CONSTRUCTION SET Project No. 201712 Hampshire St. Housing · CONSTRUCTION SET Project No. 201712 Hampshire St. Housing 20 February 2019 Auburn, Maine ELECTRIC TRACTION ELEVATORS 142100

CONSTRUCTION SET Project No. 201712 Hampshire St. Housing 20 February 2019 Auburn, Maine

ELECTRIC TRACTION ELEVATORS 142100 - 1

SECTION 142100 - ELECTRIC TRACTION ELEVATORS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes electric traction passenger elevators.

B. Related Requirements:

1. Section 011000 "Summary" for purchase contract for elevators negotiated by Owner and assigned to Contractor.

2. Section 015000 "Temporary Facilities and Controls" for temporary use of elevators for construction purposes.

3. Section 033000 "Cast-in-Place Concrete" for setting sleeves, inserts, and anchoring devices in concrete.

4. Section 042000 "Unit Masonry" for setting sleeves, inserts, and anchoring devices in masonry and for grouting elevator entrance frames installed in masonry walls.

5. Section 051200 "Structural Steel Framing" for the following:

a. Attachment plates, angle brackets, and other preparation of structural steel for fastening guide-rail brackets.

b. Divider beams. c. Hoist beams. d. Structural-steel shapes for subsills.

6. Section 055000 "Metal Fabrications" for the following:

a. Attachment plates and angle brackets for supporting guide-rail brackets. b. Divider beams. c. Hoist beams. d. Structural-steel shapes for subsills. e. Pit ladders. f. Cants made from steel sheet in hoistways.

7. Section 055213 "Pipe and Tube Railings" for railings between adjacent elevator pits.

8. Section 096813 "Tile Carpeting” for finish flooring in elevator cars. 9. Section 099123 "Interior Painting" for field painting of hoistway entrance doors

and frames.



10. Section 283111 "Digital, Addressable Fire-Alarm System" for smoke detectors in elevator lobbies to initiate emergency recall operation, for heat detectors in shafts and machine rooms to disconnect power from elevator equipment on or before sprinkler activation, and for connection to elevator controllers.

1.3 DEFINITIONS

A. Definitions in ASME A17.1/CSA B44 apply to work of this Section.

B. Service Elevator: A passenger elevator that is also used to carry freight.

1.4 ACTION SUBMITTALS

A. Product Data: Include capacities, sizes, performances, operations, safety features, finishes, and similar information. Include Product Data for car enclosures, hoistway entrances, and operation, control, and signal systems.

B. Shop Drawings:

1. Include plans, elevations, sections, and large-scale details indicating service at each landing, coordination with building structure, relationships with other construction, and locations of equipment.

2. Include large-scale layout of car-control station and standby power operation control panel.

3. Indicate maximum dynamic and static loads imposed on building structure at points of support, and maximum and average power demands.

C. Samples for Initial Selection: For finishes involving color selection.

D. Samples for Verification: For exposed car, hoistway door and frame, and signal equipment finishes; 3-inch- (75-mm-) square Samples of sheet materials; and 4-inch (100-mm) lengths of running trim members.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

B. Seismic Qualification Data: Certificates, for elevator equipment, accessories, and components, from manufacturer.

1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation.

2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions.

3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements.



C. Manufacturer Certificates: Signed by elevator manufacturer certifying that hoistway, pit, and machine room layout and dimensions, as indicated on Drawings, and electrical service, as shown and specified, are adequate for elevator system being provided.

D. Sample Warranty: For special warranty.

1.6 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For elevators to include in emergency, operation, and maintenance manuals.

1. Submit manufacturer's or Installer's standard operation and maintenance manual, according to ASME A17.1/CSA B44, including diagnostic and repair information available to manufacturer's and Installer's maintenance personnel.

B. Inspection and Acceptance Certificates and Operating Permits: As required by authorities having jurisdiction for normal, unrestricted elevator use.

C. Continuing Maintenance Proposal: Submit a continuing maintenance proposal from Installer to Owner, in the form of a standard one-year, two-year, or five-year maintenance agreement, starting on date initial maintenance service is concluded. State services, obligations, conditions, and terms for agreement period and for future renewal options.

1.7 QUALITY ASSURANCE

A. Installer Qualifications: Elevator manufacturer or an authorized representative who is trained and approved by manufacturer.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle materials, components, and equipment in manufacturer's protective packaging. Store materials, components, and equipment off of ground, under cover, and in a dry location.

1.9 COORDINATION

A. Coordinate installation of inserts, sleeves, block outs, elevator equipment with integral anchors, and other items that are embedded in concrete or masonry for elevator equipment. Furnish templates, inserts, sleeves, elevator equipment with integral anchors, and installation instructions and deliver to Project site in time for installation.

B. Coordinate locations and dimensions of work specified in other Sections that relates to electric traction elevators including pit ladders; sumps and floor drains in pits; entrance subsills; electrical service; and electrical outlets, lights, and switches in hoistways, pits, and machine rooms.



1.10 WARRANTY

A. Manufacturer's Special Warranty: Manufacturer agrees to repair, restore, or replace elevator work that fails in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, operation or control system failure, including excessive malfunctions; performances below specified ratings; excessive wear; unusual deterioration or aging of materials or finishes; unsafe conditions; need for excessive maintenance; abnormal noise or vibration; and similar unusual, unexpected, and unsatisfactory conditions.

2. Warranty Period: 10 year(s) from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 ELEVATOR MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. Fujitec America, Inc. 2. KONE Inc. 3. Minnesota Elevator, Inc. 4. Mitsubishi Electric Corporation. 5. Otis Elevator Co. 6. Schindler Elevator Corp. 7. Schumacher Elevator Co. 8. ThyssenKrupp Elevator.

B. Source Limitations: Obtain elevator from single manufacturer.

1. Major elevator components, including driving machines, controllers, signal fixtures, door operators, car frames, cars, and entrances, shall be manufactured by single manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with ASME A17.1/CSA B44.

B. Accessibility Requirements: Comply with requirements for accessible elevators in the United States Access Board's ADA-ABA Accessibility Guidelines and with ICC A117.1.

2.3 ELEVATORS

A. Elevator System, General: Manufacturer's standard elevator systems. Unless otherwise indicated, manufacturer's standard components shall be used, as included in standard elevator systems and as required for complete system.



B. Elevator Description:

1. Group Number: A. 2. Elevator Number(s): 1. 3. Emergency Elevator Number(s): 1. 4. Machine Type: Gearless traction. 5. Rated Load: 3500 lb (1362 kg). 6. Rated Speed: 150 fpm (minimum). 7. Stops: 4 stops (emergency return to first level). 8. Operation System: Selective-collective automatic operation. 9. Auxiliary Operations:

a. Battery-powered automatic evacuation. b. Independent Service c. Automatic operation of lights and ventilation fans.

10. Car Enclosures:

a. Inside Width: Not less than 86 inches from side wall to side wall. b. Inside Depth: Not less than 57 inches from back wall to front wall (return

panels). c. Inside Height: Not less than 86 inches to underside of ceiling. d. Front Walls (Return Panels): Satin stainless steel, No. 4 finish. e. Car Fixtures: Satin stainless steel, No. 4 finish. f. Side and Rear Wall Panels: Plastic laminate. g. Reveals: Satin stainless steel, No. 4 finish. h. Door Faces (Interior): Satin stainless steel, No. 4 finish. i. Door Sills: Aluminum. j. Ceiling: Polished stainless steel, No. 8 finish. k. Handrails: 1/2 by 2 inches (13 by 50 mm) rectangular satin stainless steel,

No. 4 finish, at sides and rear of car. l. Floor prepared to receive carpet (specified in Section 096816 "Sheet

Carpeting").

11. Hoistway Entrances:

a. Width: 42 inches (1067 mm). b. Height: 84 inches (2134 mm). c. Type: Single-speed side sliding. d. Frames: Enameled or powder-coated steel. e. Doors: Satin stainless steel, No. 4 finish. f. Sills: Aluminum. g. Sills at Other Floors: Aluminum.

12. Hall Fixtures: Satin stainless steel, No. 4 finish. 13. Additional Requirements:

a. Provide inspection certificate in each car, mounted under acrylic cover with frame made from satin stainless steel, No. 4 finish.

b. Provide hooks for protective pads and one complete set of full-height protective pads.



2.4 TRACTION SYSTEMS

A. Elevator Machines: Variable-voltage, variable-frequency, ac-type hoisting machines and solid-state power converters.

1. Provide regenerative system. 2. Provide regenerative system that complies with the IgCC. 3. Limit total harmonic distortion of regenerated power to 5 percent per IEEE 519. 4. Provide means for absorbing regenerated power when elevator system is

operating on standby power. 5. Provide line filters or chokes to prevent electrical peaks or spikes from feeding

back into building power system.

B. Fluid for Hydraulic Buffers: Fire-resistant fluid.

C. Inserts: Furnish required concrete and masonry inserts and similar anchorage devices for installing guide rails, machinery, and other components of elevator work. Device installation is specified in another Section.

D. Machine Beams: Provide steel framing to support elevator hoisting machine and deflector sheaves from the building structure. Comply with Section 055000 "Metal Fabrications" for materials and fabrication.

E. Car Frame and Platform: Bolted- or welded-steel units.

F. Guides: Roller guides or polymer-coated, nonlubricated sliding guides. Provide guides at top and bottom of car and counterweight frames.

2.5 OPERATION SYSTEMS

A. General: Provide manufacturer's standard microprocessor operation systems as required to provide type of operation indicated.

B. Group Automatic Operation with Demand-Based Dispatching: Provide group automatic system that assigns cars to hall calls based on a dispatching program designed to minimize passenger wait time. System automatically adjusts to demand changes for different traffic conditions including heavy incoming, heavy two-way, heavy outgoing, and light off-hours as variations of normal two-way traffic.

1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. Fujitec America, Inc.; Millennium. b. KONE Inc.; KCM 831. c. Mitsubishi Electric Corporation; Sigma AI-2200C. d. Otis Elevator Co.; Elevonic. e. Schindler Elevator Corp.; Miconic TX. f. ThyssenKrupp Elevator; Traflomatic.

C. Auxiliary Operations:



1. Single-Car Battery-Powered Automatic Evacuation: If power fails and car is at a floor, it remains at that floor, opens its doors, and shuts down. If car is between floors, it moves to the next floor above or below, opens its doors, and shuts down. System includes rechargeable battery and automatic recharging system.

2. Independent Service: Keyswitch in car-control station removes car from group operation and allows it to respond only to car calls. Key cannot be removed from keyswitch when car is in independent service. When in independent service, doors close only in response to door close button.

3. Automatic Operation of Lights and Fan: When elevator is stopped and unoccupied with doors closed, lighting, ventilation fan, and cab displays are de-energized after five minutes and are re-energized before car doors open.

2.6 DOOR REOPENING DEVICES

A. Infrared Array: Provide door reopening device with uniform array of 36 or more microprocessor-controlled, infrared light beams projecting across car entrance. Interruption of one or more light beams shall cause doors to stop and reopen.

B. Nudging Feature: After car doors are prevented from closing for predetermined adjustable time, through activating door reopening device, a loud buzzer shall sound and doors shall begin to close at reduced kinetic energy.

2.7 CAR ENCLOSURES

A. General: Provide enameled or powder-coated steel car enclosures to receive removable wall panels, with removable car roof, access doors, power door operators, and ventilation.

1. Provide standard railings complying with ASME A17.1/CSA B44 on car tops where required by ASME A17.1/CSA B44.

B. Materials and Finishes: Manufacturer's standards, but not less than the following:

1. Subfloor: Exterior, underlayment grade plywood, not less than 5/8-inch (15.9-mm) nominal thickness.

2. Floor Finish: Specified in Section 096813 "Tile Carpeting”. 3. Plastic-Laminate Wall Panels: Plastic laminate adhesively applied to 1/2-inch

(13-mm) fire-retardant-treated particleboard with plastic-laminate panel backing and manufacturer's standard protective edge trim. Panels shall have a flame-spread index of 25 or less, when tested according to ASTM E 84. Plastic-laminate color, texture, and pattern as selected by Architect from plastic-laminate manufacturer's full range.

4. Fabricate car with recesses and cutouts for signal equipment. 5. Fabricate car door frame integrally with front wall of car. 6. Enameled or Powder-Coated Steel Doors: Flush, hollow-metal construction;

fabricated from cold-rolled steel sheet. Provide with factory-applied enamel or powder-coat finish; colors as selected by Architect from manufacturer's full range.

7. Stainless-Steel Doors: Flush, hollow-metal construction; fabricated from stainless-steel sheet or by laminating stainless-steel sheet to exposed faces and



edges of enameled or powder-coated steel doors using adhesive that fully bonds metal to metal without telegraphing or oil-canning.

8. Sills: Extruded or machined metal, with grooved surface, 1/4 inch (6.4 mm) thick. 9. Luminous Ceiling: Fluorescent light fixtures and ceiling panels of translucent

acrylic or other permanent rigid plastic. 10. Metal Ceiling: Flush panels, with four low-voltage downlights in each panel. 11. Light Fixture Efficiency: Not less than 35 lumens/W. 12. Ventilation Fan Efficiency: Not less than 3.0 cfm/W (1.4 L/s per W).

2.8 HOISTWAY ENTRANCES

A. Hoistway Entrance Assemblies: Manufacturer's standard horizontal-sliding, door-and-frame hoistway entrances complete with track systems, hardware, sills, and accessories. Frame size and profile shall accommodate hoistway wall construction.

1. Where gypsum board wall construction is indicated, frames shall be self-supporting with reinforced head sections.

B. Fire-Rated Hoistway Entrance Assemblies: Door and frame assemblies shall comply with NFPA 80 and be listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, based on testing at as close-to-neutral pressure as possible according to NFPA 252 or UL 10B.

1. Fire-Protection Rating: 1-1/2 hours with 30-minute temperature rise of 450 deg F (250 deg C).

C. Materials and Fabrication: Manufacturer's standards, but not less than the following:

1. Enameled or Powder-Coated Steel Frames: Formed from cold- or hot-rolled steel sheet. Provide with factory-applied enamel or powder-coat finish; colors as selected by Architect from manufacturer's full range.

2. Steel Subframes: Formed from cold- or hot-rolled steel sheet, with factory-applied enamel or powder-coat finish or rust-resistant primer. Fabricate to receive applied finish as indicated.

3. Stainless-Steel Frames: Formed from stainless-steel sheet. 4. Star of Life Symbol: Identify emergency elevators with star of life symbol, not less

than 3 inches (76 mm) high, on both jambs of hoistway door frames. 5. Stainless-Steel Doors: Flush, hollow-metal construction; fabricated from

stainless-steel sheet or by laminating stainless-steel sheet to exposed faces and edges of enameled or powder-coated steel doors using adhesive that fully bonds metal to metal without telegraphing or oil-canning.

6. Sills: Extruded or machined metal, with grooved surface, 1/4 inch (6.4 mm) thick. 7. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive,

nongaseous grout complying with ASTM C 1107/C 1107M.



2.9 SIGNAL EQUIPMENT

A. General: Provide hall-call and car-call buttons that light when activated and remain lit until call has been fulfilled. Provide vandal-resistant buttons and lighted elements illuminated with LEDs.

B. Car-Control Stations: Provide manufacturer's standard recessed or semirecessed car-control stations. Mount in return panel adjacent to car door unless otherwise indicated.

1. Mark buttons and switches for required use or function. Use both tactile symbols and Braille.

2. Provide "No Smoking" sign matching car-control station, either integral with car-control station or mounted adjacent to it, with text and graphics as required by authorities having jurisdiction.

C. Emergency Communication System: Two-way voice communication system, with visible signal, which dials preprogrammed number of monitoring station and does not require handset use. System is contained in flush-mounted cabinet, with identification, instructions for use, and battery backup power supply.

D. Firefighters' Two-Way Telephone Communication Service: Provide flush-mounted cabinet or telephone jack in each car and required conductors in traveling cable for firefighters' two-way telephone communication service specified in Section 283111 "Digital, Addressable Fire-Alarm System."

E. Car Position Indicator: Provide illuminated, digital-type car position indicator, located above car door or above car-control station. Also, provide audible signal to indicate to passengers that car is either stopping at or passing each of the floors served. Include travel direction arrows if not provided in car-control station.

F. Hall Push-Button Stations: Provide one hall push-button station at each landing.

1. Provide manufacturer's standard wall-mounted units. 2. Equip units with buttons for calling elevator and for indicating desired direction of

travel. 3. Equip units with buttons for calling elevator and for indicating direction of travel or

destination as required by system. Provide a signaling system to verify floor selection, where destination registration is required, and to direct passengers to appropriate car.

a. Provide a means for passengers to indicate that they have disabilities so control system can allow extra room in assigned car.

b. Provide for connecting units that require destination registration to building security access system so a card reader can be used to register calls.

4. Provide telephone jack in each unit for firefighters' two-way telephone communication service specified in Section 283111 "Digital, Addressable Fire-Alarm System."

G. Hall Lanterns: Units with illuminated arrows; but provide single arrow at terminal landings. Provide one of the following:



1. Manufacturer's standard wall-mounted units, for mounting above entrance frames.

2. Units with flat faceplate for mounting with body of unit recessed in wall and with illuminated elements projecting from faceplate for ease of angular viewing.

H. Hall Annunciator: With each hall lantern, provide audible signals indicating car arrival and direction of travel. Signals sound once for up and twice for down.

1. At manufacturer's option, audible signals may be placed on cars.

I. Standby Power Elevator Selector Switches: Provide switches, as required by ASME A17.1/CSA B44, where indicated. Adjacent to switches, provide illuminated signal that indicates when normal power supply has failed.

J. Fire-Command-Center Annunciator Panel: Provide panel containing illuminated position indicators for each elevator, clearly labeled with elevator designation; include illuminated signal that indicates when elevator is operational and when it is at the designated emergency return level with doors open. Provide standby power elevator selector switch(es), as required by ASME A17.1/CSA B44, adjacent to position indicators. Provide illuminated signal that indicates when normal power supply has failed.

K. Emergency Pictorial Signs: Fabricate from materials matching hall push-button stations, with text and graphics as required by authorities having jurisdiction, indicating that in case of fire, elevators are out of service and exits should be used instead. Provide one sign at each hall push-button station unless otherwise indicated.

2.10 FINISH MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, commercial steel, Type B, exposed, matte finish.

B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, commercial steel, Type B, pickled.

C. Stainless-Steel Sheet: ASTM A 240/A 240M, Type 304.

D. Textured Stainless-Steel Sheet: ASTM A 240/A 240M, Type 304 with embossed texture rolled into exposed surface. 1. Metal surface is satin polished after texturing.

E. Stainless-Steel Bars: ASTM A 276, Type 304.

F. Stainless-Steel Tubing: ASTM A 554, Grade MT 304.

G. Bronze Plate and Sheet: ASTM B 36/B 36M, Alloy UNS No. C28000 (muntz metal).

H. Bronze Extrusions: ASTM B 455, Alloy UNS No. C38500 (architectural bronze).

I. Bronze Tubing: ASTM B 135 (ASTM B 135M), Alloy UNS No. C23000 (red brass, 85 percent copper).



J. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), Alloy 6063.

K. Nickel Silver Extrusions: ASTM B 151/B 151M, Alloy UNS No. C74500 or UNS No. C77600.

L. Plastic Laminate: High-pressure type complying with NEMA LD 3, Type HGS for flat applications.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine elevator areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. Examine hoistways, hoistway openings, pits, and machine rooms as constructed; verify critical dimensions; and examine supporting structure and other conditions under which elevator work is to be installed.

B. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Comply with manufacturer's written instructions.

B. Welded Construction: Provide welded connections for installing elevator work where bolted connections are not required for subsequent removal or for normal operation, adjustment, inspection, maintenance, and replacement of worn parts. Comply with AWS standards for workmanship and for qualifications of welding operators.

C. Sound Isolation: Mount rotating and vibrating equipment on vibration-isolating mounts to minimize vibration transmission to structure and structure-borne noise due to elevator system.

D. Lubricate operating parts of systems, including ropes, as recommended by manufacturers.

E. Alignment: Coordinate installation of hoistway entrances with installation of elevator guide rails for accurate alignment of entrances with car. Where possible, delay final adjustment of sills and doors until car is operable in shaft. Reduce clearances to minimum, safe, workable dimension at each landing.

F. Leveling Tolerance: 1/8 inch (3 mm), up or down, regardless of load and travel direction.



G. Set sills flush with finished floor surface at landing. Fill space under sill solidly with nonshrink, nonmetallic grout.

H. Locate hall signal equipment for elevators as follows unless otherwise indicated:

1. For groups of elevators, locate hall push-button stations between two elevators at center of group or at location most convenient for approaching passengers.

2. Place hall lanterns either above or beside each hoistway entrance. 3. Mount hall lanterns at a minimum of 72 inches (1829 mm) above finished floor.

3.3 FIELD QUALITY CONTROL

A. Acceptance Testing: On completion of elevator installation and before permitting elevator use (either temporary or permanent), perform acceptance tests as required and recommended by ASME A17.1/CSA B44 and by governing regulations and agencies.

B. Operating Test: Load elevator to rated capacity and operate continuously for 30 minutes over full travel distance, stopping at each level and proceeding immediately to the next. Record temperature rise of elevator machine during 30-minute test period. Record failure to perform as required.

C. Advise Owner, Architect, and authorities having jurisdiction in advance of dates and times that tests are to be performed on elevators.

3.4 PROTECTION

A. Temporary Use: Comply with the following requirements for elevator used for construction purposes:

1. Provide car with temporary enclosure, either within finished car or in place of finished car, to protect finishes from damage.

2. Provide strippable protective film on entrance and car doors and frames. 3. Provide padded wood bumpers on entrance door frames covering jambs and

frame faces. 4. Provide other protective coverings, barriers, devices, signs, and procedures as

needed to protect elevator and elevator equipment. 5. Do not load elevators beyond their rated weight capacity. 6. Engage elevator Installer to provide full maintenance service. Include preventive

maintenance, repair or replacement of worn or defective components, lubrication, cleanup, and adjustment as necessary for proper elevator operation at rated speed and capacity. Provide parts and supplies same as those used in the manufacture and installation of original equipment.

7. Engage elevator Installer to restore damaged work, if any, so no evidence remains of correction. Return items that cannot be refinished in the field to the shop, make required repairs and refinish entire unit, or provide new units as required.



3.5 MAINTENANCE SERVICE

A. Initial Maintenance Service: Beginning at Substantial Completion, maintenance service shall include 12 months' full maintenance by skilled employees of elevator Installer. Include monthly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper elevator operation at rated speed and capacity. Parts and supplies shall be manufacturer's authorized replacement parts and supplies.

1. Perform maintenance during normal working hours. 2. Perform emergency callback service during normal working hours with response

time of two hours or less. 3. Include 24-hour-per-day, 7-day-per-week emergency callback service with

response time of two hours or less.

3.6 DEMONSTRATION

A. Engage a factory-authorized service representative to train Owner's maintenance personnel to operate, adjust, and maintain elevator(s).

B. Check operation of[ elevator with Owner's personnel present before date of Substantial Completion and again not more than one month before end of warranty period. Determine that operation systems and devices are functioning properly.

END OF SECTION 142100

1

A100-A105SCALE: 1" = 1'-0"

WALL TYPE 1 (EXTERIOR)3

68 7

1112 10

4

5 WALL TYPE 5 (METAL 2-HOUR SHAFT)

9

2 WALL TYPE 2 (EXTERIOR)WALL TYPE 3 (CMU 2-HOUR RATED)WALL TYPE 4 (WOOD 2-HOUR RATED)

WALL TYPE 6 (WOOD TENANT SEP.)

WALL TYPE 10 (CMU @ SEPARATION)

WALL TYPE 8 (METAL PARTITION)

WALL TYPE 9 (METAL PARTITION)

WALL TYPE 7 (METAL FURRING)

No drawing shall be recognized as a

construction document unless it bears

a blue inked registration seal.

SHEET

ORIGINAL DATE

REVISION DATE

DRAWING STATUS

OFFICE REVIEW

CONTRACT DRAWING

CLIENT REVIEW

PERMIT REVIEW

BID SET

CONSTRUCTION

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A100-A105SCALE: 1" = 1'-0"

A100-A105SCALE: 1" = 1'-0"

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A100-A105SCALE: 1" = 1'-0"

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A100-A105SCALE: 1" = 1'-0"

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A100-A105SCALE: 1" = 1'-0"

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A100-A105SCALE: 1" = 1'-0"


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1

1

658"

*UL DESIGN #U356

5/8" TYPE "X" GWB (MOISTURE RESISTANT AT WETLOCATIONS)

2x6 WOOD STUDS @ 16" O.C.- SEE STRUCT. DWGSFOR ADDT'L INFO.

512"

58"1

2"

5.5" HIGH-DENSITY FIBERGLASS BATTINSULATION (R-21 MIN.)

6 MIL POLY VAPOR BARRIER

VARIES

1/2" PLYWOOD SHEATHING- SEE STRUCT. DWGS.FOR ADDT'L INFO.- PROVIDE FIRE-RETARDANTTREATED AT WALLS WITHIN 10' OF PROPERTY LINE

EXTERIOR SIDING: VINYL OR CEMENTITIOUSSIDING- SEE EXTERIOR ELEVATIONS

(1-HOUR BEARING WALL)

EXTERIOR INTERIOR

34"

PRESSURE TREATED FURRING- AS INDICATED, ORAS REQUIRED BY SIDING MFR.

AIR PENETRATION & WATER BARRIERBUILDING WRAP

STC DESIGN RATING: >50IIC DESIGN RATING: >50

PROVIDE CONT. CAULKED AIR SEAL AT ALLTHERMAL BARRIER WALLS, TYP.

1 4"

BASE

P.T. SILL ATTACHED TO CONCRETE W/ POWDERACTUATED FASTENERS PER STRUCTURAL DRAWINGS,FASTEN TO WOOD PER STRUCTURAL GENERAL NOTES

PROVIDE CONT. SILL SEAL PER STRUCTURALDRAWINGS

GAP

(PROVIDE UL DESIGN #V311 < 10 FEET OF PROPERTY LINES)

658"



512"

58"1

2"

5.5" HIGH-DENSITY FIBERGLASS BATTINSULATION (R-21 MIN.)

6 MIL POLY VAPOR BARRIER

VARIES

1/2" PLYWOOD SHEATHING- SEE STRUCT. DWGS. FORADDT'L INFO.- PROVIDE FIRE-RETARDANT TREATED ATWALLS WITHIN 10' OF PROPERTY LINE

EXTERIOR SIDING: VINYL OR CEMENTITIOUSSIDING- SEE EXTERIOR ELEVATIONS


EXTERIOR INTERIOR

2x PRESSURE TREATED FURRING- AS INDICATED.

AIR PENETRATION & WATER BARRIERBUILDING WRAP

STC DESIGN RATING: >50IIC DESIGN RATING: >50


1 4"

BASE

P.T. SILL ATTACHED TO CONCRETE W/ POWDERACTUATED FASTENERS PER STRUCTURAL DRAWINGS,FASTEN TO WOOD PER STRUCTURAL GENERAL NOTES

PROVIDE CONT. SILL SEAL PER STRUCTURALDRAWINGS

GAP

312"

*UL DESIGN #U356(PROVIDE UL DESIGN #V311 < 10 FEET OF PROPERTY LINES)*UL DESIGN #U914

8" CMU (CLASS D-2)- SEE STRUCTURALDRAWINGS FOR REINFORCEMENT ANDADDITIONAL INFORMATION


758"

STC DESIGN RATING: >50 IIC DESIGN RATING: >50

EXTERIORINTERIOR(SHAFT)

1'-214"

2x6 WOOD STUDS @ 16" O.C.- SEE STRUCT.DWGS FOR ADDT'L INFO.

5/8" TYPE "X" GWB (MOISTURE RESISTANTAT WET LOCATIONS)

58"

3" SOUND BATT INSULATION

512"

12"

8"

TWO (2) LAYERS 5/8" TYPE "X" GWB EACHSIDE (MOISTURE RESISTANT AT WETLOCATIONS)- ALTERNATE: PROVIDE ONELAYER 34" TYPE "X" GWB EACH SIDE

2x6 WOOD STUDS @ 24" O.C.- SEESTRUCT. DWGS FOR ADDT'L INFO.

512"

58"5

8"


*UL DESIGN #U301(2-HOUR BEARING WALL)STC DESIGN RATING: 56IIC DESIGN RATING: >50

58" 5

8"

1" GWB LINER PANEL

34" TYPE "X" GWB

"C-H" METAL STUDS @ 24" O.C.

212"

34"1"

(2-HOUR SHAFT WALL)

414"

*UL DESIGN #U415

SHAFT INTERIOR


778"

5/8" TYPE "X" GWB (MOISTURE RESISTANT ATWET LOCATIONS)

512"

58"5

8"


58"

1/2" RESILIENT METAL FURRING CHANNELS @ 24" O.C.

6" SOUND BATT INSULATION- SEE ALTERNATESPECIFICATION TO FILL WALL CAVITY WITHDENSE-PACK CELLULOSE INSULATION


12"

DOUBLE LAYER (2) 5/8" TYPE "X" GWB (MOISTURERESISTANT AT WET LOCATIONS)- PROVIDESINGLE-LAYER GWB AND 12" PLYWOOD AT SHEARWALL LOCATIONS- SEE STRUCT. DWGS. FORADDT'L INFO.


1 4"

BASE

GAP

NOTE: SEE STRUCTURAL DRAWINGS FOR SHEARWALLLOCATIONS, AND SHEATHING REQUIREMENTS.-SHEATHING TO REPLACE RESILIENT CHANNELS WHENNEEDED ON ONE SIDE.-SHEATHING TO REPLACE RESILIENT CHANNEL ANDINNER LAYER OF GWB. WHEN NEEDED ON BOTH SIDES.

714"

5/8" TYPE "X" GWB EACH SIDE(MOISTURE RESISTANT AT WETLOCATIONS)

6" METAL STUDS @ 24" O.C.

6"58"5

8"

PROVIDE 3" SOUND BATTINSULATION AT ALL BATHROOMAND BEDROOM WALLS

478"

5/8" TYPE "X" GWB EACH SIDE(MOISTURE RESISTANT AT WETLOCATIONS)

3-5/8" METAL STUDS @ 24" O.C.

358" 5

8"58"

PROVIDE 3" SOUND BATTINSULATION AT ALL BATHROOMAND BEDROOM WALLS

414"

3-5/8" METAL STUD @ 24" O.C.

5/8" TYPE "X" GWB (MOISTURE RESISTANTAT WET LOCATIONS)

58"


358"

*UL DESIGN #U914

8" CMU (CLASS D-2)- SEE STRUCTURALDRAWINGS FOR REINFORCEMENT ANDADDITIONAL INFORMATION


758"


EXTERIORINTERIOR(SHAFT)

1'-278"

12" 51

2"58"5

8"



DOUBLE LAYER (2) 5/8" TYPE "X" GWB (MOISTURERESISTANT AT WET LOCATIONS)- PROVIDESINGLE-LAYER GWB AND 12" PLYWOOD AT SHEARWALL LOCATIONS- SEE STRUCT. DWGS. FORADDT'L INFO.


1 4" G

AP

GAP PROVIDED TO ACCOMMODATE IRREGULARSURFACE FROM POSSIBILITY OF ONE-SIDEDCONSTRUCTION OF SHAFT

4"

1/2" MDO PLYWOOD- PAINTED

2x4 WOOD STUDS @ 16" O.C.

312"

12"

LIVING ROOM CABINET

1 4"

BASE

P.T. SILL ATTACHED TO CONCRETE W/ POWDERACTUATED FASTENERS, FASTEN TO WOOD PERSTRUCTURAL GENERAL NOTES

GAP

734"



512"

12"

1/2" PLYWOOD SHEATHING- SEE STRUCT. DWGS.FOR ADDT'L INFO.

INTERIOR

58"

1 4"

BASE GAP

12"

58"

INTERIOR

NOTE: SEE STRUCTURAL DRAWINGS FOR SHEARWALLLOCATIONS, AND SHEATHING REQUIREMENTS.




48 HAMPSHIRE STREET

Drawing List

G001 - LEGEND, SYMBOLS, AND ABBREVIATIONS

New Construction of:

ARCHITECT:

7 BENNETT ROAD

(P) 207-865-9475

FREEPORT, MAINE 04032

BENNETT ENGINEERING

MECHANICAL & ELECTRICAL ENGINEERS:

G000 - TITLE SHEET

C501 - SITE DETAILS

ISSUED FOR CONSTRUCTION : 20 FEBRUARY 2019

48 Hampshire Street, Auburn, Maine 04210

TWO GREAT FALLS PLAZA

(P) 207-784-2941

AUBURN, MAINE 04210

PLATZ ASSOCIATES

(F) 207-784-3856

58 MAYBERRY ROAD

(P) 207-989-4824

GRAY, MAINE 04039

SHELLEY ENGINEERING, INC.

STRUCTURAL ENGINEER:

Site Location Map:

C502 - SITE DETAILS

A001 - WALL TYPES

A104 - ROOF PLAN

A120 - ENLARGED LIVING UNIT PLANS

A200 - EXTERIOR ELEVATIONS

A600 - INTERIOR KITCHEN ELEVATIONS

A610 - INTERIOR DETAILS

S2 - SECOND FLOOR FRAMING PLAN

S3 - THIRD FLOOR FRAMING PLAN

S4 - FOURTH FLOOR FRAMING PLAN

S1 - FOUNDATION PLAN

E100 - FIRST FLOOR LIGHTING PLAN

E101 - SECOND FLOOR LIGHTING PLAN

E200 - FIRST FLOOR POWER PLAN

E201 - SECOND FLOOR POWER PLAN

E202 - THIRD FLOOR POWER PLAN

E203 - FOURTH FLOOR POWER PLAN

A005 - FINISH SCHEDULE

A501 - DOOR DETAILS

A002 - FLOOR & ROOF TYPES

A500 - WINDOW & DOOR DETAILS


M102 - THIRD FLOOR MECHANICAL PLAN

M104 - ROOF MECHANICAL PLAN

M100 - FIRST FLOOR MECHANICAL PLAN

M101 - SECOND FLOOR MECHANICAL PLAN

M103 - FOURTH FLOOR MECHANICAL PLAN

Platz Project: #201712, MaineHousing Project: MSHA-RLP-1676

C101 - PROPOSED SITE PLAN


A300 - STAIR #1 PLANS & SECTION

C102 - PROPOSED UTILITY PLAN

C503 - SITE DETAILS

A103 - FOURTH FLOOR PLAN

A102 - THIRD FLOOR PLAN

A100 - FIRST FLOOR PLAN

A101 - SECOND FLOOR PLAN

A220 - BUILDING SECTIONS

S5 - ROOF FRAMING PLAN

S6 - BUILDING SECTIONS

S7 - SECTIONS / DETAILS

A502 - EXTERIOR DETAILS

E102 - THIRD FLOOR LIGHTING PLAN

E103 - FOURTH FLOOR LIGHTING PLAN

E300 - ENLARGED PLANS 1 & 2 BEDROOM UNITS

E301 - ENLARGED PLANS 3 BEDROOM UNITS

Code Review

P.O. BOX 639

BREWER, MAINE 04412

465 SOUTH MAIN STREET

C.E.S.

CIVIL ENGINEER:

APPLICABLE STANDARDS

Maine Uniform Building & Energy Code (MUBEC)

International Building Code (IBC) 2015

International Existing Building Code (IEBS) 2015

International Residential Code (IRC) 2015

International Energy Conservation Code (IECC) 2009

ASHRAE 62.1 Ventilation for Acceptable Indoor Air Quality 2013

ASHRAE 62.2 Ventilation for Acceptable Indoor Air Quality in Low-Rise Residential Buildings 2013

ASHRAE 90.1 Energy Standard for Buildings Except Low-Rise Residential Buildings 2013

ASTM E1465-06 Radon Standard (Maine Model Standard) 2008

NFPA 101 Life Safety Code 2018

NFPA 211 Chimney Code (Chapter 7) 2016

NFPA 1 Fire Prevention Code 2018

NFPA 72 Fire Alarm Code 2016

State Plumbing Code (Uniform Plumbing Code 2015)

NFPA 70 National Electric Code 2017

ADA 2009 and IBC (Chapter 11 - Accessibility) 2015

ANSI 117.1 2017

FFHA and FFHAG, Fair Housing Act (Design Manual)

State Fair Housing, Maine Human Rights Act

Section 504 (As satisfied by 2004 ADAAG with exceptions per HUD deeming notice)

Housing Quality Standards (HQS) Housing Choice Voucher (HCV) regulations, 24 CFR Pt 982

Uniform Physical Conditions Standard (UPCS)

Maine State Fire Marshal

CLASSIFICATION OF USE AND OCCUPANCY

International Building Code (IBC), 2015 Edition

Section 310.1: Use Group R-2, Residential Apartment Building

NFPA 101- Life Safety Code, 2018 Edition

Section 6.1.8.1.5: Residential (Apartment Building)

AREA & HEIGHT LIMITATIONS


Section 503.1 (via Table 503): 3-Stories allowed with Type V-A construction (4-Stories allowed with

exception, see Section 504.2)

Section 508.4.3: 12,000 sf per floor with Type V-A construction

APPROVAL SIGNATURES:

A003 - WINDOW & HOLLOW METAL FRAME TYPES

A503 - EXTERIOR DETAILS

E302 - ENLARGED DETAIL PLANS

E400 - WIRING DIAGRAMS

A601 - INTERIOR KITCHEN ELEVATIONS

AREA & HEIGHT EXCEPTIONS


Section 504.2 (via Table 503): 1-story additional height (4-story, 60' max) with automatic

sprinkler system

REQUIREMENTS BASED ON USE AND OCCUPANCY


Section 420.2: Walls separating dwelling units and dwelling units from other occupancies shall

be fire partitions per Section 709.

Section 420.3: Floor separating dwelling units and dwelling units from other occupancies shall

be horizontal assemblies per Section 712.

Section 508.2.5 (via Table 508.2.5): Incidental Use separation and/pr protection requirements

1-Hour Furnace Room (400,000 BTU/hour) separation requirement, or

fire-extinguishing system.

1-Hour Boiler Room (15 PSI and 10 HP) separation requirement, or fire-extinguishing

system.

1-Hour Laundry Room separation requirement, or automatic fire-extinguishing system.

1-Hour Trash Room separation requirement (greater than 100), or automatic

fire-extinguishing system.

1-Hour Storage Room separation and automatic sprinkler system requirement for

storage rooms over 100sf.


Section 420.5: Automatic sprinkler system per Section 903.2.8 required in Group R-2.

SPRINKLER TO BE NFPA 13 SYSTEM.

Section 420.6: Fire alarm and smoke detection systems per Section 907.2.9 required in Group

R-2.

NFPA 101- Life Safety Code, 2018 Edition

Section 7.1.3.1: Corridors serving as exit access for >30 people shall be constructed as

1-Hour Fire Rated.

Section 12.3.2.1.1: Fire resistance of walls enclosing high-pressure boilers and transformers

shall not be less than 1-Hour, or with sprinkler system.

CONSTRUCTION CLASSIFICATION


Section 602.5: Type V-A Construction. See Table 601 for required fire resistance ratings for

bldg elements.

Primary structural frame: 1 hour #

Bearing walls (exterior): 1 hour ^ #

Floor construction, Interior bearing walls: 1 hour *

Exterior non-bearing walls: See Table 602 (fire separation distance)

Roof construction: 1 hour (or HT) *

^= Not less than required in Table 602 (fire separation distance).

#= Not less than required in Section 704.10 (exterior structural members).

*= A sprinkler system in accordance with Section 903.3.1.1 (NFPA 13) shall be

substituted for 1-hour construction, except exterior walls, if not used for area or

height increases.

Table 602: Fire-resistance rating for exterior walls based on fire separation distance

X<5' separation * = 1-hour fire separation (Occupancy R),

5'<X<30' = 1-hour fire separation (Occupancy R)

OCCUPANT LOAD


Section 1004.1 (via Table 1004.1.2):

Use Group R, Residential = 200 sf/ person

NFPA 101- Life Safety Code 2018

Section 7.3.1.1.2: Where more than one means of egress is required, maintain 50/50 split of occupancy.

Section 7.3.1.2 (via Table 7.3.1.2)

Use Group R, Residential = 200 sf/ person

REQUIRED NUMBER OF EXITS


Section 1021.1 (via. Table 1021.1): Two means of egress required.


Section 7.4.1.1: Two means of egress required, unless single means allowed by Chapters 30.

REMOTENESS OF FIRE EXITS


Section 1015.2.1.ex-2: In buildings equipped throughout with an automatic sprinkler system, the minimum separation distance shall

be one-third of the length of the maximum overall diagonal dimension of the area served.


Section 7.5.1.3.3: In buildings equipped throughout with an automatic sprinkler system, the minimum separation distance shall be

one-third of the length of the maximum overall diagonal dimension.

LENGTH OF COMMON PATH AND TOTAL EXIT TRAVEL


Section 1014.3: Group R & M = 125' common path with sprinkler, Group S-2= 100' common path with <30 occupants.

Section 1016.1 (via. Table 1016.1): Group R & M = 250' total travel distance with sprinkler, Group S-2= 400' total travel distance

with sprinkler.


Section 30.2.5.3.2: Common path of travel shall not exceed 50' with sprinkler, not including within unit.

Section 30.2.5.4.2: Dead-end corridors shall not exceed 50' with sprinkler.

Section 30.2.6.3.2: Total travel distance from dwelling unit door to exit shall not exceed 200' with sprinkler.

ACCESSIBILITY


Section 1009.1: Where more than one means of egress are required from any accessible space, each accessible portion of the

space shall be served by not less than two accessible means of egress.

Section 1009.2: Each accessible means of egress shall be contiguous to a public way and shall consist of one or more of the

following elements; accessible routes, interior exit stairways, exit access stairways, exterior exit stairways, elevators, platform

lifts, horizontal exits, ramps, areas of refuge, or exterior areas for assisted rescue.


Section 7.5.4.1: Where more than one means of egress are required from any accessible space, other than in existing buildings,

each accessible portion of the space shall be served by not less than two accessible means of egress.

Section 7.5.4.1.1: Access within the allowable travel distance shall be provided to not less than one accessible area of refuge or

one accessible exit providing an accessible route to an exit discharge.

Section 7.5.4.5: To be considered part of an accessible means of egress, an elevator shall be in accordance with 7.2.12.2.4.

Dwelling Unit Summary:

A004 - DOOR TYPES & HARDWARE SCHEDULE

A201 - EXTERIOR ELEVATIONS

E000 -ELECTRICAL NOTES & SYMBOLS

34 THOMAS DRIVE

(P) 207-591-7600

WESTBROOK, MAINE 04092

BENCHMARK

CONSTRUCTION MANAGER:

(F) 207-591-7604

(P) 207-989-4824 (F) 207-989-4881

C100 - ALTA LAND TITLE SURVEY

A301 - STAIR #2 PLANS & SECTION

A602 - INTERIOR BATH ELEVATIONS

A603 - INTERIOR BATH ELEVATIONS

ADAPTABLE-TYPE B

401-BED: #106, 107, 108, 110, 203, 206, 207, 208,

210, 213, 214, 303, 306, 310, 314, 403, 406,410, 413, 414 = 20 UNITS

2-BED: #105, 111, 205, 211, 304, 305, 311, 312,404, 405, 411 = 11 UNITS

3-BED: #101, 201, 215, 301, 302, 315, 401, 402, 415= 9 UNITS

~ FEDERAL FAIR HOUSING ACT~ SECTION 504 (SATISFIED BY 2004 ADAAG W/ EXCEPTIONS)~ TITLE II AND III OF THE AMERICANS WITH DISABILITIES ACT (2009)~ MAINE HUMAN RIGHTS ACT/ STATE FAIR HOUSING ACT~ INTERNATIONAL BUILDING CODE (CHAPTER 11) 2015~ I.C.C./ANSI A117-2017

ACCESSIBLETENANT PARKING

~ 1 SPACE PER ACCESSIBLE (TYPE A) UNIT= 11 SPACES TOTAL(SEE SITE PLAN FOR DISPOSITION)

11

ADAPTABLE-HEARING & VISION

IMPAIRED(REQUIRED UNITS)-

TYPE B

21-BED: #313 (Sect. 504/ADAAG) = 1 UNIT


~ FEDERAL FAIR HOUSING ACT~ SECTION 504 (SATISFIED BY 2004 ADAAG W/ EXCEPTIONS)~ TITLE II AND III OF THE AMERICANS WITH DISABILITIES ACT (2009)~ MAINE HUMAN RIGHTS ACT/ STATE FAIR HOUSING ACT~ MAINE HUMAN RIGHTS ACT/ PUBLICALLY-FUNDED PROJECTS~ INTERNATIONAL BUILDING CODE (CHAPTER 11) 2015~ I.C.C./ANSI A117-2017

~ FEDERAL FAIR HOUSING ACT~ TITLE II AND III OF THE AMERICANS WITH DISABILITIES ACT (2009)~ MAINE HUMAN RIGHTS ACT/ STATE FAIR HOUSING ACT~ MAINE HUMAN RIGHTS ACT/ PUBLICALLY-FUNDED PROJECTS~ INTERNATIONAL BUILDING CODE (CHAPTER 11) 2015~ I.C.C./ANSI A117-2017

51-BED: #103, 409 = 2 UNITS

2-BED: #104, 204= 2 UNITS

ACCESSIBLE-TYPE A

(PLEDGED UNITS)

~ FEDERAL FAIR HOUSING ACT~ SECTION 504 (SATISFIED BY 2004 ADAAG W/ EXCEPTIONS)~ TITLE II AND III OF THE AMERICANS WITH DISABILITIES ACT (2009)~ MAINE HUMAN RIGHTS ACT/ STATE FAIR HOUSING ACT~ MAINE HUMAN RIGHTS ACT/ PUBLICALLY-FUNDED PROJECTS~ INTERNATIONAL BUILDING CODE (CHAPTER 11) 2015~ I.C.C./ANSI A117-2017

6

2-BED: #112 (Sect. 504/ADAAG), 212 = 2 UNITS


ACCESSIBLE-TYPE A

(REQUIRED UNITS)

STANDARDS REFERENCED:# UNIT TYPES:UNIT TYPE:

SUMMARY OF UNIT & ACCESSIBILITY FEATURES:

3-BED: #202 = 1 UNIT

1-BED: #109 (Sect. 504/ADAAG), 209, 309 = 3 UNITS

ACCESSIBLEVISITOR PARKING

~ 1 SPACE PER 25 VISITOR PARKING= 1 SPACE TOTAL(SEE SITE PLAN FOR DISPOSITION)

1

A400 - REFLECTED CEILING PLANS

S8 - SECTIONS / DETAILS

S9 - STRUCTURAL NOTES

M203 - THIRD FLOOR SANITARY PLAN

M205 - ROOF SANITARY PLAN

M201 - FIRST FLOOR SANITARY PLAN

M202 - SECOND FLOOR SANITARY PLAN

M204 - FOURTH FLOOR SANITARY PLAN

M303 - THIRD FLOOR PLUMBING PLAN

M301 - FIRST FLOOR PLUMBING PLAN

M302 - SECOND FLOOR PLUMBING PLAN

M304 - FOURTH FLOOR PLUMBING PLAN

M400 - MECHANICAL SCHEDULES AND LEGEND

M401 - MECHANICAL SCHEDULES AND DETAILS

M402 - MECHANICAL DETAILS

M403 - MECHANICAL DETAILS

E001 -ELECTRICAL SITE PLAN

E204 - ROOF POWER PLAN

E002 -ELECTRICAL SITE DETAILS

E401 - PANELBOARD SCHEDULES

Owner:

Contractor:

Architect:

MaineHousing:

Construction Lender: Date:

Date:

Date:

Date:

Date:Printed:

Printed:

Printed:

Printed:

Printed:

CONSTRUCTION SET Project No. 201712 Hampshire St. Housing · CONSTRUCTION SET Project No. 201712 Hampshire St. Housing 20 February 2019 Auburn, Maine ELECTRIC TRACTION ELEVATORS 142100

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