Y EApr2 Minimum Energy Performance Required 1 RPc2 Regional Priority Credit: LTc4 Surrounding Density 1 Y EApr3 Building-Level Energy Metering Required 1 RPc3 Regional Priority Credit: WEc1 Outdoor Water 1 Y EApr4 Fundamental Refrigerant Management Required 1 RPc4 Regional Priority Credit: EAc2 Optimize Energy Performance 1 5 1 EAc1 Enhanced Commissioning 2-6 x RPcX Regional Priority Credit: EAc5 Renewable Energy Production 1 15 3 EAc2 Optimize Energy Performance 1-18 x RPcX Regional Priority Credit: MRc1 Building LCA Reduction 1 1 EAc3 Advanced Energy Metering 1 2 EAc4 Demand Response 1-2 68 12 30 PROJECT TOTALS (Certification Estimates) 110 3 EAc5 Renewable Energy Production 1-3 Certified: 40-49 points Silver: 50-59 points Gold: 60-79 points Platinum: 80+ points 1 EAc6 Enhanced Refrigerant Management 1 2 EAc7 Green Power and Carbon Offsets 1-2 INTEGRATIVE PROCESS LOCATION & TRANSPORTATION SUSTAINABLE SITES
