06 -057 Pages from 297 Haydenville plan set 2018-07-24PROJECT DESCRIPTION
Construction of a new utilty building housing equipment for the generation of private utility
electrical power
PROJECT LOCATION
ZONING DISTRICT: RR
APPLICABLE BUILDING CODE: MA 780 CMR NINTH EDITION, 2015 IBC
APPLICABLE ENERGY CODE: 2015 IECC
CONSTRUCTION TYPE: 1B
BUILDING HEIGHT: 100 FT
GROSS BUILDING AREA: 2,454 SF
BUILDING USE: Non-habitable tower with non-occupiable equipment platforms to be
accessed by personnel for maintenance of utility systems.
C COVER
ARCHITECTURAL
A-100 FOUNDATION & FIRST FLR PLANS
A-101 ROOF & ROOF FRAMING PLANS
A-102 TYPICAL FLOOR & FRAMING PLANS
A-200 BUILDING ELEVATIONS
A-201 BUILDING ELEVATIONS
A-300 BUILDING SECTIONS
A-400 WALL SECTIONS
A-401 WALL SECTIONS / INTERIOR
FRAMING ELEVATIONS
A-500 DETAILS
A-600 SCHEDULES
INDEX OF DRAWINGS
THOMAS DOUGLAS, R.A. MA
THOMAS DOUGLAS
ARCHITECTS, INC.
STRUCTURAL ENGINEER:
ISSUE DATE
196 Pleasant Street
Northampton, MA 01060
413-585-0641
http://www.tdouglasarchitects.com
ARCHITECT:
GENERAL NOTES
1. Contractor shall verify all dimensions and take own measurements at the job site before commencing work. Advise
architect of any error or discrepancy.
2. Contractor shall coordinate work of all trades, and installation of all equipment, items, or assemblies prior to
commencing work.
3. Contractor shall locate all existing utilities in areas of work. If utilities are to remain, provide adequate means of
support and protection during work.
4. Contractor shall consult and obtain permission from utility owners prior to commencement of work. Cooperate with
owner and utility company in keeping respective services and facilities in operation. Repair damaged utilities to
satisfaction of owner. Secure approval of connections to existing utilities from appropriate utility company and notify
local authorities prior to covering.
5. Under no circumstances shall any trench required for utility connections, etc. outside the property line be without
protective barricades nor be left open at the end of a day's work.
6. No open excavations shall be left open at the end of a day's work without adequate protective barricades to assure
public safety.
7. Install and maintain adequate bracing or shoring required to prevent filling-in or cave-ins of adjacent materials at all
times.
8. Remove all water and disturbed soil from excavations prior to commencing further work each day.
9. Contractors shall not damage the site beyond project limit lines. Any damage beyond project limit lines shall be
repaired immediately to owners' satisfaction.
10. Contractor shall maintain structural integrity of project during construction through bracing, guy wires, etc. See
structural for any additional notes.
11. Contractor shall perform work in accordance with all applicable federal, state, and local codes.
12. Structural drawings to be completed under separate contract by MA licensed Structural Engineer.
13. Mechanical, Electrical, Plumbing, Fire Protection, Fire Alarm drawings to be completed under separate contract per
design-build contractors.
14. Cathodic protection by others.
15. Submittals to Architect for review and approval: Product data, shop drawings, manufacturer's color brochures of
standard colors, for all items to be constructed into project.
16. Spray foam insulation shall include integral fire barrier or be protected with intumescent paint or other fire
barrier approved by authority having jurisdiction.
LOCUST MAP OR AERIAL IMAGE
PROJECT OWNERS:
7/24/2018
Client:
Mark Maynard
Flooid Power Systems, Inc.
58 Water Street
Holyoke, MA 01040
Carlo Schneller, PE, Senior Structural Engineer
EDM Architecture
Engineering Management
100 West Street
Pittsfield, MA 01201
888-336-6500
http://www.edm-ae.com
2 07/07/18 SCHEMATIC DESIGN
REVIEW
1 06/19/18 INITIAL REVIEW
3 07/24/18 PERMIT DRAWINGS
New Construction
FPS Tower
297 Haydenville Road
Leeds, MA 01053
SITEProject Address:
297 Haydenville Road
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
Project Title
project
FPS TOWER
297 Haydenville Road
Leeds, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/####
SF
TD
18-000
AS NOTED
2 07/07/18 SCHEMATIC DESIGN
REVIEW
1 06/19/18 INITIAL REVIEW
3 07/24/18 PERMIT DRAWINGS
BUILDING
ELEVATIONS
A-200
112.5° MIN. MIN.
4 1/8" MIN.
4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8" MIN.
4 1/8" MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN.
4 1/8"4 1/8"
Mechanical Level 1
-1"
Bottom Of Base Plate
0"
Mechanical Level 2
14'-8"
Mechanical Level 3
28'-8"
Mechanical Level 4
42'-8"
W1 D2
D1
NORTH ELEVATION
Scale: 1/4" = 1'-0"1
0 10 15 20 25 30 FT
HEAVY DUTY ALUMINUM CAGED EGRESS
LADDER AND PLATFORM WITH ACCESS
AT EACH LEVEL. SUPPORT PER
MANUFACTURER'S REQUIREMENTS.7'-8' ABOVE POINT OF ACCESS3'-6" TYP.VINYL SIDING AS SELECTED BY OWNER.
COLOR: TBD
ASPHALT SHINGLES AS SELECTED BY OWNER.
COLOR: TBD
SLOPE GRADE AWAY FROM
FOUNDATION AT PERIMETER
AZEK FASCIA BOARDS, TYPICAL.
CONTINUOUS FLASHING AT TOWER / ROOF JUNCTURE
Mechanical Level 1
-1"
Bottom Of Base Plate
0"
Mechanical Level 2
14'-8"
Mechanical Level 3
28'-8"
Mechanical Level 4
42'-8"
EAST ELEVATION
Scale: 1/4" = 1'-0"2
AZEK RAKE FASCIA AND RAKE
BOARDS, TYPICAL.
CONTINUOUS FLASHING AT
TOWER / ROOF JUNCTURE
112.5° MIN. MIN.
4 1/8" MIN.
4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8" MIN.
4 1/8" MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN.
4 1/8"4 1/8"
Mechanical Level 6
70'-8"
Tower Platform Level
84'-8"
Ventilation / Window Level
89'-2 3/4"
Top Plate
92'-0 3/4"
W3
W3
L1
L1
ALUMINUM WIRE RAIL AND POSTS
(WITH NO ACCESS TO TOWER PLATFORM LEVEL)
COLOR: TBD
ALUMINUM WIRE RAIL AND POSTS
(WITH NO ACCESS TO VENT / WINDOW LEVEL)
COLOR: TBD
25YR LOW-SLOPE STANDING SEAM METAL ROOF.
COLOR: TBD
25YR LOW-SLOPE STANDING SEAM METAL ROOF.
COLOR: TBD
Mechanical Level 6
70'-8"
Tower Platform Level
84'-8"
Ventilation / Window Level
89'-2 3/4"
Top Plate
92'-0 3/4"
W3
W3
L1
L1
CURVED CORRUGATED METAL SIDING BY
ATAS INTERNATIONAL OR APPROVED EQUAL.
COLOR: TBD
Mechanical Level 5
56'-8"
135°135°8"8"6'-10 5/8" TYP.Mechanical Level 5
56'-8"
Architects, Inc.
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects.com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
THOMAS DOUGLAS
Rev Date Description
Project Title
project
FPS TOWER
297 Haydenville Road
Leeds, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Project North
Sheet Title
Scale:
##/##/####
SF
TD
18-000
AS NOTED
2 07/07/18 SCHEMATIC DESIGN
REVIEW
1 06/19/18 INITIAL REVIEW
3 07/24/18 PERMIT DRAWINGS
BUILDING
SECTIONS
A-300
Mechanical Level 1
-1"
Top Plate
9'-11"4'-0"BUILDING SECTION
Scale: 1/4" = 1'-0"1
12
5
1
A-400
4 1/8" MIN. MIN.135° MIN. MIN. MIN. MIN.
4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8" MIN.
4 1/8" MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN.135°8"8"
8"8"
MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN.
4 1/8" MIN.
Mechanical Level 1
-1"
Bottom Of Base Plate
0"
Mechanical Level 2
14'-8"
Mechanical Level 3
28'-8"4'-8"TOWER SECTION
Scale: 1/4" = 1'-0"3
TYPICAL MAINTENANCE UTILITY
LADDER AT EACH LEVEL. BOLT
TO FLOOR JOISTS AND TO WALL
STUDS.
3
A-500
1
A-401
1'-0"1'-0" TYP.42" MIN.30" MIN.
CLEAR
4 1/8" MIN. MIN.135° MIN. MIN. MIN. MIN.
4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8"4 1/8" MIN.
4 1/8" MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN.135°8"8"
8"8"
MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN.
4 1/8" MIN.
Mechanical Level 6
70'-8"
Tower Platform Level
84'-8"
Ventilation / Window Level
89'-2 3/4"
Top Plate
92'-0 3/4"
3
A-400
135°135°8"8"6'-10 5/8" TYP.Mechanical Level 1
-1"
Bottom Of Base Plate
0"
Mechanical Level 2
14'-8"
Mechanical Level 3
28'-8"5'-0"BUILDING/TOWER SECTION
Scale: 1/4" = 1'-0"2
0 10 15 20 25 30 FT
CLOSED CELL SPRAY FOAM BETWEEN ALL ROOF
TRUSSES AND LADDER FRAMING. FILL CAVITY.
STEEL COLUMNS, GIRDERS, BEAMS AND
CONCRETE FOUNDATION PER
STRUCTURAL.135°135°8"8"6'-10 5/8" TYP.Mechanical Level 6
70'-8"
Tower Platform Level
84'-8"
Ventilation / Window Level
89'-2 3/4"
Top Plate
92'-0 3/4"135°135°8"8"6'-10 5/8" TYP.Mechanical Level 4
42'-8"
4 1/8" MIN. MIN.135° MIN. MIN. MIN. MIN.
4 1/8"
4 1/8"
4 1/8"
4 1/8"
4 1/8"
4 1/8"
4 1/8"
4 1/8"
4 1/8"
4 1/8" MIN.
4 1/8" MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN.135°8"8"
8"8"
MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN. MIN.
4 1/8" MIN.
Mechanical Level 5
56'-8"