National Institute of Standards and Technology
NIST Campus
Gaithersburg, MD
Net Zero Energy Residential Test Facility
DRAWING LIST
A
S
o
PROJECT DESCRIPTION
These plans describe an energy efficient net zero single family home to be built in Gaithersburg, MD. The home has four bedrooms, three full baths and a full
basement.The drawing set and specifications were developed by Building Science Corporation with support from the Department of Energy's Building America
Program. The home will be registered under USGBC's LEED for Homes program and will target Platinum Certification. During project planning and construction,
all efforts should be made to meet the goals of this project.
BUILDING CODE
These plans are submitted under the 2009 Edition of the International Residential Code For One-and Two-Family Dwellings.
SQUARE FOOTAGES - Area calculations according to ANSI Z765-2003
Basement
First Floor
Second Floor
1,518 sq. ft.
1,518 sq. ft.
1,191 sq. ft.
PROJECT TEAM
CLIENT
MEP ENGINEER
SPECIFICATIONS CONSULTANT
National Institute of Standards and Technology
100 Bureau Drive
Gaithersburg, MD 20899
Contact: Hunter Fanney
EBL Engineers, LLC
8005 Harford Road
Baltimore, MD 21234
Contact: Ed Hubner
(410) 668-8000
ehubner@eblengineers.com
Kalin Associates
1121 Washington Street
Newton, MA 02465
Contact: Mark Kalin
(617) 964-5477
mkalin@kalinassociates.com
(301)975-5900
hunter.fanney@nist.gov
ARCHITECT
LEED for HOMES PROVIDER
CONSTRUCTION MANAGER
Building Science Corporation
30 Forest Street
Somerville, MA 02143
Contact: Betsy Pettit
(978)589-5100
betsy@buildingscience.com
Everyday Green
1877 Ingleside Terrace NW
Washington, DC 20010
Contact: Andrea Foss
(202)213-6984
andrea@everydaygreen.com
Jacobs Engineering Group, Inc.
Contact:
Building Science Corporation
30 Forest Street
Somerville, MA 02143
978.589.5100
Contact: Betsy Pettit
betsy@buildingscience.com
ARCHITECTURAL
FIRE PROTECTION
A-001
A-101
A-101A
A-102
A-103
A-104
A-105
A-106
A-107
A-108
A-109
A-110
A-111
A-112
A-113
A-114
A-115
A-121
DESIGN CRITERIA, ABBREVIATIONS, & GEN. STRUCTURAL NOTES
ARCHITECTURAL SITE PLAN
ARCHITECTURAL SITE PLAN DETAILS
FOUNDATION PLAN
BASEMENT PLAN
FIRST FLOOR FRAMING PLAN
FIRST FLOOR PLAN
FIRST FLOOR KEY PLAN & WALL FRAMING ELEVATIONS
SCREEN PORCH & GARAGE KEY PLANS & WALL FRAMING ELEVS.
SECOND FLOOR & LOWER ATTIC FRAMING PLAN
SECOND FLOOR PLAN
SECOND FLOOR KEY PLAN & WALL FRAMING ELEVATIONS
ATTIC FRAMING PLAN
ROOF FRAMING PLAN
ROOF PLAN
LOWER ROOF OVERHANG FRAMING PLAN
UPPER ROOF OVERHANG FRAMING PLAN
FIRST AND SECOND FLOOR REFLECTED CEILING PLANS
F-001
FIRE PROTECTION GENERAL NOTES, LEGEND, AND ABBREVIATIONS
F-101
F-102
F-103
F-104
BASEMENT FLOOR PLAN
FIRST FLOOR PLAN
SECOND FLOOR PLAN
ATTIC FLOOR PLAN
F-601
FIRE PROTECTION DETAILS AND MATRIX
A-201
A-202
A-203
A-204
A-205
A-206
A-207
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
A-301
A-302
A-303
A-304
A-305
BUILDING SECTION
BUILDING SECTION
BUILDING SECTION
BUILDING SECTION
A-401
A-402
WALL SECTIONS & DETAILS
WALL SECTIONS
A-501A
A-501B
A-501C
A-502
A-503
A-504
A-505
A-506
A-507
A-508
A-509
REQUIRED CONSTRUCTION SEQUENCE - PART A
REQUIRED CONSTRUCTION SEQUENCE - PART B
REQUIRED CONSTRUCTION SEQUENCE - PART C
ADVANCED FRAMING DETAILS
WINDOW DETAILS & INSTALLATION SEQUENCE
DOOR DETAILS & INSTALLATION SEQUENCE
ENCLOSURE PENETRATION DETAILS & SEQUENCES
FOUNDATION DETAILS
HORIZONTAL DETAILS
VERTICAL DETAILS
ROOF DETAILS
A-601
A-602
A-603
WINDOW & DOOR SCHEDULES & TYPES
INTERIOR FINISH SCHEDULE
PENETRATION SCHEDULE
A-701
A-702
FIRST FLOOR OPEN WEB FLOOR TRUSS TYPE ELEVATIONS
SECOND FLOOR OPEN WEB FLOOR TRUSS TYPE ELEVATIONS
GARAGE, BREEZEWAY & SCREEN PORCH SECTIONS
PLUMBING
P-101
P-102
P-103
P-104
BASEMENT FLOOR PLAN - PLUMBING
FIRST FLOOR PLAN - PLUMBING
SECOND FLOOR PLAN - PLUMBING
ATTIC FLOOR PLAN - PLUMBING
P-501
PLUMBING DETAILS
P-601
PLUMBING RISERS AND SCHEDULES
MECHANICAL
M-001
M-002
MECHANICAL LEGEND, SCHEDULES & DETAILS
MECHANICAL SITE PLAN
M-101
M-102
M-103
M-104
M-105
M-106
BASEMENT FLOOR PLAN - HVAC
FIRST FLOOR PLAN - HVAC
FIRST FLOOR PLAN GARAGE - HVAC
SECOND FLOOR PLAN - HVAC
ATTIC FLOOR PLAN - HVAC
BASEMENT FLOOR PLAN - RADIANT FLOOR HEAT
M-501
M-502
MECHANICAL DETAILS
MECHANICAL DETAILS
M-601
MECHANICAL SCHEDULES
ELECTRICAL
E-001
ELECTRICAL LEGEND, ABBREVIATIONS, SYMBOLS & LIGHTING FIXTURE
SCHEDULE
E-101
E-102
E-103
E-104
E-105
BASEMENT FLOOR PLAN - ELECTRICAL
FIRST FLOOR PLAN - LIGHTING
FIRST FLOOR PLAN - POWER
SECOND FLOOR PLAN - LIGHTING & POWER
ATTIC FLOOR PLAN - ELECTRICAL
E-501
E-502
ELECTRICAL RISER DIAGRAM
ELECTRICAL DETAILS
E-601
ELECTRICAL PANEL SCHEDULES
CONSTRUCTION DOCUMENTS
31 MARCH 2010 ISSUED FOR CONSTRUCTION
AHIBIldlSa^Sa
U.S. Department of Energy
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
ENERGY
Energy Efficiency &
Renewable Energy
COPYRIGHT (C) 2009 BUILDING SCIENCE CORPORATION
GENERAL STRUCTURAL NOTES
DESIGN CRITERIA
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE
INTERNATIONAL RESIDENTIAL CODE (IRC 2009), TRUSS MANUFACTURER
SHOP DRAWINGS, AND THE MATERIAL MANUFACTURERS' INSTALLATION
INSTRUCTIONS.
STRUCTURAL DESIGN CRITERIA
2. WHERE CONFLICTING INFORMATION EXISTS BETWEEN THESE PLANS AND
OTHER REFERENCED REQUIREMENTS, THE MORE STRINGENT
REQUIREMENT SHALL APPLY UNLESS OTHERWISE APPROVED BY THE
DESIGN PROFESSIONAL RESPONSIBLE FOR THESE PLANS.
3. THE CONTRACTOR IS RESPONSIBLE TO IDENTIFY AND RESOLVE ALL
CONFLICTS AND DISCREPANCIES PRIOR TO AND DURING CONSTRUCTION
AND FACILITATE PROPER CONSTRUCTION AS INTENDED BY THESE PLANS.
DESIGN ITEM
CRITERIA
CODE REFERENCE
GROUND SNOW LOAD
30 PSF — SEE NOTE 1
IRC 2009 FIG R301.2(5),
ASCE 7 FIG 7-1
BASIC WIND SPEED
90 MPH (GUST)
IRC 2003, FIG R301.2(4)
ASCE 7, FIG 6-1C
WIND EXPOSURE
C
IRC 2003, SEC R301.2.1.4
ASCE 7, Sect 6.5.6
WIND BORNE DEBRIS REGION NO
MAPPED SEISMIC HAZARD
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
STRUCTURAL SUPPORT OF CONSTRUCTION LOADS DURING ALL PHASES OF
CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, FOUNDATION
BACKFILL, BRACING OF WALL FRAMING TO RESIST CONSTRUCTION FLOOR
LOADS AND LATERAL BUILDING LOADING, BRACING OF TRUSSES DURING
INSTALLATION AND SUBSEQUENT CONSTRUCTION LOADING, AND OTHER
CONDITIONS AS DICTATED BY THE CONTRACTOR’S CONSTRUCTION
PRACTICE.
5. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT CONSTRUCTION
SAFETY REGULATIONS OF OSHA.
6. ALL CONSTRUCTION SHALL BE PERFORMED IN A GOOD, WORKMANLIKE
MANNER FOLLOWING ACCEPTED CONSTRUCTION PRACTICES AND
TOLERANCES. DEFECTIVE OR DAMAGED MATERIALS SHALL NOT BE USED
AND SHALL BE REPLACED.
SEISMIC SITE CLASS
SEISMIC DESIGN SPECTRAL
ACCELERATION PARAMETERS
SEISMIC DESIGN CATEGORY
DEAD LOADS
ENCLOSURE THERMAL ENVELOPE CRITERIA
COMPONENT
R-VALUE
FRAMED WALLS
R-45
ROOF
R-72
U-VALUE
U-0.19
WINDOWS
BASEMENT WALLS
R-23
BASEMENT FLOOR
R-10
IRC 2009 Sect. R301.2.1.2
ASCE 7, Sect. 6.5.9
Ss = 0.16g
S1 = 0.05g
ASCE 7, CH 11 &CH 22
D (firm soil assumed)
(Fa = 1.6; Fv = 2.4)
ASCE 7, Sect. 11.4.2
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
SDS = 2/3(1.6)(0.16g) = 0.17g
SD1 = 2/3(2.4)(0.05g) = 0.08g ASCE 7, Sect. 11.4
B
(IRC DWELLINGS EXEMPT)
IRC 2009, FIG R301.2(2)
LIVE LOADS
FLOORS & DECKS
FLOORS (BEDROOM AREAS)
ATTIC WITH STORAGE
ATTIC W/O STORAGE
ROOF
BUILDING SCIENCE
CORPORATION
CONSULTANT:
ASCE 7, Sect. 11.6
IRC 2009, TABLE R301.4
ASCE TABLE 4-1
40 PSF
30 PSF
20 PSF
10 PSF
20 PSF - SEE NOTE 2
Main house roof/ceiling dead load is 20 psf to account
for solar panels and non-standard framing.
FLOOR
ROOF
WALL
10 PSF
15 PSF (20 PSF main house)
8 PSF
FROST DEPTH
30 INCHES
Based on local practice
AIR-FREEZING INDEX
350 deg. F-DAYS
ASCE 32-01, IRC FIG. R403.3(2)
SOIL BEARING VALUE (ASD)
3,000 PSF-SEE NOTE 3
Based on preliminary information
for soils report provided by NIST
consultant (otherwise use
presumptive value per IRC Table
401.4.1)
LATERAL SOIL LOAD
45 PCF
CONVENTIONAL LIGHT-FRAME
CONSTRUCTION REQUIREMENTS SEE CODE REFERENCE
Backfill Soil Class I or II required per
IRC 2009 Table R404.1.2(4) and
Table 405.1
IRC 2009, CH 3, 4, 5, 6, 8
IBC 2009, CH 18 AND SEC 2308
NOTES:
1.
UNIFORM ROOF SNOW LOAD (23 PSF) SHALL BE USED ONLY WITH LOAD COMBINATIONS
INVOLVING MORE LOAD EFFECTS THAN DEAD PLUS SNOW. GROUND SNOW LOAD SHALL
BE USED FOR DESIGN OF ROOF FRAMING AND WHEN CHECKING D+S LOAD COMBINATION.
DRIFT SNOW LOAD OF 54 PSF SHALL BE USED FOR LOWER ROOFS.
2.
ROOF LIVE LOADS SHALL BE USED FOR THE DESIGN OF ROOF ELEMENTS ONLY. THESE
LOADS ARE INTENDED TO ADDRESS MAINTENANCE, ACCESS, AND TEMPORARY
CONSTRUCTION LOADS AND ARE NOT INTENDED FOR USE IN COMBINATION WITH OTHER
LOAD EFFECTS.
3.
MINIMUM 2,700 PSF SOIL BEARING VALUE REQUIRED FOR 36”X36” BASEMENT COLUMN
FOOTINGS; MINIMUM 1,500 PSF SOIL BEARING VALUE REQUIRED FOR CONTINUOUS
FOUNDATION WALLS.
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PROJECT:
National Institute of
Standards and Technology
Net Zero Energy
Residential Test
Facility
NIST Campus
Gaithersburg, MD
U.S. Department of Energy
Research Toward Zero Energy Homes
ABBREVIATIONS
U.S. DEPARTMENT OF
ENERGY
A.F.F.
ABOVE FINISHED FLOOR
B.O.
BOTTOM OF
BTW
BETWEEN
C/L
CENTER LINE
CLR.
CLEAR
EL.
ELEVATION
ELEV.
ELEVATION
EQ.
EQUAL
GWB
GYPSUM WALLBOARD
HRV
HEAT RECOVERY VENTILATOR
HVAC
HEATING VENTILATING AND AIR CONDITIONING
MARK
INSUL
INSULATION
LSL
LAMINATED STRAND LUMBER
MIN.
MINIMUM
O.C.
ON CENTER
PCF
POUNDS PER CUBIC FOOT
PV
PHOTOVOLTAIC
T&G
TONGUE & GROOVE
T.O.
TOP OF
TYP.
TYPICAL
W/
WITH
DATE
ISSUE:
Energy Efficiency &
Renewable Energy
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-SPEC-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
DESIGN CRITERIA,
ABBREVIATIONS &
GEN.STRUCTURAL
NOTES
I
SCALE AS NOTED
WD.
WOOD
W/O
WITHOUT
A-001
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GENERAL SHEET NOTES
1.
STEPS DOWN
TO GRADE (2
RISERS)
PATIO WITH CONCRETE PAVER
UNIT AND VENEER STONE EDGE ,
SEE 4/A-101A
DRIP EDGE DRAINAGE
SYSTEM UNDER
PATIO, SEE 5/A-101A
OUTDOOR
AIR-HANDLER
UNIT
i
TRANSFORMERS
:L:
3'-0" WIDE
PEASTONE BED WITH
DRIP EDGE DRAINAGE
SYSTEM, TYP. SEE
2/A-101A
i
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FUTURE
OUTDOOR
AIR-HANDLER
UNIT
T
FOR PROPERTY LINE, LIMIT OF DISTURBANCE,
GRADING CHANGES, LANDSCAPING, AND
LOCATION OF BUILDING ON SITE, SEE
SITE/CIVIL DRAWINGS.
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
OUTDOOR
AIR-HANDLER
UNIT
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FUTURE
OUTDOOR
AIR-HANDLER
UNIT
MAX.y4" GRADE
INCREASE FROM
SIDEWALK TO
BREEZEWAY
SLAB
CONCRETE
PAVERS
\
3'-0" WIDE
PEASTONE BED,
TYP. SEE 1/A-101A
MAX.y4" GRADE
INCREASE FROM
SIDEWALK TO PORCH
SLAB
prn' '
\
WALKWAY WITH
SLOPE <1:20
PROJECT:
National Institute of
Standards and Technology
Net Zero Energy
Residential Test
Facility
3'-0" WIDE CONCRETE
WALKWAY WITH 6" CONCRETE
PAVER EDGE EACH SIDE, TYP.
SEE 3/A-101 A, SIM.
\
NIST Campus
Gaithersburg, MD
U.S. Department of Energy
Research Toward Zero Energy Homes
\
U.S. DEPARTMENT OF
\
ENERGY
Energy Efficiency &
Renewable Energy
CONCRETE DRIVEWAY
WALKWAY WITH
SLOPE <1:20
EXISTING TREE TO BE
REMOVED, TYP.
MARK
05/07/10
UPDATED
DATE
DESCRIPTION
ISSUE:
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
HW
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
3'-0" WIDE CONCRETE
WALKWAY WITH 6" CONCRETE
PAVER EDGE EACH SIDE, TYP.
SEE 3/A-101A
ARCHITECTURAL
SITE PLAN
SCALE AS NOTED
/
ARCHITECTURAL SITE PLAN
SCALE: 1:10
A-101
GENERAL SHEET NOTES
BUILDING SCIENCE
CORPORATION
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PE
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SAND WITH CRUSHED STONE
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FILTER FABRIC
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CONSULTANT:
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NON-PERFORATED PIPE DRAINING TO
DAYLIGHT (SEE SITE/CIVIL DRAWINGS)
FREE DRAINING BACKFILL:
UNIFIED SOIL CLASSIFICATION
SYSTEM TYPE GW, GP, SW, OR SP
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Residential Test
Facility
6" PERFORATED PIPE, CONNECTED TO
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TEXTURE TO MATCH
GARAGE FACADE STONE)
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GARAGE FACADE STONE)
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U.S. Department of Energy
SCALE: 3/4" = 1-0"
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
ENERGY
PATIO EDGE
Energy Efficiency &
Renewable Energy
SCALE: 1" = 1'-0"
05/07/10
CONCRETE CURB (AT DRIVEWAY)
3" DEEP, 3-0" WIDE PEASTONE BED
WITH BLACK STEEL EDGING OR OTHER
PERMEABLE MATERIAL
6" CONCRETE PAVER
EDGE PATTERN (BOTH SIDES)
♦
♦
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♦
WALKWAY: CONCRETE
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03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
PLANTING SOIL
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
HW
CHECKED BY:
BP
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3’-0" WIDE STONE BED, DEPTH BASED
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SLOPE GRADE AWAY FROM
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MARK
UPDATED
DESCRIPTION
NOTE: SEE SITE/CIVIL DRAWINGS
AND SPECIFICATIONS FOR
CONSTRUCTION DETAILS
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
ARCHITECTURAL
SITE PLAN
DETAILS
FREE DRAINING BACKFILL:
UNIFIED SOIL CLASSIFICATION
SYSTEM TYPE GW, GP, SW, OR SP
I
SCALE AS NOTED
PAVING PLAN
PEASTONE BED W/O DRIP EDGE DRAINAGE
SCALE: 1" = r-0'
SCALE: 3/4" = 1'-0"
A-101A
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GENERAL SHEET NOTES
2
1
4
3
4.1
5
6
1.
BASEMENT FOUNDATION WALL TO HAVE (1)
#4 HORIZONTAL REINFORCEMENT W/
MATCHING CORNER BAR AT TOP AND (1) AT
EACH MIDDLE THIRD, AND (1) #4 VERTICAL
REINFORCEMENT AT 48" O.C. LOCATED WITH
1-1/4" CONCRETE COVER MEASURED FROM
THE INSIDE FACE OF THE FOUNDATION WALL.
2.
LOCATE 4" CONNECTION PIPE THROUGH
BASE OF FOOTING WITHIN 5’ OF EVERY
CORNER AND EVERY 15’ MAX ALONG LENGTH
OF WALL SEGMENT WITH MIN OF 1 PER WALL
SEGMENT.
3.
LOCATE CONDENSATE DRAINS BASED ON
LAYOUT OF MECHANICAL EQUIPMENT
4.
SEE A-506 FOR FOUNDATION DETAILS.
5.
SEE A-603 FOR PENETRATION SCHEDULE.
6.
EL. +0-0" IN THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.30' IN THE SITE/CIVIL
DRAWINGS
7.
IF THE HIGH VELOCITY HVAC OPTION IS NOT
AWARDED, THE PENETRATION FOR THE
CONDUITS WILL NOT BE PROVIDED.
7
6.1
86-0"
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26-0'
16’-0"
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36-0'
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2-0" CONCRETE FOOTING, TYP
7^
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4
EL. HY-2 3/8
10" CONCRETE FOUNDATION WALL, TYP.
CONSULTANT:
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4" DIAM. PERFORATED PERIMETER
DRAIN PIPE TYP; SEE 1/A-506
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2-0" CONCRETE FOOTING, TYP.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
BOTTOM OF FOUNDATION WALL
DETAIL, TYP; SEE 1/A-506
DRAIN A1 BASE OF WINDOW WELL
(CONNECTED TO BASEMENT
SUMP) |
6" CONCRETE GARAGE FOUNDATION W^LL, TYP
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F
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2-0" CONCRETE FOOTING, TYP
7-0
CO
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INSTRUMENTATION
CONDUIT TO GARAGE
SLAB (3-0" ABOVE
BASEMENT SLAB)
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WITH "L" CONNECTION TO 4" RISER SOIL
GAS VENT THROUGH ROOF; SEE 4/A-506
SOIL GAS
4" CONCRETE SLAB
VENT
EMBEDDED HYDRONIC TUBING
W1.4 x W1.4 WELDED WIRE MESH AT MID-DEPTH
Q.
SANITARY DRAIN
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6 MIL POLYETHYLENE
THROUGH SLAB
2" XPS RIGID INSULATION
4" STONE PAD (NO FINES)
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F5
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00
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CM
SLAB ON GRADE
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4'-6'
O
O
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FLOOR DRAIN
S2
3-0" X 3-0" X 1'-4"
CONCRETE FOOTING
W/ (4) #5 EACH WAY,
TYP.
----- CJ-------
S3
6%" W x 16/4" D BEAM
POCKET; SEE 2/A-506
12-4 3/4"
*
9-6 1/2"
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8" CONCRETE SLAB THIS
SECTION (UNDER BASE
OF BASEMENT STAIR)
CO
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CD
CN
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CO
T.O. SLAB
EL. -9-11 1/
THROUGH-WALL INSTRUMENTATION
CONDUIT TO GARAGE SLAB
(3'-0" ABOVE BASEMENT SLAB) 4-2 1/4'
9-4
M
O
F12
1
THROUGH-WALL PENETRATION FOR
COMMUNICATION AND FIRE SAFETY
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F1. VERTICAL GROUND LOOP SYSTEM
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F3.
F9
THROUGH-STEM
WALL CONDUITS FOR
FUTURE AIR TO AIR
OUTDOOR UNIT
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11'-7'
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11’-11"
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AIR-TO-AIR OUTDOOR UNIT CONNECTION
F11. COMMUNICATION/FIRE SAFTEY CONNECTION
THROUGH-STEM
WALL CONDUIT
FOR SUMP
DISCHARGE
A.1
ir-7'
ENERGY
Energy Efficiency &
Renewable Energy
CM\
A
10" SONO TUBE FOOTINGS FOR
FRONT PORCH COLUMNS,
PROVIDE 3 #4 REINFORCING, TYP.
©C/L
U.S. DEPARTMENT OF
F10. FUTURE AIR-TO-AIR OUTDOOR UNIT
CONNECTION
GAS
CONNECTION
CO
©C/L
Research Toward Zero Energy Homes
F12. INVERTER UTILITY DISCONNECT
CONNECTION
CM
TH|ROUGH-WALL CONDUIT FOR ELECTRICAL
WIRING FROM HOUSE METER
©C/L
U.S. Department of Energy
WATER CONNECTION
F8. ELECTRICITY CONNECTION
F9.
C/L
-,± 2’-6"
HORIZONTAL. GROUND. LOOP SYSTEM
F4. SUMP PUMP OUTLET
CD
7L
NIST Campus
Gaithersburg, MD
F2. SLINKY LOOP SYSTEM
CN
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S5. SEWER CONNECTION
S6. CONDENSATE DRAIN
-- CONDENSATE DRAIN
=Hi/d
F2
-i.i
Net Zero Energy
Residential Test
Facility
S6
- CONDENSATE
- DRAIN
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Ett
National Institute of
Standards and Technology
S3. STEEL PIPE COLUMN
S6
CO
JO"
S1. SOIL GAS VENT
PROJECT:
S2. FLOOR DRAIN
o
CONDENSATE DRAIN
SUMP PUMP: SUMP PUMP CROCK
TO HAVE AIR-TIGHT LID OR
CLOSURE
F8
CO
CO
CO
CD
CM
F8
PENETRATION KEY
THROUGH-WALL CONDUITS
FOR HEADER PIPES FOR
SLINKY LOOP SYSTEM
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THROUGH-WALL CONDUIT FOR
DOMESTIC AND SPRINKLER
WATER
CM
CM
F13
THROUGH-WALL PENETRATION FOR
FIRE DEPARTMENT CONNECTION
THROUGH-WALL CONDUIT FOR
UNMETERED ELECTRICAL WIRING
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O S6
O
F7
THROUGH-WALL PENETRATION FOR
INVERTER DISCONNECT UTILITY
O
4" PVC PIPE THROUGH
BOTTOM OF FOOTING, TYP;
SEE 1/A-506
I
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FLOOR DRAIN
4’-6"
9
T.O. WINDOWSILL___ zk
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CONDENSATE
DRAIN
_____ 12-4 3/4"
____
-------- CONDENSATE
DRAIN
S6
COLUMN AND FOOTING
DETAIL, TYP; SEE 3/A-506
T.O. FOUNDATION
EL. +0,-0"
T.O. FOUNDATION S±^F
EL. -r-2
4>
10" SONO TUBE FOOTINGS FOR
BREEZEWAY COLUMNS, PROVIDE
3 #4 REINFORCING, TYP. -
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COLUMN ISOLATION
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T.O. GARAGE FOUNDATION AT SOUTH DOOR
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S6
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6K" W x 16y2" D BEAM POCKET,
1
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S3
I
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LSL BEAM ABOVE
5
§
§
THROUGH-STEM WALL
CONDUITS FOR FUTURE
HIGH VELOCITY HVAC AIR
TO AIR OUTDOOR UNIT (SEE
GENERAL SHEET NOTE #7)
on
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CM
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MINIMUM 4" DIAM.
STANDARD STEEL PIPE
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CM
POCKET
1
9
S5
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THROUGH-WALL
CONDUITS FOR
HEADER PIPES FOR
HORIZONTAL
GROUND LOOP
SYSTEM
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10"B
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CONDENSATE
DRAIN
THROUGH-WALL CONDUITS
FOR HEADER PIPES FOR
VERTICAL GROUND LOOP
SYSTEM
1
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11
CD
T.O. GARAGE FOUNDATION
EL. -0-5'
4ft
it
ft
n
5 1/2"
F13. FIRE DEPARTMENT CONNECTION
MARK
07/27/10
UPDATED
06/29/10
UPDATED
DATE
DESCRIPTION
ISSUE:
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
FOUNDATION PLAN
FOUNDATION PLAN
i
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
A-102
o
z
GENERAL SHEET NOTES
2
1
3
4
4.1
5
6
1.
BASEMENT AREA TO OUTSIDE FACE OF
FOUNDATION WALL:
1,518 SQ. FT.
2.
SEE A-602 FOR FINISH SCHEDULE.
BUILDING SCIENCE
CORPORATION
7
6.1
F.1
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
PATIO ABOVE
CONSULTANT:
SLAB ON GRADE
ABOVE
F
F
4.
O SHEET KEYNOTES
4
EGRESS WINDOW
J
SOIL GAS VENT
E
1.
2.
PROVIDE BLOCKING IN WALL TO SUPPORT
FUTURE STAIR LIFT. BLOCKING SHOULD
EXTEND UP TO A HEIGHT OF 3’-0" ABOVE
STAIR TREADS.
r
n
L
J
STAIR FROM BASEMENT TO FIRST FLOOR TO
HAVE 16 RISERS AT 6-2/3", 15 TREADS AT 10"
WITH y4" NOSING.
SANITARY DRAIN
PREFABRICATED WINDOW
WELL WITH EGRESS
LADDER;
SEE 6/A-506
©
E.1
i
UTILITY SHAFT
OPENING
ABOVE
©
PROJECT:
National Institute of
Standards and Technology
r
L
SLAB ON GRADE
ABOVE
WALKWAY ABOVE
FLOOR DRAIN;
CONNECT TO SOIL
PIPE
6-0" HIGH PLYWOOD PANEL
WITH 2x4 STUD BACKING
CONDENSATE DRAIN;
CONNECT TO SUMP
ZQ
'0[
D
3-9'
©
C.1
Net Zero Energy
Residential Test
Facility
NIST Campus
Gaithersburg, MD
I
O-
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□
UP
12'-2‘
5 1/2"
3-9
M
CONDENSATE DRAIN;
CONNECT TO SUMP
FLOOR DRAIN;
CONNECT TO SOIL
PIPE
U.S. Department of Energy
Research Toward Zero Energy Homes
CONDENSATE DRAIN;
CONNECT TO SUMP
o
U.S. DEPARTMENT OF
ENERGY
-v
cc
<
Energy Efficiency &
Renewable Energy
SUMP
CONDENSATE DRAIN;
CONNECT TO SUMP
LU
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CM
CO
I
B
n
A
A
MARK
ABOVE
©
©
DATE
ISSUE:
©
©
A.1
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
BASEMENT PLAN
BASEMENT PLAN
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
A-103
o
GENERAL SHEET NOTES
1
2
3
4
4.1
5
6
7
6.1
1.
CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
2.
EWP CONNECTIONS TO FOLLOW EWP SUPPLIER
INSTRUCTIONS.
3.
LIMIT THE OVERALL ESTIMATED WASTE FACTOR
ON THE FRAMING ORDER TO 10% OR LESS.
4.
PROVIDE ENGINEERED WOOD BLOCKING
BETWEEN JOISTS UNDER PARTITIONS
PARALLEL TO, BUT BETWEEN, JOISTS;
COORDINATE LOCATION OF BLOCKING WITH
MECHANICAL DUCTWORK.
5.
SEE A-701 AND A-702 FOR OPEN WEB FLOOR
JOIST TYPES; OPEN WEB FLOOR JOISTS TO BE
CONSTRUCTED USING FSC-CERTIFIED WOOD;
OPEN WEB FLOOR JOISTS TO BE ENGINEERED
BY TRUSS SUPPLIER TO MEET LOCAL CODE.
6.
GENERAL STRUCTURAL FRAMING
CONNECTIONS:
44'-0"
F.1
36-0'
8-0’
7L
o
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
LSL CEILING JOISTS TO FLOOR HEADERS: USP
THD179 ENGINEERED WOOD JOIST HANGER;
DOUBLE LSL FLOOR HEADER TO TRIMMER: USP
HD 410 DOUBLE HANGER.
14" DEEP OPEN WEB FLOOR
TRUSS TYPE "A1" AT 24" O.C.
7.
WITH g" T & G FLOOR
SHEATHING; SEE A-701,A-702
FOR TRUSS TYPES
2x4 TREATED SILL PLATE
v-
2x6 TREATED PLATE ON
FOUNDATION SHELF
F
2'-0"
n
o
2" XPS INSULATION ON
FOUNDATION SHELF, TYPICAL
E
RAFTER TO STUD IN ATTIC BEARING WALL: USP
LTW12 WITH R 10d NAILS EACH END
F
1-1/4" x 14" LSL RIM JOIST
ATTACHED TO FOUNDATION
THROUGH 2" XPS INSULATION
/
STUD IN ATTIC BEARING WALL TO CEILING
JOIST: USP LTW12 WITH 4 10d NAILS EACH END
CEILING JOIST TO STUD IN SECOND FLOOR
BEARING WALL: USP RT10 WITH 4 8d NAILS
EACH END (USE USP LTW12 AT CONNECTIONS
TO WALL HEADERS)
\
14" DEEP OPEN WEB FLOOR
TRUSS TYPE "A" AT 24" O.C. WITH
1-3/4" x 14" ENGINEERED WOOD
BLOCKING BETWEEN RIM JOIST
AND WEB JOIST, 4'-0" O.C., TYPICAL
:
LL
□
CO
STRUCTURAL FRAMING CONNECTIONS FOR
CENTER BEARING WALL (TO RESIST ROOF
UPLIFT):
RAFTER TO RIDGE BOARD: USP AC7 ANGLE
BRACKET WITH 4 10d NAILS EACH LEG
2'-0"
2'-0"
—> — —> —
-v
1-1/4" x 14" LSL RIM JOIST
ATTACHED TO FOUNDATION
THROUGH 2" XPS INSULATION
CONSULTANT:
T & G FLOOR SHEATHING; SEE
A-701 ,A-702 FOR TRUSS TYPES
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STUD TO SOLE PLATE IN SECOND FLOOR
BEARING WALL: (2) USP S01 CLIP ANCHORS
SOLE PLATE TO FLOOR DECK: (2) #8x3" WOOD
SCREWS AT 12" O.C.
3to
o
CD
ATTIC FLUSH-FRAMED BEAM TO WALL STUDS
AT ENDS OF BEAM: USP LTW12 WITH 6 10d NAILS
EACH END OF STRAP; PROVIDE CONTINUOUS
LOAD PATH DOWN TO BASEMENT BEAM USING
SIMILAR SIZED STRAPS AT ALL FRAMING
JOINTS.
CM
CD
14" DEEP OPEN WEB FLOOR
TRUSS TYPE "A" AT 24" O.C. WITH
T & G FLOOR SHEATHING; SEE
A-701 ,A-702 FOR TRUSS TYPES
E.1
D=
BLOCKING BETWEEN JOISTS
UNDER PARTITIONS PARALLEL TO
BUT BETWEEN JOISTS, TYPICAL
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□
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11
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C/LOF
BEAM
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2'-0"
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2'-0"
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7^
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1-3/4" x 14"
LSL HEADER
AT STAIR
OPENING
2.
2-2x6 BLOCKS IN FLOOR BELOW JACK STUDS
TO TRANSFER LOAD TO BEAM BELOW WHERE
JACKS STUDS ARE NOT ALIGNED WITH FLOOR
JOIST.
National Institute of
Standards and Technology
Net Zero Energy
Residential Test
Facility
NIST Campus
Gaithersburg, MD
DASHED LINES INDICATE STUD
WALLS ABOVE
12-5 1/2'
END OF FLOOR JOIST TO BE FULL BEARING
ON BEAM BELOW.
CD
m
C.1
1.
PROJECT:
1-1/4" x 14" LSL RIM JOIST
ATTACHED TO FOUNDATION
THROUGH 2" XPS INSULATION
3-10'
CD
CN
CD
U.S. Department of Energy
CD
C
14" DEEP OPEN WEB FLOOR
TRUSS TYPE "B" AT 24" O.C. WITH
14" DEEP OPEN WEB FLOOR
TRUSS TYPE "C" AT 24" O.C.
WITH l" T & G FLOOR
SHEATHING; SEE A-701,
A-702 FOR TRUSS TYPES
1-%" x 14"
LSL HEADER
AT STAIR
OPENING
T & G FLOOR SHEATHING; SEE
A-701,A-702 FOR TRUSS TYPES
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
ENERGY
Energy Efficiency &
Renewable Energy
/
/■
B
7
A
14" DEEP OPEN WEB
FLOOR TRUSS TYPE "D" AT
24" O.C. WITH §" T & G
FLOOR SHEATHING; SEE
A-701,A-702 FOR TRUSS
TYPES
-r BLOCKING BETWEEN JOISTS
UNDER PARTITIONS PARALLEL TO
BUT BETWEEN JOISTS, TYPICAL
2’-0"
7^
2’-0"
7^
2’-0"
7^
7^
1-1/4" x 14" LSL RIM
JOIST ATTACHED TO
FOUNDATION
THROUGH 2" XPS
INSULATION
o
i
CN
■»c
A
MARK
DATE
ISSUE:
A.1
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
FIRST FLOOR
FRAMING PLAN
FIRST FLOOR FRAMING PLAN
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
A-104
o
GENERAL SHEET NOTES
1
2
4
3
4.1
6
7
6.1
86’-0"
7—
26-0'
7—
7—
5
5'-9 1/4’
14-5 1/2'
5-9 1/4'
7—
32-0'
2-0'
16’-0"
2’-9 1/4'
7—
8-7 3/4'
7L
2’-0"
8-7 3/4'
9-6 3/4'
7L
7 ~
6’-4 1/2'
7L
3-9 1/4'
7 ~
2.
DIMENSIONS ARE TO FACE OF STUD UNLESS
OTHERWISE NOTED.
3.
INTERIOR PARTITIONS FRAMED WITH 2x4
WOOD STUDS UNLESS OTHERWISE NOTED.
4.
INTERIOR BEARING WALLS FRAMED WITH 2x6
WOOD STUDS UNLESS OTHERWISE NOTED.
5.
INTERIOR DOORS TO BE CENTERED
BETWEEN THE NEAREST WALL
PERPENDICULAR ON EACH SIDE OF THE
DOOR UNLESS OTHERWISE NOTED.
6.
SEE A-602 FOR FINISH SCHEDULE
7.
REFER TO POCKET DOOR FRAME KIT
INSTALLATION INSTRUCTIONS TO DETERMINE
ROUGH OPENING OF POCKET DOOR.
4’-2 3/4'
7L
13-5'
7—
F.1
-V
CONCRETE PAVERS WITH 8"
CONCRETE WALL EDGE; STONE
VENEER ON TOP AND SID E OF
CONCRETE WALL; SEE 4/A101A
CONCRETE SLAB
W/ BROOM FINISH:
SLOPE TO FLOOR
DRAIN
DOWN
PATIO
FLOOR DRAIN; CONNECT TO
ROOF DRIP EDGE DRAINAGE
SYSTEM
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CONCRETE PAD
FOR OUTDOOR
UNIT FOR GARAGE
HEAT PUMP
o
SCREEN
PORCH
19
SEE 3/A-507
5/A-205
CL
CL
CL
CL
2'
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8'
3-0'
8"
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5'-10"
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5 1/2
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11
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3-1"
11-10"
3-11 3/4'
8-1
BEARING WALL
11
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18" x 18" ACCESS PANEL ABOVE DOOR FOR
ACCESS TO FCU-2 UNIT.
7.
CONCRETE GARAGE STAIR TO HAVE 4 RISERS
AT 6y2", 11" TREADS.
8.
GARAGE ATTIC ACCESS PANEL TO FIT WITHIN
ROOF TRUSSES; SEE A-112 ROOF FRAMING
PLAN FOR LOCATION AND SIZE. PANEL TO BE
FASTENED FROM BELOW AND REMOVABLE
WITHOUT REMOVING PANEL TRIM. ACCESS
PANEL TO BE INSULATED. CELLULOSE ATTIC
INSULATION SHALL BE HELD BACK FROM
ACCESS OPENING.
1
9.
SIZE OF CONCRETE PAD TO BE SPECIFIED BY
MANUFACTURER OF AIR-TO-AIR OUTDOOR
UNIT,
10.
LOCATION OF FUTURE OUTDOOR AIR-TO-AIR
UNIT.
11.
DO NOT SLOPE SLAB IN THIS AREA; THICKEN
SLAB UNDER CHAIR LIFT IF SPECIFIED BY
MANUFACTURER OF LIFT.
1
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I 5 1/2’
CM
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4’-11 1/2"
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1 ’-8" x 6’-8" LH
2.
(2) 1-10" x 6-8"
3.
2-4" x 6-8" LH
4.
2-4" x 6-8" RH
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5.
2-4" x 6'-8" POCKET
6.
2-6" x 6'-8" RH
7.
2'-6" x 6'-8" LH
8.
2'-8" x 6'-8" LH
9.
2'-8" x 6'-8" RH
10.
3'-0" X 6'-8" LH
11.
3'-0" x 6'-8" RH
12.
3'-0" x 6-8" POCKET
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13.
3'-0" x 7'-0" RH W/12" SIDELITES
14.
3'-0" x 7'-0" LH
15.
3'-0" x 7'-0" RH
16.
9'-0" x 8-0" OVERHEAD
17.
(2) 4'-6" x 8'-0'
18.
6'-0" x 6'-8" (1) LH PANEL, (1) FIXED PANEL
19.
3'-0" x 6-8" RH
LO
CL
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NIST Campus
Gaithersburg, MD
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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LIMIT THE OVERALL ESTIMATED WASTE FACTOR
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SEE A-701 AND A-702 FOR OPEN WEB FLOOR
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SEE A-602 FOR FINISH SCHEDULE.
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T: (978) 589-5100 F: (978) 589-5103
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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if
2x6 VERTICAL WD STUD GABLE
WALL (BALLOON FRAME) ON TOP
PLATE AT 2ND FLOOR FRAMING
.-v
1
■It t
©
7'-1 1/4’
C.1
©
2
©
r-: 1/4’
1.
FOR LOCATION OF FLUSH FRAMED
HEADER AND SUPPORT, SEE A-110,
WALL IB2
2.
FOR SIZE AND LOCATION OF
HEADERS IN THE BEARING WALL
BELOW SEE A-110, WALL IB2.
DOUBLE JOIST
/
2
ATTIC FLUSH-FRAMED BEAM TO WALL STUDS
AT ENDS OF BEAM: USP LTW12 WITH 6 10d NAILS
EACH END OF STRAP; PROVIDE CONTINUOUS
LOAD PATH DOWN TO BASEMENT BEAM USING
SIMILAR SIZED STRAPS AT ALL FRAMING
JOINTS.
r
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L
J
Q SHEET KEYNOTES
CN
2x6 VERTICAL WD STUD GABLE
WALL (BALLOON FRAME) ON TOP
PLATE AT 2ND FLOOR FRAMING
SOLE PLATE TO FLOOR DECK: (2) #8x3” WOOD
SCREWS AT 12” O.C.
1)4" x 11)4" LSL RIM JOIST
DOUBLE JOIST
UTIL
SHAFT
F
2x4 VERTICAL WD STUD
BLOCKING ALONG RAKE END RIM
JOIST BETWEEN TOP PLATE OF
WALL BELOW AND BOTTOM PLATE
OF GABLE WALL
1 34/ " X11 y4 " LSL ENGINEERED CEILING
JOISTS AT 24” O.C.
2x4 VERTICAL WD STUD
BLOCKING ALONG RAKE END RIM
JOIST BETWEEN TOP PLATE OF
WALL BELOW AND BOTTOM PLATE
OF GABLE WALL
CONSULTANT:
D
4'-6"
PROJECT:
National Institute of
Standards and Technology
Net Zero Energy
Residential Test
Facility
7 ~
ar
CONTINUOUS 3-1/2" x 11-1/4" LSL 1.3E
FLUSH FRAMED HEADER
NIST Campus
Gaithersburg, MD
J
1%" X 11K" LSL ENGINEERED CEILING JOISTS
AT 24” O.C.
w
hr
C
2x4 VERTICAL WD STUD
BLOCKING ALONG RAKE END RIM
JOIST BETWEEN TOP PLATE OF
WALL BELOW AND BOTTOM PLATE
OF GABLE WALL
2 x 6 WD STUD 24 O.C. BEARING WALL
CONTINUES TO ROOF RAFTERS ABOVE
i
U.S. Department of Energy
Research Toward Zero Energy Homes
CD
CO
U.S. DEPARTMENT OF
ENERGY
2x4 VERTICAL WD STUD
BLOCKING ALONG RAKE END RIM
JOIST BETWEEN TOP PLATE OF
WALL BELOW AND BOTTOM PLATE
OF GABLE WALL
Energy Efficiency &
Renewable Energy
i
B
=
A
A
1-1/4" x 11-1/4” LSL RIM
BOARD
MARK
DATE
ISSUE:
A.1
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
ATTIC FRAMING
PLAN
ATTIC FRAMING PLAN
SCALE AS NOTED
SCALE: 1/4” = 1’-0"
A-111
o
GENERAL SHEET NOTES
2
1
4
3
4.1
2-0" ,
26-0'
5
2'-°"
32'-0'
7L
6
7
6.1
1.
CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
2.
EWP CONNECTIONS TO FOLLOW EWP SUPPLIER
INSTRUCTIONS.
3.
LIMIT THE OVERALL ESTIMATED WASTE FACTOR
ON THE FRAMING ORDER TO 10% OR LESS.
4.
SAWN LUMBER RAFTERS AND BLOCKING TO BE
FSC CERTIFIED.
5.
GENERAL STRUCTURAL FRAMING
CONNECTIONS:
8'-0'
BUILDING SCIENCE
CORPORATION
LSL CEILING JOISTS TO FLOOR HEADERS: USP
THD179 ENGINEERED WOOD JOIST HANGER;
DOUBLE LSL FLOOR HEADER TO TRIMMER: USP
HD 410 DOUBLE HANGER.
F.1
2'-0'
*
2-0'
2x6 RAFTER PLATE ON
Vs FLOOR SHEATHING
1-1/4" x 1iy4" LSL RIM
BOARD
2'-0'
7L
2-0
2-0
2'-0'
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7)
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4^
ATTIC ACCESS
cn
2x4 ROOF TRUSSES AT 24" O.C. W/ USP RT10
W/ 3 8-d NAILS EACH END ON EACH TRUSS;
5/8" PLYWOOD SHEATHING WITH H-CLIPS
T
I
CM
1
4:12 SLOPED ROOF RAFTER
o
9.67:12 SLOPED
LEDGER BOARD
1%" X 1 V/s LSL ENGINEERED ROOF RAFTERS AT 24"
O.C. WITH 4" PLYWOOD SHEATHING WITH H-CLIPS
?s:
9.67:12 SLOPED
LEDGER BOARD
E.1
CONSULTANT:
STUD IN ATTIC BEARING WALL TO CEILING
JOIST: USP LTW12 WITH 4 10d NAILS EACH END
CEILING JOIST TO STUD IN SECOND FLOOR
BEARING WALL: USP RT10 WITH 4 8d NAILS
EACH END (USE USP LTW12 AT CONNECTIONS
TO WALL HEADERS)
4:12 SLOPED
ROOF RAFTER
-7—
Jr
STRUCTURAL FRAMING CONNECTIONS FOR
CENTER BEARING WALL (TO RESIST ROOF
UPLIFT):
2-0
F
E
7.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
RAFTER TO STUD IN ATTIC BEARING WALL: USP
LTW12 WITH R 10d NAILS EACH END
F
2'-0'
SEE A-305 FOR GARAGE ROOF TRUSS TYPES;
TRUSSES TO BE CONSTRUCTED USING
FSC-CERTIFIED WOOD; ROOF TRUSSES TO BE
ENGINEERED BY TRUSS SUPPLIER TO MEET
LOCAL CODE.
RAFTER TO RIDGE BOARD: USP AC7 ANGLE
BRACKET WITH 4 10d NAILS EACH LEG
2x6 RAFTER PLATE ON
Vs" FLOOR SHEATHING
—? ~
6.
STUD TO SOLE PLATE IN SECOND FLOOR
BEARING WALL: (2) USP S01 CLIP ANCHORS
r
n
L
J
SOLE PLATE TO FLOOR DECK: (2) #8x3" WOOD
SCREWS AT 12" O.C.
ATTIC FLUSH-FRAMED BEAM TO WALL STUDS
AT ENDS OF BEAM: USP LTW12 WITH 6 10d NAILS
EACH END OF STRAP; PROVIDE CONTINUOUS
LOAD PATH DOWN TO BASEMENT BEAM USING
SIMILAR SIZED STRAPS AT ALL FRAMING
JOINTS.
o
o
CM
PROJECT:
National Institute of
Standards and Technology
FRAMING MEMBERS FOR
ONE-STORY ROOM BELOW
2x6 RAFTER P .ATE
2'-0"
it:
2'-0"
2 x 12 RIM BOARD
D
/
O SHEET KEYNOTES
Net Zero Energy
Residential Test
Facility
4:12 SLOPED ROOF RAFTER
c
4:12 SLOPED
ROOF RAFTER
9.67:12 SLOPED
LEDGER BOARD
NIST Campus
Gaithersburg, MD
2x14 RIDGE BOARD
CD
U.S. Department of Energy
CD
Research Toward Zero Energy Homes
2x6 RAFTER P.ATE
ON CEILING JOISTS
WOOD BLOCKING
BETWEEN UPPER
RAFTERS
1
WOOD BLOCKING
BETWEEN TRUSSES
BEARING WALL (2 x 6 @ 24 " O.C.)
EXTENDED TO SUPPORT ROOF
RAFTERS
2X12 COMMON RAFTERS AT 24" O.C.; 1/2"
PLYWOOD SHEATHING WITH H-CLIPS
9.67:12 SLOPED
LEDGER BOARD
1%" x 1 V/s" LSL ENGINEERED ROOF RAFTERS AT 24'
| O.C. WITH 4" PLYWOOD SHEATHING WITH H-CLIPS
C.1
U.S. DEPARTMENT OF
ENERGY
Energy Efficiency &
Renewable Energy
B
O
CM
A
2x12 RIM BOARD
A
MARK
FRAMING MEMBERS FOR
ONE-STORY ROOM BELOW
2x6 RAFTER PLATE ON
Vs FLOOR SHEATHING
1-1/4" x 11%" IISL RIM
BOARD
DATE
ISSUE:
2x6 RAFTER PLATE ON
Vs" FLOOR S HEATHING
A.1
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
ROOF FRAMING
PLAN
ROOF FRAMING PLAN
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
A-112
o
GENERAL SHEET NOTES
1
2
7^
4.1
4
3
2-0'
5
32'-0'
7^
7 ~
6
2'-0"
6.1
7
8-0’
7 ~
1.
ROOF PENETRATIONS TO BE LOCATED SO AS
TO AVOID POSSIBILITY OF SHADING
PHOTOVOLTAIC ARRAY.
2.
AT HOUSE, CONTINUOUS FULLY-ADHERED
PEEL AND STICK ROOFING MEMBRANE TO BE
APPLIED SHINGLE STYLE OVER ENTIRE ROOF
INCLUDING OVERHANGS AT EAVES AND
RAKES AND OVER PORCHES AND
BREEZEWAY.
3.
AT HOUSE, CONTINUOUS FULLY-ADHERED
PEEL AND STICK ROOFING MEMBRANE TO BE
EXTENDED MIN. 12" UP PLYWOOD WALL
SHEATHING AT ALL ROOF-WALL
INTERSECTIONS EXCEPT WHERE PORCH OR
BREEZEWAY ROOF MEETS WALL.
4.
AT HOUSE, ADDITIONAL STRIP OF
FULLY-ADHERED PEEL AND STICK ROOFING
MEMBRANE TO BE APPLIED AT ALL
ROOF-WALL INTERSECTIONS EXTENDING MIN.
12" OVER ROOF MEMBRANE AND 12" UP FACE
OF WALL INSULATING SHEATHING.
7 ~
F.1
5.
C\l
o
o
6.
AT GARAGE, CONTINUOUS FULLY-ADHERED
PEEL AND STICK ROOFING MEMBRANCE TO
BE APPLIED TO 4:12 SECTION OF ROOF AND
AT EAVE OF 9.67:12 SLOPE EXTENDING A MIN.
OF 36" FROM THE EXTERIOR WALL TOWARDS
THE RIDGE.
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
SEE A-603 FOR PENETRATION SCHEDULE.
LINE OF CLADDING BELOW
F
Jr
F
O SHEET KEYNOTES
LINE OF STUD WALLS BELOW
I
LINE OF CLADDING BELOW
E
LINE OF STUD WALLS BELOW
n
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CD
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CM
R2
| R1
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CM
CM
SOIL GAS VENT
E.1
^r
PENETRATION KEY
PLUMBING STACK VENT
R1. PLUMBING STACK VENT
CM
o
VERTICAL RACK PV PANEL
MOUNTING SYSTEM, TYP
CONDUIT FOR
PV ARRAY
CM
R3. PV CONDUIT
CM
-
CD
O R3
CT>
R3
T
7 ROW x 6 COLUMN PV ARRAY
C.1
National Institute of
Standards and Technology
R2. SOIL GAS VENT
CONDUIT FOR
PV ARRAY
CONDUIT FOR
PV ARRAY
CM
PROJECT:
O R3
r
D
Net Zero Energy
Residential Test
Facility
CD
NIST Campus
Gaithersburg, MD
o>
CM
CM
L
CM
^r
CD
J
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CD
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U.S. Department of Energy
CD
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
CD
I*-
I
(D
ENERGY
C7)
Energy Efficiency &
Renewable Energy
<75
CM
Jr
1
B
o
LINE OF STUD WALLS iBELOW
CM
A
-V
A
LINE OF CLADDING BELOW
r
CM
n
CM
MARK
co
"V
SOLAR HOT WATER PANELS
1
1
UPDATED
DATE
DESCRIPTION
ISSUE:
ID
i
06/29/10
A.1
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
ROOF PLAN
1
ROOF PLAN
SCALE AS NOTED
SCALE: 1/4" = 1’-0"
A-113
o
GENERAL SHEET NOTES
1.
LIMIT THE OVERALL ESTIMATED WASTE FACTOR
ON THE FRAMING ORDER TO 10% OR LESS
2.
STRUCTURAL FRAMING CONNECTIONS FOR 2x4
ROOF OVERHANG OUTRIGGERS (TO RESIST
WIND UPLIFT):
BUILDING SCIENCE
CORPORATION
(1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO
RAFTER RIM BOARD;
1
2
4.1
4
3
5
6
6.1
(1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO
RAFTER, 4" FROM END OF 2x4.
7
3.
15'-5"
1'-0"
r-o1
7^
13'-5"
---- ;L
RAFTER LEDGER TO WALL STUDS: (2) %" LAG
SCREWS AT 24" O.C. (MINIMUM PENETRATION
INTO STUD OF 2");
r-o’
7!------------ 7 ~
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2X4 FASCIA NAIL ER
CEILING JOIST LEDGER TO WALL STUDS: (1) %'
LAG SCREW AT 24" O.C. (MINIMUM
PENETRATION INTO STUD OF 2");
F.1
3.5" x 9.25" LSL 1.3E
BEAM
1-3/4" x 9.25" LSL 1.3E BELOW
RAFTER TO LEDGER: USP AC7 ANGLE BRACKET;
1-3/4" x 9.255" LSL. 1.3E BELOW
o
24'-1
iL
7'
1'-4"
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6.
2X6 FASTENED BACK
--------- — -----------T0-2X8 LEDGER, TYP.
:i
L
2X LEDGER ON TCP OF
ROOF RIGID INSULATION
2X8 LEDGER INSTALLED ON TOP
OF WALL RIGID INSULATION
4'-0'
7 ~
4-0'
7'-0'
-7<-
2X4 OUTLOOK A-/ 24" O.C. INSTALLED
ON TOP OF ROOF SHEATHING WITHIN
ROOF RIGID INSULATION, TYP.
"7 ~
-v
E.1
(2)1.75" x 9.25 LSL 1.55E BEAM
m
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2X4 FASCIA NAIL ER
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(2)1.75" x 9.25 LSL 1.55E BEAM
00
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1.
CM
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A
D
CONCEALED HANGER SCREWED THROUGH
INSULATION TO BLOCKING IN HOUSE WALL
National Institute of
Standards and Technology
Net Zero Energy
Residential Test
Facility
m
m
3
O SHEET KEYNOTES
2X4 OUTLOOK AT 24" O.C. INSTALLED
ON TOP OF ROOF SHEATHING WITHIN
ROOF RIGID INSULATION, TYP.
2X12 RAFTERS AT 24" O.C. ; §" ROOF
SHEATHING WITH H-CLIPS;
2x6 CEILING JOISTS BELOW AT 24" O.C.
2x12 RIDGE
BOARD
O
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PROJECT:
J
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LO
2x FRAMING MEMBERS TO BE FSC-CERTIFIED.
m.
i
CNJ
C.1
7.
2X4 LEDGER INSTALLED ON TOP
OF ROOF SHEATHING
oo
STRUCTURAL FRAMING CONNECTIONS FOR
SCREEN PORCH ROOF (TO RESIST WIND UPLIFT
AND FOR BRACING):
FASTEN PORCH ROOF SHEATHING TO LEDGER
USING 8d COMMON NAILS AT 3" O.C.
7 ~
-7<-
STRUCTURAL FRAMING CONNECTIONS FOR
FRONT PORCH AND BREEZEWAY COLUMNS (TO
RESIST WIND UPLIFT):
FASTEN 2x LEDGER AT SLOPE-CUT ENDS OF
RAFTERS TO WALL STUDS AT 24" O.C. USING (2)
%" LAG SCREWS, TOP AND BOTTOM,
PENETRATING MINIMUM 2-1/2" INTO STUDS
ALONG LENGTH OF LEDGER;
2X4 FASCIA NAIL ER
15'-0"
CONSULTANT:
BEAM TO STRUCTURAL COLUMN AND COLUMN
BASE TO SONOTUBE CONNECTION TO FOLLOW
COLUMN SUPPLIER'S INSTRUCTIONS; UPLIFT
LOAD IS 800 LBS NOMINAL.
2X4 FASCIA NAILER
2X4 OUTLOOK AT 24" O.C. INSTALLED
ON TOP OF ROOF SHEATHING WITHIN
ROOF RIGID INSULATION, TYP.
STRUCTURAL FRAMING CONNECTIONS FOR
BREEZEWAY:
USE TIE STRAP AT EACH RAFTER TO TIE
RAFTERS TO CEILING JOISTS.
2X12 LEDGER INSTALLED ON TOP
OF WALL RIGID INSULATION
o
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CEILING JOIST TO LEDGER: 4 16d TOE-NAILS OR
USE USP A3 ANGLE BRACKET.
4.
2X12 RAFTERS AT 24" O.C.;
ROOF SHEATHING
WITH H-CLIPS; 2x6 CEILING
JOISTS BELOW AT 24" O.C.
22-9'
CM
STRUCTURAL FRAMING CONNECTIONS FOR
FRONT PORCH ROOF TO RESIST WIND UPLIFT:
STRUCTURAL COLUMN, TYP.
■
2X4 FASCIA NAILER
m
m
NIST Campus
Gaithersburg, MD
m
CO
■'vf
U.S. Department of Energy
CNJ
Research Toward Zero Energy Homes
CD
c
J'
r
L
I
T
U.S. DEPARTMENT OF
ENERGY
2X4 FASCIA NAILER
S)
2X4 OUTLOOK AT 24" O.C. INSTALLED
ON TOP OF ROOF SHEATHING WITHIN
ROOF RIGID INSULATION, TYP.
2X4 LEDGER INSTALLED ON TOP
OF ROOF SHEATHING
r
1
HATCH INDICATES EXTENT OF
MAIN HOUSE FRAMING
r
A
2X LEDGER ON TOP OF ROOF
RIGID INSULATION
2X10 LEDGER INSTALLED ON TOP
OF WALL RIGID INSULATION
II
r
n
CD
<N
-V
/
<D
1
2X12 RAFTERS AT 24" O.C. ; §" ROOF SHEATHING WITH H-CLIPS;
2x6 CEILING JOISTS BELOW AT 24" O.C.
STRUCTURAL COLUMN, TYP.
(2)1.75" x 9.25 LSL 1.55E BEAM
z.
K
(2)1.75" x 9.25 LSL 1.55E BEAM
v-
(2) 1-3/4" x 9.25" L 3L
1.3E BELOW
v-
11 ’-7'
7
ir-11"
11'-7'
2'-0" ,
1'-6 1/2'
7 —
7 ~
7 —
38-8'
6-8'
8-0'
7
03/31/10 ISSUED FOR CONSTRUCTION
CD
A.1
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
00
-v
-N-
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
7 ~
1-9 1/2'
1 -9 1/2'
DESCRIPTION
O
-v
, 2'-0' V1'-(» 1/2"
LD
DATE
ISSUE:
CNJ
2XLEDGER ON
TOP OF ROOF
RIGID INSULATIO \l
(2)1.75" x 9.25 LSL 1.55E BEAM
A
MARK
2X4 FASCIA
NAILER
ii!
7 ~
7 —
B
■V
It
r
i
1 -3/4" x 9.25 LSL 1,3E BELOW
2X4 FASCIA NAILER
Energy Efficiency &
Renewable Energy
/ 1'-4"y-
SHEET TITLE:
LOWER ROOF
OVERHANG
FRAMING PLAN
I
1
LOWER ROOF OVERHANG FRAMING PLAN
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
A-114
o
z
GENERAL SHEET NOTES
1.
LIMIT THE OVERALL ESTIMATED WASTE FACTOR
ON THE FRAMING ORDER TO 10% OR LESS
2.
STRUCTURAL FRAMING CONNECTIONS FOR 2x4
ROOF OVERHANG OUTRIGGERS (TO RESIST
WIND UPLIFT):
BUILDING SCIENCE
CORPORATION
(1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO
RAFTER RIM BOARD;
1
2
4.1
4
3
5
6
(1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO
RAFTER, 4" FROM END OF 2x4.
7
6.1
3.
2x FRAMING MEMBERS TO BE FSC-CERTIFIED.
F.1
f"
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
34-8'
7^
1-4" , 2-0
28’-0’
■ 2-0"
7^
r-4"
7
“
“V
\
CM
F
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CM
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PROJECT:
E.1
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Standards and Technology
v;
X i
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CM
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CM
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CO
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CO
CO
CO
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Residential Test
Facility
jj-
C.1
NIST Campus
Gaithersburg, MD
4f
-j|
2X4 FASCIA NAILER, TYP.
c
I_
2X4 OUTLOOK AT 24" O.C. INSTALLED
ON TOP OF ROOF SHEATHING WITHIN
ROOF RIGID INSULATION, TYP.
•*r\
U.S. Department of Energy
&
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
ENERGY
■M-
2X4 INSTALLED ON TOP
OF ROOF SHEATHING, TYP.
r,J
-zs
Energy Efficiency &
Renewable Energy
±
i
HATCH INDICATES EXTENT OF
MAIN HOUSE FRAMING
O
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I
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CM
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B
O
CM
A
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CM
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■V
MARK
DATE
ISSUE:
1’-4"
7
2-0
-7^-
28’-0'
2’-0"
DESCRIPTION
■V
03/31/10 ISSUED FOR CONSTRUCTION
1’-4"
34-8'
A.1
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-PLAN-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
UPPER ROOF
OVERHANG
FRAMING PLAN
i
1
UPPER ROOF OVERHANG FRAMING PLAN
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
A-115
o
z
GENERAL SHEET NOTES
CEILING ELEMENTS SHOWN FOR LOCATION
ONLY; SEE E-001 FOR LIGHT FIXTURE
SCHEDULE; SEE M-001 FOR DUCTWORK
LEGEND. REFER TO MECHANICAL AND
ELECTRICAL DRAWINGS FOR FIXTURE AND
GRILLE SPECIFICATIONS.
2.
ALL CEILING HEIGHTS AT 9’-0" A.F.F., UNLESS
OTHERWISE NOTED.
3.
SEE SPRINKLER PLAN FOR SPRINKLER HEAD
LOCATIONS.
4.
DIMENSIONS ARE TO FACE OF STUD AND
CENTER OF CEILING ELEMENT.
5.
SITE-BUILT ACCESS PANELS FIT WITHIN
FRAMING MEMBERS ABOVE. SEE FRAMING
PLANS FOR SIZE AND LOCATION. APPLY
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COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
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SEE A-601 FOR WINDOW SCHEDULE.
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SEE A-603 FOR PENETRATION SCHEDULE.
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SIDING TO BE PAINTED P-12.
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ALL TRIM AND SOFFITS TO BE PAINTED P-13.
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BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
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E9
12
B.O. CEILING JOISTS
EL. +8-11
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EL. +0-0
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4
ISSUE:
UPDATED
07/27/10
UPDATED
06/29/10
UPDATED
DATE
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
E2. EXTERIOR LANTERN
E3.
WEATHER PROTECTED OUTLET
E4.
CONDUIT FOR FUTURE GAS FURNACE
E5. DRYER VENT
E6. RANGE HOOD VENT
E7. HRV EXHAUST
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-ELEV-NZERTF
DRAWN BY:
CHECKED BY:
CG
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
E8. HRV INLET
E9. INSTRUMENTATION CONDUIT
—
T.O. GARAGE FOUNDATION WALL
EL. -0'-5
GRADE AND T.O. GARAGE SLAB
EL. -2'-4
T.O. GARAGE FOOTING
EL. -4'-0
E1. COLLECTOR PANEL CONDUIT
MARK
08/03/10
E10. CONDUIT FOR FUTURE GAS WATER HEATER
LOWEST POINT
CONDUIT FOR INSTRUMENTATION
THROUGH WALL AT RIM JOIST
UNDER BREEZEWAY ROOF
EXTERIOR
ELEVATIONS
E11. FUTURE MULTI-SPLIT OUTDOOR UNIT
CONNECTION
E12. HOSE BIBB
F4. SUMP PUMP OUTLET
SCALE AS NOTED
F9.
RIGHT SIDE (EAST) GARAGE ELEVATION
AIR-TO-AIR OUTDOOR UNIT CONNECTION
F10. FUTURE AIR-TO-AIR OUTDOOR UNIT
CONNECTION
R1. PLUMBING STACK VENT
SCALE: 1/4"= 1'-0"
R2. SOIL GAS VENT
A-203
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SEE A-602 FOR FINISH SCHEDULE.
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ALIGN SWITCH AND RECEPTACLE PLATES WITH
TOP OF TILE IN KITCHENS AND BATHROOMS.
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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G12. INTERIOR DOOR
G13. BUILT-UP COLUMN
G14. COLUMN BASE TRIM
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G16. WOOD CAP
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B7.
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B9.
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National Institute of
Standards and Technology
Net Zero Energy
Residential Test
Facility
B10. ACCESSIBLE LAVATORY
NIST Campus
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B11. ACCESSIBLE TOILET
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B17. FRAMELESS GLASS SHOWER DOOR, TEMPERED
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ISLAND ELEVATION
KITCHEN ELEVATION
KITCHEN ELEVATION
SCALE: 1/2" = 1'-0’
SCALE: 1/2"= 1'-0
SCALE: 1/2" = 1'-0"
ii
U.S. Department of Energy
Research Toward Zero Energy Homes
B19. 6" DEEP NICHE
U.S. DEPARTMENT OF
KITCHEN:
ENERGY
Energy Efficiency &
Renewable Energy
K1. WALL CABINET
K2. BASE CABINET
K3. END PANEL
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ISSUE:
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
S2. WOOD BALUSTER
7
7
DATE
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PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-ELEV-NZERTF
DRAWN BY:
KG, HW
CHECKED BY:
BP
9'-O'
7
3'-4'
3'-0'
6'-9"
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
P2. PORCH DOOR
P3.
EXTERIOR FIBER CEMENT LAP SIDING
P4.
% x 6 DOOR TRIM
P5.
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SCALE: 1/2"= 1'-0"
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P14. 21/2" BEADBOARD
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ALL TROPICAL WOOD, IF USED, MUST BE
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ALIGN SWITCH AND RECEPTACLE PLATES WITH
TOP OF TILE IN KITCHENS AND BATHROOMS.
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G12. INTERIOR DOOR
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G13. BUILT-UP COLUMN
G14. COLUMN BASE TRIM
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G17. MANTLE
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Research Toward Zero Energy Homes
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U.S. DEPARTMENT OF
SCALE: 1/2" = 1'-0’
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03/31/10 ISSUED FOR CONSTRUCTION
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KG, HW
CHECKED BY:
BP
SCREEN PORCH:
P1. EXTERIOR WATER TABLE
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
P2. PORCH DOOR
CD
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STAIR ELEVATION
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P14. 21/2" BEADBOARD
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
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U.S. Department of Energy
Research Toward Zero Energy Homes
B19. 6" DEEP NICHE
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Energy Efficiency &
Renewable Energy
K1. WALL CABINET
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3'-4'
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ISSUE:
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
S1. WOOD HANDRAIL
y
S2. WOOD BALUSTER
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-ELEV-NZERTF
DRAWN BY:
KG, HW
CHECKED BY:
BP
S3. WOOD TREAD
o
S4. WOOD TRIM
CD
EQ.
7 ~
EQ.
7
CD
S6. WOOD POST
N-
II
B9
S5. WOOD STRINGER
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(J)
(G20)
CD
v
15
2
O)
CD
o
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SCREEN PORCH:
P1. EXTERIOR WATER TABLE
(G1
O
o
o
O
o
o
o
o
00
EQ.
1
I
VC78
3/4"
FILLER
o
EQ.
EQ.
"
CO
EQ.
(G1
7 “
I
EQ.
7 “
EQ.
T
0 0
—v
—v
3/4'
FILLER
SHEET TITLE:
P2. PORCH DOOR
P3. EXTERIOR FIBER CEMENT LAP SIDING
o
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
CD
-y
2 1/8"
<L
<L
P4.
% x 6 DOOR TRIM
P5.
% TRIM BOARD
P6.
3" CROWN
P7.
5 1/2" BASE
INTERIOR
ELEVATIONS
P8. FIBER CEMENT PANEL BOARD
----- V
P9.
%" WALL CAP
P10. SCREEN PANEL
I
SCALE AS NOTED
P11. SCREEN DOOR
P12. 3 1/2" TRIM
3
MASTER BATH ELEVATION
SCALE: 1/2" = 1’-O'
2
MASTER BEDROOM ELEVATION
SCALE: 1/2" = 1’-O'
1
MASTER BEDROOM ELEVATION
SCALE: 1/2" = 1’-O'
P13. 10" TRIM BOARD W/ INSET PANEL
P14. 21/2" BEADBOARD
P15. TRIM BOARD
A-206
o
z
GENERAL SHEET NOTES
1.
ALL TROPICAL WOOD, IF USED, MUST BE
FSC-CERTIFIED.
2.
SEE A-602 FOR FINISH SCHEDULE.
3.
ALIGN SWITCH AND RECEPTACLE PLATES WITH
TOP OF TILE IN KITCHENS AND BATHROOMS.
O SHEET KEYNOTES
GENERAL:
G1.
CROWN MOULDING
G2.
BASE MOULDING
G3.
PAINTED WALL
G4.
WINDOW HEAD TRIM
G5.
1x4 WINDOW JAMB TRIM
G6.
WINDOWSILL TRIM
G7.
CASED OPENING HEAD TRIM
G8.
1X6 CASED OPENING JAMB TRIM
G9.
CASED OPENING BASE TRIM
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
G10. DOOR HEAD TRIM
G11. 1X4 DOOR JAMB TRIM
G12. INTERIOR DOOR
G13. BUILT-UP COLUMN
G14. COLUMN BASE TRIM
r
n
L
J
G15. WOOD PANEL
G16. WOOD CAP
G17. MANTLE
G18. MANTLE TRIM
G19. BASE CABINET
G20. WOOD SHELF
G21. 1"x 4" DOOR HEAD TRIM
BATH:
PROJECT:
B1.
TILE
B2.
HAND HELD SHOWER
B3.
SHOWER SEAT
B4.
GRAB BAR
B5.
TOWEL BAR
B6.
TOWEL RING
B7.
TOILET PAPER HOLDER
B8.
MIRROR
B9.
FRAMELESS MIRROR
National Institute of
Standards and Technology
Net Zero Energy
Residential Test
Facility
B10. ACCESSIBLE LAVATORY
NIST Campus
Gaithersburg, MD
B11. ACCESSIBLE TOILET
B12. TOILET
B13. BATHTUB
B14. VANITY BASE CABINET
B15. SOLID SURFACE BACKSPLASH
B16. SOLID SURFACE COUNTERTOP
B17. FRAMELESS GLASS SHOWER DOOR, TEMPERED
B18. SOLID SURFACE BATHTUB DECK
U.S. Department of Energy
Research Toward Zero Energy Homes
B19. 6" DEEP NICHE
U.S. DEPARTMENT OF
KITCHEN:
ENERGY
Energy Efficiency &
Renewable Energy
K1. WALL CABINET
K2. BASE CABINET
17-11 1/2"
5'-1 O'
v-
K3. END PANEL
v-
K4. SUPPORT BRACKET
ir-2'
5'-0"
-7^-
6-9 1/2’
V-
2'-8"
3'-2'
K5. RANGE HOOD EXHAUST DUCT
V-
K6. TILE BACKSPLASH
V
m
-v
z
-v
K7. SOLID SURFACE BACKSPLASH
K8. SOLID SURFACE COUNTERTOP
MARK
18"x 18"
ACCESS
PANEL
STAIR:
DATE
ISSUE:
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
S1. WOOD HANDRAIL
S2. WOOD BALUSTER
JK
S4. WOOD TRIM
2-0'
S5. WOOD STRINGER
r
G3
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-ELEV-NZERTF
DRAWN BY:
KG, HW
CHECKED BY:
BP
S3. WOOD TREAD
€>
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£
o
G3
G)
S6. WOOD POST
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1
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G2
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P1. EXTERIOR WATER TABLE
Sr- —nr
^^^\------------------- V
£
SHEET TITLE:
P2. PORCH DOOR
CD
]
©©
©©
SCREEN PORCH:
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
P3.
EXTERIOR FIBER CEMENT LAP SIDING
P4.
% x 6 DOOR TRIM
P5.
% TRIM BOARD
P6.
3" CROWN
P7.
5 1/2" BASE
INTERIOR
ELEVATIONS
P8. FIBER CEMENT PANEL BOARD
P9. %" WALL CAP
P10. SCREEN PANEL
i
SCALE AS NOTED
P11. SCREEN DOOR
P12. 3 1/2" TRIM
3
1ST FLOOR HALL ELEVATION
SCALE: 1/2"= 1'-0"
2
BEDROOM 2 ELEVATION (BEDROOM 3 SIMILAR)
SCALE: 1/2" = 1'-0’
1
BATH #2 ELEVATION
SCALE: 1/2"= 1'-0'
P13. 10" TRIM BOARD W/ INSET PANEL
P14. 21/2" BEADBOARD
P15. TRIM BOARD
A-207
o
z
GENERAL SHEET NOTES
A.1
A
5'-8"
D
B
2'-0"
7L
16'-6'
F
20'-0"
-><-
-><-
1.
CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
2.
EWP CONNECTIONS TO FOLLOW EWP
SUPPLIER INSTRUCTIONS.
3.
FIRST AND SECOND FLOOR SOFFITS TO ALIGN
AROUND PERIMETER OF HOUSE, PORCHES
AND BREEZEWAY.
4.
EL. +0-0" IN THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.30' IN THE SITE/CIVIL
DRAWINGS.
5.
EL. +0'-23/8" (T.O. FIRST FLOOR SUBFLOOR) IN
THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.5' IN THE SITE/CIVIL
DRAWINGS.
6.
EL. -9'-1iy2" (T.O. BASEMENT SLAB) IN THE
ARCHITECTURAL DRAWINGS CORRESPONDS
TO 451.34 IN THE SITE/CIVIL DRAWINGS.
F.1
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
10-10"
CONSULTANT:
I
O SHEET KEYNOTES
I
I
3'-1 7/8’
$
6'-8 1/8" RAFTER
'AN
7 *-
UNVENTED ROOF ASSEMBLY:
ASPHALT SHINGLES,
CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE,
6'-8" RAFTER SPAN
7 ~
2x14 RIDGE
BOARD
T.O. ROOF STRUCTURAL RIDGE
EL. +16-9 1/8’
t
12
f" PLYWOOD SHEATHING WITH H-CLIPS,
5" OF FOIL-FACED POLYISOCYANURATE IN 3 LAYERS (1-1/2", 2", 1-1/2"),
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
1/2" PLYWOOD SHEATHING WITH H-CLIPS,
2x12 ROOF RAFTERS,
NETTED CELLULOSE INSULATION,
12
9.67
9.67
\
1VI1 1/2
12
-v
4
$
B.O. ATTIC JOISTS
EL. +9-3 3/8
/
OPEN CELL SPRAY FOAM
INSULATION (0.5 PCF)
2'-6"
"K .
m
t
2
5-
2'-4'
— CEILING ASSEMBLY:
---- (—
if" x 11^" LSL ENGINEERED JOISTS V
AT 24" O.C.,
GWB
*
EXTERIOR WALL ASSEMBLY:
FIBER CEMENT SIDING,
WOOD FURRING STRIPS,
(2) 2" FOIL-FACED POLYISOCYANURATE
WITH STAGGERED AND TAPED JOINTS,
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
O
£' PLYWOOD SHEATHING,
2x6 24" O.C. WOOD STUD WALL FILLED
WITH CELLULOSE INSULATION TO R-19
GWB
1
$
4
A-402
L
J
PROJECT:
National Institute of
Standards and Technology
Net Zero Energy
Residential Test
Facility
NIST Campus
Gaithersburg, MD
I
U.S. Department of Energy
Research Toward Zero Energy Homes
I
../
— 1ST FLOOR ASSEMBLY:
§" T & G FLOOR SHEATHING,
14" DEEP OPEN WEB WOOD JOIST
I—I
I
T.O. BASEMENT SLAB
EL. -9-11 1/2
TT
T.O. FOOTING
EL. -10-5 1/2
:JJ]=I
US
-11 £' GWB
:|
:i
:m==l
1
:l 11=111=111=111=1
— BASEMENT FLOOR ASSEMBLY:
4" CONCRETE SLAB W/ W1.4 x W1.4
WELDED WIRE MESH AT MID-DEPTH &
EMBEDDED HYDRONIC TUBING,
6 MIL POLYETHYLENE VAPOR BARRIER,
2" XPS RIGID INSULATION,
4" STONE PAD (NO FINES),
FILTER FABRIC
UNDISTURBED / NATIVE SOIL
U.S. DEPARTMENT OF
ENERGY
Energy Efficiency &
Renewable Energy
ROOF DRIP EDGE DRAINAGE IN STONE BED,
TYPICAL; SEE2/A-101A
I
- EXTERIOR WALL AT FOUNDATION
:j~| DRAINAGE MAT
E DAMPPROOFING
:JJ 10" CONCRETE WALL
;TT 2" XPS SLOTTED INSULATION
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:|
1
EXTERIOR WALL AT FIRST FLOOR FRAMING:
2" MINERAL WOOL BLANKET INSULATION COVERED WITH COIL STOCK
DRAINAGE MAT (EXTENDS UP TO INSULATING SHEATHING AND DOWN TO FOOTING)
4" CONCRETE STEM WALL
2" XPS INSULATION
OPEN CELL SPRAY FOAM INSULATION (0.5 PCF)
m
m
00
4
n
I
\
l=l
$
A-402
1/
CM
T.O. FIRST FLOOR SUBFLOOR
EL. +0-2 3/8"
T.O. FOUNDATION WALL
EL. +0-0"
GRADE
EL. -0-3 5/8
T.O. FOUNDATION WALL SHELF
EL. -T-2"
I
r
FREE DRAINING BACKFILL, UNIFIED
SOIL CLASSIFICATION SYSTEM TYPE
GW, GP, SW, OR SP
I
MARK
DATE
ISSUE:
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-SECT-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
BUILDING SECTION
1
BUILDING SECTION
SCALE AS NOTED
SCALE: 1/4" = 1'-0'
A-301
o
GENERAL SHEET NOTES
A.1
A
5'-8'
7"
D
B
2'-0"
7
E
16'-6"
V-
18'-0"
1.
CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
2.
EWP CONNECTIONS TO FOLLOW EWP
SUPPLIER INSTRUCTIONS.
3.
FIRST AND SECOND FLOOR SOFFITS TO ALIGN
AROUND PERIMETER OF HOUSE, PORCHES,
AND BREEZEWAY.
4.
EL. +0'-0" IN THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.30' IN THE SITE/CIVIL
DRAWINGS.
5.
EL. +0-2%" (T.O. FIRST FLOOR SUBFLOOR) IN
THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.5' IN THE SITE/CIVIL
DRAWINGS.
6.
EL. -9'-1iy2" (T.O. BASEMENT SLAB) IN THE
ARCHITECTURAL DRAWINGS CORRESPONDS
TO 451.34' IN THE SITE/CIVIL DRAWINGS.
G
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
2'-0'
CONSULTANT:
O SHEET KEYNOTES
19'-3" RAFTER SPAN
19'-3" RAFTER SPAN
7l
7-
”7
“
UNVENTED ROOF ASSEMBLY:
ASPHALT SHINGLES,
CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE,
$
4
T.O. ROOF RIDGE
EL. +27-5 3/8
T.O. 4/12 ROOF STRUCTURAL RIDG
EL. +26-11 1/2"
II
f" PLYWOOD SHEATHING WITH H-CLIPS,
5" OF FOIL-FACED POLYISOCYANURATE IN 3 LAYERS (1-1/2", 2", 1-1/2"),
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
1/2" PLYWOOD SHEATHING WITH H-CLIPS,
1-3/4" X 11-7/8" LSL ENGINEERED ROOF RAFTERS,
CELLULOSE INSULATION,
1-1/4" x 14" LSL
RIDGE BOARD
12
12
4-
4
4
J
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B.O. CEILING JOISTS
EL. +19'-7 1/4
igg?
*
SEE A-509 FOR FLASHING AT
ROOF-TO-WALL INTERSECTIONS
LEDGER BOARDS (FOR RAFTERS AND CEILING
JOISTS) ON TOP OF INSULATING SHEATHING
2'-4'
J.
— ATTIC FLOOR ASSEMBLY
1/2" PLYWOOD SUBFLOOR (PARTIAL)
13/4" X11 LSL ENGINEERED CEILING JOIST
£' GWB
FRONT PORCH ROOF ASSEMBLY:
ASPHALT SHINGLES,
FULLY-ADHERED PEEL-AND-STICK ROOF MEMBRANE
$
$
\
ii
4"
T.O. FIRST FLOOR SUBFLOOR
EL. +0-2 3/8
T.O. FOUNDATION WALL
EL. +0-0"
GRADE
EL. -0-3 5/8
T.O. FOUNDATION WALL SHELF
EL. -1'-2"
EXTERIOR WALL ASSEMBLY:
FIBER CEMENT SIDING,
WOOD FURRING STRIPS,
(2) 2" FOIL-FACED POLYISOCYANURATE
WITH STAGGERED JOINTS,
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
PLYWOOD SHEATHING,
9.67 2x6 24" O.C. WOOD STUD WALL FILLED
WITH CELLULOSE INSULATION TO R-19
4’
m ±-
T-8'
7Y-
£
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2ND FLOOR ASSEMBLY:
ii
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4
A-508
y
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Gaithersburg, MD
OPEN CELL SPRAY FOAM
INSULATION (0.5 PCF) AT RIM
JOIST OF 1ST AND 2ND FLOOR
FRAMING
V A-401 J
U.S. Department of Energy
\
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Research Toward Zero Energy Homes
m
m
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3
— 1ST FLOOR ASSEMBLY:
T & G FLOOR SHEATHING,
14" DEEP OPEN WEB WOOD JOIST
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1=11 2" FOIL-FACED POLYISOCYANURATE INSULATION
GWB
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U.S. DEPARTMENT OF
ENERGY
Energy Efficiency &
Renewable Energy
ROOF DRIP EDGE DRAINAGE
UNDERNEATH STONE BED OF PATIO;
SEE 5/A-101A
1
IF
I l=l 11:
EXTERIOR WALL A T FIRST FLOOR RIM JOIST (A T PA TIO):
2" MINERAL WOOL BLANKET INSULATION COVERED W/ COIL STOCK
DRAINAGE MAT (EXTENDS UP TO INSULATING
SHEATHING AND DOWN TO FOOTING)
4" CONCRETE STEM WALL
2" XPS INSULATION
OPEN CELL SPRAY FOAM INSULATION (0.5 PCF)
oo
V
FOOTING
EL. -10-5 1/2
4 T.O.
Net Zero Energy
Residential Test
Facility
£' GWB
SONOTUBE BEYOND,
UNDER PORCH COLUMN
T.O. BASEMENT SLAB
EL. -9-11 1/2
National Institute of
Standards and Technology
T & G FLOOR SHEATHING,
14" DEEP OPEN WEB WOOD JOIST,
ii
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FRONT PORCH CEILING ASSEMBLY:
2x6 JOISTS AT 24" O.C.,
BEADBOARD
FRONT PORCH FLOOR ASSEMBLY:
6" CONCRETE SLAB WITH WELDED WIRE MESH
SLOPED AWAY FROM HOUSE WITH BROOM FINISH
COMPACTED STONE BASE,
$
PROJECT:
12
B.O. FLOOR JOISTS
EL. +9-3 3/8
2'-4"
7 ~
O
6
$
I
I
CM
§" PLYWOOD SHEATHING WITH H-CLIPS,
2x12 ROOF RAFTERS,
T.O. SECOND FLOOR SUBFLOOR
EL. +10-6 1/4
3 1/4'
+
ii
l=l I l:
— BASEMENT FLOOR ASSEMBLY:
4" CONCRETE SLAB W/ W1.4 x W1.4 WELDED WIRE
MESH AT MID-DEPTH & EMBEDDED HYDRONIC TUBING,
6 MIL POLYETHYLENE VAPOR BARRIER,
2" XPS RIGID INSULATION,
4" STONE PAD (NO FINES),
FILTER FABRIC
UNDISTURBED / NATIVE SOIL
mm*
MARK
05/07/10
UPDATED
DATE
DESCRIPTION
ISSUE:
03/31/10 ISSUED FOR CONSTRUCTION
I l=l I l=l 11;
FREE DRAINING BACKFILL, UNIFIED
SOIL CLASSIFICATION SYSTEM TYPE
GW, GP, SW, OR SP
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-SECT-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
BUILDING SECTION
i
1
BUILDING SECTION
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
A-302
o
z
GENERAL SHEET NOTES
A.1
A
5'-8'
D
B
v 2'-°"
1.
CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
2.
EWP CONNECTIONS TO FOLLOW EWP
SUPPLIER INSTRUCTIONS.
3.
FIRST AND SECOND FLOOR SOFFITS TO ALIGN
AROUND PERIMETER OF HOUSE, PORCHES
AND BREEZEWAY.
4.
EL. +0'-0" IN THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.30' IN THE SITE/CIVIL
DRAWINGS.
5.
EL. +0'-23/8" (T.O. FIRST FLOOR SUBFLOOR) IN
THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.5' IN THE SITE/CIVIL
DRAWINGS.
6.
EL -9'-1 iy2" (T.O. BASEMENT SLAB) IN THE
ARCHITECTURAL DRAWINGS CORRESPONDS
TO 451.34' IN THE SITE/CIVIL DRAWINGS.
G
16'-6"
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
20'-0'
CONSULTANT:
O SHEET KEYNOTES
19'-3" RAFTER SPAN
19'-3" RAFTER SPAN
T.O. ROOF RIDGE
EL. +27-5 3/8
T.O. 9.67/12 ROOF STRUCTURAL RIDGE
EL. +26-10 1/8
1-1/4" x 14" LSL
RIDGE BOARD
12
UNVENTED ROOF ASSEMBLY:
ASPHALT SHINGLES,
CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE,
PLYWOOD SHEATHING WITH H-CLIPS,
5" OF FOIL-FACED POLYISOCYANURATE IN 3 LAYERS (1-1/2", 2", 1-1/2"),
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
1/2" PLYWOOD SHEATHING WITH H-CLIPS,
1-3/4" X 11-7/8" LSL ENGINEERED ROOF RAFTERS,
CELLULOSE INSULATION,
12
9.67
9.67
B.O. CEILING JOISTS
EL. +19'-7 1/4
nn
— ATTIC FLOOR ASSEMBLY
1%"x11 LSL ENGINEERED CEILING JOIST
Jr" GWB
£' GWB
O
CD
1--11 1/2"
4
T.O. SECOND FLOOR SUBFLOOR
EL. +10-6 1/4’
*
B.O. FLOOR JOISTS
EL. +9-3 3/8
1
2
L-j
H
4"
4'
-V
OPEN CELL SPRAY FOAM
INSULATION (0.5 PCF) AT RIM
JOIST OF 1ST AND 2ND FLOOR
FRAMING
o
4
*
4
T.O. FIRST FLOOR SUBFLOOR
EL. +0-2 3/8"
T.O. FOUNDATION WALL
EL. +0-0
GRADE
EL. -0-3 5/8
T.O. FOUNDATION WALL SHELF
EL. -1'-2"
2 PLYWOOD SHEATHING,
2x6 24" O.C. WOOD STUD WALL FILLED WITH CELLULOSE INSULATION TO R-19
f GWB
4
T.O. FOOTING
EL. -10-5 1/2
U.S. Department of Energy
U.S. DEPARTMENT OF
I
m
_
I-
— 1ST FLOOR ASSEMBLY:
I
2
| EXTERIOR WALL A T FIRST FLOOR FRAMING (A T PA TIO):
“ 2" MINERAL WOOL BLANKET INSULATION COVERED W/ COIL STOCK
DRAINAGE MAT (EXTENDS UP TO INSULATING
SHEATHING AND DOWN TO FOOTING)
4" CONCRETE STEM WALL
2" XPS INSULATION
OPEN CELL INSULATION (0.5 PCF)
g" T & G FLOOR SHEATHING,
14" DEEP OPEN WEB WOOD JOIST
I
co
11: :| 11—111—111—111—111:
$
NIST Campus
Gaithersburg, MD
Research Toward Zero Energy Homes
m
T.O. BASEMENT SLAB
EL.-9-11 1/2
PROJECT:
EXTERIOR WALL ASSEMBLY:
FIBER CEMENT SIDING,
WOOD FURRING STRIPS,
(2) 2" FOIL-FACED POLYISOCYANURATE
WITH STAGGERED JOINTS,
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
CM
CT>
J
2'-4"
— 2ND FLOOR ASSEMBLY:
§" T & G FLOOR SHEATHING,
14" DEEP OPEN WEB WOOD JOIST,
GWB
T-8'
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Net Zero Energy
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— BASEMENT FLOOR ASSEMBLY:
4" CONCRETE SLAB W/ W1.4 x W1.4 WELDED WIRE MESH
AT MID-DEPTH & EMBEDDED HYDRONIC TUBING,
6 MIL POLYETHYLENE VAPOR BARRIER,
2" XPS RIGID INSULATION,
4" STONE PAD (NO FINES),
FILTER FABRIC
UNDISTURBED / NATIVE SOIL
ROOF DRIP EDGE DRAINAGE
UNDERNEATH STONE BED OF PATIO;
SEE 5/A-101A
- EXTERIOR WALL AT FOUNDATION
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10" CONCRETE WALL
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2" XPS SLOTTED INSULATION
2" FOIL-FACED POLYISOCYANURATE INSULATION
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ENERGY
Energy Efficiency &
Renewable Energy
2 GWB
FREE DRAINING BACKFILL, UNIFIED
SOIL CLASSIFICATION SYSTEM TYPE
GW, GP, SW, OR SP
MARK
05/07/10
UPDATED
DATE
DESCRIPTION
ISSUE:
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-SECT-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
BUILDING SECTION
1
BUILDING SECTION
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
A-303
o
GENERAL SHEET NOTES
3
4
5
2'-0"
32'-0'
6
1.
CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
2.
EWP CONNECTIONS TO FOLLOW EWP
SUPPLIER INSTRUCTIONS.
3.
FIRST AND SECOND FLOOR SOFFITS TO
ALIGN AROUND PERIMETER OF HOUSE,
PORCHES AND BREEZEWAY.
4.
EL. +0'-0" IN THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.30' IN THE SITE/CIVIL
DRAWINGS.
5.
EL +0'-23/s" (T.O. FIRST FLOOR SUBFLOOR) IN
THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.5' IN THE SITE CIVIL
DRAWINGS.
6.
EL. -9'-11 V2" (T.O. BASEMENT SLAB) IN THE
ARCHITECTURAL DRAWINGS CORRESPONDS
TO 451.34 IN THE SITE/CIVIL DRAWINGS.
7
2'-0"
-><-><-
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
8'-0"
CONSULTANT:
UNVENTED UPPER ROOF ASSEMBLY:
ASPHALT SHINGLES,
CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE,
PLYWOOD SHEATHING WITH H-CLIPS,
5" OF FOIL-FACED POLYISOCYANURATE IN 3 LAYERS (1-1/2", 2", 1-1/2"),
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
1/2" PLYWOOD SHEATHING WITH H-CLIPS,
1-3/4" X 11-7/8" LSL ENGINEERED ROOF RAFTERS AT 24" 0,C,
CELLULOSE INSULATION,
5
A-508
4
$
4
T.O. ROOF RIDGE
EL. +27'-5 3/8"
\
T.O. 4/12 ROOF STRUCTURAL RIDGB
EL. +26-11 1/2
T.O. 9.67/12 ROOF STRUCTURAL F^DGE
EL. +26-10 1/8
4
4" GWB
IN SECTION
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B.O. CEILING JOISTS
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UNVENTED LOWER ROOF ASSEMBLY:
ASPHALT SHINGLES,
CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE,
PLYWOOD SHEATHING WITH H-CLIPS,
5" OF FOIL-FACED POLYISOCYANURATE IN 3 LAYERS (1-1/2", 2", 1-1/2"),
— CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
1/2" PLYWOOD SHEATHING WITH H-CLIPS,
2x12 WOOD RAFTERS AT 24" 0,C,
NETTED CELLULOSE INSULATION,
T-4'
1'-4"
— ATTIC ASSEMBLY:
1%" x 114 " LSL ENGINEERED
JOISTS AT 24" O.C.,
I' GWB
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T.O. SECOND FLOOR SUBFLOOR
EL. +10'-6 1/4"
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B.O. FLOOR JOISTS
EL. +9'-3 3/8"
I' GWB
PROJECT:
Net Zero Energy
Residential Test
Facility
— 2ND FLOOR ASSEMBLY:
NIST Campus
Gaithersburg, MD
T & G FLOOR SHEATHING,
14" DEEP OPEN WEB WOOD JOIST AT 24" O.C.,
I' GWB
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National Institute of
Standards and Technology
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OPEN CELL SPRAY
FOAM INSULATION
(0.5 PCF) AT RIM
JOIST OF 1ST AND
2ND FLOOR FRAMING
T.O. FIRST FLOOR SUBFLOOR
EL. +0'-2 3/8"
T.O. FOUNDATION WALL
EL. +0'-0
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EL. -0'-3 5/8’
T.O. FOUNDATION WALL SHELR
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EXTERIOR WALL ASSEMBLY:
FIBER CEMENT SIDING,
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WITH STAGGERED JOINTS,
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
I' PLYWOOD SHEATHING,
2x6 24" O.C. WOOD STUD WALL FILLED WITH CELLULOSE INSULATION TO R-19
4" GWB___ _ --------------------
U.S. Department of Energy
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
r— 1ST FLOOR ASSEMBLY:
l" T & G FLOOR SHEATHING,
14" DEEP OPEN WEB WOOD JOIST
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5
A-402
EXTERIOR WALL AT FIRST FLOOR FRAMING (AT GRADE):
2" MINERAL WOOL BLANKET INSULATION COVERED W/ COIL STOCK
DRAINAGE MAT (EXTENDS UP TO INSULATING
SHEATHING AND DOWN TO FOOTING)
4" CONCRETE STEM WALL
2" XPS INSULATION
l|"x14" LSL RIM JOIST
OPEN CELL SPRAY FOAM INSULATION (0.5 PCF)
ENERGY
Energy Efficiency &
Renewable Energy
00
4
4
T.O. BASEMENT SLAB
EL.-9-11 1/2"
T.O. FOOTING
EL. -10-5 1/2
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— BASEMENT FLOOR ASSEMBLY:
4" CONCRETE SLAB W/ W1.4 x W1.4 WELDED WIRE MESH
AT MID-DEPTH & EMBEDDED HYDRONIC TUBING,
6 MIL POLYETHYLENE VAPOR BARRIER,
2" XPS RIGID INSULATION,
4" STONE PAD (NO FINES),
FILTER FABRIC
UNDISTURBED / NATIVE SOIL
”
TTT
EXTERIOR WALL AT FOUNDATION
DRAINAGE MAT
DAMPPROOFING
10" CONCRETE WALL
2" XPS SLOTTED INSULATION
:|jj=|| 2" FOIL-FACED POLYISOCYANURATE INSULATION
MARK
DATE
ISSUE:
DESCRIPTION
03/31/10 ISSUED FOR CONSTRUCTION
ii'GWB
3
FREE DRAINING BACKFILL, UNIFIED
SOIL CLASSIFICATION SYSTEM TYPE
GW, GP, SW, OR SP
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-SECT-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
BUILDING SECTION
1
BUILDING SECTION
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
A-304
o
F
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GENERAL SHEET NOTES
F.1
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10'-10'
"7 ~
I
7-11 1/2'
7^
7-11 1/2'
8-1
I1-
1.
CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
2.
EWP CONNECTIONS TO FOLLOW EWP
SUPPLIER INSTRUCTIONS.
3.
FIRST FLOOR SOFFITS TO ALIGN AROUND
PERIMETER OF HOUSE, PORCHES AND
BREEZEWAY
4.
EL. +0'-0" IN THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.30' IN THE SITE/CIVIL
DRAWINGS.
VLEpGER BOARDS (FOR RAFTERS AND CEILING
JOISTS) ON TOP OF INSULATING SHEATHING
I
SCREEN PORCH ROOF ASSEMBLY:
ASPHALT SHINGLES,
FULLY-ADHERED PEEL-AND-STICK ROOF MEMBRANE
BREEZEWAY ROOF ASSEMBLY:
ASPHALT SHINGLES,
FULLY-ADHERED PEEL-AND-STICK ROOF MEMBRANE
-2 114" SPAN 4-2 114" SPAN
7d
§" PLYWOOD SHEATHING WITH H-CLIPS,
2x12 ROOF RAFTERS AT 24" O.C.,
4
12
4
I
4
1'-8’
A-402
\
4"
B.O. PORCH CEILING JOISTS
EL. +9-3 3/8
I
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SCREEN PORCH CEILING ASSEMBLY:
2x6 JOISTS AT 24" O.C.,
BEADBOARD
’-8"
8'-9 1/2"
BREEZEWAY PORCH CEILING ASSEMBLY:
2x6 JOISTS AT 24" O.C.,
BEADBOARD
BREEZEWAY FLOOR ASSEMBLY:
6" CONCRETE SLAB W/ WELDED WIRE MESH
SLOPED TO SIDES WITH BROOM FINISH
COMPACTED STONE BASE,
8'-0"
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T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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AND CEILING JOIST
4
4
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2x12 ROOF RAFTERS AT 24" O.C.,
" 7 ~
12
12
T.O. BREEZEWAY FLOOR SURFACE
EL. +0-2 3/8
BUILDING SCIENCE
CORPORATION
T.O. PORCH FOUNDATION WALL
EL. +0-2 3/8
T.O. HOUSE FOUNDATION WALL
EL. +0-0
GRADE
EL. -0-3 5/8
3'1/2'
7 7^
SCREEN PORCH FLOOR ASSEMBLY:
4" CONCRETE SLAB W/ WELDED WIRE
MESH WITH BROOM FINISH
SLOPED TO FLOOR DRAIN,
6 MIL POLYETHYLENE VAPOR BARRIER
2" XPS RIGID INSULATION UNDERNEATH
AND ON OUTER PERIMETER EDGES,
COMPACTED STONE BASE,
COMPACTED FREE DRAINING BACKFILL
5 1/2'
CD
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CONSULTANT:
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ii
$
T.O. HOUSE FOUNDATION WALL
EL. +0-0
4
ii
ROOF DRIP EDGE
DRAINAGE IN STONE BED;
SEE 2/A-101A
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STURBED SOIL OR
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4 EL. -9-11 1/2
T.O. BASEMENT SLAB
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BREEZEWAY SECTION
T.O. FOOTING
EL. -10-5 1/2
PROJECT:
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SCALE: 1/4" = 1'-0"
SCREEN PORCH SECTION
SCALE: 1/4" = 1’-0'
c
National Institute of
Standards and Technology
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Net Zero Energy
Residential Test
Facility
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9.67
24’-0'
7"
7"
NIST Campus
Gaithersburg, MD
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T.O. GARAGE ROOF RIDGE
EL. +18-10
CONTINUOUS FULLY-ADHERED PEEL AND STICK
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ROOF MEMBRANE ON THIS SECTION OF ROOF;
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1'-10 7/8"
TYPICAL GARAGE ROOF END WALL TRUSS
UNVENTED ROOF/ATTIC ASSEMBLY:
ASPHALT SHINGLES,
CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE
EXTENDING 3'-0" FROM EXTERIOR WALL TOWARDS RIDGE AND
CONTINUOUS ON 4:12 SLOPED SECTION,
12
9.67
9.67
|" PLYWOOD SHEATHING WITH H-CLIPS,
2x4 RAISED HEEL ROOF TRUSS,
6" CLOSED CELL SPRAY FOAM INSULATION (2.0 PCF) APPLIED TO
UNDERSIDE OF PLYWOOD SHEATHING; EXTEND DOWN TO TOP
PLATE,
y2" GWB
12
3
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
A-402
SCALE: 1/4" = 1'-0"
$
B.O. ROOF TRUSS
EL. +8-11
7 7/8"^
7 7/8'
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r-11"
1'-11
U.S. Department of Energy
9'-0'
5-2'
9-10"
r-11"
GARAGE WALL ASSEMBLY:
FIBER CEMENT SIDING,
WOOD FURRING STRIP,
(2) 2" FOIL-FACED POLYISOCYANURATE WITH STAGGERED
JOINTS,
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE
(EXTEND ONTO FOUNDATION WALL)
r-11"
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LOWEST POINT
OFGARAGE SLAB
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T.O. HOUSE FOUNDATION WALL
EL. +0-0
T.O. GARAGE FOUNDATION WALL
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GRADE AND T.O. GARAGE SLAB ATloWEST POINT
EL. -2'-4
T.O. GARAGE FOOTING
EL. -4 -0
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TYPICAL GARAGE ROOF TRUSS
GARAGE FOUNDATION WALL ASSEMBLY:
CULTURED STONE IN MORTAR,
T=T 6" FOUNDATION WALL,
Jjj 1 (2) 2" XPS RIGID INSULATION (ON INTERIOR) DOWN TO T.O.
FOOTING,
4=nj 1-5/8" METAL STUD WALL WITH 1/2" FOAM SILL AT BASE,
£' GWB WALL BOARD
GAR A GE FLOOR ASSEMBL Y: —
4" CONCRETE SLAB SLOPE PER 12" TOWARDS FRONT DOOR,
6 MIL POLYETHYLENE VAPOR BARRIER,
2" XPS RIGID INSULATION,
4" STONE PAD (NO FINES),
FILTER FABRIC,
UNDISTURBED / NATIVE SOIL
UPDATED
07/27/10
UPDATED
06/29/10
UPDATED
DATE
DESCRIPTION
ISSUE:
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-SECT-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
GARAGE
BREEZEWAY &
SCREEN PORCH
SECTIONS
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10 1/4V
1 '-10 7/8"
PLYWOOD SHEATHING,
2x6 24" O.C. WOOD STUD WALL FILLED WITH CELLULOSE
INSULATION TO R-19
1" GWB
MARK
08/03/10
ROOF DRIP EDGE DRAINAGE IN STONE BED,
TYPICAL; SEE2/A-101A
SCALE AS NOTED
SCALE: 1/4" = 1'-0"
GARAGE SECTION
SCALE: 1/4" = 1'-0"
A-305
o
GENERAL SHEET NOTES
i
ASPHALT ROOF SHINGLES
1.
CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
2.
EWP CONNECTIONS TO FOLLOW EWP
SUPPLIER INSTRUCTIONS.
3.
FIRST AND SECOND FLOOR SOFFITS TO ALIGN
AROUND PERIMETER OF HOUSE, PORCHES,
AND BREEZEWAY.
FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE
§" PLYWOOD ROOF SHEATHING WITH H-CLIPS; ATTACH TO ROOF
FRAMING USING GALVANIZED WOOD SCREWS (MIN. LENGTH 7-1/2")
ASPHALT ROOF SHINGLES
FULLY-ADHERED ROOF MEMBRANE OVER ALL ROOF
SHEATHING INCLUDING OVERHANG
f" PLYWOOD ROOF SHEATHING WITH H-CLIPS; ATTACH TO ROOF
FRAMING USING GALVANIZED WOOD SCREWS (MIN. LENGTH 7-1/2")
5" OF FOIL-FACE POLYISOCYANURATE INSULATING SHEATHING IN 3
LAYERS (1.5", 2", 1.5"); EXTEND TO OUTER EDGE OF ROOF OVERHANG;
JOINTS STAGGERED
BUILDING SCIENCE
CORPORATION
CONTINUOUS FULLY -ADHERED AIR BARRIER MEMBRANE
CONTINUOUS WITH MEMBRANE OVER WALL SHEATHING
1 FOIL-FACED POLYISOCYANURATE SHEATHING
2x4 (PLANED TO EXACTLY 3 £') TO FORM OUTRIGGER FRAMING AT 2'-0"
O.C.;
PLYWOOD SHEATHING WITH H-CLIPS
2" FOIL-FACED POLYISOCYANURATE SHEATHING; AT EAVE, FIT
TIGHTLY BETWEEN OUTRIGGER FRAMING
1 FOIL-FACED POLYISOCYANURATE SHEATHING; AT EAVE, FIT
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BARRIER
EXTEND INSULATING SHEATHING ON WALL UP TO PLYWOOD ON
UNDERSIDE OF ROOF INSULATING SHEATHING; JOINTS STAGGERED
AND TAPED ON OUTER LAYER
1/2" PLYWOOD WALL SHEATHING
(2) LAYERS OF FOIL-FACED POLYISOCYANURATE;
EXTEND UP TO PLYWOOD UNDERNEATH ROOF
INSULATION SHEATHING; STAGGER JOINTS AND
TAPE ON OUTER LAYER
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2'-4"
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BOTTOM OF CEILING JOIST
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T: (978) 589-5100 F: (978) 589-5103
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1£' x 35" LOOKOUT FRAMING AT 24" O.C.
WITH 2 LAYERS OF INSULATING
SHEATHING
i" PLYWOOD SHEATHING WITH H-CLIPS
i" PLYWOOD
y2" BEADBOARD SOFFIT
1" x 8f" FRIEZE BOARD
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SCALE: 3/4" = 1'-0’
FIBER CEMENT SIDING
1 x4WD FURRING STRIP
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TYPICAL DETAIL AT SECOND FLOOR ROOF/WALL CONNECTION
SCALE: 1-1/2" = 1'-0"
(2) LAYERS 2" FOIL-FACED POLYISOCYANURATE
RIGID INSULATION, JOINTS STAGGERED
HORIZONTALLY AND VERTICALLY, OUTER LAYER
SEALED WITH TAPE
CONTINUOUS FULLY-ADHERED AIR BARRIER
MEMBRANE COVERING PLYWOOD SHEATHING
SEALED ONTO FOUNDATION WALL
2x6 24" O.C. WOOD STUD WALL WITH
CELLULOSE CAVITY INSULATION
f GWB, PAINTED WITH LATEX PAINT
PLYWOOD SHEATHING
WATER TABLE CAP (SLOPE TOP)
3
CLADDING VENT
CAPILLARY BREAK BELOW 2x4 WOOD
SILL PLATE, 6 MIL POLY OR EQUAL
A-401
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14" DEEP OPEN WEB FLOOR JOIST
WITH l" FLOOR SHEATHING
1x4 FURRING STRIP ATTACHED TO WALL FRAMING
2 LAYERS OF 2" FOIL-FACED POLYISOCYANURATE
INSULATING SHEATHING (JOINTS STAGGERED AND
TAPED ON OUTER LAYER)
\ PLYWOOD SHEATHING
CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE OVER
PLYWOOD SHEATHING AND SEALED ONTO THE FOUNDATION
WALL
CLADDING VENT
INSECT SCREEN AROUND BOTTOM OF INSULATION
2x6 WALL BOTTOM PLATE
2x4 TREATED SILL PLATE
CAPILLARY BREAK
WOOD FILLER
£ SUBFLOOR
ALUMINUM COIL STOCK; ATTACH BEHIND
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OVER MINERAL WOOL INSULATION
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Research Toward Zero Energy Homes
ROOF EDGE DRAINAGE SYSTEM,
UNDER PATIO; SEE 5/A-101A FOR DETAIL
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-9/
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DESCRIPTION
ISSUE:
03/31/10 ISSUED FOR CONSTRUCTION
A-PLOT-WSEC-NZERTF
DRAWN BY:
CG
----- LIQUID-APPLIED CAPILLARY BREAK (MUST DRY
- TACK FREE) APPLIED ON TOP OF FOOTING PRIOR
“ TO PLACING / CASTING CONCRETE FOUNDATION
“ WALL
CHECKED BY:
BP
— FILTER FABRIC PLACED UNDER PERIMETER
------ DRAIN AND WRAPPED AROUND GRAVEL
SHEET TITLE:
4"
PERFORATED
DRAIN
PERIMETER
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
WALL SECTIONS &
DETAILS
CONTINUOUS CONCRETE FOOTING 2'-0" WIDE
x 10" DEEP
4" PVC PIPE THROUGH BOTTOM FOOTING
CONNECTING INTERIOR AND EXTERIOR
GRAVEL BEDS
TYPICAL WALL SECTION AT PATIO/FRONT PORCH
SCALE: 3/4" = 1’-0'
DATE
MARK
CAD DWG FILE:
COARSE GRAVEL (NO FINES)
n
UPDATED
NIST NZERTF
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05/07/10
PROJECT NO:
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ENERGY
Energy Efficiency &
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GEOCOMPOSITE
BELOW-GRADE DRAINAGE
SYSTEM FROM BOTTOM OF
INSULATING SHEATHING
(COVERING PLYWOOD
SHEATHING AT RIM JOIST)
DOWN TO FOOTING
%" x 12" A307 STEEL ANCHOR BOLT AS ABOVE
4" GRAVEL PAD (NO FINES)
U.S. DEPARTMENT OF
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EMBEDDED HYDRONIC TUBING
TYPICAL DETAIL AT FIRST FLOOR FOUNDATION/WALL CONNECTION
- CRUSHED STONE SUBBASE (COMPACTED)
7
%" x 22" A307 STEEL ANCHOR BOLT WITH NUTS AND PLATE
WASHERS EMBEDDED 7" INTO CONCRETE. BOLTS SPACED
6'-0" O.C. MAX., MIN. (2) BOLTS PER PLATE SECTION WITH
BOLTS LOCATED NOT MORE THAN 12" OR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF THE PLATE SECTION.
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OPEN CELL SPRAY FOAM INSULATION (0.5 PCF) 5"
MIN. DEPTH
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BTW 2" XPS BOND BREAK AND FOUNDATION WALL
2X6 TREATED PLATE
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SEALANT
WOOD FILLER
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National Institute of
Standards and Technology
2" MINERAL WOOL INSULATION BLANKET
EXTENDING BEYOND PLYWOOD SHEATHING
£
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FIBER CEMENT LAP SIDING
\ " GWB WITH LATEX
PAINT
2x6 WALL FILLED WITH
CELLULOSE
INSECT SCREEN
ALUMINUM COIL STOCK
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END OF 1£' x 3^" LOOKOUT FRAMING AT
24" O.C.; 2 LAYERS OF INSULATING
SHEATHING TIGHTLY FIT BETWEEN
ASPHALT ROOF SHINGLES
GENERAL SHEET NOTES
1.
CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
2.
EWP CONNECTIONS TO FOLLOW EWP
SUPPLIER INSTRUCTIONS.
3.
FIRST AND SECOND FLOOR SOFFITS TO ALIGN
AROUND PERIMETER OF HOUSE, PORCHES
AND BREEZEWAY.
FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE
PLYWOOD ROOF SHEATHING WITH H-CLIPS;
ATTACH SHEATHING TO FRAMING USING
GALVANIZED WOOD SCREWS (MIN. LENGTH 7-1/2")
5" OF FOIL-FACE POLYISOCYANURATE INSULATING
SHEATHING IN 3 LAYERS (1.5" , 2", 1.5"); EXTEND TO
OUTER EDGE OF ROOF OVERHANG; JOINTS
STAGGERED
CAPILLARY BREAK BELOW 2x4
WOOD SILL PLATE, 6 MIL POLY OR
EQUAL
CONTINUOUS FULLY -ADHERED AIR BARRIER
MEMBRANE CONTINUOUS WITH MEMBRANE OVER
WALL SHEATHING
FOR WALL ASSEMBLY DETAILS, SEE WALL SECTION 1/A-401
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CONTINUOUS FULLY-ADHERED AIR BARRIER
MEMBRANE OVER PLYWOOD SHEATHING
EXTEND INSULATING SHEATHING ON WALL
UP TO PLYWOOD ON UNDERSIDE OF ROOF
INSULATING SHEATHING; JOINTS
STAGGERED AND TAPED ON OUTER LAYER
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3" DEEP, 3-0" WIDE PEASTONE BED
OVER STONE BED; SEE 1/LA-102
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3" CROWN MOULDING
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
STAINLESS STEEL DRIP
EDGE
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LIQUID APPLIED CAPILLARY
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1’
OPEN CELL SPRAY FOAM INSULATION (0.5 PCF) 5"
MIN. DEPTH CONTINUOUS FROM DECK TO RIM
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SCALE: 3/4" = 1-0"
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FULLY-ADHERED PEEL AND
STICK ROOF MEMBRANE
CONTINUOUS FULLY-ADHERED AIR BARRIER
MEMBRANE COVERING PLYWOOD SHEATHING
EXTENDING ONTO FOUNDATION WALL; SEAL TO
FOUNDATION WALL; USE VAPOR PERMEABLE
MEMBRANE OVER THE RIM JOIST
WATER TABLE
PLYWOOD SHEATHING
WITH H-CLIPS
%" PLYWOOD ROOF
SHEATHING WITH H-CLIPS
STAINLESS STEEL DRIP
EDGE
3" CROWN MOULDING
1/ " BEADBOARD
2
CONTINUOUS FULLY-ADHERED ROOF
MEMBRANE
6" OF CLOSED CELL SPRAY FOAM
INSULATION (2.0 PCF) APPLIED TO
UNDERSIDE OF ROOF PLYWOOD
SHEATHING; COMPLETELY FILL
ALL GAPS BETWEEN BLOCKING,
TRUSSES, AND TOP PLATE.
ASPHALT ROOF SHINGLES
CONTINUOUS FULLY-ADHERED AIR
BARRIER MEMBRANCE OVER /2"
PLYWOOD WALL SHEATHING
INSECT SCREEN WRAPPING BOTTOM OF INSULATING SHEATHING
ALUMINUM COIL STOCK ATTACHED BEHIND INSULATING SHEATHING,
BENDING OUT UNDER INSULATING SHEATHING, AND EXTENDING
BELOW GRADE OVER MINERAL WOOL INSULATION
RAISED HEEL ROOF TRUSS
STAINLESS STEEL DRIP EDGE
2" MINERAL WOOL INSULATION BLANKET EXTENDING DOWN
APPROXIMATELY 2'-0"
-
1"
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GEOCOMPOSITE BELOW-GRADE DRAINAGE SYSTEM FROM
BOTTOM OF INSULATING SHEATHING (COVERING PLYWOOD
SHEATHING AT RIM JOIST) DOWN TO FOOTING
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5/4x8 TRIM BOARD
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ALUMINUM COIL STOCK
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VAPOR BARRIER
2" XPS RIGID FOAM
SLAB INSULATION
6" GRAVEL BASE,
COMPACTED
FREE DRAINING FILL,
COMPACTED
6" CONCRETE FOUNDATION
WALL WITH HORIZONTAL #4
REBAR AT TOP AND BOTTOM
CONTINUOUS CONCRETE
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SECTION
LIQUID-APPLIED CAPILLARY
BREAK (MUST DRY TACK
FREE) APPLIED ON TOP OF
FOOTING PRIOR TO PLACING
/ CASTING CONCRETE
FOUNDATION WALL
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y PLYWOOD SHEATHING
CLADDING VENT
INSECT SCREEN WRAPPED
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METAL DRIP EDGE
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WITHIN 1'-0" (BUT AT LEAST 7 BOLT
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#4 HORIZONTAL REBAR AT TOP AND
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XPS BOARDS BTW XPS AND
FOUNDATION WALL
1-5/8" METAL STUD WALL,
UNINSULATED WITH y2" GWB AND
FOAM SILL FOR THERMAL BREAK AT
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CONTINUOUS FILLET BEAD OF
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TOWARDS GARAGE DOOR ENTRANCE
SUBBASE FOR PAVERS
6 MIL POLYETHYLENE VAPOR
BARRIER
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Residential Test
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NIST Campus
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PLANTING SOIL
FILTER FABRIC
ROOF DRIP EDGE DRAINAGE;
SEE 2/A-101A
FREE DRAINING BACKFILL:
UNIFIED SOIL CLASSIFICATION
SYSTEM TYPE GW, GP, SW, OR SP
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U.S. Department of Energy
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
ENERGY
Energy Efficiency &
Renewable Energy
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CONTINUOUS SELF-ADHERED AIR
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PLYWOOD SHEATHING SEALED
ONTO FOUNDATION WALL
National Institute of
Standards and Technology
3" DEEP, 3'-0" WIDE PEASTONE BED
FOR FOUNDATION WALL AND FOOTING
DETAILS, SEE WALL SECTION 1/A-401
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(2) LAYERS 2" FOIL-FACED
POLYISOCYANURATE INSULATION,
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2" XPS RIGID FOAM SLAB
INSULATION
4" GRAVEL PAD (NO FINES)
TYPICAL WALL SECTION AT LIVING ROOM
SCALE: 3/4" = 1'-0"
MARK
08/03/10
UPDATED
07/27/10
UPDATED
06/29/10
UPDATED
DATE
DESCRIPTION
ISSUE:
03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
A-PLOT-WSEC-NZERTF
DRAWN BY:
CG
CHECKED BY:
BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
WALL SECTIONS
UNDISTURBED NATIVE SOIL OR ENGINEERED
FILL AS DETERMINED BY SOIL CONDITIONS
CONTINUOUS CONCRETE
FOOTING 2'-0" WIDE x 10"
DEEP; BOTTOM OF FOOTING
AT LEAST 30" BELOW GRADE
LIQUID-APPLIED CAPILLARY BREAK
(MUST DRY TACK FREE) APPLIED ON TOP
OF FOOTING PRIOR TO PLACING /
CASTING CONCRETE FOUNDATION WALL
I
SCALE AS NOTED
KEYWAY
WALL SECTION AT GARAGE
SCALE: 3/4" = 1'-0"
A-402
o
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SYMBOL
DESCRIPTION
o
RISE IN PIPE
♦
DROP IN PIPE
FIRE PROTECTION (FIRE SPRINKLER)
GENERAL NOTES:
FIRE PROTECTION (FIRE ALARM)
GENERAL NOTES:
1.
PROVIDE A COMPLETE AND OPERATIONAL FIRE SPRINKLER SYSTEM. THE
SYSTEM SHALL BE DESIGNED, FABRICATED, INSTALLED, COORDINATED,
TESTED AND PLACED INTO SERVICE IN ACCORDANCE WITH NFPA 13, NFPA
13D, NFPA 24, NFPA 25, NFPA 70, NFPA 72, NFPA 241, LOCAL
AUTHORITY REQUIREMENTS, AND THE CONTRACT DOCUMENTS.
1.
THE GENERAL SCOPE OF THE FIRE ALARM PORTION OF THIS PROJECT SHALL CONSIST
OF THE INSTALLATION OF A NEW SUPERVISED FIRE ALARM AND DETECTION SYSTEM
FOR THE BUILDING AS INDICATED ON THE DRAWINGS. ALL WORK SHALL BE IN FULL
ACCORDANCE WITH THE REQUIREMENTS AND APPENDIX OF NFPA 70, 72, 241, IBC,
LOCAL AUTHORITY REQUIREMENTS, AND THE CONTRACT DOCUMENTS.
2.
THE GENERAL SCOPE OF THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL
CONSIST OF THE FOLLOWING FOR ALL AREAS OF THE BUILDING AS SHOWN:
A. PROVIDE NFPA 13D WET PIPE SPRINKLER SYSTEM TO PROTECT
ALL OCCUPIED AREAS OF THE NET ZERO ENERGY HOUSE AS
INDICATED ON DRAWINGS.
B. PROVIDE NFPA 13 WET PIPE SPRINKLER SYSTEM TO PROTECT THE
GARAGE.
2.
THE FIRE ALARM INSTALLER(S) SHALL SUBMIT COMPLETE LAYOUT SHOP
DRAWINGS, CALCULATIONS, AND ANNOTATED MANUFACTURER’S DATA
INFORMATION TO THE OWNER AND ENGINEER OF RECORD FOR REVIEW AND
APPROVAL. APPROVALS SHALL BE OBTAINED BEFORE THE PURCHASE OR
INSTALLATION OF EQUIPMENT.
3.
THE FIRE ALARM INSTALLER(S) SHALL BE RESPONSIBLE FOR ALL APPLICABLE
TRADE PERMITS, REQUESTS FOR INSPECTION, AND TESTING AS REQUIRED BY THE
APPROVING AHJ.
4.
SPACING OF SMOKE SENSORS SHALL BE IN ACCORDANCE WITH NFPA 72 AND
AS INDICATED ON THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
CONFIRM AND IF NECESSARY, REDUCE SPACING AS APPLICABLE, BASED ON
CEILING HEIGHT, CONSTRUCTION, AND/OR AIR CHANGE RATES, AT NO
ADDITIONAL COST TO THE OWNER.
SPRINKLER MAIN
UNDERGROUND PIPE
A
OS&Y GATE VALVE W/ VALVE TAMPER
SUPERVISORY SWITCH
N
CHECK VALVE
QUICK RESPONSE-CONCEALED TYPE W/ WHITE FINISH PLATE
o
QUICK RESPONSE UPRIGHT W/ BRASS FINISH
3—]
ONE-WAY FIRE DEPARTMENT CONNECTION
FREE STANDING
TWO-WAY FIRE DEPARTMENT CONNECTION
WALL-MOUNT
3.
RESIDENTIAL SPRINKLER HEADS PROTECTING THE NET ZERO ENERGY HOUSE
SHALL BE LISTED FOR 20’ X 20’ COVERAGE.
4.
THE FIRE PROTECTION INSTALLER(S) SHALL SUBMIT COMPLETE LAYOUT
SHOP DRAWINGS, CALCULATIONS, AND ANNOTATED MANUFACTURER’S DATA
INFORMATION TO THE OWNER AND ENGINEER OF RECORD FOR REVIEW AND
APPROVAL. APPROVALS SHALL BE OBTAINED BEFORE THE PURCHASE OR
INSTALLATION OF EQUIPMENT.
5.
THE FIRE PROTECTION INSTALLER(S) SHALL BE RESPONSIBLE FOR ALL
APPLICABLE TRADE PERMITS, REQUESTS FOR INSPECTION, AND TESTING AS
REQUIRED BY THE APPROVING AHJ.
SPECIAL CABINET - TYPE AS NOTED
□
ADDRESSABLE FIRE ALARM MANUAL STATION - MOUNTING HEIGHT 4’-0!
WP
EKI
15,30,
75,110,185
EH
GENERAL BUILDING FIRE ALARM COMBINATION AUDIO/VISUAL (HORN/STROBE)
DEVICE - MOUNTING HEIGHT 6’-8” UNLESS NOTED OTHERWISE
-
SUBSCRIPT ’15,30,75,110,185’ DENOTES CANDELA RATING
SUPERSCRIPT ’WP’ DENOTES WEATHERPROOF
6.
THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM SHALL BE
COORDINATED WITH FIELD CONDITIONS AND THE AVAILABLE WATER SUPPLY.
7.
THE FIRE PROTECTION INSTALLER(S) SHALL COORDINATE ALL SYSTEM
PIPING, DEVICES, CONDUIT, EQUIPMENT, AND RELATED APPURTENANCES
WITH THE BUILDING STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS,
INCLUDING BUT NOT LIMITED TO, STRUCTURAL MEMBERS AND SYSTEMS, AIR
DUCTS AND OUTLETS, LIGHT FIXTURES, AND SIMILAR EQUIPMENT AND
MATERIAL THAT MAY INTERFERE WITH THE PROPER INSTALLATION AND
OPERATION OF THE SYSTEM. SUBMITTED LAYOUT SHOP DRAWINGS SHALL
BE COORDINATED WITH ALL TRADES.
VALVE TAMPER SUPERVISORY SWITCH WITH MONITOR MODULE
WATERFLOW SWITCH WITH MONITOR MODULE
©
©
WP
©
SMOKE SENSOR
PHOTOELECTRIC TYPE WITH INTEGRATED SOUNDER BASE
CARBON MONOXIDE (CO) DETECTOR WITH INTEGRATED SOUNDER BASE
8.
ELECTRIC SPRINKLER ALARM BELL
- SUBSCRIPT ’WP’ DENOTES WEATHERPROOF DEVICE
JUNCTION BOX WITH ADDRESSABLE MONITOR MODULE
JUNCTION BOX WITH ADDRESSABLE CONTROL MODULE
©
JUNCTION BOX - SIZE AS REQUIRED
IAM
INDIVIDUAL ADDRESSABLE MODULE
9.
THE FIRE PROTECTION SYSTEM PIPING, DEVICES, HANGERS, CABINETS,
EQUIPMENT AND RELATED APPURTENANCES SHALL BE INSTALLED NEAT
AND IN A WORKMANLIKE MANNER. CONFORM TO THE LATEST TRADE
PRACTICES. PIPING SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO
BUILDING LINES AND PROPERLY MOUNTED/SECURED TO THE BUILDING
STRUCTURE.
THE FIRE PROTECTION SYSTEM WORK SHALL BE COORDINATED WITH
SPECIAL TRADES (ELEVATOR, ENERGY MANAGEMENT, COMPUTER DATA, ETC)
AS APPLICABLE TO THE PROJECT.
10. THE TERM ’PROVIDE’ MEANS TO FURNISH AND INSTALL COMPLETE AND
ZONE ADAPTER MODULE
LPI
READY FOR THE INTENDED USE.
JUNCTION BOX WITH LINE POWERED ISOLATOR
|TVSS|
11. THE FIRE PROTECTION INSTALLER SHALL PROVIDE ALL NECESSARY PARTS
AND ACCESSORIES EVEN THOUGH THE PARTS AND ACCESSORIES ARE NOT
SPECIFICALLY MENTIONED OR SHOWN WITHIN THE CONTRACT DOCUMENTS.
TRANSCIENT VOLTAGE SURGE SUPPRESSOR
HOMERUN TO PANEL - NUMBER OF ARROWS INDICATE
NUMBER OF CIRCUITS AND NUMBER OF CROSSLINES
INDICATES NUMBER OF #12 CONDUCTORS - WHERE
NO CROSSLINES APPEAR 2#12 PLUS 1 #12 GRD
CONDUCTORS ARE IMPLIED
12. ALL FIRE SPRINKLER SYSTEM PIPING AND EQUIPMENT SHOWN ARE FOR
SUGGESTIVE PURPOSES ONLY AND SHALL NOT BE SCALED.
13. ALL FIRE SPRINKLER VALVES SHALL BE SUPERVISED IN ACCORDANCE WITH
NFPA 13 AND NFPA 72. ALL WIRING CONNECTIONS SHALL BE COORDINATED
BY THE SPRINKLER INSTALLER AND MADE BY THE FIRE ALARM INSTALLER.
FIRE ALARM/SPRINKLER ZONE BOUNDARY
14. THE FIRE SPRINKLER PIPING SHALL BE SUBJECTED TO A HYDROSTATIC
DRAWING NOTE NUMBER
PRESSURE TEST IN ACCORDANCE WITH NFPA 13.
15. FIRE SPRINKLER PIPE HANGERS AND PIPE SUPPORTS SHALL BE PROVIDED
IN ACCORDANCE WITH NFPA 13. ALL HANGER MATERIALS SHALL BE UL
LISTED. PIPE STANDS SHALL BE SECURELY MOUNTED TO BOTH THE FLOOR
AND THE PIPE WHICH IT SUPPORTS.
CONVENTIONS
SECTION CUT
16. ALL FLOOR AND WALL PENETRATIONS SHALL BE CORE DRILLED AND
COORDINATED WITH THE BUILDING STRUCTURAL SYSTEM. SLEEVES SHALL
BE PROVIDED AT ALL FLOOR AND/OR WALL PENETRATIONS IN
ACCORDANCE WITH NFPA 13, UNO.
SECTION LAYER
A
11
SHEET NO. WHERE SECTION IS SHOWN
17. PROVIDE FIRE SPRINKLER SYSTEM ACCESS PANELS FOR VALVES AND/OR
EQUIPMENT CONCEALED ABOVE HARD CEILINGS OR BEHIND WALLS IN
ACCORDANCE WITH NFPA 13 AND AS INDICATED.
SHEET NO. WHERE SECTION IS CUT
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DETAIL
DETAIL NO.
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G:\projects\2009\09247.000\cadd\R submission\09-247 F-001.dwg, 8/6/2010 11:22:02 AM, PHOLTHAU
DISCHARGE TO THE EXTERIOR OF THE BUILDING SHALL BE PIPED TO
APPROVED ENCLOSED FLOOR DRAINS AND/OR OTHERWISE ARRANGED TO
PREVENT SPLASHING/BACKFLOW. THE LOCATION OF DRAINS INSIDE THE
BUILDING SHALL BE APPROVED BY NIST.
SHEET NO. WHERE DETAIL IS SHOWN
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6.
DUCT SMOKE DETECTORS SHALL BE PROVIDED IN THE SUPPLY AND RETURN
OF ALL HVAC UNITS WITH A CAPACITY GREATER THAN 2,000 CFM.
7.
DUCT SMOKE DETECTORS SHALL BE PROVIDED BY THE MECHANICAL
CONTRACTOR. EXTEND ALL ASSOCIATED FIRE ALARM WIRING AND CONDUIT
FROM MONITOR MODULE AND CONNECT TO DUCT SMOKE DETECTOR.
8.
CONDUCTORS FOR THE FIRE ALARM SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH NFPA 70. THE CONDUCTORS SHALL NOT BE INSTALLED
WITH CONDUCTORS OF LIGHTING OR POWER SYSTEMS. THE SUM OF THE
CROSS-AREA OF INDIVIDUAL CONDUCTORS SHALL NOT EXCEED 40 PERCENT
OF THE INTERIOR CROSS-SECTION OF THE CONDUIT. ALL FIRE ALARM SYSTEM
CONDUIT SHALL NOT BE LESS THAN 3/4 INCH.
9.
ALL DEVICES SHALL BE MOUNTED AND SECURED TO THE BUILDING
STRUCTURE.
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
10. ALL FLOOR AND WALL PENETRATIONS SHALL BE CORE DRILLED AND SHALL BE
COORDINATED WITH STRUCTURAL SYSTEMS.
11. THE TERM ’’PROVIDE” MEANS TO FURNISH AND INSTALL, COMPLETE AND
READY FOR INTENDED USE.
FIRE PROTECTION DESIGN CRITERIA:
1. THE REQUIRED FIRE SPRINKLER SYSTEM SHALL ADHERE TO SPECIFIC
HYDRAULIC DESIGN REQUIREMENTS. WHEN THE REQUIREMENTS OF NFPA 13,
NFPA 13D, LOCAL OR STATE AUTHORITIES ARE MORE STRINGENT, THOSE
REQUIREMENTS SHALL GOVERN. IF NOT, THE SYSTEM SHALL COMPLY WITH
THE FOLLOWING:
A. NET ZERO ENERGY HOUSE fNFPA 13D1 - AREAS SHALL BE
HYDRAULICALLY DESIGNED BASED ON A MINIMUM DISCHARGE OF
13 GPM TO ALL THE DESIGN SPRINKLERS SIMULTANEOUSLY AND A
MINIMUM OF 18 GPM TO ANY SPRINKLER IN THEY SYSTEM. THE
SYSTEM SHALL PROVIDE A MINIMUM DENSITY OF 0.05 GPM/SF TO
THE DESIGN SPRINKLERS. THE NUMBER OF DESIGN SPRINKLERS
SHALL BE ALL THE SPRINKLERS WITHIN A COMPARTMENT, UP TO
A MAXIMUM OF TWO. THE MAXIMUM SPRINKLER HEAD SPACING
SHALL BE PER THE MANUFACTURER’S LISTING.
B. LIGHT HAZARD - AREAS SHALL BE HYDRAULICALLY DESIGNED
BASED ON A DENSITY OF .10 GPM/SF OVER THE MOST REMOTE
1500 SF. THE MAXIMUM SPRINKLER HEAD SPACING SHALL BE
225 SF. THE HOSE STREAM ALLOWANCE SHALL BE 100 GPM.
C. ORDINARY HAZARD. GROUP 1 - AREAS SHALL BE HYDRAULICALLY
DESIGNED BASED ON A DENSITY OF .15 GPM/SF OVER THE MOST
REMOTE 1500 SF. THE MAXIMUM SPRINKLER HEAD SPACING
SHALL BE 130 SF. THE HOSE STREAM ALLOWANCE SHALL BE
250 GPM.
D. ORDINARY HAZARD. GROUP 2 - AREAS SHALL BE HYDRAULICALLY
DESIGNED BASED ON A DENSITY OF .20 GPM/SF OVER THE MOST
REMOTE 1500 SF. THE MAXIMUM SPRINKLER HEAD SPACING
SHALL BE 130 SF. THE HOSE STREAM ALLOWANCE SHALL BE
250 GPM.
2. ALL FIRE SPRINKLER SYSTEM PIPING SHALL ADHERE TO THE FOLLOWING
REQUIREMENTS:
A. 2-INCH AND SMALLER - THREADED BLACK STEEL SCHEDULE 40.
B. 2 34-INCH AND LARGER - ROLL GROOVED BLACK STEEL
SCHEDULE 10, UNO.
C. BRANCHLINE OUTLETS AT MAIN PIPING SHALL BE SHOP-WELDED.
D. ALL PIPING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13.
E. CONCEAL ABOVE SUSPENDED, PLASTER OR DRYWALL CEILINGS.
F. CPVC PIPING IS PERMITTED FOR THE NET ZERO ENERGY HOUSE
NFPA 13D SYSTEM ACCORDING TO THE MANUFACTURER’S LISTING.
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
LICENSE NO: 18546
PROJECT:
National Institute of
Standards and Technology
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
NIST Campus
Gaithersburg, MD
U.S. Department of Energy ^
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
ALL REFERENCES TO NFPA 13 SHALL MEAN THE 2002 EDITION.
ALL REFERENCES TO NFPA 13D SHALL MEAN THE 2002 EDITION
ALL REFERENCES TO NFPA 24 SHALL MEAN THE 2002 EDITION
ALL REFERENCES TO NFPA 25 SHALL MEAN THE 2002 EDITION.
ALL REFERENCES TO NFPA 70 SHALL MEAN THE 2005 EDITION.
ALL REFERENCES TO NFPA 72 SHALL MEAN THE 2002 EDITION.
ALL REFERENCES TO NFPA 90A SHALL MEAN THE 2002 EDITION.
ALL REFERENCES TO NFPA 241 SHALL MEAN THE 2004 EDITION.
ALL REFERENCES TO IBC SHALL MEAN THE 2006 EDITION.
Energy Efficiency &
Renewable Energy
ENERGY
3. FIRE SPRINKLER HEADS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA
13 AND THE CONTRACT DOCUMENTS. SPRINKLER HEADS SHALL BE
PROVIDED AS FOLLOWS;
A. IN FINISHED CEILINGS - RESIDENTIAL QUICK RESPONSE, WHITE
FINISH, PENDENT, FLUSH TYPE WITH MATCHING FINISH
ESCUTCHEON.
B. IN UNFINISHED CEILINGS - QUICK RESPONSE, BRASS FINISH,
PENDENT OR UPRIGHT TYPE.
CODES AND STANDARDS REFERENCES:
EXPIRATION DATE: 1-02-2012
08/03/10
UPDATE
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 F-001
DRAWN BY:
CHECKED BY:
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COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
WATERFLOW TEST INFO:
STATIC:
RESIDUAL:
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DATE:
BY:
LOCATION:
ELEV.:
75 PSI
42 PSI
3528 GPM
9/09
NIST FIRE PROTECTION GROUP
BUILDING 226 (FH 52)
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NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
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PRIOR TO PREPARATION OF INSTALLATION SHOP DRAWINGS.
FIRE PROTECTION
GENERAL NOTES,
LEGEND AND
ABBREVIATIONS
SCALE AS NOTED
F-001
©
NORTH
FIRE PROTECTION LEGEND
GENERAL NOTES:
(APPLY TO THIS SHEET ONLY)
1.
REFER TO F-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND DESIGN
CRITERIA.
2.
BASEMENT TO BE DESIGNED BASED PER NFPA 13D.
BUILDING SCIENCE
CORPORATION
DRAWING NOTES:
(APPLY TO THIS SHEET ONLY)
(T) 3” INCOMING UNDERGROUND COMBINATION DOMESTC/SPRINKLER. SEE CIVIL
w DRAWINGS FOR ALL WORK BEYOND 5FT OUTSIDE OF BUILDING.
© FOR RISER DETAIL REFER TO F-601.
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T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DETECTORS ARE ACCEPTABLE.
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CONSULTANT:
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MECHANICAL • ELECTRICAL • FIRE PROTECTION
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3.
NET ZERO ENERGY GARAGE ATTIC TO BE DESIGNED BASED ON LIGHT
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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e-mail ebl@eblengineers.com
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CAD DWG FILE:
09-247 F-103
DRAWN BY:
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(APPLY TO THIS SHEET ONLY)
(7) TYPICAL SMOKE SENSOR. COORDINATE FINAL LOCATION W/ ATTIC
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©
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
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PROFESSIONAL CERTIFICATION:
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IF THIS PLAN IS A REDUCTION, GRAPHIC
SCALES MUST BE USED.
ATTIC FLOOR PLAN
SCALE AS NOTED
GRAPHIC SCALE
1/4”=1’—0
SCALE: fc” = 1’-0’
0
2’
4’
8’
12’
F-104
FIRE ALARM EXPANSION NOTES:
1.
FIRE ALARM SYSTEM IN THIS BUILDING IS REQUIRED TO BE CONNECTED TO CAMPUS
WIDE FIRE ALARM SYSTEM. CONNECTION WILL BE MADE FROM EXISTING BUILDING 226.
EQUIPMENT REQUIRED FOR NET ZERO ENERGY FACILITY IS SHOWN ON THE FIRE ALARM
RISER DIAGRAM.
2.
NEW EQUIPMENT REQUIRED FOR CONNECTION TO CAMPUS FIRE ALARM
SYSTEM IS REQUIRED TO BE COMPATIBLE WITH SIMPLEX 4100U PANELS.
SEE FOLLOWING NOTES CONCERNING COORDINATION/CONNECTION TO
CAMPUS SYSTEM.
INSTALLATION NOTES:
©—©—©—©
©
©©----©©----©©----©©
©
BUILDING SCIENCE
CORPORATION
ATTIC
3.
CONTRACTOR SHALL MOUNT NEW CONTROL EQUIPMENT AS SHOWN ON DRAWINGS AND
FIRE ALARM RISER.
4.
CONTRACTOR SHALL PAINT CONDUITS WITH A RED STRIPE EVERY 10 FEET. PAINT ALL
CONDUIT BODY COVERS AND JUNCTION BOX COVERS WITH RED PAINT.
5.
DO NOT SPLICE EXISTING OR NEW MAPNET, IDNET, NOTIFICATION APPLIANCE CIRCUITS,
OR 24VDC CIRCUITS. NO SPLICES OR ’’T-TAPS” SHALL BE PERMITTED UNDER ANY
CIRCUMSTANCES.
8
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6.
SIGNALING LINE CIRCUITS (SLC) SHALL BE WEST PENN#D975 (18/2 TSP).
7.
SPEAKER NOTIFICATION APPLIANCE CIRCUITS SHALL BE WEST PENN #991 (16/2 TSP
RED & BLACK).
8.
STROBE NOTIFICATION APPLIANCE CIRCUITS SHALL BE RED AND BLACK CONDUCTORS,
MIN #12 AWG.
9.
24V POWER CIRCUITS SHALL BE BLUE AND WHITE CONDUCTORS.
SECOND FLOOR
m
8
©©----©©
10. MONITOR MODULE CIRCUITS SHALL BE BLUE AND WHITE CONDUCTORS, MIN #14 AWG.
©
©©
11. MINIMUM CONDUIT SHALL BE 3/4” EMT.
WP
7
TO FACP
WF
CONSULTANT:
VT
FADC
FACP
12. CONNECTIONS TO WATER FLOW SWITCH AND TAMPER SWITCHES SHALL BE VIA LIQUID
TIGHT FLEXIBLE CONDUIT.
SUPERVISORY
VT
1
AM
TROUBLE
□a
AM
ALARM
AM
STORM MESSAGE
13. CONSTRUCTION CONSTRAINTS REQUIRE THAT THE INSTALLING CONTRACTOR MUST
COMPLY WITH THE FOLLOWING:
A) ALL EXISTING DEVICES MUST REMAIN IN SERVICE WHEN THE NEW WORK IS
BEING INSTALLED.
B) ALL NEW CIRCUITS SHALL BE NFPA 72 ’’CLASS A” (’’STYLE Z”, ’’STYLE 6”).
C) PROVIDE COMPLETE AND ACCURATE AS-BUILT DRAWING IN AUTOCAD 2009
FORMAT.
m
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TVSS
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LICENSE NO: 18546
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FIRE ALARM RISER/DETAIL NOTES
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
NO SCALE
PROVIDE SIMPLEX 4090-9001 INDIVIDUAL ADDRESSABLE MODULE.
PROVIDE SIMPLEX 2190-9163 CONTROL RELAY ZONE ADAPTER MODULE.
©0 © © ©©©0
PROVIDE SIMPLEX 2190-9169 LINE POWERED ISOLATOR.
NIST Campus
Gaithersburg, MD
PROVIDE CAMPUS FIRE ALARM DEVICE CABINET (FADC) MOUNTED ADJACENT TO FACP.
MOUNT DEVICES ON DIN RAIL IN CABINET. SEE DETAIL THIS SHEET FOR INTERNAL
DEVICES.
EXTEND SPARE CONDUCTORS FROM EXTERNAL HANDBOX AND CONNECT TO FADC AS
SHOWN. SEE ELECTRICAL AND SITE DRAWINGS FOR UG CONDUIT LOCATIONS AND
TERMINATIONS WITHIN GARAGE.
SEE ELECTRICAL DRAWINGS FOR UNDERGROUND FIRE ALARM WIRING FROM GARAGE
TO HOUSE.
U.S. Department of Energy ^
Research Toward Zero Energy Homes
120V FACP POWER SUPPLY. SEE ELECTRICAL DRAWING FOR CONTINUATION.
TO NET ZERO ENERGY HOUSE
SYSTEM ----------------------------------
EXTERNAL ELECTRICAL SPRINKLER ALARM BELL.
U.S. DEPARTMENT OF
ENERGY
EASY-RISER CHECK VALVE
W/ DRAIN
SWING CHECK VALVE WITH
BALL-DRIP
WOOD BEAM
DRAIN TO EXTERIOR. PROVIDE
CONCRETE SPLASH BLOCK —
fit
SIDE BEAM
BRACKET-
ATR W/HEX NUT &
JUMBO WASHER
1—INCH TO GARAGE
DOMESTIC. REFER TO
PLUMBING DRAWINGS FOR
CONTINUATION-----------------
EASY-RISER CHECK VALVE
W/ DRAIN
HP
I
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1-INCH TO BUILDING DOMESTIC.
REFER TO PLUMBING DRAWINGS
FOR CONTINUATION -------------------
DOUBLE CHECK BACKFLOW
PREVENTION ASSEMBLY
08/03/10
ED
OS&Y VALVE W/ SUPERVISORY
TAMPER SWITCH
OS&Y VALVE W/ SUPERVISORY
TAMPER SWITCH
INCOMING 3” THRU
BASEMENT WALL. REFER
TO CIVIL DRAWING FOR
CONTINUATION
DOUBLE CHECK BACKFLOW
PREVENTION ASSEMBLY
EH
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TAMPER SWITCH
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OS&Y VALVE W/ SUPERVISORY
TAMPER SWITCH
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 F-601
SHEET TITLE:
PIPE STAND
FIRE PROTECTION
DETAILS AND MATRIX
FLOOR
BASEMENT FIRE SPRINKLER RISER DETAIL
1
NO SCALE
2
NO SCALE
F-102-
1.
DESCRIPTION
C 2009
COPYRIGHT O
BUILDING SCIENCE CORPORATION
GARAGE FIRE SPRINKLER RISER DETAIL
ATR
DATE
CHECKED BY:
INCOMING 3”. REFER TO CIVIL
DRAWING FOR CONTINUATION
CONCRETE/WOOD
HANGERMATE
MARK
DRAWN BY:
FLOOR
SWIVEL RING
UPDATE
PROVIDE SPARE SPRINKLER CABINET AND NFPA REQUIRED SPRINKLERS AND WRENCH.
F—601
F-101
1.
SECURE PIPE STAND TO FLOOR AND PIPE.
2.
PROVIDE SPARE SPRINKLER CABINET AND NFPA REQUIRED SPRINKLERS AND WRENCH.
F-601
SCALE AS NOTED
F-601
©
NORTH
n-
FROM FDC
HP
PIPE TO INTERIOR FLOOR
DRAIN -----------------------------
TO GARAGE SYSTEM
TEST VALVE CONNECT TO
DRAIN PIPE TO EXTERIOR
CONCRETE
Energy Efficiency &
Renewable Energy
TEST VALVE - PIPED TO
INTERIOR FLOOR DRAIN-
WF
WOOD BEAM
EXPIRATION DATE: 1-02-2012
National Institute of
Standards and Technology
BASEMENT
18. ALL PROGRAMMING TO INTEGRATE 4100U PANEL CONNECTIONS SHALL OCCUR ON A
SATURDAY UNTIL COMPLETED. ALL FIVE SIMPLEX GRINNELL GSSS SHALL BE
PROGRAMMED ALONG WITH ALL FIELD NODES ON THAT LOOP. PROVIDE 30 DAYS
NOTICE FOR CAMPUS TIE-IN.
NO SCALE
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
PROJECT:
WF
HANGER DETAILS
1
NO SCALE
J
17. ALL FIBER OPTIC TIE-IN’S SHALL OCCUR ON A SATURDAY TO THE EXISTING CAMPUS
FIRE ALARM NETWORK.
SWIVEL RING
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
FIRE ALARM DEVICE CABINET
(FADC) DETAIL
ITVSS|
VT
NEW 4100U PANEL TIE-IN’S
& INTEGRATION:
SWIVEL RING
2
0
VT
16. ALL EQUIPMENT MONITORED FROM CAMPUS FIRE ALARM SYSTEM SHALL BE CURRENT
PRODUCTION MODELS MANUFACTURED BY SIMPLEX. ALL DEVICES SHALL BE
COMPATIBLE WITH EXISTING INSTALLED CAMPUS FIRE ALARM CONTROL EQUIPMENT.
COACH SCREW
ROD
MECHANICAL • ELECTRICAL • FIRE PROTECTION
5
WF
EQUIPMENT NOTES:
LAG SCREW & JUMBO
WASHER ------------
EBL ENGINEERS, LLC
1
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(DO <D© <D©—®c>
15. CONTRACTOR SHALL PERFORM THE FOLLOWING ACTIONS PRIOR TO AND DURING
TESTING:
A) ALL SPEAKER AND STROBE TESTING SHALL BE DONE ON A SATURDAY.
B) ALL BATTERY TESTING SHALL BE DONE ON A SATURDAY.
C) SIMPLEX GRINNELL PANEL DATABASE CHANGES MUST BE DONE ON A MONDAY OR
TUESDAY, EXCEPT CAMPUS DOWNLOADS TO ADD NEW 4100U PANELS.
D) ON A MONDAY OR TUESDAY, THE CONTRACTOR SHALL PROGRAM VIA A SIMPLEX
GRINNELL AUTHORIZED PROGRAMMER (NIST COTR MUST APPROVE PROGRAMMER)
THE NIST SIMPLEX GRAPHIC COMMAND CENTERS (TOTAL OF FIVE). ALL
PROGRAMMING ON THE GCC(S) SHALL START BEFORE 11AM.
E) THE CONTRACTOR SHALL TIE IN THE NEWLY PROGRAMMED DEVICES NO LATER
THAN THE NEXT DAY AFTER PROGRAMMING.
F) WITHIN TWO DAYS AFTER PROGRAMMING, AND IN ACCORDANCE WITH NFPA 72
(2007) EDITION, THE CONTRACTOR SHALL PROVIDE TWO REPRESENTATIVES FAMILIAR
WITH SIMPLEX 4100U TO ASSIST WITH TESTING THE NEWLY INSTALLED DEVICES AND
UP TO 50 INITIATING DEVICES NOT AFFECTED BY THE PROGRAMMING CHANGES.
CONTRACTOR TESTING REPRESENTATIVES SHALL BE AVAILABLE FROM 7:45AM TO
NOON, AND 1:15PM TO 5PM. FROM 9:15AM TO 9:45AM, NOON TO 1:15 PM, AND
FROM 3:00PM TO 3:30PM NO TESTING WILL OCCUR. ALL TESTING WILL CONCLUDE
AT 5:00PM. TESTING REPRESENTATIVES SHALL BE AT THE NDUCC AND IN THE
FIELD TESTING DEVICES. IF THE TEST REVEALS THAT DEVICES ARE NOT REPORTING
CORRECTLY EITHER TEXTUALLY OR GRAPHICALLY, THE CONTRACTOR SHALL
CORRECT AND RETEST AS NOTED ABOVE, ANY ADDITIONAL TESTING MUST BE
APPROVED AND SCHEDULED BY THE NIST COTR.
1
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5
14. ALL TESTING SHALL BE PER MANUFACTURER’S INSTRUCTIONS AND NFPA 72.
CONTRACTOR SHALL COMPLETE INTERNAL TESTING PRIOR TO REQUESTING AN OFFICIAL
GOVERNMENT TEST. CONTRACTOR SHALL FLOW WATER TO CONFIRM ACTIVATION OF
WATER FLOW SWITCH.
ZAM
SPARE
FIRST FLOOR
TESTING NOTES:
G:\projects\2009\09247.000\cadd\R submission\09-247 F-601.dwg, 8/6/2010 11:28:07 AM, PHOLTHAU
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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DRAWING NOTES:(APPLY TO THIS SHEET ONLY) BUILDING SCIENCE
GENERAL NOTES: (APPLY TO THIS SHEET ONLY)
1.
COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS.
© 80 GALLON WATER HEATER WITH ATTACHED HEAT PUMP.
2.
ALL LAVATORY FAUCETS MUST HAVE AN AVERAGE FLOW RATE OF LESS
THAN OR EQUAL TO 1.5 GPM.
© 3O”0x36” DEEP CONDENSATE SUMP PIT W/ DUPLEX SUMP PUMPS.
DISCHARGE TO GRADE ON SPLASH BLOCK.
3.
ALL SHOWERS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR
EQUAL TO 1.75 GPM.
TRAP PRIMER & CONNECT TO CW SYSTEM PER MANUFACTURERS
© PROVIDE
RECOMMENDATIONS.
4.
ALL TOILETS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR
EQUAL TO 1.1 GPM.
(4) 3” UNDERGROUND COMBINATION DOMESTC/SPRINKLER.
FOR ALL WORK BEYOND 5 FEET OUTSIDE OF BUILDING.
5.
FOR PLUMBING LEGEND AND ABBREVIATIONS SEE MECHANICAL LEGEND
AND ABBREVIATIONS ON SHEET M-001.
WATER MANIFOLD SYSTEM. MAIN FEED FROM WATER HEATER TO
© PEX
MANIFOLD SHALL BE LESS THEN OR EQUAL TO 6’-0”. BRANCH LINES FROM
CORPORATION
SEE CIVIL DRAWINGS
MANIFOLD TO FIXTURES SHALL BE %” PEX TUBING NOT EXCEEDING 58’ IN
DEVELOPED LENGTH PER INDIVIDUAL RUN.
HOUSE SPRINKLER SYSTEM
© TO
CONTINUATION.
SEE FIRE PROTECTION DRAWINGS FOR
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
3
5
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6
6.1
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EBL ENGINEERS, LLC
F.1
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
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PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 P-101
DRAWN BY:
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CHECKED BY:
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4
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BASEMENT
1” CW
3” CW
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DOMESTIC WATER SOLAR
PRE-HEAT STORAGE
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DOMESTIC WATER SOLAR
PRE-HEAT STORAGE
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PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
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BASEMENT FLOOR PLAN
SCALE: y4" = 1’-0’
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SCALE AS NOTED
GRAPHIC SCALE
1/4”=1’—0
0
2’
4’
8’
12’
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©
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GENERAL NOTES:
DRAWING NOTES:
(APPLY TO THIS SHEET ONLY)
(APPLY TO THIS SHEET ONLY)
1.
COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS.
(?) 2” SAN UP TO WASHER BOX MOUNTED IN WALL
2.
ALL LAVATORY FAUCETS MUST HAVE AN AVERAGE FLOW RATE OF LESS
THAN OR EQUAL TO 1.5 GPM.
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3.
ALL SHOWERS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR
EQUAL TO 1.75 GPM.
(5) 2” CONDENSATE FROM FCU-2 OPEN SITE DRAIN AND EMERGENCY DRAIN
PAIN LOCATED ABOVE WASHER AND DRYER.
4.
ALL TOILETS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR
EQUAL TO 1.1 GPM.
5.
FOR PLUMBING LEGEND AND ABBREVIATIONS SEE MECHANICAL LEGEND
AND ABBREVIATIONS ON SHEET M-001.
©
BUILDING SCIENCE
CORPORATION
WASHER AUXILIARY DRAIN PAN.
2” CONDENSATE FROM ABOVE.
(?) 4” SUB SOIL VENT FROM BELOW.
(?) 4” SUB SOIL VENT UP.
0
©
TO GARAGE SPRINKLER SYSTEM
CONTINUATION.
SEE FIRE PROTECTION DRAWINGS FOR
CONNECT DISHWASHER DRAIN TO KITCHEN SINK ADJACENT TO DISHWASHER
PER MANUFACTURERS RECOMMENDATIONS.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
(?) 4” SUB SOIL VENT ABOVE CEILING.
CONSULTANT:
3
5
4.1
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EBL ENGINEERS, LLC
F.1
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
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ISSUE:
03/31/10
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DRAWN BY:
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CHECKED BY:
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©
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G:\projects\2009\09247.000\cadd\R submission\09-247 P-102.dwg, 8/3/2010 3:28:40 PM, PHOLTHAU
EXPIRATION DATE: 2-19-2012
PROJECT:
FROM ABOVE
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I1------ 1---- 1
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PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
GENERAL NOTES:
DRAWING NOTES:
(APPLY TO THIS SHEET ONLY)
1.
COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS.
2.
ALL LAVATORY FAUCETS MUST HAVE AN AVERAGE FLOW RATE OF LESS
THAN OR EQUAL TO 1.5 GPM.
3.
ALL SHOWERS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR
EQUAL TO 1.75 GPM.
4.
ALL TOILETS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR
EQUAL TO 1.1 GPM.
5.
FOR PLUMBING LEGEND AND ABBREVIATIONS SEE MECHANICAL LEGEND
AND ABBREVIATIONS ON SHEET M-001.
(APPLY TO THIS SHEET ONLY)
O 4” SUB SOIL VENT UP & DN.
© 4” VENT UP TO 4” VTR.
® 2” VENT FROM BELOW.
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
3
4
5
4.1
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6.1
EBL ENGINEERS, LLC
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MECHANICAL • ELECTRICAL • FIRE PROTECTION
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OF THE STATE OF MARYLAND,
EXPIRATION DATE: 2-19-2012
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OPEN TO
BELOW
BEDROOM 2
Energy Efficiency &
Renewable Energy
BEDROOM 3
c
B
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 P-103
DRAWN BY:
PJP
CHECKED BY:
EAH
C 2009
COPYRIGHT O
BUILDING SCIENCE CORPORATION
I__
___ i
A
SHEET TITLE:
SECOND FLOOR PLAN
PLUMBING
o
n
ra
A.1
CAUTION:
SECOND FLOOR PLAN
SCALE: y4” = 1’-0'
PLUMBING
N
IF THIS PLAN IS A REDUCTION, GRAPHIC
SCALES MUST BE USED.
SCALE AS NOTED
GRAPHIC SCALE
1/4”=1’—0
0
2*
4*
8’
12’
P-103
©
NORTH
1
F
GENERAL NOTES: (APPLY TO THIS SHEET ONLY)
DRAWING NOTES:(APPLY TO THIS SHEET ONLY) BUILDING SCIENCE
1.
COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS.
O
2.
ALL LAVATORY FAUCETS MUST HAVE AN AVERAGE FLOW RATE OF LESS
THAN OR EQUAL TO 1.5 GPM.
3.
ALL SHOWERS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR
EQUAL TO 1.75 GPM.
4.
ALL TOILETS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR
EQUAL TO 1.1 GPM.
5.
FOR PLUMBING LEGEND AND ABBREVIATIONS SEE MECHANICAL LEGEND
AND ABBREVIATIONS ON SHEET M-001.
FCU-1 AUXILIARY DRAIN PAN SEE DETAIL ON SHEET M-502 FOR MORE
INFORMATION.
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
3
4
5
4.1
6
6.1
F
1
“1
2
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 2-19-2012
LICENSE NO: 17696
PROJECT:
E
r
i
4" V FROM BELOW
UP TO 4” VTR
[
O
E.1
National Institute of
Standards and Technology
ATTIC
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
4” SUB SOIL VENT
FROM BELOW UP
TO 4” VTR
2” D DN
o
2” D BELOW
FLOOR
NIST Campus
Gaithersburg, MD
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U.S. DEPARTMENT OF
ENERGY
J
Energy Efficiency &
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ATTIC
i
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J
B
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 P-104
DRAWN BY:
PJP
CHECKED BY:
EAH
o
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
A
SHEET TITLE:
o
n
n
ATTIC FLOOR PLAN
PLUMBING
A.1
CAUTION:
ATTIC FLOOR PLAN
SCALE: J4' = 1’-0’
PLUMBING
N
IF THIS PLAN IS A REDUCTION, GRAPHIC
SCALES MUST BE USED.
SCALE AS NOTED
GRAPHIC SCALE
1/4”=1’—0
0
2*
4*
8’
12’
P-104
©
NORTH
G:\projects\2009\09247.000\cadd\submission 110%\09-247 P-104.dwg, 3/31/2010 3:42:52 PM, pplourde
C.1
n
U.S. Department of Energy ^
Research Toward Zero Energy Homes
1” HW
BUILDING SCIENCE
CORPORATION
1” HW
SHUT-OFF VALVE (TYP)
SEE DOMESTIC WATER MANIFOLD
SCHEDULE DWM-1 ON SHEET
P-601 FOR DOMESTIC HOT AND
COLD WATER DISTRIBUTION LIST
SOLENOID VALVE
NORMALLY CLOSED
(BY OTHERS)
(TYP 24)
1
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HW-1
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s—<j>— HW-3
s—<j>— HW-4
s—<j>— HW-5
s—<j>— HW-6
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s—<j>— HW-8
s—<j>— HW-9
s—<j>— HW-10
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CW—2
CW—4
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HW-15
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HW-13
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CW—7 —<j>—--i
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CW-11 —<j>—--i
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CW-13 —<j>—--i
CW-14 —<j>—--?
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CAPPED FOR
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CW-1
CW—5
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
DWM-1
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
DOMESTIC WATER MANIFOLD DETAIL
NO SCALE
MANUAL AIR VENT (TYP)
4h|iSOLAR COLLECTION
PANELS ON ROOF
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GLYCOL RETURN
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Standards and Technology
NET ZERO ENERGY
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FACILITY
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VALVED AND CAPPED
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CHAIN FOR CAP------------- '
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GLYCOL SUPPLY
VALVED AND CAPPED
SERVICE PORT, PROVIDE
CHAIN FOR CAP------------- '
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 2-19-2012
LICENSE NO: 17696
4h|i-
UP
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GLYCOL SYSTEM
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NIST Campus
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Research Toward Zero Energy Homes
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U.S. DEPARTMENT OF
G:\projects\2009\09247.000\cadd\submission 110%\09-247 P-501.dwg, 3/31/2010 3:38:52 PM, pplourde
1” 110* F HW
OUTLET
TEMPERATURE
GAUGE---------
II
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/—THERMOMETER
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SOLAR PRE-HEAT
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FLOOR DRAIN
DRAIN VALVE
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4” CONCRETE
PAD
11 11
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THERMOMETER
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THERMOSTATIC
MIXING VALVE
MV-1
Energy Efficiency &
Renewable Energy
NC
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l
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110’ F
1
■e*
ET—1 EXPANSION TANK THERMAL EXPANSION
PROTECTION
DOMESTIC COLD
WATER SUPPLY
5—5_£i
TEMPERATURE &
PRESSURE
RELIEF VALVE
TEMPERATURE &
PRESSURE RELIEF
VALVE (TYP)
DRAIN PIPE SPILL
OVER FLOOR DRAIN
WATER HEATER
DRAIN VALVE
4” CONCRETE
PAD
—tXF^
DRAIN PIPE SPILL
OVER FLOOR DRAIN
DRAIN VALVE
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 P-501
DRAWN BY:
PJP
CHECKED BY:
EAH
o
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
FLOOR
NOTES:
1.
CONTRACTOR TO FOLLOW THE MIXING VALVE MANUFACTURERS RECOMMENDED
PIPING FOR COLD, HOT AND RECIRCULATING CONNECTIONS.
2.
THE PIPE SIZE TO THE MIXING VALVE SHALL BE FED FULL LINE SIZE TO THE
MIXING VALVE CONNECTIONS.
3.
GLYCOL SYSTEM PIPE SIZING SHALL BE PERFORMED BY SOLAR WATER HEATING
SYSTEM MANUFACTURER. FLUID VELOCITY SHALL NOT EXCEED 8 FT/SEC IN PIPING.
PLUMBING
DETAILS
SCALE AS NOTED
DOMESTIC WATER HEATINO SYSTEM DBTAII.
NO SCALE
P-501
©
NORTH
MANUAL AIR VENT (TYP)
DOMESTIC WATER MANIFOLD-1 (DWM-l)
M H NG VALVE SCHEDULE
UNIT
NO
CW CONN
(IN)
HW CONN
(IN)
MV-1
3/4'
3/4”
DISCHARGE DISCHARGE
CONN (IN)
TEMP (*F)
MAX GPM/MAX
PRESSURE
DROP (PSIG)
NOTES
0.5
1
110
1
PORT
PORT
NUMBER NUMBER
8c TYPE 8c TYPE
wssc
UNIT
NO
FIXTURE
BATH #1
%
P-1
WATER CLOSET
Vi
3”
2
2
LAVATORY
BATH #1
%
P—1 A
WATER CLOSETVi
3
2
CW-3
SHOWER
BATH #1
%
P-2
LAVATORY
Vi
Vi
1V?
HW-4
CW-4
KITCHEN SINK
KITCHEN
%
P-2A
LAVATORY
Vi
Vi
HW-5
CW-5
CLOTHES WASHER
CLOSET
%
P-3
TUB
Vi
BATH #2
HW-6
CW-6
WATER CLOSET
BATH #2
%
P-3A
TUB
TUB/SHOWER
BATH #2
HW-7
CW-7
LAVATORY
BATH #2
%
P-4
LAVATORY
MASTER BATH
HW-8
CW-8
TUB/SHOWER
BATH #2
%
P-4A
PORT
SIZE
FIXTURE
DESCRIPTION
FIXTURE LOCATION
POWERS 1432—RB
%
LAVATORY
BATH #1
HW-1
CW-1
%
SHOWER
BATH #1
HW-2
CW-2
%
KITCHEN SINK
KITCHEN
HW-3
%
DISHWASHER
KITCHEN
%
CLOTHES WASHER
CLOSET
%
LAVATORY
%
%
NOTES:
PLUMBING FIXTURE SCHEDULE
PORT
SIZE
MANUFACTURER 8c
MODEL NO
FIXTURE
DESCRIPTION
WATER CLOSET
FIXTURE LOCATION
CW
HW
SIZE
UNIT
NO
LOCATION
SERVICES
TYPE
SIZE DxL
(IN)x(IN)
PRV
RV
PSIG PSIG
ET—1
BASEMENT
DOMESTIC
WATER
WATER
8.5x11.5
15
ET—2
BASEMENT
SOLAR
SYSTEM
GLYCOL 12.5x19.2
ET—3
BASEMENT
SOLAR
SYSTEM
GLYCOL 12.5x19.2
NOTES
MANUFACTURER 8c
MODEL NO
FILL
(GAL)
SYSTEM
(GAL)
30
2.1
80
FLEXCON WH—8
15
30
8.5
80
FLEXCON WH-32
4
2.2
2.2
1,2
4
2.2
2.2
1 Vi
5
1
0.5
0.5
0.7
1#
1 Vi
1,3
1
0.5
0.5
0.7
Vi
2
1%'
2
2
1.0
1.0
1.4
Vi
Vi
2
1 Vi
2
2
1.0
1.0
1.4
SHOWER
Vi
Vi
2
1 Vi
2
2
1.0
1.0
1.4
SHOWER
Vi
Vi
2
1,2
2
1.0
1.0
1.4
15
30
8.5
120
FLEXCON WH-32
NOTES:
IV
WATER HEATER SCHEDULE
UNIT NO
STORAGE
CAPACITY
GALLONS
INPUT KW
DWH-1
80
DWH-2
N/A
ELECTRIC
V/PH/HZ
RECOVERY
NOTES
4.0
240/1/60
1ST HR
RAITING 72
GPH
1, 2
3.4
240/1/60
0.5 GPM
@ 48’ RISE
3
MANUFACTURER 8c
MODEL NO
KITCHEN SINK
Vi
Vi
LAVATORY
MASTER BATH
%
P-6
DISHWASHER
Vi
Vi
CW-11
LAVATORY
MASTER BATH
%
P-7
CLOTHES WASHER
Vi
Vi
CW-12
TUB
MASTER BATH
%
HW-9
CW-9
%
TUB
MASTER BATH
HW-10
CW-10
%
SHOWER
MASTER BATH
HW-11
HW-12
%
WATER CLOSET
P-5
MASTER BATH
%
HW-13
CW-13
SHOWER
MASTER BATH
%
%
HW-14
CW-14
HOSE BIBB
EAST SIDE
%
%
HW-15
CW-15
%
%
HW-16
CW-16
%
NOTES
HW
SFU’S
DFU’S
%
LAVATORY
VENT
TOTAL
SFU’S
MASTER BATH
%
WASTE
CW
SFU’S
1. WALL MOUNTED
EXPANSION TANK SCHEDULE
BUILDING SCIENCE
CORPORATION
MANUFACTURER
8c MODEL NO
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
2
1 Vi
5
2
!Vi
5
2
1 Vi
2
2
1.0
1.0
1.0
1.4
1.4
1.4
1.0
1.4
EBL ENGINEERS, LLC
NOTES:
1. HANDICAP
3. WALL MTD
5. COUNTERTOP
MECHANICAL • ELECTRICAL • FIRE PROTECTION
2. FLOOR OUTLET
4. CARRIER
6. WALL OUTLET
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 2-19-2012
LICENSE NO: 17696
NOTES:
3. INSTANTANEOUS
1. ASME LISTED
PROJECT:
2. UL LISTED
4” VTR
v-f ■¥
ROOF
X
4” V
ROOF
£2
2” V
f-
CEILING
ATTIC
MASTER
BATH
MASTER
BATH
P-2
P-2
P-2
BATH #2
BATH #2
MASTER
BATH
1.4
SFU
0.7
SFU
2.2
SFU
2.2
SFU
0.7
SFU
0.7
SFU
1.4
SFU
E=2
P-2
P-1
P-1
P-2
P-2
P-4
MASTER
BATH
BATH #2
SECOND
FLOOR
1.4
SFU
T/\
BATH #2
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P-1
P-3
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FIRST FLOOR
19.2
SFU
BATH #1
BATH #1
KITCHEN
CLOSET
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0.7
SFU
2.2
SFU
1.4
SFU
1.4
SFU
1.4
SFU
P-4A
P-2A
E=1
P—5
P-6
E=Z
CONNECT TRAP PRIMERS
FOR FLOOR DRAINS PRIOR
TO DWM-1
A—><--BASEMENT
SEE DOMESTIC WATER MANIFOLD
SCHEDULE DWM-1 ON THE
SHEET FOR DOMESTIC HOT AND
COLD WATER DISTRIBUTION LIST
2” V
b
CEILING
ET—1
irnrs Li
5
DWH-1
BASEMENT FLOOR
DOMESTIC WATER RISER DIAGRAM
NO SCALE
TANK
t
Energy Efficiency &
Renewable Energy
1 Vt V
4” SAN
KITCHEN
-V-i
BATH #1
P—1 A
2” SAN
$
P-4A
^2
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21
DFU
2” SAN
6
DFU
BASEMENT
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 P-601
DRAWN BY:
PJP
CHECKED BY:
EAH
O
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
4” SUB SOIL VENT
P-2
"On
BASEMENT
FLOOR
SOLAR STORAGE SOLAR STORAGE
TANK
l
\
CEILING
U.S. DEPARTMENT OF
Js
BATH #1
3
DFU
_______ /
U.S. Department of Energy ^
Research Toward Zero Energy Homes
e=s. p=£
FIRST
FLOOR
1
GARAGE
FLOOR
MV-1
DWM-1
P-2A
■ Pn±
17
DFU
^—1 Vi’ v
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9.4
SFU HW
P-7
E=4
MASTER
BATH
ENERGY
I
4” SAN-1
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U|L
ROOF
1” CW
T
BATH #1
2” VTR
PEX CW PIPING
TO FIXTURES
1” HW
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MAIN SHUT-OFF
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4” SAN
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4” SAN
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4” PERFERATED SUB SOIL
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PLUMBING
RISERS AND
SCHEDULES
SCALE AS NOTED
SANITARY PIPING RISER DIAGRAM
NO SCALE
P-601
©
NORTH
G:\projects\2009\09247.000\cadd\submission 110%\09-247 P-601.dwg, 3/31/2010 3:38:21 PM, pplourde
BATH #2
MASTER
BATH
1
—\V{ v —1 Vi' v
BATH #2
MASTER
BATH
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
2” V
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National Institute of
Standards and Technology
4” SUB SOIL VTR
1.
2.
3.
4.
MECHANICAL LEGEND
SYMBOL
THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE
WAY ONLY. DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. REPAIR ALL DAMAGES OCCASIONED BY FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDER GROUND UTILITIES.
RUN ALL SOIL, WASTE AND DRAIN PIPING WITH 2 PERCENT MINIMUM GRADE UNLESS
OTHERWISE NOTED. HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACK TO
THE SOIL OR WASTE PIPE BY GRAVITY.
G
ELEVATIONS NOTED ARE TO CENTERLINES OF PIPES FOR ALL PRESSURE LINES AND
TO INVERT FOR ALL GRAVITY FLOW LINES.
MAINTAIN MINIMUM OF 3-0” COVER OVER UNDERGROUND WATER MAINS AND
MINIMUM OF 2-6” COVER OVER UNDERGROUND SEWERS AND DRAINS.
D
6.
UNLESS OTHERWISE NOTED, ALL PIPING AND DUCTWORK IS OVERHEAD, TIGHT TO
UNDERSIDE OF SLAB, WITH SPACE FOR INSULATION IF REQUIRED.
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7.
INSTALL PIPING AND DUCTWORK SO THAT ALL VALVES AND DAMPERS ARE
ACCESSIBLE.
8.
COORDINATE ALL MECHANICAL WORK WITH ELECTRICAL WORK, ETC., SHOWN ON
OTHER DRAWINGS.
9.
10.
11.
12
13.
14.
15
16.
17.
18.
19.
20.
EXCEPT AS OTHERWISE NOTED, LOCATE ALL ROOM THERMOSTATS 60 INCHES ABOVE
FINISHED FLOOR. NOTIFY THE ENGINEER OF ANY ROOMS WHERE THE ABOVE
LOCATION CANNOT BE MAINTAINED OR WHERE THERE IS A QUESTION ON LOCATION.
CERTAIN ITEMS SUCH AS ACCESS DOORS, CLEANOUTS, RISE AND DROPS IN DUCTWORK
AND PIPING, ETC., ARE INDICATED ON THE DRAWINGS FOR CLARITY OR A SPECIFIC
LOCATION REQUIREMENT AND SHALL NOT BE INTERPRETED AS THE EXTENT OF THE
REQUIREMENTS FOR THESE ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THESE ITEMS AS REQUIRED ELSEWHERE IN THE CONTRACT DOCUMENTS.
SIZES FOR BRANCH RUN-OUTS ARE GIVEN AS ROUND DUCT DIAMETER. WHERE OVAL
SECTIONS ARE USED, THESE ARE TO BE SIZED EQUIVALENT TO THE GIVEN ROUND DUCT
SIZES.
AIRFLOWS BELOW 20 CFM ARE NOT SUBJECT TO TAB BALANCING REQUIREMENTS.
HWR
HOT WATER RECIRC; DOMESTIC
D
DIFFUSER
DIA
DIAMETER
DB
DRY BULB
DDC
DIRECT DIGITAL CONTROL
DP
DIFFERENTIAL PRESSURE SWITCH
EA
EXHAUST AIR
FIRE DAMPER (1-1/2 HOUR UNLESS
OTHERWISE NOTED)
EAT
ENTERING AIR TEMPERATURE
SMOKE DETECTOR
EER
ENERGY EFFICIENCY RATIO
EF
EXHAUST FAN
EFT
ENTERING FLUID TEMPERATURE
GAS
PD
PUMPED DISCHARGE
SAN
SANITARY
V
VENT
D
(A/C) CONDENSATE DRAIN
FDN
FOUNDATION DRAIN
CO
CLEANOUT; LINE; FLOOR
IW
INDIRECT WASTE
FLOOR DRAIN
EG
EXHAUST GRILLE
RG
RG
REFRIGERANT HOT GAS
ESP
EXTERNAL STATIC PRESSURE
RL
RL
REFRIGERANT LIQUID
ETR
EXISTING TO REMAIN
D—1
AREAWAY DRAIN
EWT
ENTERING WATER TEMPERATURE
l
DOOR LOUVER
EX
EXISTING
t
CENTERLINE
F
FAHRENHEIT
UC
UNDERCUT
FA
FACE AREA
FC
FLEXIBLE CONNECTION
PRESSURE REDUCING VALVE
FCU
FAN COIL UNIT
A
SOLENOID VALVE
FD
FLOOR DRAIN
A
2-WAY CONTROL VALVE
FLA
FULL LOAD AMPS
3-WAY CONTROL VALVE
FOT
FLAT ON TOP
FOB
FLAT ON BOTTOM
FPM
FEET PER MINUTE
FV
FACE VELOCITY
©A
THERMOSTAT AHU W/8 20 GAUGE
SHIELDED WIRE CABLE TO ZONE
CONTROLLER IN BASEMENT
G
GRILLE
©B
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TRANSFER GRILLES TO BE PROVIDED FOR PRESSURE RELIEF / PRESSURE EQUALIZATION
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BEDROOMS.
1.
SUPPLY AND EXHAUST DUCTS BETWEEN HEAT RECOVERY VENTILATOR AND EXTERIOR TO
BE INSULATED ALONG THE ENTIRE LENGTH TO CONTROL CONDENSATION.
2.
SUPPLY AND EXHAUST DUCTS BETWEEN HEAT RECOVERY VENTILATOR AND EXTERIOR TO BE
POSITIONED SO THAT THERE IS A FALL / SLOPE TOWARD THE OUTSIDE AIR INLET TO DRAIN
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IF SPECIFIED. SEE MECHANICAL SPECIFICATION FOR COOLING LOAD.
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COLD WATER; DOMESTIC
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FLOW SCHEMATIC AND RISER DIAGRAMS INDICATE FLOW AND OPERATION CONCEPT AS
WELL AS GENERAL ARRANGEMENT OF EQUIPMENT. VALVES, PRESSURE GAUGES, ETC.
ARE INDICATED FOR THIS PURPOSE. ADDITIONAL VALVES, PRESSURE GAUGES, ETC.
SHALL BE PROVIDED AS SHOWN ON VARIOUS EQUIPMENT DETAILS. SEE PLANS AND
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MECHANICAL ABBREVIATIONS
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MECHANICAL ABBREVIATIONS
SECTION DESIGNATION
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 M-001
DRAWN BY:
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CHECKED BY:
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COPYRIGHT O
BUILDING SCIENCE CORPORATION
SHEET TITLE:
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SHEET NO. WHERE SECTION IS SHOWN
SHEET NO. WHERE SECTION IS CUT
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SCHEDULES &
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GENERAL NOTES: (APPLY TO ALL DRAWINGS)
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GENERAL NOTES:
BUILDING SCIENCE
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1. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF VALVE HANDHOLES
WITH LANDSCAPE ARCHITECT. HANDHOLE LOCATIONS SHALL BE OBSCURED
FROM VIEW BY LANDSCAPE FEATURES.
2. ELECTRICAL CONDUIT SHALL BE TERMINATED VERTICAL, 1-0” ABOVE GRAVEL
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CORPORATION
COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS.
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The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 2-19-2012
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e-mail ebl@eblengineers.com
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03/31/10
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ME. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
7
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G:\projects\2009\09247.000\cadd\submission 2010-06-29\09-247 M-105-A1.dwg, 7/27/2010 1:57:47 PM, pplourde
7
FCU-1
FUTURE
n
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U.S. Department of Energy ^
Research Toward Zero Energy Homes
5” SA DN TO
D—2 BELOW
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BEDROOM 3
U.S. DEPARTMENT OF
ENERGY
7”0 INSULATED HIGH
VELOCITY DUCT
Energy Efficiency &
Renewable Energy
©
5” SA DN TO
D—2 BELOW
C
7 0 INSULATED HIGH
VELOCITY DUCT
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EXPIRATION DATE: 2-19-2012
©
07/27/10
HIGH VELOCITY OPTION
5/7/10
UPDATED
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 M-105-A1
DRAWN BY:
PJP
CHECKED BY:
EAH
o
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
a
©
ATTIC FLOOR PLAN
HVAC
r
2” HVD DN
TO HVID-1
BELOW
y
2” HVD DN
TO HVID-1
BELOW
©
2” HVD DN
TO HVID-1
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©
2” HVD DN
TO HVID-1
BELOW
©
V:
D
2” HVD DN
TO HVID-1 |
BELOW
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B
©
A
CAUTION:
IF THIS PLAN IS A REDUCTION, GRAPHIC
SCALES MUST BE USED.
ATTIC FLOOR PLAN
HVAC
N
SCALE AS NOTED
GRAPHIC SCALE
1/2"=1-0'
SCALE: /2” = 1’-0’
0
1’ 2’
4’
6’
M-105
©
NORTH
E.1
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
5
4.1
6
GENERAL NOTES:
FT
T
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1
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1.
2.
3.
4.
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(APPLY TO THIS SHEET ONLY)
DUCT RUNOUTS ARE LOCATED WITHIN JOIST BAY & PARALLEL TO JOISTS
COORDINATE WITH ELECTRICAL, PLUMBING & ARCHITECTURAL PLANS.
SEE SHEET M-501 FOR MECHANICAL DUCTWORK DETAILS.
COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS.
BUILDING SCIENCE
CORPORATION
DRAWING NOTES:
(APPLY TO THIS SHEET ONLY)
(?) PEX FLOOR HEAT MANIFOLD.
F.1
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
E
CONSULTANT:
EBL ENGINEERS, LLC
F
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
RADIANT FLOOR HEAT
SPACED 8” APART
MAXIMUM CIRCUIT
LENGTH 250’ (TYP)
E.1
W w w W w v_y W
WwWWwW
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 2-19-2012
LICENSE NO: 17696
BASEMENT
wwww
PROJECT:
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National Institute of
Standards and Technology
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NET ZERO ENERGY
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r\ r\ r\ r\ r\ r\
U.S. Department of Energy ^
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
C
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 M-106
DRAWN BY:
PJP
CHECKED BY:
EAH
o
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
wwWwwW
SHEET TITLE:
wwwwwwwwwwwwWwwWwwWwwWwwW
BASEMENT FLOOR
PLAN RADIANT
FLOOR HEAT
B
A
CAUTION:
IF THIS PLAN IS A REDUCTION, GRAPHIC
SCALES MUST BE USED.
BASEMENT FLOOR PLAN - RADIANT FLOOR HEAT
SCALE:
N
SCALE AS NOTED
GRAPHIC SCALE
1/2”=1’—0
= 1-0’
0
1’ 2’
4’
6’
M-106
©
NORTH
G:\projects\2009\09247.000\cadd\submission 110%\09-247 M-106.dwg, 3/31/2010 3:32:40 PM, pplourde
ENERGY
BUILDING SCIENCE
CORPORATION
SHEET METAL SOUND
AND LIGHT BAFFLES
GWB
BACK TO BACK
TRANSFER GRILLES
STUD CAVITY AS
TRANSFER PLENUM
Supply
Supply
t
t
I
4-
I
10"x6" TRANSFER GRILLE
OVER BEDROOM DOOR
JOINT BETWEEN BOOT AND
DRYWALL SEALED WITH MASTIC
OR FIBERGLASS MESH AND
MASTIC OR CAULK
Kitchen
Range
Hood
Supply
Remote
Dehumidistat
Transfer
grille
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
Return
fczfc
BEDROOM DOOR ELEVATION
FROM HALLWAY
WALL FRAMING WITHIN
WALL
CONSULTANT:
UNDERCUT DOOR 34"
\
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A
FLOOR ASSEMBLY
/
AHU
Integrated
Dehumidifier
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EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
\
WALL REGISTER AIR SEALING DETAIL
NO SCALE
DOOR TRANSFER GRILLE DETAIL
SCALE: y2” = 1
0
DEHUMIDIFIER SCHEMATIC
NO SCALE
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 2-19-2012
LICENSE NO: 17696
PROJECT:
National Institute of
Standards and Technology
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
MASTIC
JOINT BETWEEN BOOT AND SUBFLOOR
SEALED WITH MASTIC OR FIBERGLASS
MESH AND MASTIC OR CAULK
NIST Campus
Gaithersburg, MD
U.S. Department of Energy ^
Research Toward Zero Energy Homes
INTERIOR WALL
DUCT OPEN TO
BASEMENT
Energy Efficiency &
Renewable Energy
ENERGY
W
SUBFLOOR
FLOOR JOIST
MASTIC
BASEMENT TRANSFER GRILLE DETAIL
SCALE: y2” = 1’-0'
FLOOR BOOT AIR SEALING DETAIL
NO SCALE
AIR HANDLER AIR SEALING DETAIL
NO SCALE
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 M-501
DRAWN BY:
PJP
CHECKED BY:
EAH
o
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
MECHANICAL
DETAILS
CAUTION;
SCALE AS NOTED
IF THIS PLAN IS A REDUCTION, GRAPHIC
SCALES MUST BE USED.
GRAPHIC SCALE
^/2n=^•-0n
0
1*
2’
3’
4’
5’
6’
M-501
©
NORTH
G:\projects\2009\09247.000\cadd\submission 110%\09-247 M-501.dwg, 3/31/2010 3:35:37 PM, pplourde
2"
U.S. DEPARTMENT OF
4"x10" TRANSFER GRILLE
TO FIRST FLOOR CONDITIONED
SPACE
BUILDING SCIENCE
CORPORATION
RETURN AIR DUCT
BOLTED AND GASKETED LID
3” LAYER OF POLYISOCYANURATE
BOARD INSULATION ATTACHED TO
HANDHOLE LID—v
GRADE SLOPE AWAY
FROM BOX ON ALL SIDES
SUPPLY AIR DUCT
L
3’x3’x3’ DEEP PRE-CAST REINFORCED PLASTIC,
OPEN BOTTOM PLASTIC HANDHOLE. OLDCASTLE
CARSON SERIES OR APPROVED EQUAL
t
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20 GAGE GALVANIZED STEEL
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VALVE (TYP)
L
SET AHU ON 4 RUBBER ISOLATORS IN
DRAIN PAN IN LINE WITH SUPPORTS
AUXILIARY CONDENSATE DRAIN PAN DETAIL
NO SCALE
ononoLonona
monoi
6” GRAVEL BED (EXTEND 1 ’—0
BEYOND BOX ON ALL SIDES)
V
t
DRAIN PAN
--------g
HPWR
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
M
CONSULTANT:
HPWR
GEOTHERMAL HEAT PUMP
WATER TO WELL FIELD —
GEOTHERMAL HEAT PUMP
WATER FROM HOUSE
r SEALANT - JOINT
SECTION A-A
1/4” MINIMUM WIDE
BY 3/8” DEEP
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
7
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7
ESCUTCHEON
METAL JACKET
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RETURN TO FIELD
INSULATION
PIPE
3’x3’x3’ DEEP PRE-CAST REINFORCED
PLASTIC, OPEN BOTTOM HANDHOLE.
OLDCASTLE CARSON SERIES OR
APPROVED EQUAL
4
------- PIPE SLEEVE
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MANUAL
BALANCING
VALVE (TYP)
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PIPE WITHOUT INSULATION
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2
co
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PIPE SLEEVE THRU FLOOR DETAIL
SHUTOFF VALVE
NO SCALE
National Institute of
Standards and Technology
TERMINATE INSTRUMENTATION
CONDUIT VERTICALLY, 1-0”
ABOVE GRAVEL BASE
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PVC INSTRUMENTATION WIRE
CONDUIT WITH PULL STRING
DC
I
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|
x -L
I
I
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CL
X
PRESSURE
GAUGE (TYP)
0-
GEOTHERMAL HEAT
PUMP WATER SUPPLY
TO HOUSE
(BELOW GRADE)-------- /
CIRCULATING
PUMP
1
STRAINER WITH
BLOW-OFF VALVE
AND CAP & CHAIN
GEOTHERMAL HEAT PUMP WATER
RETURN FROM HOUSE (BELOW
GRADE)
GEOTHERMAL SYSTEM VALVE HANDHOLE DETAIL
CHECK VALVE
BALL VALVE
(TYP)
UNION (TYP)
U.S. Department of Energy ^
Research Toward Zero Energy Homes
IN-LINE PUMP DETAIL
1
NO SCALE
M-002
NIST Campus
Gaithersburg, MD
MANUAL BALANCING
VALVE
v_
J
NO SCALE
G:\projects\2009\09247.000\cadd\submission 110%\09-247 M-502.dwg, 3/31/2010 3:35:14 PM, pplourde
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 2-19-2012
LICENSE NO: 17696
PROJECT:
A
II
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
M-502
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
ESCUTCHEON
BACKUP MATERIAL
SEALANT - JOINT
1/4” MINIMUM WIDE
BY 3/8” DEEP----------PIPE
-SEALANT - JOINT
1/4” MINIMUM WIDE
BY 3/8” DEEP
v */
METAL JACKET
S
SLEEVE
7771
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WATERSTOP (FOR CONCRETE
WALL PENETRATIONS)------------
3
INSULATION
EXTERIOR WALL
INTERIOR SIDE
PIPE SLEEVE FOR
INSULATED PIPE THRU WALL
-ABOVE GRADE DETAIL
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 M-502
DRAWN BY:
PJP
CHECKED BY:
EAH
o
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
NO SCALE
MECHANICAL
DETAILS
SCALE AS NOTED
M-502
©
NORTH
A
E2'
PIPE SLEEVE OR
CORE DRILLED
OPENING--------- "
H
1
POLY BACKUP
MATERIAL-------
HPWS FROM FIELD CIRCUIT-2
HPWS FROM
FIELD CIRCUIT-1
'-------WATERSTOP
(FOR CONCRETE
J FLOOR
7 PENETRATIONS)
BUILDING SCIENCE
CORPORATION
SPLIT SYSTEM HEAT PUMP SCHEDULE
FAN
UNIT NO.
CFM
ESP
O.A.
CFM (IN WG)
RPM
HP-V/PH/HZ
COOLING
EAT
TOT/SENS
DB/WB
MBH
SEER
HEATING
SUPP KWMBH HSPF
V/PH/HZ
AHU-1
1200
0.75
240/1/60
36.6/27.9
80/67
14.8
25.6
8.5
AHU-3
570
0.5
240/1/60
24.0/18.0
75/63
20.7
26.0
9.5
FCU-1
300
0.4
12.0/9.0
0.3
8.0/6.0
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OUTDOOR UNIT
MANUFACTURER
Sc MODEL NO.
NOTES
LOCATION
COMP.
RLA
FAN
MOCP V/PH/HZ
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2.8
40
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5
GRADE
12
0.75
30
230/1/60
1,2,3,4
AAON
F1—A-036—1—V-B
CARRIER
RAV-SP240UT—UL
RAV—SP240AT2—UL
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
13.5
(FUTURE)
FCU-2
300
9.0
CONSULTANT:
NOTES:
1. COOLING BASED ON 95T O.A. TEMPERATURE
2. HEATING BASED ON 68‘F R.A. TEMPERATURE, 0*F O.A. TEMPERATURE
3. SUPPLEMENTAL HEATER W/1 STAGE
4. INDOOR UNIT (AHU) POWERED FROM OUTDOOR UNIT (HPU).
5. 15.6 MBH HOT GAS REHEAT.
EBL ENGINEERS, LLC
MECHANICAL * ELECTRICAL * FIRE PROTECTION
WHOLE HOUSE DEHUMIDIFER:
ULTRA-AIRE 65H OR APPROVED EQUAL 65 PINT PER
DAY EXTRACTION, 4.3 PINTS/KWH EFFICIENCY INTEGRAL
MERV 11 FILTER.
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234-5701
(410) 668-8000 FAX (410) 668-8001
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HEAT RECOVERY VENTILATOR:
VENMAR EKO 1.5 OR APPROVED EQUAL
ZONE DAMPER SYSTEM:
HONEYWELL HZ 432 OR APPROVED EQUAL.
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
AIR DEVICES:
LICENSE NO: 17696
NOTES:
1. AIR DEVICES SHALL BE AS SPECIFIED OR APPROVED EQUAL.
2. AIR DEVICE COLOR SHALL BE SELECTED BY ARCHITECT.
FLOOR DIFFUSERS:
MANUFACTURER:
MODEL:
FINISH:
SIZES:
HART Sc COOLEY
411 DELUXE FLOOR DIFFUSER
STEEL - BRIGHT WHITE
4”x10’
85 CFM OR LESS SUPPLY
4”x12’
105 CFM OR LESS SUPPLY
125 CFM OR LESS SUPPLY
4”x14’
PROJECT:
National Institute of
Standards and Technology
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
WALL REGISTERS:
MANUFACTURER:
MODEL:
FINISH:
SIZES:
EXPIRATION DATE: 2-19-2012
HART Sc COOLEY
A611MS REGISTER
ALUMINUM - BRIGHT WHITE
100 CFM OR LESS SUPPLY
6”x10” 120 CFM OR LESS SUPPLY
6”x12” 130 CFM OR LESS SUPPLY
8”x10” -
NIST Campus
Gaithersburg, MD
CEILING DIFFUSERS:
HART Sc COOLEY
A504MS SQUARE CEILING DIFFUSER
ALUMINUM - BRIGHT WHITE
8”x8” - 90 CFM OR LESS SUPPLY
10”x10” - 135 CFM OR LESS SUPPLY
G:\projects\2009\09247.000\cadd\submission 120%\09-247 M-601.dwg, 5/7/2010 9:40:06 AM, pplourde
RETURN GRILLES:
MANUFACTURER:
MODEL:
FINISH:
SIZES:
HART Sc COOLEY
650 RETURN AIR GRILLE
STEEL - BRIGHT WHITE
FIRST EAST
10”x20!
FIRST WEST
16”x14’
MASTER SUITE
10”x10’
SECOND HALL
12”x12’
DEHUMIDIFIER
10”x8”
FIRST FLOOR MULTI SPLIT
16”x10’
SECOND FLOOR MULTI SPLIT
10”x10’
6”x6” - HRV
U.S. Department of Energy ^
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
5/7/10
UPDATED
4/16/10
UPDATED
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 M-601
DRAWN BY:
PJP
CHECKED BY:
EAH
o
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
MECHANICAL
SCHEDULES
SCALE AS NOTED
M-601
©
NORTH
MANUFACTURER:
MODEL:
FINISH:
SIZES:
ABBREVIATIONS
TYPE
C1
LAMPS
MANUFACTURER & CAT.#
MOUNTING VOLTS
NUMBER & TYPE
LED
120
MIN 180 LUMENS ALBEO TECHNOLOGIES
SURFACE
TALE A-HP
MAX 6 WATTS
F
SURFACE 120
F/L
SURFACE
120
2-13W
F/L
SURFACE
120
ENERGY STAR
LIGHT KIT
DESCRIPTION
NOTES
WHITE UNDER CABINET LED
MINKA AIRE
F514—ORB
FAN IN LIVING ROOM - BRONZE
MINKA AIRE
F514—ORB
FAN AND LIGHT COMBINATION IN BEDROOMS BRONZE
FAN AND LIGHT ON PORCH WITH ENERGY STAR LIGHT
GOSSAMER LIGHTHOUSE
KIT - GALVANIZED ALUMINUM
ANTIQUE BRONZE - FIVE LIGHT DINING ROOM AND
ENTRY HALL PENDANT LIGHT. COORDINATE PENDANT
TYPE AND MOUNTING HEIGHT WITH ARCHITECT
WHITE DIMMABLE 6” LIVING ROOM LIGHT
LIGHTING QUALITY - CCT 2700’K, MIN. CRI 90
P1
PENDANT
120
5-13W
LITHONIA
11535 BZA
R1
RECESSED
120
LED
MIN 650 LUMENS
MAX 11 WATTS
CREE LED LIGHTING
LR6
R2
RECESSED
120
LED
MIN 650 LUMENS
MAX 11 WATTS
CREE LED LIGHTING
LR6
CREE LED LIGHTING
LR4
WHITE 4” LED FIXTURE
LIGHTING QUALITY - CCT 2700X, MIN OF CRI 90
WHITE 6” LED FIXTURE
LIGHTING QUALITY - CCT 2700’K, MIN OF CRI 90
WHITE DIMMABLE 6” KITCHEN LIGHT WITH DAYLIGHT
SENSOR
LIGHTING QUALITY - CCT 2700‘K, MIN OF CRI 90
R3
RECESSED
120
LED
MIN 500 LUMENS
MAX 11 WATTS
R4
RECESSED
120
LED
MIN 650 LUMENS
MAX 11 WATTS
CREE LED LIGHTING
LR6
WHITE BATHROOM 6” FIXTURE WITH WET LOCATION
LENS
RW
RECESSED
120
18—DDT
LITHONIA
L7XF
S1
SURFACE
120
23W-CF
LEVI TON
8829-CW1
ATTIC PORCELAIN SOCKET, KEYLESS SINGLE CIRCUIT,
WHITE OUTLET BOX MOUNT
S2
SURFACE
120
2-31W T8
LITHONIA
11235RE WH OR EQUAL
WHITE BASEMENT FIXTURE
S3
SURFACE
120
2-31W T8
LITHONIA
11235RE WH OR EQUAL
WHITE GARAGE FIXTURE
S4
SURFACE
120
15W-T8
LITHONIA
CUC 15T8PHH 120 LP
WHITE CLOSET FIXTURE
W1
SURFACE
120
4-13W
LITHONIA
11534 BN
ANTIQUE BRONZE FOUR LIGHT MASTER BATH VANITY
FIXTURE
W2
SURFACE
120
2-13W
LITHONIA
11532 BN
ANTIQUE BRONZE TWO LIGHT BATHROOM VANITY
FIXTURE
W3
SURFACE 120
26 W
PROGRESS
P7047—20EBWB
A
AC
ACU
AFF
AHU
AIC
ATS
AUX
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DWH
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EMT
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F
FA
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FAAP
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FLA
GFI
HP
HRU
KVA
KW
KWH
MAX
MCC
MIN
NFSS
P
TV
UL
V
W
WP
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ANTIQUE BRONZE WALL SCONCE
AMPERE
ALTERNATING CURRENT
AIR CONDITIONING UNIT
ABOVE FINISHED FLOOR
AIR HANDLING UNIT
AMPERES INTERRUPTING CAPACITY
AUTOMATIC TRANSFER SWITCH
AUXILIARY
CONDUIT
DEHUMIDIFIER
DOMESTIC WATER HEATER
EXHAUST FAN
ELECTRICAL METALLIC TUBING
EXISTING
FUSED OR FUSIBLE
FIRE ALARM
FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATOR PANEL
FAN COIL UNIT
FULL LOAD AMPERES
GROUND FAULT INTERRUPTER
HORSEPOWER
HEAT RECOVERY UNIT
KILO-VOLTS-AMPERES
KILOWATTS
KILOWATT HOURS
MAXIMUM
MOTOR CONTROL CENTER
MINIMUM
NON-FUSED SAFETY SWITCH
POLE (1P., 2P., 3P.)
TELEVISION
UNDERWRITERS LABORATORIES
VOLTS
WATTS
WEATHERPROOF
PHASE
ELECTRICAL LEGEND
SYMBOL
BUILDING SCIENCE
CORPORATION
DESCRIPTION
I O I f 1—OH LIGHTING FIXTURE - FLUORESCENT - TYPE AS INDICATED
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TIME DELAY, PILOT LIGHT
- MOUNTING HEIGHT 4-0” UNLESS NOTED OTHERWISE
- SEE A-204/A-205/A-206 FOR SWITCH LOCATIONS
ON INTERIOR ELEVATIONS
- ”P” SUBSCRIPT DENOTES A PILOT LIGHT
DIMMING SWITCH - MOUNTING HEIGHT 4-0"
DUPLEX RECEPTACLE - 20A., 125V. - MOUNTING HEIGHT
18” UNLESS NOTED OTHERWISE
- SEE A-204/A—205/A—206 FOR RECEPTACLE
LOCATIONS ON INTERIOR ELEVATIONS
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DOUBLE DUPLEX RECEPTACLE - 20A., 125V. - MOUNTING
HEIGHT 18” UNLESS NOTED OTHERWISE
- SEE A-204/A—205/A—206 FOR RECEPTACLE
LOCATIONS ON INTERIOR ELEVATIONS
GFI
CONSULTANT:
GFI RECEPTACLE - 20A., 125V. - MOUNTING HEIGHT
18” UNLESS NOTED OTHERWISE
- SEE A-204/A—205/A—206 FOR RECEPTACLE
LOCATIONS ON INTERIOR ELEVATIONS
EBL ENGINEERS, LLC
CEILING RECEPTACLE - 20A., 125V. - DUPLEX
- FLUSH IN CEILING
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MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
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FAN CONTROLLER - FURNISHED BY FAN SUPPLIER. WIRED
AND CONNECTED BY ELECTRICAL CONTRACTOR
- MOUNTING HEIGHT 4-0” AFF UNLESS NOTED OTHERWISE
- SEE A-204/A—205/A—206 FOR SWITCH LOCATIONS
ON INTERIOR ELEVATION
- NUMBER OF WIRES AS REQUIRED
MAGNETIC STARTER, COMBINATION TYPE STARTER - TYPE
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PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 4-26-2011
LICENSE NO: 13434
PROJECT:
National Institute of
Standards and Technology
DISCONNECT SWITCH, UNLESS NOTED OTHERWISE
- FUSED, NON-FUSED - TYPE AND RATING AS INDICATED
NET ZERO ENERGY
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FACILITY
MOTOR - HORSEPOWER AS NOTED
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REMARKS:
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THIS IS A BRAND NAME OR APPROVED EQUAL SCHEDULE. SALIENT FEATURES OF THE SPECIFIED FIXTURE INCLUDE LAMP
TYPE AND WATTAGE, ENERGY STAR, QUALITY, STYLE, AND FINISH.
ELECTRIC METER SOCKET AND METER BY ELECTRICAL CONTRACTOR.
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G:\projects\2009\09247.000\cadd\submission 110%\09-247 E-001.dwg, 3/31/2010 3:33:05 PM, jwilkie
TELEPHONE/DATA OUTLET - WALL MOUNTED, PHONE AND DATA JACKS
- MOUNTING HEIGHT 2-0”
- SEE DETAIL ON ELECTRICAL DRAWING E-502
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NIST Campus
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U.S. Department of Energy ^
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
MOLDED CASE CIRCUIT BREAKER
FAN AND LIGHT COMBINATION (F/L) OR FAN ONLY (F)
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PROJECT NO:
NIST NZERTF
CAD DWG FILE:
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DRAWN BY:
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CHECKED BY:
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COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
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SECTION CUT
SECTION LETTER
SHEET NUMBER WHERE SECTION IS SHOWN
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ABBREVIATIONS,
SYMBOLS & LIGHTING
FIXTURE SCHEDULE
SHEET NUMBER WHERE SECTION IS CUT
DETAIL
SCALE AS NOTED
DETAIL NUMBER
SHEET NUMBER WHERE DETAIL IS SHOWN
SHEET NUMBER WHERE DETAIL IS TAKEN
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©
2P-30A NFSS IN NEMA 1 ENCLOSURE.
(5) CONTROL POWER TRANSFORMER - 1000VA, 120-24V, 10. MOUNT NEAR MANIFOLD
WITH SOLENOIDS.
(7) TOGGLE SWITCH DISCONNECT. MOUNT ADJACENT TO CONTROL POWER TRANSFORMER
ON ZONE CONTROL PANEL SUPPORT RACK.
(?) MAKE CONNECTION TO PLUMBING SOLENOIDS. SEE MECHANICAL PLANS FOR QUANTITY.
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PANEL SUPPORT RACK.
(7) MAKE CONTROL POWER CONNECTIONS AS DIRECTED BY GOVERNMENT.
©
PROVIDE THREE WIRES AND GROUND FOR EACH HOMERUN TO WIREWAY AT RELAY
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LABEL THE LOAD THAT IS SERVED BY THE WIRE. SEE DRAWING E-502, DETAIL 1.
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3
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CONSULTANT:
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
F.1
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
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ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND.
EXPIRATION DATE: 4-26-2011
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G:\projects\2009\09247.000\cadd\submission 110%\09-247 E-101.dwg, 3/31/2010 3:33:29 PM, jwilkie
ZONE CONTROL
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TERMINATING ON A RELAY. LABEL THE LOAD THAT IS SERVED BY THE WIRE.
SEE DRAWING E-502, DETAIL 1.
BUILDING SCIENCE
CORPORATION
(i) SWITCH FOR RECEPTACLE. SEE ’’FIRST FLOOR PLAN - POWER” ON DRAWING
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(?) PROVIDE PHOTO SENSOR FOR RELAY INPUT FOR KITCHEN TYPE ’R2’
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LIGHT SATISFIES PHOTO SENSOR.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
3
4
5
4.1
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6.1
CONSULTANT:
□
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EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
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The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
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PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 4-26-2011
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(4) MOUNT 2%“ ABOVE FINISHED FLOOR TO CENTER LINE.
© WIREWAY FOR TERMINATING COMMUNICATION CONDUITS AND SEPARATING VOICE, DATA AND
FIRE ALARM CABLE. PROVIDE 2-2”C BETWEEN WIREWAY AND FIRE ALARM CABINET. PROVIDE
2-3” BUSHED OPENINGS FOR VOICE AND DATA CABLE. SIZE WIREWAY AS REQUIRED.
(|) MOUNT 4’-%” ABOVE FINISHED FLOOR. ALIGN WITH TOP OF TILE.
© TERMINATE WITH BUSHED END IN GARAGE ATTIC AT ACCESS HATCH.
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COORDINATE EXACT MOUNTING HEIGHT WITH MANUFACTURERS RECOMMENDATIONS.
(19) TERMINATE WITH BUSHED END IN SECOND FLOOR FRAMING BELOW BEDROOM #2 FLOOR HATCH.
COORDINATE EXACT LOCATION IN CEILING WITH GARAGE DOOR MOTOR.
(20) TERMINATE WITH BUSHED END AT GARAGE FLOOR.
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(9) SEE DRAWING E-502; DETAIL-3 FOR INSTRUMENT POWER WIRING DIAGRAM.
(22) 2P-60A NON-FUSED SAFETY SWITCH IN A NEMA 1 ENCLOSURE. MOUNT AT EQUIPMENT.
© JUNCTION BOX FOR FIRE ALARM CONTROL PANEL (FACP). EXTEND BRANCH CIRCUIT TO FACP.
(23) MOUNT BEHIND DISHWASHER. FIELD COORDINATE EXACT LOCATION.
© 2P-60A NON-FUSED SAFETY SWITCH IN NEMA 3R ENCLOSURE. MOUNT AT EQUIPMENT.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
© 2P-100A NON-FUSED SAFETY SWITCH IN NEMA 1 ENCLOSURE. MOUNT AT EQUIPMENT.
@ 2P-30A NON-FUSED SAFETY SWITCH IN NEMA 1 ENCLOSURE. MOUNT AT EQUIPMENT.
© TERMINATE COMMUNICATION CONDUITS WITH BUSHED END INSIDE BASEMENT.
CONSULTANT:
3
4
5
4.1
6
6.1
EBL ENGINEERS, LLC
F.1
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore. Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
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W AND THEN TO PANELBOARD. SEE RELAY SCHEDULE. LABEL THE LOAD THAT
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(2) SWITCH FOR RECEPTACLE. SEE ’’SECOND FLOOR PLAN - POWER” ON THIS
SHEET FOR SWITCH CIRCUIT.
©
©
©
UP TO ATTIC LIGHTING FIXTURES.
SEE DRAWING E-502 FOR INSTRUMENT POWER WIRING DIAGRAM.
FEEDER FROM PANEL ’RP-A’.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
3
4
5
4.1
6
6.1
3
4
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4.1
6
6.1
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EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
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MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 E-104
DRAWN BY:
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CHECKED BY:
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N
SECOND FLOOR PLAN
SCALE: y4” = 1’-0’
POWER
SCALE AS NOTED
IF THIS PLAN IS A REDUCTION, GRAPHIC
SCALES MUST BE USED.
GRAPHIC SCALE
1/4”=1’—0
0
2’
4’
8’
12’
E-104
©
NORTH
G:\projects\2009\09247.000\cadd\submission 110%\09-247 E-104.dwg, 3/31/2010 3:34:43 PM, jwilkie
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PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 4-26-2011
LICENSE NO: 13434
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MASTER
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2P-60A NON-FUSED SAFETY SWITCH IN NEMA 1 ENCLOSURE.
AT EQUIPMENT.
BUILDING SCIENCE
CORPORATION
MOUNT
2P-30A NON-FUSED SAFETY SWITCH IN NEMA 1 ENCLOSURE. MOUNT
AT EQUIPMENT.
LOCATE RECEPTACLE ADJACENT TO RADON VENT.
THE EXACT LOCATION.
FIELD COORDINATE
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL * FIRE PROTECTION
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234-5701
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
3
1
4
5
4.1
6
n
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PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
LICENSE NO: 13434
EXPIRATION DATE: 4-26-2011
PROJECT:
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7
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U.S. DEPARTMENT OF
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PROVIDE MOUNTING
RACK FOR MOUNTING
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OUTPUT: 3KVA, 120/240V, 10
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6/29/10
REVISIONS
5/7/10
UPDATED
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 E-105
DRAWN BY:
JEM
CHECKED BY:
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COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
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SHEET TITLE:
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ATTIC FLOOR PLAN
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ATTIC FLOOR PLAN
ELECTRICAL N
GRAPHIC SCALE
SCALE: fc” = 1’-0*
1 /4”=1 ’—0
0
2’
4’
8’
12’
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NORTH
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1
DRAWING NOTES:(APPLY TO THIS SHEET ONLY)
©
©
BUILDING SCIENCE
CORPORATION
TO GROUND BUS IN PANELBOARD.
PROVIDE WARNING LABEL: ’’CAUTION - EQUIPMENT IS BACKFED FROM A
PHOTO VOLTAIC POWER SOURCE”.
© 75KVA - 480-120/240V, 10 IN WEATHERPROOF ENCLOSURE.
© 50KVA - 480-120/240V, 10 IN WEATHERPROOF ENCLOSURE.
©
©
© #6 AWG COPPER IN %” CONDUIT TO SERVICE ENTRANCE GROUND.
2P-400A NFSS IN NEMA 3R ENCLOSURE. MOUNT AT TRANSFORMER.
SEVEN PANELS AT 230 WATTS EACH
(TYP OF 6)
2P-200A NFSS IN NEMA 3R ENCLOSURE. MOUNT AT TRANSFORMER.
PV ARRAYf
PV ARRAY
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
PV ARRAY
HOUSE-
PV ARRAY
EXTERIOR
GARAGE
2#4 AND #8
GROUND WIRE
IN 1” CONDUIT
PV ARRAY
ROOF PV ARRAY
CONSULTANT:
EXTERIOR
INVERTER #1
OUTPUT S 3000W, 240/
J 120V, 10
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INVERTER #2
OUTPUT 3000W, 240/
120 V, 10
2#4 AND #8
GROUND WIRE
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2#4 AND #8 GROUND
WIRE IN 1” CONDUIT-
INVERTER #3
OUTPUT 3000W.240/
120 V, 10
2#10 AND #10
GROUND WIRE IN
34” CONDUIT-------
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL * FIRE PROTECTION
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The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234-5701
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NEUTRAL-
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
©
LICENSE NO: 13434
EXPIRATION DATE: 4-26-2011
PROJECT:
ATTIC
National Institute of
Standards and Technology
3#6 AND #10
GROUND WIRE
IN MC CABLE-
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
SECOND FLOOR
INVERTER UTILITY
DISCONNECT
2P-60A NFSS IN
NEMA 3R
ENCLOSURE--------
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’RP-G’
X
NIST Campus
Gaithersburg, MD
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213
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Research Toward Zero Energy Homes
T—1
T—2
FIRST FLOOR
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3#6 AND #10 GROUND
WIRE IN MC CABLE
3#1 AND #8 GROUND
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PANELBOARD ’RP-BA’
1 (DP-1)
J
TO BUILDING 226.
SEE CIVIL PLAN
3—300KCMIL & #2
GW IN 3^”C
3—600KCMIL & #1/0
GW IN 3^”C
PANELBOARD ’RP-B’
ENERGY
J
Energy Efficiency &
Renewable Energy
6/29/10
REVISIONS
MARK
DATE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
BASEMENT
PROJECT NO:
NIST NZERTF
ELECTRICAL RISER DIAGRAM
CAD DWG FILE:
09-247 E-501
DRAWN BY:
JEM
NO SCALE
CHECKED BY:
FJL
O
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
ELECTRICAL
RISER DIAGRAM
E-501
©
NORTH
SCALE AS NOTED
ROOM
LIGHT
JUNCTION BOX.
PROVIDE TERMINAL
STRIP FOR
TERMINATING
CABLES
i
ROOM
LIGHT
r**i r#i r#i
ROOM SWITCHES
TO NEXT GROUPING
OF SWITCHES.
WIRING SIMILAR TO
THIS DIAGRAM------
ROOM
LIGHT
ROOM
LIGHT
\
\
y?
y?
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i
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ROOM
LIGHT
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THIS DIAGRAM------
BUILDING SCIENCE
CORPORATION
JUNCTION BOX
\
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120 VOLTSN
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30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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RELAY CONTACT IN
RELAY PANEL
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CONTACT IN
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1
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
TYPICAL SPDT WITH CENTER OFF
20 AMP MAINTAINED CONTACT SWITCH.
LABEL SWITCH FOR AREA SERVED
E—102,
E-104-
TYPICAL SPDT WITH CENTER OFF
20 AMP MAINTAINED CONTACT SWITCH
TYPICAL WIRING DIAGRAM FOR ROOM SWITCHES
1
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
TYPICAL FUTURE WIRING DIAGRAM FOR ROOM SWITCHES
2
NO SCALE
NO SCALE
E-102,
E-104-
E-502
E—502
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
EXPIRATION DATE: 4-26-2011
LICENSE NO: 13434
PROJECT:
RELAY IN RELAY
PANEL-------------
National Institute of
Standards and Technology
SPDT WITH CENTER
OFF MAINTAINED
CONTACT SWITCH
TYPICAL SWITCHED
RECEPTACLE IN
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NET ZERO ENERGY
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MASTER
BEDROOM
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BEDROOM
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MASTER
BEDROOM
DATA
MASTER
BEDROOM
VOICE
BEDROOM 2
DATA
BEDROOM 2
VOICE
BEDROOM 3
DATA
BEDROOM 3
VIDEO
MASTER
BEDROOM
VIDEO
BEDROOM 2
U.S. Department of Energy ^
Research Toward Zero Energy Homes
VIDEO
BEDROOM 3
U.S. DEPARTMENT OF
ENERGY
SECOND FLOOR
Energy Efficiency &
Renewable Energy
WAP
NO SCALE
E-102,
E-104-
NIST Campus
Gaithersburg, MD
E—502
TYPICAL RJ-45 JACK.
MAKE CONNECTION TO
CABLE AS REQUIRED
VOICE
LIVING ROOM
DATA
LIVING ROOM
VOICE
OFFICE
DATA
OFFICE
VIDEO
LIVING ROOM
/-TYPICAL RJ-45 JACK.
/ MAKE CONNECTION TO
r CABLE AS REQUIRED
VIDEO
OFFICE
SINGLE GANG THREE PORT
QUICKPORT DECORA
MULTIMEDIA INSERT TYPICAL OF TWO
SINGLE GANG THREE PORT
QUICKPORT DECORA
MULTIMEDIA INSERT TYPICAL OF TWO
QUICK PORT
Y CONNECTOR
VOICE JACK - RJ-45
CAT 6 QUICK PORT
CONNECTOR------------
DATA JACK - RJ-45
CAT 6 QUICK PORT^
CONNECTOR---^
FIRST FLOOR
DATA
KITCHEN
VOICE
KITCHEN
VOICE JACK - RJ-45
CAT 6 QUICK PORT
CONNECTOR------------
DATA JACK - RJ-45
CAT 6 QUICK PORT^
CONNECTOR---^
z
DOUBLE GANG
DECORA FACE PLATE
SINGLE GANG
DECORA FACE PLATE
BLANK INSERT
BLANK INSERT
1” CONDUIT WITH BUSHED
END TO BASEMENT HEAD
END EQUIPMENT LOCATION.
PROVIDE TWO RACEWAYS /
PER BACK BOX--------^
□
U □
a □
a □
□
0
0
□
□
□
□
□
h:
z
1” CONDUIT WITH BUSHED
END TO BASEMENT HEAD
END EQUIPMENT LOCATION.
PROVIDE TWO RACEWAYS /
PER BACK BOX--------'
TYPICAL CAT-6 CABLE TO ALL OUTLETS
TYPICAL CAT-6 RJ-45 CONNECTOR
110 PATCH PANEL
I
BASEMENT
MULTIPAIR TELEPHONE CABLE BY
GOVERNMENT. PUNCH DOWN ON PATCH PANEL
4
VOICE. DATA AND
VIDEO OUTLET
5
NO SCALE
E-502
E-502
VOICE AND
DATA OUTLET
6
NO SCALE
E-502
E-502
□ □—1
□ D
□ Q
□ Q
□ D
□ D
□ D
□ D
□
TYPICAL CAT-6 CABLE TO ALL OUTLETS
□
TYPICAL CAT-6 RJ-45 CONNECTOR
FIRST FLOOR
TYPICAL RG—6 COAX
TO EACH LOCATION.
TERMINATE WITH ’F’
CONNECTORS
NO SCALE
DESCRIPTION
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 E-502
DRAWN BY:
JEM
CHECKED BY:
FJL
SHEET TITLE:
VIDEO DISTRIBUTION
VIDEO DISTRIBUTION
1x8
1x8
ELECTRICAL
DETAILS
MOUNT IN COMMUNICATION CABINET
BASEMENT
DATA SWITCH/ROUTER BY GOVERNMENT
MOUNT IN COMMUNICATION CABINET
SCALE AS NOTED
VOICE/DATA RISER
E-502
DATE
C 2009
COPYRIGHT O
BUILDING SCIENCE CORPORATION
VIDEO RISER
NO SCALE
E-502
MARK
NO SCALE
E-502
E-502
E-502
©
NORTH
G:\projects\2009\09247.000\cadd\submission 110%\09-247 E-502.dwg, 3/31/2010 3:35:49 PM, jwilkie
3
TYPICAL ROOM INSTRUMENT
POWER WIRING DIAGRAM
ATTIC
BUILDING SCIENCE
CORPORATION
PANEL SCHEDULE ’RP-A’
120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED
AMPERES/PHASE
POLE TRIP
1
BREAKER
CIR
FOR
INVERTER NO. 1
20
2
A
12.5
FOR
B
12.5
2
12.5
3
PANEL SCHEDULE ’RP-B’
POLE TRIP
12.5
2
INVERTER NO. 2
120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED
20
4
INVERTER NO. 3
2
20
12.5
1
8
SPACE
1
1
RECEPT - BASEMENT
1
20
10 SPACE
1
3
RECEPT - BASEMENT
1
20
12 SPACE
1
5
SPARE
1
20
25.0 12.5 25.0 12.5
7
SPARE
1
20
A=
9
RECEPT - OUTSIDE NORTH
1
20*
11 RECEPT - OUTSIDE EAST
1
20*
13
SPARE
1
20
15
RECEPT - ENTRY HALL
1
20
17
RECEPT - WASHER
1
20
19
DEHUMIDIFIER DH-1
1
20
21 AHU-1 - HEATER
2
80
12.5
SPACE
1
11 SPACE
1
0.0
0.0
0.0
TOTALS
0.0
37.5
B=
0.0
37.5
MAIN BREAKER 2P.60A
MAIN LUGS ONLY
AMPERES-TOP/BOTTOM
MINIMUM AIC RATING =
10,000
AMPERES SYMMETRICAL
CONNECTED LOAD 9.0 KVA
MAIN DISTRIBUTION PANEL SCHEDULE DP-1
CIR
1
2
3
4
480/277 VOLTS, 3 PHASE, 4 WIRE
BREAKER
NUMBER OF CONDUIT
KVA
CONDUIT
SIZE
FR POLE CAL
LOAD
400 2 250
TRANSFORMER ’T-1’
225 2
175
TRANSFORMER ’T-2’
EQUIPPED SPACE ONLY 225 3
EQUIPPED SPACE ONLY 225 3
75
50
1
1
3
3
CDT.
SIZE
3—250KCMIL & #4GW
3#2/0 & #6GW
POLE TRIP
RELAY PANEL SCHEDULE
RELAY NUMBER
BRANCH CIRCUIT
LOAD SERVED
1
34(RP—BA)
BATH #1 LIGHTS
2
34(RP—BA)
BATH #1 CLOSET LIGHTS
3
34(RP—BA)
KITCHEN LIGHTS WEST WALL
4
34(RP—BA)
KITCHEN LIGHTS NORTH WALL
5
34(RP—BA)
KITCHEN LIGHTS PENINSULA
6
34(RP—BA)
DINING ROOM LIGHTS NORTH WALL
7
34(RP—BA)
DINING ROOM LIGHTS NORTH WALL
8
32(RP—BA)
LIVING ROOM LIGHTS SOUTH WEST WALL
9
10
11
12
13
14
15
16
32(RP—BA)
ENTRY HALL LIGHTS SOUTH WALL
32(RP—BA)
OFFICE/OPTIONAL BEDROOM #4 LIGHTS/FAN SOUTH EAST WALL
34(RP—BA)
MUDROOM LIGHTS WEST WALL
32(RP—BA)
BASEMENT STAIRS LIGHTS
32(RP—BA)
FIRST FLOOR STAIRS LIGHTS
34(RP—BA)
GARAGE EXTERIOR LIGHTS
2(RP—BA)
MASTER BEDROOM LIGHTS/FAN SOUTH WALL
2(RP—BA)
MASTER BEDROOM CLOSET #1 LIGHTS
17
2(RP—BA)
MASTER BEDROOM CLOSET #2 LIGHTS
18
19
2(RP—BA)
MASTER BATH LIGHTS EAST WALL
2(RP—BA)
BEDROOM #2 LIGHTS/FAN NORTH WALL
20
2(RP—BA)
BEDROOM #3 LIGHTS/FAN NORTH WALL
25
HEAT RECOVERY UNIT HVR-1
1
15
27
OUTSIDE LIGHTS
1
20
29
VEHICLE CHARGER OUTLET
2
30
6.0
0.0
21
2(RP—BA)
22
33
INVERTER POWER
2
60
35
FCU-1 (FUTURE)(ALT SYSTEM)
1
15
37 FCU-1 (FUTURE)(HEATER)
2
40
0.0
0.0
4.5
41 SPARE
1
10.5
* GFCI BREAKER
10.0
21.0
0.0
60.0
22.0
20.0
MINIMUM AIC RATING = 22,000
4.5
0.0
0.0
0.0
0.0
107.7
62.5
95.0
79.7
A=
170.2
B=
174.7
4
RECEPT - SUMP PUMP
1
20
3
RECEPT - MASTER BATH
1
20
6
LIGHTS - FIRST FLOOR
1
20
5
RECEPT - MASTER BATH
1
20
8
GFI RECEPT - BATH #1
1
20
7
SPARE
1
20
10
RECEPT - SCREEN PORCH
1
20
9
RECEPT - KITCHEN COUNTER
1
20
12
RECEPT - OUTSIDE SOUTH
1
20*
11
RECEPT - KITCHEN COUNTER
1
20
14
RECEPT - OFFICE/BEDROOM 4
1
20
13
RECEPT - RANGE
2
50
16 SPARE
1
20
15
18
2
30
17
20
2
80
24
WATER HEATER DWH-1
30
2
28
1
20
23
23(RP—BB)
MASTER BEDROOM INSTRUMENT POWER
7
RECEPT - MUDROOM
1
20
24
1(RP—BA)
MASTER BEDROOM RECEPTACLES
9
RECEPT - DINING ROOM
1
20
3(RP—BA)
MASTER BATH RECEPTACLES
11
RECEPT - DINING ROOM
1
20
13
RECEPT - ENTRY HALL
1
20
15
RECEPT - ENTRY HALL
1
20
27
5(RP—BA)
MASTER BATH RECEPTACLES
28
4(RP—BA)
BATH #2 RECEPTACLES
29
6(RP—BA)
BATH #2 RECEPTACLES
30
18(RP—BB)
BATH #2 INSTRUMENT POWER
17
RECEPT - MASTER BATH
1
20
31
4(RP—BA)
BATH #2 HRV
19
RECEPT - MASTER BATH
1
20
32
27(RP—BB)
BEDROOM #2 INSTRUMENT POWER
33
6(RP—BA)
BEDROOM #2 RECEPTACLES
21
RECEPT - MATER BEDROOM
1
20
34
7(RP—BA)
BEDROOM #3 RECEPTACLES
23
RECEPT - MATER BEDROOM 1
20
35
28(RP—BB)
BEDROOM #3 INSTRUMENT POWER
25
RECEPT - BEDROOM 2
1
20
36
9(RP—B)
EXTERIOR RECEPTACLES NORTH WEST
37
10(RP—B)
SCREEN PORCH
27
RECEPT - BEDROOM 2
1
20
38
11(RP—B)
EXTERIOR RECEPTACLES SOUTH EAST
29
RECEPT - KITCHEN
1
20
39
12(RP—B)
EXTERIOR RECEPTACLES SOUTH
40
8(RP—B)
BATH #1 HRV
41
8(RP—B)
BATH #1 RECEPTACLES
33
BASEMENT LIGHTS
1
42
4(RP—BB)
BATH #1 INSTRUMENT POWER
35
SPACE
1
37
SPACE
1
31
RECEPT - KITCHEN
1
43
7(RP—BB)
MUDROOM INSTRUMENT POWER
44
7(RP—B)
CENTER HALL
45
11(RP—BA)
KITCHEN RECEPTACLES WEST WALL
39
SPACE
1
46
9(RP—BA)
KITCHEN RECEPTACLES NORTH WALL
41
SPACE
1
47
10(RP—BA)
GARAGE DISPOSAL NORTH WALL
48
12(RP—BA)
KITCHEN PENINSULA RECEPTACLES
49
8(RP—BB)
KITCHEN PENINSULA INSTRUMENT POWER
50
13(RP—B)
DINING ROOM RECEPTACLES
51
15(RP—B)
ENTRY HALL RECEPTACLES NORTH EAST
52
15(RP—B)
ENTRY HALL RECEPTACLES SOUTH
53
15(RP—BB)
LIVING ROOM INSTRUMENT POWER
54
16(RP-B)
LIVING ROOM RECEPTACLES
1.5
SWH-1
2
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
TOTALS
3.0
2.0
10.0
0.0
0.0
0.0
1.5
10.0
20
20
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
0.0
0.0
0.0
0.0
0.0
0.0
14.0
20.5
13.5
20.5
A=
34.5
B=
34.0
25
2
SWH-2
2
9.0
3.0
10.0
5.8
1.5
3.0
12.0
40.0
19.0
0.0
0.0
25
0.0
1
20
29
SPACE
1
25.6
25.6
32
AHU-1
1
20
31
SPACE
1
34
VEHICLE CHARGER OUTLET
1
20
33
SPACE
1
36
GARAGE RECEPTACLE
1
20
35 SPACE
1
38 SPACE
1
37 SPACE
1
40 SPACE
1
39 SPACE
1
42 SPACE
1
41 SPACE
1
PROVIDE ARC FAULT
BREAKERS AS REQUIRED
1.5
0.0
0.0
0.0
0.0
5.0
5.0
0.0
0.0
0.0
0.0
1
20
4
RECEPT - BATH #2
1
20
6
RECEPT - BATH #2
1
20
8
RECEPT - REFRIGERATOR
1
20
10
RECEPT - GARBAGE DISPOSAL
1
20
12
RECEPT - KITCHEN ISLAND GFI
1
20
14
RECEPT - MICROWAVE/FAN
1
20
16 FCU-2 (FUTURE)(FIRST FLOOR)
2
40
2
25
2
50
CONSULTANT:
(AH SYSTEM HTR)
20 HPU-4 (11.45A, 230V)
24
HPU-1 (5 TON)
26
(FOR AHU-1)
28
HPU-2
30
(AH SYSTEM FOR AHU-2)
32
34
EBL ENGINEERS, LLC
MECHANICAL • ELECTRICAL * FIRE PROTECTION
2
50
LIGHTS 1ST FLOOR
1
20
LIGHTS 1ST FLOOR
1
20
2
15
40 DISHWASHER
1
20
42 SPACE
1
36 FCU-2 (FUTURE)(ALT SYSTEM)
0.0
0.0
103.0
67.3
94.0
A=
170.3
B=
15.0
62.6
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234-5701
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
PROFESSIONAL CERTIFICATION:
I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY
ME. AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS
OF THE STATE OF MARYLAND,
156.
PROJECT:
PROVIDE WITH THRU FEED
LUGS
PROVIDE WITH BRANCH CIRCUIT
MONITORING
PROVIDE WITH BRANCH CIRCUIT
MONITORING
PROVIDE ARC FAULT BREAKERS
AS REQUIRED
MAIN LUGS ONLY 400A
AMPERES-TOP/BOTTOM
MINIMUM AIC RATING =
22,000
AMPERES SYMMETRICAL
National Institute of
Standards and Technology
CONNECTED LOAD 39.2 KVA
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PANEL SCHEDULE ’RP-G’
NIST Campus
Gaithersburg, MD
120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED
BREAKER
FOR
FOR
POLE TRIP
RECEPT - BATH #1
1
20
1
RECEPT - OUTSIDE
1
20*
4
RECEPT - BATH #1
1
20
3
RECEPT - GARAGE DOOR
1
20
6
RECEPT - KITCHEN
1
20
5
RECEPT - GARAGE DOOR
1
20
8
RECEPT - KITCHEN
1
20
7
SPARE
1
20
10
RECEPT - OFFICE/BEDROOM 4
1
20
9
LIFT
1
20
12
RECEPT - OFFICE/BEDROOM 4
1
20
11
AHU-3 HEATER PKG
2
40
14
RECEPT - LIVING ROOM
1
20
13
16
RECEPT - LIVING ROOM
1
20
15
RECEPT - NORTH WALL
1
20
18
RECEPT - BATH #2
1
20
17
DWH-2
2
20
20
RECEPT - BATH #2
1
20
19
22
RECEPT - HALL
1
20
21
SPACE
1
24 RECEPT - HALL
1
20
23 SPACE
1
26
RECEPT - BEDROOM 3
1
20
25
SPACE
1
28
RECEPT - BEDROOM 3
1
20
27 SPACE
1
30
CONTROL POWER FOR
SOLENOID TRANSFORMER
1
15
29
SPACE
1
31
SPACE
1
33
SPACE
1
35
SPACE
1
37
SPACE
1
39
PANEL RP-BB
2
1
34
SPACE
1
36
SPACE
1
38
SPACE
1
40
SPACE
1
42
SPACE
1
15
A
3.0
9.8
12.0
0.0
0.0
0.0
0.0
0.0
0.0
100
TOTALS
0.0
0.0
0.0
41
0.0
0.0
0.0
0.0
12.0
10.0
0.0
0.0
RECEPT - NORTH WALL
1
20
4
SPARE
1
20
6
GARAGE (HPU-3)
2
25
RECEPT - NORTH WALL
2
20
RECEPT - NORTH WALL
2
20
18
FACP
1
20
20
SPARE
1
20
22
SPACE
1
24 SPACE
1
26
SPACE
1
MARK
DATE
DESCRIPTION
28 SPACE
1
ISSUE:
03/31/10
ISSUED FOR CONSTRUCTION
30
SPACE
1
32
SPACE
1
34
SPACE
1
36
SPACE
1
38
SPACE
1
40
SPACE
1
42
SPACE
1
8
21.0
0.0
21.0
0.0
91.4
53.5
88.4
39.0
A=
144.9
B=
127.4
U.S. Department of Energy ^
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
12
14
0.0
0.0
12.0
'BnUti
2
10
14.6
0.0
15.0
12.0
12.0
0.0
0.0
15.0
31.0
14.6
POLE TRIP
4.5
0.0
12.0
FOR
B
9.8
31.0
* GFCI BREAKER
BREAKER
CIR
2
CONTROL POWER
AMPERES/PHASE
BREAKER
CIR
EXPIRATION DATE: 4-26-2011
LICENSE NO: 13434
6
Energy Efficiency &
Renewable Energy
ENERGY
16
6/29/10
REVISIONS
5/7/10
UPDATED
PROJECT NO:
NIST NZERTF
CAD DWG FILE:
09-247 E-601
DRAWN BY:
JEM
CHECKED BY:
FJL
O
COPYRIGHT C 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
ELECTRICAL PANEL
SCHEDULES
PROVIDE ARC FAULT BREAKERS
AS REQUIRED
MAIN BREAKER 2P, 250A
MAIN BREAKER 2P, 100A
AMPERES-TOP/BOTTOM
MINIMUM AIC RATING =
22,000
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
38
0.0
TOTALS
LIGHTS - SECOND FLOOR
22 (AH SYSTEM)
0.0
19.0
2
18
0.0
19.0
AHU-2 (ALTERNATE SYSTEM)
32
10.5
0.0
POLE TRIP
1.5
5.5
19.0
30
B
1.5
10.0
27
CIR
A
4.0
40.0
21 AHU-3
25
POLE TRIP
8.4
10.5
FOR
B
23
AMPERES/PHASE
POLE TRIP
A
19
CONNECTED LOAD 41.4 KVA
FOR
RECEPT - MUDROOM
NOTE: 1. PROVIDE ALL REQUIRED SUB FEED LUGS FOR ADDING FUTURE ADDITIONAL RELAY PANELS.
10.0
0.0
BREAKER
CIR
5
OFFICE/OPTIONAL BEDROOM INSTRUMENT RECEPTACLES
20
120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED
HALL LIGHTS NORTH EAST WALL
14(RP—B)
1
PANEL SCHEDULE ’RP-BB’ (INSTRUMENTATION)
2(RP—BA)
57
ATTIC RADON VENT MOTOR
AMPERES SYMMETRICAL
20
OFFICE/OPTIONAL BEDROOM INSTRUMENT POWER
22.0
0.0
0.0
1
26
0.0
0.0
20
AMPERES-TOP/BOTTOM
1
12( RP-BB)
0.0
POLE TRIP
1
RECEPT - DRYER
BREAKER
CIR
RECEPT - BASEMENT
22 AHU-2 - HEATER
0.0
FOR
2
MAIN BREAKER 2P, 400A
RECEPT - BASEMENT
56
21.0
0.0
1.2
TOTALS
3
LIVING ROOM INSTRUMENT POWER
9.0
4.5
20
BEDROOM #3 CLOSET LIGHTS NORTH WALL
16(RP—BB)
3.0
0.0
20
55
3.0
1.5
3.0
39 (ALTERNATE SYSTEM)
1
MASTER BATH HRV
7.2
20.0
RECEPT - BASEMENT
26
7.5
AMPERES/PHASE
BREAKER
CIR
POLE TRIP
60.0
1
3(RP—BA)
7.5
6.0
FOR
B
31
3P-400 AMP MAIN CIRCUIT BREAKER
25
A
23
REMARKS
BREAKER
CIR
SPACE
7
9
FOR
6
0.0
120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED
AMPERES/PHASE
BREAKER
CIR
5
PANEL SCHEDULE ’RP-BA’
AMPERES SYMMETRICAL
AMPERES-TOP/BOTTOM
CONNECTED LOAD 8.2 KVA
MINIMUM AIC RATING =
22,000
CONNECTED LOAD 32.7 KVA
AMPERES SYMMETRICAL
SCALE AS NOTED
E-601
©
NORTH
BREAKER
CIR
REVISION
DESCRTHON
BY
DATE
9SX CD SET
01/29/10
100X CD SET
02/24/10
ISSUED FOR CONSTRUCTION
03/31/10
PROFESSIONAL CERTIFICATION
*1 HEREBY CERTIFY THAT THESE DOCUMENTS WERE
PREPARED OR APPROVED BY ME, AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MARYLAND,
LICENSE NO. 12564, EXPIRATION DATE 08/10/2011."
UTILITY AND SITE DESIGN
MARCH 2010
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
UNITED STATES DEPARTMENT OF COMMERCE
THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
GAITHERSBURG, MARYLAND
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AAV
A. Morton Thomas and Associates. Inc.
Consulting Engineers
12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMT19AMTEN6INEERING.COM
Nisr
FOR OFFICIAL USE ONLY
U.S. DEPARTMENT OF COMMERCE
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
PLANT DIVISION
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
COVER SHEET
KS/DN
SPONSOR
Structural Engineers
1850 M Street NW Washington, DC 20036
(202) 223-1941 Fax (202) 223-1942
PROPERTY OWNER/APPLICANT
UNITED STATES DEPARTMENTS OF COMMERCE
THE NATIONAL INSTITUTE OF STANDARDS
AND TECHNOLOGY
GAITHERSBURG, MARYLAND
(301)975-8339
CONTACT PERSON: SILVIO BARUZZI
PROPERTY ADDRESS
NIST CAMPUS
WEST STREET
GAITHERSBURG, MARYLAND
APPROVED BY
KEAST&HOOD CO.
C-001 COVER SHEET
C-101 EXISTING CONDITIONS / DEMOLITION PLAN
C-201 SITE / GRADING PLAN
C-202 SITE DETAILS
C-203 SITE DETAILS
C-301 UTILITY PROFILES
C-401 EROSION AND SEDIMENT CONTROL PLAN
C-402 EROSION AND SEDIMENT CONTROL DETAILS
C-403 EROSION AND SEDIMENT CONTROL NOTES
C-404 EROSION AND SEDIMENT CONTROL NOTES
C-501 PLANTING PLAN
C-502 PLANTING PLAN NOTES AND DETAILS
MAINTENANCE ENG. OFF.
FIRE PROTECTION SVS.
S.H. & E. DIV.
FACILITIES ENGR. OFF.
PROJECT LEADER
DRA™ BY
02/01/10
MS&
SB134109CQ0026/69331
PROJECT/W-O.
SH.N0.
DESIGN PROJ. *
OF
DWG. C-001
LEGEND
©
©
REVISION
o
DEMOLITION NOTES:
1
w
SAWCUT ic REMOVE EXISTING SIDEWALK.
w
w'
o
w
CONCRETE WALK
ID
453.73
1
4 53.50/
SANITARY SEWER MANHOLE
3
LIGHT POLE
o
—-453^
GJ
X
SIGN
4
WATER VALVE
4
MW
453.05
\\
BENCHMARK
STUMP
4Cn
=G4
CONCRETE CURB
xl
COMMUNICATION LINE PAINT MARK
UGE
ELECTRIC PAINT MARK
W
\\
\\
/
WEST DRIVE
O
ASPHALT PAVEMENT
ho
\
\
Q>
//
<o
/
*o
i
r
Cn
0
jj
12" RCP
\
I
//
/
I
/
7
6
/ H
\
/
1.
2.
3.
4.
5.
A
CURB INLET
T0P=453.30
INV. IN=439.02
INV. 0UT=438.92
CURB INLET
T0P=453.22
INV. IN=439.25
INV. 0UT=439.15
MANHOLE
TOP=452.05
(N) INV. IN=428.40
(E) INV. IN=428.85
(S) INV. 0UT=428.40
B
MANHOLE
T0P=452.93
(E) INV. IN=439.28
(S) INV. IN=444.53
INV. 0UT=439.18
CURB INLET
T0P=450.97
INV. 0UT=447.17
CURB INLET
T0P=450.02
INV. 0UT=443.72
E
6.
7.
8.
9.
CURB INLET
T0P=450.25
(SW) INV. IN=442.80
(SE) INV. IN=441.55
(E) INV. IN=440.85
(W) INV. OUT=440.55
F
4s-
cn
ho
3D
2
MANHOLE
T0P=451.17
(N) INV. IN=444.99
(E) INV. IN=429.75
(S) INV. 0UT=429.22
\
i
* W
/
MANHOLE
T0P=461.08
(N) INV. IN=455.53
(S) INV. 0UT=454.98
/ 00 " 3
(->
>o
O
/
/
/
/
/
CO
3D
GO
m
m
\ I
2
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3D
>-
i
—I
O
4sOn
MANHOLE
T0P=452.80
(S) INV. IN=448.55
(E) INV. IN=447.60
(W) INV. 0UT=446.65
>
GRATE INLET
T0P=450.61
(SW) INV. IN=445.96
(SE) INV. IN=445.96
(E) INV. IN=443.61
(W) INV. 0UT=443.21
3D
OD
cn
N)
.N)
TRAVERSE NORTHING EASTING
203
90749.986 -59932.294
204
90345.238 -59933.965
ELEV.
452.24
452.71
GENERAL NOTES
1.
\
\
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NOTES:
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OF WASHED GRAVEL
49 5/8”
37 5/8
32 1/8
99
99
36
99
QUAZITE STYLE PG, 30”x48”, CAT. NO. PG3048BA36
WITH ANSI 22 LOAD RATING AND EXTRA HEAVY DUTY
COVER WITH BOLTS. COLOR IS GREY.
12750 TWINBROOK PARKWAY ROCKVILLE:, MD 20852
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMT19AMTEN6INEERING.COM
Nisr
NOTES:
1. DO NOT BLOCK FIRE HYDRANT OR FIRE HYDRANT TEE.
2. FOR RESTRAINING VALVE TO FIRE HYDRANT, SEE DETAIL B/2.1.
WASHINGTON
STANDARD DETAIL
APPROVED: JULY 1, 2005
B
SUBURBAN
METHOD OF RESTRAINING
FIRE HYDRANT TO MAIN
SANITARY
26
30
99
FIRE HYDRANT SETTING
OPEN PAVING SECTION
SANITARY
QUAZITE STYLE PG, 24”x36”, CAT. NO. PG2436BA30
WITH ANSI 22 LOAD RATING AND HEAVY DUTY COVER
WITH BOLTS. COLOR IS GREY.
urn
FIRE PROTECTION SVS.
S.H. & E. DIV.
* Chief Engineer u 1
PLANT DIVISION
Chief Engineer
B21
Mm
8.1
COMMISSION
WSSC STANDARD
NOTE: DO NOT INCLUDE POLYETHYLENE ENCASEMENT.
FACILITIES ENGR. OFF.
W81
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
9 iWSSC STANDARD DETAIL W8.1
SITE DETAILS
101 202 NOT TO SCALE
KS/DN
MAINTENANCE ENG. OFF.
U.S. DEPARTMENT OF COMMERCE
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
W
SUBURBAN
2.1
FOR OFFICIAL USE ONLY
STANDARD DETAIL
APPROVED: JULY 1, 2005
WASHINGTON
COMMISSION
99
A. Morton Thomas and Associates, Inc.
Consulting Engineers
1. DO NOT BLOCK FIRE HYDRANT TEE OR FIRE HYDRANT.
BASIS OF DESIGN
C
AAV
IRICK
L
END POLYETHYLENE ENCASEMENT AT BASE
ELBOW. DO NOT ENCASE FIRE HYDRANT
DRIP OPENINGS. END POLYETHYLENE WITH
ADHESIVE TAPE, SEE SPECIFICATIONS. ---------
101 202 NOT TO SCALE
ms,
X
\E
INVERT ELBOW ELEVATION (EE)
DESIGNATED ON DRAWINGS.------
8
sponsor
3
CONNECT TRACER WIRE
TO MJ BOLT OF FIRE HYDRANT,
SEE SPECIFICATIONS--------------
ANCHORING COUPUNG
OR ANCHORING TEE
PER DETAIL B/2.1. —
4. PLACE RESTRAINED JOINT PIPE TAPE ON TOP OF PIPE FROM FIRE HYDRANT TEE TO FIRE HYDRANT
FOR RESTRAINED JOINT GASKETS ONLY, SEE SPECIFICATIONS.
B
101I20; NOT TO SCALE
APPROVED BY
a
3. RESTRAIN ALL JOINTS FROM VALVE TO FIRE HYDRANT, SEE DETAILS B/2.2, S/2-2a, B/2.7 OR
RESTRAINED JOINT GASKETS, SEE SPECIFICATIONS.
DIMENSIONS
• A
• 4
<
K
2. RESTRAIN ALL JOINTS BETWEEN FIRE HYDRANT TEE AND VALVE, USING ANCHORING TEE OR
ANCHORING COUPUNG.
4
A
4*
S
l
PLAN
Structural Engineers
1850 M Street NW Washington, DC 20036
(202) 223-1941 Fax (202) 223-1942
IA
C9
pPOLYETHYLENE ENCASEMENT
SEE SPEQR CATIONS
RESTRAIN ALL JOINTS BETWEEN
VALVE AND FIRE HYDRANT, SEE
NOTE 3.
TEE
KH KEAST &.HOOD CO.
I
SEE NOTE 2
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6* MECHANICAL JOINT VALVE
DIRECT BURIAL CONDUIT DETAIL
* A
■ A
6
L
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MIN. 6“ ABOVE DRIP OPENING
CONNECT TRACER WIRE
TO MJ BOLT OF VALVE,
SEE SPECIFICATIONS -tx
WATERMAIN
SCHEDULE 40 PVC CONDUIT WITH
CONDUCTORS, SEE ELEC. DRAWINGS
FOR SIZE AND QUANTITY
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1. WHERE INNER DUCT IS CALLED FOR, PROVIDE FABRIC TYPE INNER DUCT BY MAXCELL,
SIZE AND QUANTITY AS INDICATED ON ELECTRICAL DRAWINGS.
GRAVEL-
20
14
TT
NOTES:
i ; i
17 1/4 23 1/4
TRACER WIRE ON TOP
OF PVC PIPE,
SEE SPECIFICATIONS
4*
BACK FI LI
HYDRANT TO BE PLUMB-
STREAM OUTLET
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AMERICAN FLOW CONTROL
FIRE
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FINISHED GRADE
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24
0
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24
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PAVED SECTION
STANDARD
F.H. TEE
7“
IB
MUELLER COMPANY
12’ OR AS NOTED
ON THE DRAWINGS
12" OR 13" LONG MECHANICAL JOINT ANCHORING COUPUNG.
CM
'1
U.S. PIPE AND FOUNDRY CO.
KENNEDY VALVE
DETECTABLE MARKER TAPE TO RUN
CONTINUOUS OVER CONDUIT.
MECHANICALLY TAMPED BACK FILL
(98% COMPACTION)
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PROJECT/W.O.
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DESIGN PROJ. S
OF
DWG. C-202
REVISION
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4'
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27"
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2
27*
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24’
18
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42*
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02/24/10
03/31/10
lu |
12'
in
PROFESSIONAL CERTIFICATION
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE
PREPARED OR APPROVED BY ME, AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MARYLAND,
LICENSE NO. 12564, EXPIRATION DATE 08/10/2011."
oo
3/4" 0 BARS, THREADED 8" MIN.
THE FLANGE SHALL BE LOCATED 8" BELOW TOP OF TOP
BOTH ENDS. BARS TO BE
MINIMUM
V
SECTION & SHALL REST UPON NOTCHED BOARDS (SEE
SYMMETRICALLY PLACED.
15 7/B"MIN I
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DATE
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GLAND-
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4’—0” MINIMUM COVER AT THE PROPERTY LINE
NUMBER OF 3/4MAX.
# LENGTH OF
SPIGOT PIPE
BARS REQUIRED
VALVE
SIZE
DESCRTHON
ALL SECTIONS SHOWN TO BE GRAY.
2” CORPORATION STOP
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OR STRUCTURAL FILL ---------------
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NOTES:
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NOTES:
BOSS
WITH
MECHANICAL
1. USE MECHANICAL JOINT FITTINGS ONLY.
T
2. COAT BARS AND APPURTENANCES WITH FIELD APPUED COATING, SEE SPECIFICATIONS.
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1
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OUTLET TAPPED FOR 3/4" STUD BOLTS.
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SUBURBAN
PLUS UMMUM B*
2**8’ - #1 OP 02 SOUTHERN
B
2.0
WASHINGTON
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ADJUSTABLE VALVE
BOX ROUND HEAD
SLIDING TYPE
SANITARY
COMMISSION
Chief Engineer
12
2.1
SANITARY
*
16 WSSC STANDARD DETAIL W5.9
1011205 NOT TO SCALE
NOTE: IN VEHICULAR TRAFFIC
AREAS NOT PAVED, PROVIDE
2’x2'x10 1/2"(H)
SQUARE CONCRETE
ENCASEMENT (fc-3000 PS!
© 28 DAYS) AROUND THE
FRAME.
8
15
8
18
8
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4
12
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21
8
24
12
27
12
30
12
MAXIMUM TRENCH PAY WIDTH
36
15
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42
15
48
18
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PVC WYE ENCASED IN CONCRETE.
SEE DETAIL S/6.8 FOR ADDITIONAL INFORMATION
NOTES:
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FOR MAXIMUM ALLOWABLE COVER, SEE DETAIL S/8-1,
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THE MAXIMUM TRENCH PAY WIDTH EQUALS 2W + PIPE O.D. - OTHERWISE, THE MAXIMUM TRENCH PAY WIDTH IN AREAS
PVC CLEANOUT RISER. FOR -----------------------------------ADDITIONAL INFORMATION. SEE DETAJL/5.0.
OF REQUIRED TRENCH BOX/SHEETING EQUALS 2W -I- PIPE O.D. + 24", EXCEPT FOR AREAS BELOW THE TRENCH BOX
WHERE THE TRENCH WIDTH EQUALS 2W + PIPE O.D.
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SUBURBAN
TRENCH DETAIL - FLEXIBLE PIPE
GRAVITY PVC SEWER
SANITARY
M
APPROVED: JULY 1, 2005
SUBURBAN
8.1c
STANDARD DETAIL
STANDARD CLEANOUT
INSTALLATION
SANITARY
WASHINGTON
s
SUBURBAN
5.0
a*
S 1/2"
0
3. VERTICAL RISER AND 1/8 BEND SHALL BE SAME DIAMETER AS HORIZONTAL SHC PIPE.
A) JOB SITE PRECAST SHALL BE CURED AT LEAST 7 DAYS BEFORE INSTALLATION.
2
2
6. FOR OPTION 2 INSTALLATION PROVIDE 2"x4" SHC MARKER BOARD PER SPECIFICATIONS.
SOIL FROM CAP TO 12" ABOVE CAP SHALL BE HAND TAMPRED ONLY.
6" MIN GRAVEL BEDOING
FOR ALL OTHER AREAS.
12
01003 NOT TO SCALE
s
WASHINGTON
CCIA/FQ
SUBURBAN
5.1
HOUSE CONNECTION
TERMINATING AT THE
PROPERTY LINE
SANITARY
Chief Engineer
14
:01|203 NOT TO SCALE
s
6.8
FOR OFFICIAL USE ONLY
S68
S51
WSSC STANDARD DETAIL S5.0
NIST
STANDARD DETAIL
APPROVED: JULY 1, 2005
COMMISSION
S5D
13
WSSC STANDARD DETAIL S5.0
7. ALL HOUSE CONNECTION RENEWALS WILL BE TERMINATED IN ACCORDANCE WITH DETAIL S/5.0.
• Chief Engineer n (
M81 c
12750 TWINBROOK PARKWAY ROCKVILLE:, MD 20652
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMT1 OAMTENGINEERING.COM
B) APPROVED MANUFACTURER^ PRECAST SHALL BE CURED AT LEAST BOX
OF REQUIRED STRENGTH BEFORE DELIVERY.
COMMISSION
' Chief Engineer U *
jChjBjf^ErjgjrCwBr^
A. Morton Thomas and Associates, Inc.
Consulting Engineers
4. CONCRETE ENCASEMENT NOT REQUIRED FOR DUCTILE IRON WYE AMD BEND.
5. CONCRETE ENCASEMENT SHALL BE PRECAST WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
CLEANOUT COVER ASSEMBLY
FOR 4" CLEANOUTS
SANITARY
COMMISSION
COMMISSION
4vfT
1. PROVIDE THIS CONNECTION ON ALL SHC'S. UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
2. FOR CONTINUATION, SEE DETAILS, S/6.0, S/6.1 S/6.2, S/6.3, S/6.4, S/6.5 AND S/6.7.
O
STANDARD DETAIL
APPROVED: JULY 1, 2005
ELEVATION
NOTES:
SECTION A-A
WASHINGTON
SEE NOTE-1
•4
4
4
T
Structural Engineers
1850 M Street NW Washington, DC 20036
(202) 223-1941 Fax (202) 223-1942
BELL
SECTION
*
4* PIPE
KH KEAST &.HOOD CO.
Z
2
1 AT
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BE
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THE 'W* DIMENSION SHALL BE USED TO CALCULATE MAXIMUM TRENCH PAY WIOTH.
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TRENCH WIDTH
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Chief Enain^lr •
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2" METER SETTING
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COMMISSION
11 WSSC STANDARD DETAIL S5.0
WSSC STANDARD DETAIL S5.0
PIPE EMBEDMENT ZONE
11
10
STANDARD DETAIL
JULY 1, 2005
APPROVED:
SUBURBAN
FINISHED GRADE
6
RESTRAIN ALL PIPE JOINTS ON 4" DUCTILE IRON SERVICE, FROM 4” RESTRAINED CAP OR PLUG
W21 .dwq
:01|203 NOT TO SCALE
4
5.
WASHINGTON
B20
W
2” SINGLE METER SETTER IS COMPLETE ONE-PIECE FACTORY ASSEMBLED, INCLUDING
TWO ANGLE BALL VALVES, FITTINGS AND COMPRESSION CONNECTIONS.
STANDARD DETAIL
APPROVED;,JUNE 17, 2004
SUBURBAN
Chief Engineer v 1
PIPE SIZE
D
4.
(TELLOW) PINE BOARD
AT PROPERTY LINE TO MAINLINE WATERMAIN.
COMMISSION
10
EXTEND DUCTILE IRON SERVICE OUTLET 3*-0“ MINIMUM BEYOND METER BOX AS SHOWN
OR TO THE PROPERTY LINE, WHICHEVER IS GREATER.
UPPER AND LOWER VALVE BOX SECTION
METHOD OF STRAPPING
VALVE TO MAIN
SANITARY
COMPACT BACKFILL AND AGGREGATE BASE AS STRUCTURAL FILL
1/2* TRENCH WIDTH
10 1/4"
STANDARD DETAIL
APPROVED: *JULY 1» 2005
2.
3.
8 1/4"
4. FOR ALTERNATIVE METHOD OF STRAPPING VALVE TO MAIN, SEE DETAIL B/Z3.
WASHINGTON
METER SETTING FOR NON-TRAFFIC AREAS ONLY, DO NOT LOCATE IN SIDEWALK OR DRIVEWAY,
UNLESS OTHERWISE NOTED ON THE DRAWINGS.
LOWER SECTION TO
REST ON VALVE BONNET
3. WHEN WELDED-ON BOSS OR WELDED-ON OUTLET IS USED ON 24" AND LARGER DUCTILE IRON PIPE, SEE
DETAIL W/3.05,
4“ DIP, CLASS 53, 5'-0" LONG (FLANGED BY PLAIN-END)
1.
15
WSSC STANDARD DETAIL S5.0
WSSC STANDARD DETAIL S5.0
I01Q03 NOT TO SCALE
:01|20J NOT TO SCALE
U.S. DEPARTMENT OF COMMERCE
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
PLANT DIVISION
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
SITE DETAILS
KS/DN
APPROVED BY
DATE
sponsor
DATE
MAINTENANCE ENG. OFF.
DATE
FIRE PROTECTION SVS.
DATE
S.H. & E. DIV.
DATE
FACILITIES ENGR. OFF.
DATE
PROJECT LEADER
DATE
DRAWN BY
02/01/10
MSS.
SB134109CQ0026/69331
PROJECT/W.O.
SH.N0.
DESIGN PROJ. S
OF
DWG. C-203
REVISION
464
\
co
464
464
*\
DESCMPHON
BY
DATE
9SX CD SET
01/29/10
100% CD SET
02/24/10
ISSUED FOR CONSTRUCTION
03/31/10
PROPOSED GRADE
EXISTING GROUND
<NFFE=461.5
\> FFE=461,5
PROPOSED GRADE
A
A
PROFESSIONAL CERTIFICATION
-— $” PVC
PERFORATED
PIPE .-r-a .
/
/
■/
CJi
MIN.
+
co
in
452
BFE=451.3^
PROPOSED
STORM DRAIN
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1+00 •
INV. 451:66
4” PVC SANITARY
LATERAL © 1.04%
ft
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— 1+91 45* BEN
INV. 448.22
1+88 45* BEND
INV, 448.19
1+02 45* BEND
INV. 447.28
. 0+81. 45*. BEND
INV. 447.05
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■ 4”x3” REDUCER
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SANITARY SEWER PROFILE
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KH KEAST&HOOD CO.
Structural Engineers
1850 M Street NW Washington, DC 20036
(202) 223-1941 Fax (202) 223-1942
>MT
A. Morton Thomas and Associates. Inc.
Consulting Engineers
12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMT19AMTEN6INEERING.COM
NIST
FOR OFFICIAL USE ONLY
U.S. DEPARTMENT OF COMMERCE
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
PLANT DIVISION
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
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Following initial soil disturbance or redisturbance, permanent of temporary
stabilization shall be completed within (7) days as to the surface of all
perimeter controls, dikes, swales, ditches, perimeter slopes, and all slopes
greater than 3 horizontal to 1 vertical (3:1) and fourteen days (14) as to
all other disturbed or graded areas on the project site.
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RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT WILL HAVE A
CERTIFICATE OF ATTENDANCE AT A MARYLAND DEPARTMENT OF THE
ENVIRONMENT APPROVED TRAINING PROGRAM FOR THE CONTROL OF SEDIMENT
AND EROSION BEFORE BEGINNING THE PROJECT. I HEREBY AUTHORIZE THE RIGHT
OF ENTRY FOR PERIODIC ONSITE EVALUATION BY THE STATE OF MARYLAND,
DEPARTMENT OF THE ENVIRONMENT, COMPLIANCE INSPECTORS.”
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AND THE MARYLAND DEPARTMENT OF THE ENVIRONMENT STORMWATER
MANAGEMENT REGULATIONS.
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REVISION
SILT FENCE
DETAIL 33 - SUPER SILT FENCE
DETAIL 22 - SILT FENCE
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NOTE: FENCE POST SPACING
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EMBED GEOTEXTILE CLASS F A
MINIMUM OF 8” VERTICALLY
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POSTS
SECTION A
125 FEET
1,000 FEET
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10:1 TO 5:1
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36” MINIMUM
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500 FEET
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1. FENCE POSTS SHALL BE A MINIMUM OF 36” LONG DRIVEN 16* MINIMUM INTO THE GROUND.
WOOD POSTS SHALL BE 1 1/2” X 1 1/2” SQUARE (MINIMUM) CUT, OR 1 3/4” DIAMETER
(MINIMUM) ROUND AND SHALL BE OF SOUND QUAUTY HARDWOOD. STEEL POSTS WILL BE
STANDARD T OR "U” SECTION WEIGHTING NOT LESS THAN 1.00 POND PER UNEAR FOOT.
2. GEOTEXTILE SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIES OR
STAPLES AT TOP AND MID-SECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS FOR
GEOTEXTILE CLASS F:
Test: MSMT 509
Test: MSMT 509
Test: MSMT 322
Test: MSMT 322
CHAIN UNK FENCE SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE
TIES. THE LOWER TENSION WIRE, BRACE AND TRUSS RODS, DRIVE ANCHORS AND POST
CAPS ARE NOT REQUIRED EXCEPT ON THE ENDS OF THE FENCE.
3.
FILTER CLOTH SHALL BE FASTENED SECURELY TO THE CHAIN UNK FENCE WITH TIES
SPACED EVERY 24" AT THE TOP AND MID SECTION.
4.
FILTER CLOTH SHALL BE EMBEDDED A MINIMUM OF 8” INTO THE GROUND.
5.
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE
OVERLAPPED BY 6” AND FOLDED.
6.
MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SILT BUILDUPS REMOVED WHEN
"BULGES" DEVELOP IN THE SILT FENCE, OR WHEN SILT REACHES 50% OF FENCE
HEIGHT
4. SILT FENCE SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND MAINTAINED WHEN
BULGES OCCUR OR WHEN SEDIMENT ACCUMULATION REACHED 50% OF THE FABRIC HEIGHT.
Medutoate
Filtering Efficiency
MARYLAND DEPARTMENT OF ENVIRONMENT
WATER MANAGEMENT ADMINISTRATION
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
DESIGN CRITERIA
SIP
3. STRETCH THE 1/2" X 1/2” WIRE MESH TIGHTLY AROUND THE
FRAME AND FASTEN SECURELY. THE ENDS MUST MEET AND OVERLAP
AT A POST.
SLOPE LENGTH SILT FENCE LENGTH
(MAXIMUM)
(MAXIMUM^
0 - 10%
0 - 10:1
UNUMITED
UNLIMITED
10 - 20%
10:1 - 5:1
200 FEET
1,500 FEET
20 - 33%
5:1 - 3:1
100 FEET
1,000 FEET
33 - 50%
3:1 - 2:1
100 FEET
500 FEET
50% +
2:1 +
50 FEET
250 FEET
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
DETAIL 23C - CURB INLET PROTECTION (COG OR COS INLETS)
DETAIL 23B - AT GRADE INLET PROTECTION
□
2. DRIVE THE 2” X 4” CONSTRUCTION GRADE LUMBER POSTS 1* INTO
THE GROUND AT EACH CORNER OF THE INLET. PLACE NAIL STRIPS
BETWEEN THE POSTS ON THE ENDS OF THE INLET. ASSEMBLE THE
TOP PORTION OF THE 2’ X 4" FRAME USING THE OVERLAP JOINT
SHOWN ON DETAIL 23A. THE TOP OF THE FRAME (WEIR) MUST BE 6“
BELOW ADJACENT ROADWAYS WHERE FLOODING AND SAFETY ISSUES
MAY ARISE.
SUPER SILT FENCE
SLOPE
STEEPNESS
50 Ibs/in (min.)
Test: MSMT 509
Test* MSMT 509
20 Ibs/in (min.)
z
Test MSMT 322
0.3 gal/ft /minute (max.)
75%
Test MSMT 322
(min.)
PAGE
MARYLAND DEPARTMENT OF ENVIRONMENT
H - 26 - 3
WATER MANAGEMENT ADMINISTRATION
Tensile Strength
Tensile
STANDARD SYMBOL '
WIRE MESH
CONSTRUCTION SPECIFICATIONS
FILTER CLOTH SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIES OR
STAPLES AT TOP AND MID SECTION AND SHALL MEET THE FOLLOWING REQUIREMENTS
FOR GEOTEXTILE CLASS F:
3. WHERE ENDS OF GEOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE OVERLAPPED, FOLDED
AND STAPLED TO PREVENT SEDIMENT BYPASS.
”l HEREBY CERTIFY THAT THESE DOCUMENTS WERE
PREPARED OR APPROVED BY ME, AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MARYLAND,
LICENSE NO. 12564, EXPIRATION DATE 08/10/2011."
1. EXCAVATE COMPLETELY AROUND THE INLET TO A DEPTH OF 18“
BELOW THE NOTCH ELEVATION.
2.
7.
o
POST DRIVEN
INTO GROUND
EXCAVATE, BACKFILL
AND COMPACT EARTH
MAX. DRAINAGE AREA = 1/4 ACRE
>------------------------
FENCING SHALL BE 42” IN HEIGHT AND CONSTRUCTED IN ACCORDANCE WITH THE
LATEST MARYLAND STATE HIGHWAY DETAILS FOR CHAIN UNK FENCING. THE
SPECIFICATION FOR A 6* FENCE SHALL BE USED, SUBSTITUTING 42” FABRIC AND 6*
LENGTH POSTS.
CONSTRUCTION SPECIFICATIONS
MARYLAND DEPARTMENT OF ENVIRONMENT
WATER MANAGEMENT ADMINISTRATION
PAGE
E - IS - 3A
PROFESSIONAL CERTIFICATION
NAILING
TRIP
>
SSF
1.
SF
t
IN AREAS OF LESS THAN 2% SLOPE AND SANDY SOILS (USDA GENERAL
CLASSIFICATION SYSTEM, SOIL CLASS A) MAXIMUM SLOPE LENGTH AND SILT
FENCE LENGTH WILL BE UNLIMITED. IN THESE AREAS A SILT FENCE MAY BE THE
ONLY PERIMETER CONTROL REQUIRED.
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
FLOW
FLOW
*
STANDARD SYMBOL '
CONSTRUCTION SPECIFICATIONS
JOINING TWO ADJACENT SILT
FENCE SECTIONS
50 Ibs/in (min.)
20 Ibs/in (min.)
0.3 gal ft/minute (max.)
75% (min.)
Ed
IE
03/31/10
6” MINIMUM l
FLOW
GEOTEXTILE CLASS E
16" MIN. 1ST LAYER OF
FILTER CLOTH *
♦IF MULTIPLE LAYERS ARE
REQUIRED TO ATTAIN 42”
STANDARD SYMBOL
PAGE
E - 15 - 3
50:1 TO 10:1
34” MINIMUM
EMBED FILTER CLOTH 8” ----T
MINIMUM INTO GROUND
CROSS SECTION
STAPLE
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
FILTER CLOTH
FLOW
- FENCE POST DRIVEN
A MINIMUM OF 16”
V INTO THE GROUND
STAPLE/
TENSILE STRENGTH
TENSILE MODULUS
FLOW RATE
FILTERING EFFICIENCY
UNLIMITED
CHAIN UNK FENCING
- FENCE POST SECTION
MINIMUM 20" ABOVE
GROUND
UNDISTURBED
GROUND
FLOW
SECTION B
UNLIMITED
NOTE:
FILTER
CLOTH
TOP VIEW
CHAIN LINK FENCE
WITH 1 LAYER OF
FILTER CLOTH
ISSUED FOR CONSTRUCTION
\
FLATTER THAN 50:1
GROUND '
SURFACE
DATE
01/29/10
02/24/10
EDGE OF ROADWAY OR TOP
OF EARTH DIKE
2” X 4" FRAMING
34” MINIMUM
16” MINIMUM HEIGHT OF
GEOTEXTILE CLASS F
'7/
(MAXIMUM)
(MAXIMUM)
SLOPE LENGTH
SLOPE STEEPNESS
BY
DETAIL 23A - STANDARD INLET PROTECTION
SILT FENCE DESIGN CRITERIA
10' MAXIMUM CENTER TO
CENTER-
DESCRTHON
9SX CD SET
100X CD SET
MARYLAND DEPARTMENT OF ENVIRONMENT
WATER MANAGEMENT ADMINISTRATION
PAGE
H - 26 - 3A
4. STRETCH THE GEOTEXTILE CLASS E TIGHTLY OVER THE WIRE MESH
WITH THE GEOTEXTILE EXTENDING FROM THE TOP OF THE FRAME TO
18” BELOW THE INLET NOTCH ELEVATION. FASTEN THE GEOTEXTILE
FIRMLY TO THE FRAME. THE ENDS OF THE GEOTEXTILE MUST MEET
AT A POST, BE OVERLAPPED AND FOLDED, THEN FASTENED DOWN.
5. BACKFILL AROUND THE INLET IN COMPACTED 6” LAYERS UNTIL
THE LAYER OF EARTH IS LEVEL WITH THE NOTCH ELEVATION ON THE
ENDS AND TOP ELEVATION ON THE SIDES.
6. IF THE INLET IS NOT IN A SUMP, CONSTRUCT A COMPACTED
EARTH DIKE ACROSS THE DITCH UNE DIRECTLY BELOW IT. THE TOP
OF THE EARTH DIKE SHOULD BE AT LEAST 6" HIGHER THAN THE
TOP OF THE FRAME.
7. THE STRUCTURE MUST BE INSPECTED PERIODICALLY AND AFTER
EACH RAIN AND THE GEOTEXTILE REPLACED WHEN IT BECOMES
CLOGGED.
DETAIL 24 - STABILIZED CONSTRUCTION ENTRANCE
3*
PAGE
E - 16 - 5
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
DETAIL 31
MARYLAND DEPARTMENT OF ENVIRONMENT
WATER MANAGEMENT ADMINISTRATION
23.0 STADARDS AND SPECIFICATIONS
FOR
TREE PROTECTION
TREE PROTECTION
MOUNTABLE
BERM (6” MIN.)
50* MINIMUM
X
2* MINIMUM LENGTH
OF 2" X 4"
6* MAXIMUM SPACING
OF 2” X 4” SPACERS
3/4” - 11/2" STONE
SANDBAG OR
ALTERNATE
WEIGHT
1m
2” X 4” WEIR
3/4 *-1 1/2 "HS30Q
FILTER CLOTH A
GEOTEXTILE CLASS E
■A.
m
A ■
6”
6
■L7
FILTER CLOTH
WIRE MESH
PLAN/CUT AWAY
VIEW
2” X 4” SPACER
w,
1
-»j 6”
6"
6"
CONSTRUCTION SPECIFICATIONS
INLET GRATE
GEOTEXTILE CLASS E
2.
WIRE TIES
■6” OVERLAP
CROSS SECTION
STANDARD SYMBOL
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
PAGE
E - 16 - 5A
MARYLAND DEPARTMENT OF ENVIRONMENT
WATER MANAGEMENT ADMINISTRATION
1.
LENGTH - MINIMUM OF 50’ (*30* FOR SINGLE RESIDENCE LOT).
2.
WIDTH - 10’ MINIMUM, SHOULD BE FLARED AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS.
4.
STONE - CRUSHED AGGREGATE (2” TO 3”) OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT
SHALL BE PLACED AT LEAST 6” DEEP OVER THE LENGTH AND WIDTH OF THE ENTRANCE.
THE ASSEMBLY SHALL BE PLACED SO THAT THE END SPACERS ARE A MINIMUM 1* BEYOND
BOTH ENDS OF THE THROAT OPENING.
5.
SURFACE WATER - ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD CONSTRUCTION
ENTRANCES SHALL BE PIPED THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PIPE
INSTALLED THROUGH THE STABIUZED CONSTRUCTION ENTRANCE SHALL BE PROTECTED WITH A
MOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 6” OF STONE OVER THE PIPE. PIPE HAS
TO BE SIZED ACCORDING TO THE DRAINAGE. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS
NO DRAINAGE TO CONVEY A PIPE WILL NOT BE NECESSARY. PIPE SHOULD BE SIZED ACCORDING TO
THE AMOUNT OF RUNOFF TO BE CONVEYED. A 6" MINIMUM WILL BE REQUIRED.
8.
ASSURE THAT STORM FLOW DOES NOT BYPASS THE INLET BY INSTALUNG A TEMPORARY
EARTH OR ASPHALT DIKE TO DIRECT THE FLOW TO THE INLET.
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
PAGE
E - 16 - 5B
MARYLAND DEPARTMENT OF ENVIRONMENT
WATER MANAGEMENT ADMINISTRATION
HEAVY EQUIPMENT OPERATORS WILL BE CAUTIONED TO AVOID DAMAGE
TO EXISTING TREE TRUNKS AND ROOTS DURING LAND LEVELING
OPERATIONS. TUNNEL UNDER ROOT SYSTEM WEN INSTALLING LINES, IF
POSSIBLE.
4.
TREE TRUNKS AND EXPOSED ROOTS AND LIMBS DAMAGED DURING
EQUIPMENT OPERATIONS WILL BE CARED FOR AS PRESCRIBED BY A
FORESTER OR LICENSED TREE EXPERT.
5.
WOOD CHIPS WHEN SPREAD TO A 4” DEPTH CAN BE USED IN WOODED
SITES TO HELP PREVENT SOIL COMPACTION AND DAMAGE TO TREES.
6.
THE USE OF HEAVY EQUIPMENT ON ROOT SYSTEMS OF DESIRABLE
TREES MUST BE AVOIDED TO PREVENT SOIL COMPACTION. ALL
CONSTRUCTION SHOULD BE KEPT OUT OF THE DRIP LINE OF PROTECTED
TREES. PROTECTIVE FENCING SHALL BE UTILIZED FOR TREES BEING
RETAINED AND SHALL BE LOCATED AT THE DRIP LINE.
7.
BROAD LEAF TREES SHOULD RECIEVE A HEAVY APPLICATION OF
COMPLETE FERTILIZER TO AID THEIR RECOVERY FROM POSSIBLE DAMAGE
CAUSED BY CONSTRUCTION OPERATIONS. FERTILIZATION SHOULD BE
DONE DURING WINTER AND/OR EARLY SPRING FOLLOWING COMPLETION
OF CONSTRUCTION. IT SHOULD BE APPLIED AT THE FOLLOWING RATE: 2
TO 4 LBS. OF 10-6-4 FOR EACH INCH OF TRUNK DIAMETER MEASURED
AT 4 1/2” ABOVE GROUND LINE. FERTILIZER SHOULD BE APPLIED IN
HOLES 1” IN DIAMETER 18” DEEP. SPACED ABOUT 2* APART AT THE
DRIP UNE OF THE TREE.
8.
DURING THE FIRST TWO SUMMERS FOLLOWING CONSTRUCTION, IT IS
DESIRABLE THAT THE TREES RECIEVE ADEQUATE AMOUNTS OF WATER.
FILL AREAS
CONSTRUCTION SPECIFICATION
6.
3.
CUT AREAS
GEOTEXTILE FABRIC (FILTH? CLOTH) SHALL BE PLACED OVER THE EXISTING GROUND PRIOR TO
PLACING STONE. ♦♦THE PLAN APPROVAL AUTHORITY MAY NOT REQUIRE SINGLE FAMILY RESIDENCES
TO USE GEOTEXTILE.
THIS TYPE OF PROTECTION MUST BE INSPECTED FREQUENTLY AND THE FILTER CLOTH AND
STONE REPLACED WHEN CLOGGED WITH SEDIMENT.
FINAL
GRADE----ORIGINAL GROUND SURFACE
FINAL •
GRADE
3.
7.
ir
sttYytJ
rzc
PLACE THE ASSEMBLY AGAINST THE INLET THROAT AND NAIL (MINIMUM 2’ LENGTHS OF 2"
X 4" TO THE TOP OF THE WEIR AT SPACER LOCATIONS). THESE 2” X 4" ANCHORS SHALL
EXTEND ACROSS THE INLET TOP AND BE HELD IN PLACE BY SANDBAGS OR ALTERNATE
WEIGHT.
1. LIFT GRATE AND WRAP WITH GEOTEXTILE CLASS E TO COMPLETELY COVER
ALL OPENINGS, THEN SET GRATE BACK IN PLACE.
2. PLACE 3/4” TO 11/2" STONE, 4”-6” THICK ON THE GRATE TO SECURE THE
FABRIC AND PROVIDE ADDITIONAL FILTRATION.
1
ATTACH A CONTINUOUS PIECE OF WIRE MESH (30" MINIMUM WIDTH BY THROAT LENGTH
PLUS 4’) TO THE 2” X 4” WEIR (MEASURING THROAT LENGTH PLUS 2’) AS SHOWN ON THE
STANDARD DRAWING.
FORM THE 1/2 " X 1/2 " WIRE MESH AND THE GEOTEXTILE FABRIC TO THE CONCRETE
GUTTER AND AGAINST THE FACE OF THE CURB ON BOTH SIDES OF THE INLET. PLACE
CLEAN 3/4 ” X 1 1/2 ” STONE OVER THE WIRE MESH AND GEOTEXTILE IN SUCH A
MANNER TO PREVENT WATER FROM ENTERING THE INLET UNDER OR AROUND THE
GEOTEXTILE.
BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS.
FENCING
T*V \V?
ORIGINAL
GRADE
6
4.
6.
ir
2.
ir
■LbrnJ
10’ MIN.
PLAN VIEW
SECURELY NAIL THE 2’ X 4” WEIR TO A 9" LONG VERTICAL SPACER TO BE LOCATED
BETWEEN THE WEIR AND THE INLET FACE (MAX. 4’ APART).
5.
CONSTRUCTION SPECIFICATIONS
10* MIN.
SCE
PLACE A CONTINUOUS PIECE OF GEOTEXTILE CLASS E THE SAME DIMENSIONS AS THE WIRE
MESH OVER THE WIRE MESH AND SECURELY ATTACH IT TO THE 2” X 4” WEIR.
*
ir
PERMANENT MEASURES
EXISTING
PAVEMENT
3.
MAX. DRAINAGE AREA - 1/4 ACRE
□ AGIP
♦
NOTE: ALL PROTECTIVE MEASURES
SHALL EXTEND BEYOND THE
TREE DRIPUNE
CIP
STANDARD SYMBOL T
1.
CRITERIA FOR PROTECTING TREES:
1. TREES WITHIN 25* OF A BUILDING SITE AND ASSOCIATED GRADING,
PARKING AND UTIUTY EXTENSIONS SHALL BE BOXED IN TO PREVENT
MECHANICAL INJURY. THE BOX SHOULD BE AS CLOSE TO THE DRIP LINE
OF THE TREE AS POSSIBLE.
Mr
T
10* MIN.
4
10’ MINIMUM
WIDTH
3/4" - 11/2" STONE
A
T
NOTE: ALL PROTECTIVE FENCING
SHALL EXTEND BEYOND
THE TREE DRIPUNE
SNOW FENCE
ItMPQRARY AND
f
STANDARD SYMBOL
dU.
C
ir
* 50* MINIMUM
LENGTH
2” X 4’ WEIR
MAX. DRAINAGE AREA - 1/4 ACRE
SHRUB!
PROFILE
TO STORM
DRAIN
' A *
1
L •
2” X 4* SPACER
WIRE MESH
.>
i
>9i
------- EXISTING PAVEMENT
EARTH FILL
PIPE AS NECESSARY
** GEOTEXTILE CLASS *C*
OR BETTER
MINIMUM 6" OF 2"-3"
AGGREGATE OVER LENGTH AND
■-EXISTING GROUND
WIDTH OF STRUCTURE
2” X 4” ANCHORS
3/4"—1 1/2"
STONE \ j
>:1
LOCATION - A STABIUZED CONSTRUCTION ENTRANCE SHALL BE LOCATED AT EVERY POINT WHERE
CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE. VEHICLES LEAVING THE SITE
MUST TRAVEL OVER THE ENTIRE LENGTH OF THE STABIUZED CONSTRUCTION ENTRANCE.
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
PAGE
F - 17 - 3
MARYLAND DEPARTMENT OF ENVIRONMENT
WATER MANAGEMENT ADMINISTRATION
DRY
WELL
y
CUT
FILL
EXCESSIVE CUT
AND FILL WILL
KILL THIS TREE
y
y
y y
FILL
CUT.
yy
y
y
y
KEAST &HOOD CO.
Structural Engineers
1850 M Street NW Washington, DC 20036
(202) 223-1941 Fax (202) 223-1942
■RETAINING WALL
PROPER
PROCEDURE
IMPROPER PROCEDURE
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
V.
y
PAGE
G - 23 - 3
MARYLAND DEPARTMENT OF ENVIRONMENT
WATER MANAGEMENT ADMINISTRATION
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
PAGE
G- 23- 2
MARYLAND DEPARTMENT OF ENVIRONMENT
WATER MANAGEMENT ADMINISTRATION
A. Morton Thomas and Associates, Inc.
Consulting Engineers
12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMT19AMTEN6INEERING.COM
NIST
FOR OFFICIAL USE ONLY
U.S. DEPARTMENT OF COMMERCE
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
PLANT DIVISION
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
THIS PLAN IS FOR EROSION & SEDIMENT CONTROL PURPOSES ONLY.
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED.
EROSION k SEDIMENT CONTROL DETAILS
KS/DN
APPROVED BY
J2AXEL
sponsor
Mm
MAINTENANCE ENG. OFF.
n
FIRE PROTECTION SVS.
S.H. & E. DIV.
Mm
FACILITIES ENGR. OFF.
Mm
PROJECT LEADER
Mm
drawn by
02/01/10
Mm
SB134109CQ0026/69331
PROJECT/W.O.
SH.N0.
DESIGN PROJ. U
OF
DWG, C-402
REVISION
STANDARD EROSION AND SEDIMENT CONTROL NOTES
STANDARDS AND SPECIFICATIONS FOR DUST CONTROL
THE WATER MANAGEMENT ADMINISTRATION REQUIRES THAT THESE NOTES, IN THEIR ENTIRETY, BE INCLUDED ON THE EROSION AND SEDIMENT CONTROL PLAN. IT IS RECOGNIZED THAT EVERY 1.
NOTE MAY NOT APPLY TO ALL PROJECTS. THE REQUIREMENT OF ANY INDIVIDUAL NOTE NOT APPLICABLE TO THE SUBJECT PROJECT IS NOT BINDING UPON THE APPLICANT OR THE APPLICANT’S
CONTRACTOR.
2.
1. THE CONTRACTOR SHALL NOTIFY THE ADMINISTRATION (WMA) AT (410) 537-3510 SEVEN (7) DAYS BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY AND, UNLESS WAIVED BY THE
3.
ADMINISTRATION, SHALL BE REQUIRED TO HOLD A PRE-CONSTRUCTION MEETING BETWEEN PROJECT REPRESENTATIVES AND A REPRESENTATIVE OF WMA.
THE CONTRACTOR SHALL CONDUCT OPERATIONS AND MAINTAIN THE PROJECT SITE AS TO MINIMIZE THE CREATION AND DISPERSION OF DUST. DUST
CONTROL SHALL BE USED THROUGHOUT THE WORK AT THE SITE.
2. THE CONTRACTOR MUST NOTIFY WMA IN WRITING AND BY TELEPHONE AT THE FOLLOWING POINTS:
A.
THE REQUIRED PRE-CONSTRUCTION MEETING.
B.
FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES.
C. DURING THE INSTALLATION OF SEDIMENT BASINS (TO BE CONVERTED INTO PERMANENT STORMWATER MANAGEMENT STRUCTURES) AT THE REQUIRED INSPECTION POINTS (SEE
INSPECTION CHECKLIST ON PLAN). NOTIFICATION PRIOR TO COMMENCING CONSTRUCTION OF EACH STEP IS MANDATORY.
D. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL STRUCTURE(S).
E.
PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES.
F.
PRIOR TO FINAL ACCEPTANCE.
5. THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN EFFECTIVE OPERATING CONDITION ALL EROSION AND SEDIMENT CONTROL MEASURES UNTIL SUCH TIMES AS
THEY ARE REMOVED WITH PRIOR PERMISSION FROM WMA INSPECTOR AND AGENCY INSPECTOR.
THE CONTRACTOR SHALL IMPLEMENT STRICT DUST CONTROL MEASURES DURING ACTIVE CONSTRUCTION PERIODS ON-SITE. THESE CONTROL MEASURES
WILL GENERALLY CONSIST OF WATER APPLICATIONS THAT SHALL BE APPLIED A MINIMUM OF ONCE PER DAY DURING DRY WEATHER OR MORE OFTEN AS
REQUIRED TO PREVENT DUST EMISSIONS.
5.
A.
B.
C.
FOR WATER APPLICATION TO UNDISTURBED SOIL SURFACES, THE CONTRACTOR SHALL;
APPLY WATER WITH EQUIPMENT CONSISTING OF TANK, SPRAY BAR, PUMP WITH DISCHARGE PRESSURE GAUGE;
ARRANGE SPRAY BAR HEIGHT, NOZZLE SPACING AND SPRAY PATTERN TO PROVIDE COMPLETE COVERAGE OF GROUND WITH WATER;
DISPERSE WATER THROUGH NOZZLES ON SPRAY BAR AT 20 PSI MINIMUM. KEEP AREAS DAMP WITHOUT CREATING NUISANCE CONDITIONS SUCH AS
PONDING.
12. TEMPORARY SEDIMENT CONTROL DEVICES MAY BE REMOVED, WITH PERMISSION OF WMA INSPECTOR AND AGENCY INSPECTORS, WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING
ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL CONTRIBUTORY DRAINAGE AREAS. STORMWATER MANAGEMENT STRUCTURES USED TEMPORARILY FOR SEDIMENT CONTROL SHALL BE
iik
CONVERTED TO THE PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD AS WELL.
13. NO PERMANENT CUT OR FILL SLOPE WITH A GRADIENT STEEPER THAN 3:1 WILL BE PERMITTED IN LAWN MAINTENANCE AREAS. A SLOPE GRADIENT OF UP TO 2:1 WILL BE PERMITTED IN
NONMAINTENANCE AREAS PROVIDED THAT THOSE AREAS ARE INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN WITH A LOW-MAINTENANCE GROUND COVER SPECIFIED FOR
PERMANENT STABILIZATION. SLOPE GRADIENT STEEPER THAN 2:1 WILL NOT BE PERMITTED WITH VEGETATIVE STABILIZATION.
i.
LIME MATERIALS SHALL BE GROUND LIMESTONE (HYDRATED OR BURNT LIME MAY BE SUBSTITUTED)
WHICH CONTAINS AT LEAST 50% TOTAL OXIDES (CALCIUM OXIDE PLUS MAGNESIUM OXIDE). LIMESTONE
SHALL BE GROUND TO SUCH FINENESS THAT AT LEAST 50% WILL PASS THROUGH A #100 MESH SIEVE,
AND 98 TO 100% WILL PASS THROUGH A #20 MESH SIEVE.
TEMPORARY SEEDING
15. SEDIMENT TRAPS OR BASINS ARE NOT PERMITTED WITHIN 20 FEET OF A FOUNDATION THAT EXISTS OR IS UNDER CONSTRUCTION. NO STRUCTURE MAY BE CONSTRUCTED WITHIN 20 FEET OF
AN ACTIVE SEDIMENT TRAP OR BASIN.
16. THE WMA INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SAFETY OR SEDIMENT CONTROL MEASURES, IF DEEMED NECESSARY.
18. VEGETATIVE STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL. REFER TO APPROPRIATE
SPECIFICATIONS FOR TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SODDING, AND GROUND COVERS.
19. SEDIMENT SHALL BE REMOVED AND THE TRAP OR BASIN RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE QUARTER OF THE TOTAL DEPTH OF THE
TRAP OR BASIN. TOTAL DEPTH SHALL BE MEASURED FROM THE TRAP OR BASIN BOTTOM TO THE CREST OF THE OUTLET.
L
iL
iii.
c.
SEED AND FERTILIZER SHALL BE MIXED ON SITE, AND SEEDING SHALL BE DONE IMMEDIATELY
WITHOUT INTERRUPTION.
DRY SEEDING: THIS INCLUDES USE OF CONVENTIONAL DROP OR BROADCAST SPREADERS.
a.
SEED SPREAD SHALL BE INCORPORATED INTO THE SUBSOIL AT THE RATES PRESCRIBED ON THE
TEMPORARY OR PERMANENT SEEDING SUMMARIES OR TABLES 25 OR 26. THE SEEDED AREA
SHALL THEN BE ROLLED WITH A WEIGHTED ROLLER TO PROVIDE GOOD SEED TO SOIL CONTACT.
b.
WHERE PRACTICAL, SEED SHOULD BE APPLIED IN TWO DIRECTIONS PERPENDICULAR TO EACH
OTHER. APPLY HALF THE SEEDING RATE IN EACH DIRECTION.
DRILL OR CULTIPACKER SEEDING:MECHANIZED SEEDERS THAT APPLY AND COVER SEED WITH SOIL.
a.
CULTIPACKING SEEDERS ARE REQUIRED TO BURY THE SEED IN SUCH A FASHION AS TO PROVIDE
AT LEAST 1/4 INCH OF SOIL COVERING. SEEDBED MUST BE FIRM AFTER PLANTING.
b.
WHERE PRACTICAL, SEED SHOULD BE APPLIED IN TWO DIRECTIONS PERPENDICULAR TO EACH
OTHER. APPLY HALF THE SEEDING RATE IN EACH DIRECTION.
L
STRAW SHALL CONSIST OF THOROUGHLY THRESHED WHEAT, RYE OR OAT STRAW, REASONABLY BRIGHT
IN COLOR, AND SHALL NOT BE MUSTY, MOLDY, CAKED, DECAYED, OR EXCESSIVELY DUSTY, AND SHALL
BE FREE OF NOXIOUS WEED SEEDS AS SPECIFIED IN THE MARYLAND SEED LAW.
II.
WOOD CELLULOSE FIBER MULCH (WCFM)
b.
WCFM SHALL BE DYED GREEN OR CONTAIN A GREEN DYE IN THE PACKAGE THAT WILL PROVIDE
AN APPROPRIATE COLOR TO FACILITATE VISUAL INSPECTION OF THE UNIFORMLY SPREAD SLURRY.
c.
WCFM, INCLUDING DYE, SHALL CONTAIN NO GERMINATION OR GROWTH INHIBITING FACTORS.
d.
WCFM SHALL BE MANUFACTURED AND PROCESSED IN SUCH A MANNER THAT THE WOOD
CELLULOSE FIBER MULCH WILL REMAIN IN UNIFORM SUSPENSION IN WATER UNDER AGITATION AND
WILL BLEND WITH SEED, FERTILIZER, AND OTHER ADDITIVES TO FORM A HOMOGENOUS SLURRY.
THE MULCH MATERIAL SHALL FORM A BLOTTER-LIKE GROUND COVER, ON APPLICATION, HAVING
MOISTURE ABSORPTION AND PERCOLATION PROPERTIES AND SHALL COVER AND HOLD GRASS
SEED IN CONTACT WITH THE SOIL WITHOUT INHIBITING THE GROWTH OF THE GRASS SEEDINGS.
e.
WCFM SHALL CONTAIN NO ELEMENTS OR COMPOUNDS AT CONCENTRATION LEVELS THAT WILL BE
PHYTO-TOXIC.
f.
WOOD CELLULOSE FIBER MUST CONFORM TO THE FOLLOWING PHYSICAL REQUIREMENTS: FIBER
LENGTH TO APPROXIMATELY 10 mm., DIAMETER APPROXIMATELY 1 mm., pH RANGE OF 4.0 TO
8.5, ASH CONTENT OF 1.6% MAXIMUM, AND WATER HOLDING CAPACITY OF 90% MINIMUM.
MINIMUM SOIL CONDITIONS REQUIRED FOR PERMANENT VEGETATIVE ESTABLISHMENT:
1.
SOIL pH SHALL BE BETWEEN 6.0 AND 7.0.
2.
SOLUBLE SALTS SHALL BE LESS THAN 500 PARTS PER MILLION (PPM).
3.
THE SOIL SHALL CONTAIN LESS THAN 40% CLAY, BUT ENOUGH FINE GRAINED MATERIAL
(>30% SILT PLUS CLAY) TO PROVIDE THE CAPACITY TO HOLD A MODERATE AMOUNT OF
MOISTURE. AN EXCEPTION IS IF LOVEGRASS OR SERECIA LESPEDEZA IS TO BE PLANTED,
THEN A SANDY SOIL (<30% SILT PLUS CLAY) WOULD BE ACCEPTABLE.
4.
SOIL SHALL CONTAIN 1.5% MINIMUM ORGANIC MATTER BY WEIGHT.
5.
SOIL MUST CONTAIN SUFFICIENT PORE SPACE TO PERMIT ADEQUATE ROOT PENETRATION.
6.
IF THESE CONDITIONS CANNOT BE MET BY SOILS ON SITE, ADDING TOPSOIL IS REQUIRED IN
ACCORDANCE WITH SECTION 21 "STANDARD AND SPECIFICATION FOR TOPSOIL” OF THE 1994
MD STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL BY THE
MARYLAND DEPARTMENT OF THE ENVIRONMENT.
ONLY STERILE STRAW MULCH SHOULD BE USED IN AREAS WHERE A STAND OF ONE
SPECIES OF GRASS IS DESIRED.
NOTE:
G. MULCHING SEEDED AREAS - MULCH SHALL BE APPLIED
SEEDED AREAS IMMEDIATELY AFTER SEEDING
TO ALL
L
IF GRADING IS COMPLETED OUTSIDE OF THE SEEDING SEASON, MULCH ALONE SHALL BE APPLIED AS
PRESCRIBED IN THIS SECTION AND MAINTAINED UNTIL THE SEEDING SEASON RETURNS AND SEEDING
CAN BE PERFORMED IN ACCORDANCE WITH THESE SPECIFICATIONS.
c.
APPLY SOIL AMENDMENTS AS PER SOIL TEST OR AS INCLUDED IN THE CONTRACT DOCUMENTS.
iL
d.
MIX SOIL AMENDMENTS INTO THE TOP 3 - 5 INCHES OF TOPSOIL BY DISKING OR OTHER
SUITABLE MEANS. LAWN AREAS SHOULD BE RAKED TO SMOOTH THE SURFACE; REMOVE LARGE
OBJECTS LIKE STONES AND BRANCHES, AND READY THE AREA FOR SEED APPLICATION. WHERE
SITE CONDITIONS WILL NOT PERMIT NORMAL SEEDBED PREPARATION, LOOSEN SURFACE SOIL BY
DRAGGING WITH A HEAVY CHAIN OR OTHER EQUIPMENT TO ROUGHEN THE SURFACE. STEEP
SLOPES (STEEPER THAN 3:1) SHOULD BE TRACKED BY A DOZER LEAVING THE SOIL IN AN
IRREGULAR CONDITION WITH RIDGES RUNNING PARALLEL TO THE CONTOUR OF THE SLOPE. THE
TOP 1 -3 INCHES OF SOIL SHOULD BE LOOSE AND FRIABLE. SEEDBED LOOSENING MAY NOT BE
NECESSARY ON NEWLY DISTURBED AREAS.
WHEN STRAW MULCH IS USED, IT SHALL BE SPREAD OVER ALL SEEDED AREAS AT THE RATE OF 2
TONS/ACRE. MULCH SHALL BE APPLIED TO A UNIFORM LOOSE DEPTH OF BETWEEN 1 AND 2 INCHES.
MULCH APPLIED SHALL ACHIEVE A UNIFORM DISTRIBUTION AND DEPTH SO THAT THE SOIL SURFACE IS
NOT EXPOSED. IF A MULCH ANCHORING TOOL IS TO BE USED, THE RATE SHOULD BE INCREASED TO
2.5 TONS/ACRE.
iik
WOOD CELLULOSE FIBER USED AS A MULCH SHALL BE APPLIED AT A NET DRY WEIGHT OF 1,500 LBS.
PER ACRE. THE WOOD CELLULOSE FIBER SHALL BE MIXED WITH WATER, AND THE MIXTURE SHALL
CONTAIN A MAXIMUM OF 50 LBS OF WOOD CELLULOSE FIBER PER 100 GALLONS OF WATER.
ALL SEED MUST MEET THE REQUIREMENTS OF THE MARYLAND STATE SEED LAW. ALL SEED SHALL BE
SUBJECT TO RE-TESTING BY A RECOGNIZED SEED LABORATORY. ALL SEED USED SHALL HAVE BEEN
TESTED WITHIN 6 MONTHS IMMEDIATELY PRECEDING THE DATE OF SOWING SUCH MATERIAL ON THIS
JOB.
i.
A MULCH ANCHORING TOOL IS A TRACTOR DRAWN IMPLEMENT DESIGNED TO PUNCH AND ANCHOR
MULCH INTO THE SOIL SURFACE A MINIMUM OF 2 INCHES. THIS IS THE MOST EFFECTIVE ON LARGE
AREAS, BUT IS LIMITED TO FLATTER SLOPES WHERE EQUIPMENT CAN OPERATE SAFELY. IF USED ON
SLOPING LAND, THIS PRACTICE SHOULD BE USED ON THE CONTOUR, IF POSSIBLE.
iL
WOOD CELLULOSE FIBER MAY BE USED FOR ANCHORING STRAW. THE FIBER BINDER SHALL BE
APPLIED AT A NET DRY WEIGHT OF 750 LBS./ACRE. THE WOOD CELLULOSE FIBER SHALL BE MIXED
WITH WATER, AND THE MIXTURE SHALL CONTAIN A MAXIMUM OF 50 LBS. OF WOOD CELLULOSE FIBER
PER 100 GALLONS OF WATER.
MULCH, SUCH AS IN VALLEYS AND ON CRESTS OF BANKS. THE REMAINDER OF AREA SHOULD BE
UNIFORM AFTER BINDER APPLICATION. SYNTHETIC BINDERS - SUCH AS ACRYLIC DRL (AGRO-TACX),
DCA-70, PETROSET, TERRA TAX II, TERRA TACK AR, OR OTHER APPROVED EQUAL MAY BE USED AT
RATES RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH.
J2AXEL
sponsor
am
am
am
am
FOR OFFICIAL USE ONLY
U.S. DEPARTMENT OF COMMERCE
EROSION k SEDIMENT CONTROL NOTES
KS/DN
FACILITIES ENGR. OFF.
NIST
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
THIS PLAN IS FOR EROSION & SEDIMENT CONTROL PURPOSES ONLY.
S.H. & E. DIV.
12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMTieAMTENGINEERING.COM
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
LIGHTWEIGHT: PLASTIC NETTING MAY BE STAPLED OVER THE MULCH ACCORDING TO MANUFACTURER’S
PLANT DIVISION
RECOMMENDATIONS. NETTING IS USUALLY AVAILABLE IN ROLLS 4 TO 15 FEET WIDE AND 300 TO
3,000 FEET LONG.
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED.
FIRE PROTECTION SVS.
A. Morton Thomas and Associates, Inc.
Consulting Engineers
iiL APPLICATIONS OF LIQUID BINDERS SHOULD BE APPLIED HEAVIER AT EDGES WHERE WIND CATCHES
NOTE: IT IS VERY IMPORTANT TO KEEP INOCULANTS AS COOL AS POSSIBLE UNTIL USED.
TEMPERATURES ABOVE 75 - 80 DEGREES FAHRENHEIT CAN WEAKEN BACTERIA AND MAKE
INOCULANTS LESS EFFECTIVE.
bk
MAINTENANCE ENG. OFF.
>MT
MULCH ANCHORING SHALL BE PERFORMED IMMEDIATELY FOLLOWING MULCH APPLICATION TO MINIMIZE
LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS (LISTED BY
PREFERENCE), DEPENDING UPON SIZE OF AREA AND EROSION HAZARD:
NOTE; SEED TAGS SHALL BE MADE AVAILABLE TO THE INSPECTOR TO VERIFY TYPE AND RATE OF
SEED USED.
INOCULANTS THE INOCULANTS FOR TREATING LEGUME SEED IN THE SEED MIXTURES SHALL BE A
PURE CULTURE OF NITROGEN-FIXING BACTERIA PREPARED SPECIFICALLY FOR THE SPECIES.
INOCULANTS SHALL NOT BE USED LATER THAN THE DATE INDICATED ON THE CONTAINER. ADD FRESH
INOCULANTS AS DIRECTED ON PACKAGE. USE FOUR TIMES THE RECOMMENDED RATE WHEN
HYDROSEEDING.
Structural Engineers
1850 M Street NW Washington, DC 20036
(202) 223-1941 Fax (202) 223-1942
H. SECURING STRAW MULCH (MULCH ANCHORING)
D. SEED SPECIFICATIONS
STANDARD STABILIZATION NOTE
APPROVED BY
KEAST&HOODCO.
AREAS PREVIOUSLY GRADED IN CONFORMANCE WITH THE DRAWINGS SHALL BE MAINTAINED IN A
TRUE AND EVEN GRADE, THEN SCARIFIED OR OTHERWISE LOOSENED TO A DEPTH OF 3 TO 5
INCHES TO PERMIT BONDING OF THE TOPSOIL TO THE SURFACE AREA AND TO CREATE
HORIZONTAL EROSION CHECK SLOTS TO PREVENT TOPSOIL FROM SLIDING DOWN A SLOPE.
26. WHEN A STORM DRAIN SYSTEM OUTFALL IS DIRECTED TO A SEDIMENT TRAP OR SEDIMENT BASIN AND THE SYSTEM IS TO BE USED FOR TEMPORARILY CONVEYING SEDIMENT LADEN WATER,
ALL STORM DRAIN INLETS IN NON-SUMP AREAS SHALL HAVE TEMPORARY ASPHALT BERMS CONSTRUCTED AT THE TIME OF BASE PAVING TO DIRECT GUTTER FLOW INTO THE INLETS TO
AVOID SURCHARGING AND OVERFLOW OF INLETS IN SUMP AREAS.
"Following initial soil disturbance or redisturbance, permanent of temporary
stabilization shall be completed within (7) days as to the surface of all
perimeter controls, dikes, swales, ditches, perimeter slopes, and all slopes
greater than 3 horizontal to 1 vertical (3=1) and fourteen days (14) as to
all other disturbed or graded areas on the project site.
LIME - USE ONLY GROUND AGRICULTURAL LIMESTONE (UP TO 3 TONS PER ACRE MAY BE
APPLIED BY HYDROSEEDING). NORMALLY, NOT MORE THAN 2 TONS ARE APPLIED BY
HYDROSEEDING AT ANY ONE TIME. DO NOT USE BURNT OR HYDRATED LIME WHEN
HYDROSEEDING.
INCORPORATE LIME AND FERTILIZER INTO THE TOP 3” TO 5” OF SOIL BY DISKING OR OTHER
SUITABLE MEANS.
24. OFF-SITE SPOIL OR BORROW AREAS ON STATE OR FEDERAL PROPERTY MUST HAVE PRIOR APPROVAL BY WMA AND OTHER APPLICABLE STATE, FEDERAL, AND LOCAL AGENCIES; OTHERWISE
APPROVAL MUST BE GRANTED BY THE LOCAL AUTHORITIES. ALL WASTE AND BORROW AREAS OFF-SITE MUST BE PROTECTED BY SEDIMENT CONTROL MEASURES AND STABILIZED.
NOTE;
THE ABOVE SITE INFORMATION HAS BEEN PROVIDED SOLELY FOR USE BY MDE IN
REVIEWING SEDIMENT CONTROL AND IS NOT TO BE RELIED UPON BY ANY
CONTRACTOR IN PREPARING BIDS. THE CONTRACTOR SHALL MAKE ITS OWN
DETERMINATION OF QUANTITIES, VOLUMES AND/OR AREAS USED IN
ESTABLISHING ITS BIDS.
b.
c.
b.
iL
IF FERTILIZER IS BEING APPLIED AT THE TIME OF SEEDING, THE APPLICATION RATES AMOUNTS
WILL NOT EXCEED THE FOLLOWING: NITROGEN - MAXIMUM OF 100 POUNDS PER ACRE TOTAL OF
SOLUBLE NITROGEN; P205 (PHOSPHOROUS): 200 POUNDS/ACRE; K20 (POTASSIUM): 200
POUNDS/ACRE.
WCFM SHALL CONSIST OF SPECIALLY PREPARED WOOD CELLULOSE PROCESSED INTO A UNIFORM
FIBROUS PHYSICAL STATE.
22. SEDIMENT CONTROL FOR UTILITY CONSTRUCTION FOR AREAS OUTSIDE OF DESIGNED CONTROLS OR AS DIRECTED BY ENGINEER OR WMA INSPECTOR:
A.
CALL ”MISS UTILITY" AT 1-800-257-7777 48 HOURS PRIOR TO THE START OF WORK.
B.
EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH.
C. TRENCHES FOR UTILITY INSTALLATION SHALL BE BACKFILLED, COMPACTED, AND STABILIZED AT THE END OF EACH WORKING DAY. NO MORE TRENCH SHALL BE OPENED THAN CAN BE
COMPLETED THAT SAME DAY, UNLESS;
D. TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED AREA INTENDED TO REMAIN DISTURBED FOR MORE THAN ONE DAY.
NOTE:
1. EARTHWORK QUANTITIES SHOWN HERE ON ARE APPROXIMATE AND ARE FOR THE REVIEWING AGENCY USE ONLY. THE CONTRACTOR MUST MAKE HIS OWN DETERMINATION OF EARTHWORK
QUANTITIES.
a.
a.
21. ALL WATER REMOVED FROM EXCAVATED AREAS SHALL BE PASSED THROUGH A WMA APPROVED DEWATERING PRACTICE OR PUMPED TO A SEDIMENT TRAP OR BASIN PRIOR TO DISCHARGE
TO A FUNCTIONAL STORM DRAIN SYSTEM OR TO STABLE GROUND SURFACE.
i.
HYDROSEEDING: APPLY SEED UNIFORMLY WITH HYDROSEEDER (SLURRY INCLUDES SEED AND
FERTILIZER), BROADCAST OR DROP SEEDER, OR ACULTIPACKER SEEDER.
APPLY FERTILIZER AND LIME AS PRESCRIBED ON THE PLANS.
20. SEDIMENT REMOVED FROM TRAPS (AND BASINS) SHALL BE PLACED AND STABILIZED IN APPROVED AREAS, BUT NOT WITHIN A FLOODPLAIN, WETLAND OR TREE-SAVE AREA. WHEN PUMPING
SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO A SEDIMENT TRAPPING DEVICE PRIOR TO RELEASE FROM THE SITE. A SUMP PIT MAY BE USED IF SEDIMENT TRAPS
THEMSELVES ARE BEING PUMPED OUT.
27. SITE INFORMATION:
A. TOTAL AREA OF FACILITY (BASE, CAMPUS, PARK, ETC.) 578+ ACRES
B. TOTAL AREA OF PROJECT SITE 578 ACRES
C. AREA DISTURBED L5 ACRES
D. AREA TO BE ROOFED OR PAVED ACRES (SOLAR PANELS)
E. TOTAL CUT 2.000 CUBIC YARDS
F. TOTAL FILL 2.000 CUBIC YARDS
G. OFF-SITE WASTE / BORROW AREA LOCATION TO BE DETERMINED BY CONTRACTOR
*1 HEREBY CERTIFY THAT THESE DOCUMENTS WERE
PREPARED OR APPROVED BY ME, AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MARYLAND,
LICENSE NO. 12564, EXPIRATION DATE 08/10/2011."
b.
a.
25. SITES WHERE INFILTRATION DEVICES ARE USED FOR THE CONTROL OF STORMWATER, EXTREME CARE MUST BE TAKEN TO PREVENT RUNOFF FROM UNSTABILIZED AREAS FROM ENTERING THE
STRUCTURE DURING CONSTRUCTION. SEDIMENT CONTROL DEVICES PLACED IN INFILTRATION AREAS MUST HAVE BOTTOM ELEVATIONS AT LEAST TWO (2) FEET HIGHER THAN THE FINISH
GRADE BOTTOM ELEVATION OF THE INFILTRATION PRACTICE. WHEN CONVERTING A SEDIMENT TRAP TO AN INFILTRATION DEVICE, ALL ACCUMULATED SEDIMENT MUST BE REMOVED AND
DISPOSED OF PRIOR TO FINAL GRADING OF INFILTRATION DEVICE.
03/31/10
F. MULCH SPECIFICATIONS (IN ORDER OF PREFERENCE)
SEEDBED PREPARATION SHALL CONSIST OF LOOSENING SOIL TO A DEPTH OF 3” TO 5” BY MEANS
OF SUITABLE AGRICULTURAL OR CONSTRUCTION EQUIPMENT, SUCH AS DISC HARROWS, CHISEL
PLOWS, OR RIPPERS MOUNTED ON CONSTRUCTION EQUIPMENT. AFTER THE SOIL IS LOOSENED, IT
SHOULD NOT BE ROLLED OR DRAGGED SMOOTH, BUT LEFT IN THE ROUGHENED CONDITION.
SLOPED AREAS (GREATER THAN 3:1) SHOULD BE TRACKED LEAVING THE SURFACE IN AN
IRREGULAR CONDITION WITH RIDGES RUNNING PARALLEL TO THE CONTOUR OF THE SLOPE.
iL PERMANENT SEEDING
23. WHERE DEEMED APPROPRIATE BY THE ENGINEER OR INSPECTOR, SEDIMENT BASINS AND TRAPS MAY NEED TO BE SURROUNDED WITH AN APPROVED SAFETY FENCE. THE FENCE MUST
CONFORM TO LOCAL ORDINANCES AND REGULATIONS. THE DEVELOPER OR OWNER SHALL CHECK WITH LOCAL BUILDING OFFICIALS ON APPLICABLE SAFETY REQUIREMENTS. WHERE SAFETY
FENCE IS DEEMED APPROPRIATE AND LOCAL ORDINANCES DO NOT SPECIFY FENCING SIZES AND TYPES, THE FOLLOWING SHALL BE USED AS A MINIMUM STANDARD: THE SAFETY FENCE
MUST BE MADE OF WELDED WIRE AND AT LEAST 42 INCHES HIGH, HAVE POSTS SPACED NO FARTHER APART THAN 8 FEET, HAVE MESH OPENINGS NO GREATER THAN 2 INCHES IN WIDTH
AND 4 INCHES IN HEIGHT WITH A MINIMUM OF 14 GAUGE WIRE. SAFETY FENCE MUST BE MAINTAINED AND IN GOOD CONDITION AT ALL TIMES.
02/24/10
E. METHODS OF SEEDING
INCORPORATE LIME AND FERTILIZER INTO THE TOP 3 - 5 INCHES OF SOIL BY DISKING OR OTHER
SUITABLE MEANS.
a.
17. ALL TRAP DEPTH DIMENSIONS ARE RELATIVE TO THE OUTLET ELEVATION. ALL TRAPS MUST HAVE A STABLE OUTFALL. ALL TRAPS AND BASINS SHALL HAVE STABLE INFLOW POINTS.
10QXCD SET
SECTION I - VEGETATIVE STABILIZATION METHODS
AND MATERIALS
C. SEEDBED PREPARATION
14. FOR FINISHED GRADING, THE CONTRACTOR SHALL PROVIDE ADEQUATE GRADIENTS TO PREVENT WATER FROM PONDING FOR MORE THAN TWENTY FOUR (24) HOURS AFTER THE END OF A
RAINFALL EVENT. DRAINAGE COURSES AND SWALE FLOW AREAS MAY TAKE AS LONG AS FORTY-EIGHT (48) HOURS AFTER THE END OF A RAINFALL EVENT TO DRAIN. AREAS DESIGNED TO
HAVE STANDING WATER SHALL NOT BE REQUIRED TO MEET THIS REQUIREMENT.
01/29/10
PROFESSIONAL CERTIFICATION
FOR WATER APPLICATION TO SOIL SURFACES DURING DEMOLITION AND/OR EXCAVATION, THE CONTRACTOR SHALL;
APPLY WATER WITH EQUIPMENT CONSISTING OF A TANK, PUMP WITH DISCHARGE GAUGE, HOSES AND MIST NOZZLES.
LOCATE TANK AND SPRAYING EQUIPMENT SO THAT THE ENTIRE EXCAVATION AREA CAN BE MISTED WITHOUT INTERFERING WITH DEMOLITION AND/OR
EXCAVATION EQUIPMENT OR OPERATIONS. KEEP AREAS DAMP WITHOUT CREATING NUISANCE CONDITIONS SUCH AS PONDING.
APPLY WATER SPRAY IN A MANNER TO PREVENT MOVEMENT OF SPRAY BEYOND THE SITE BOUNDARIES.
SECTION I - VEGETATIVE STABILIZATION METHODS
AND MATERIALS
iik
DATE
THE CONTRACTOR SHALL SUPPLY WATER SPRAYING EQUIPMENT CAPABLE OF ACCESSING ALL WORK AREAS.
6. ALL SEDIMENT BASINS, TRAP EMBANKMENTS, PERIMETER DIKES, SWALES AND ALL DISTURBED SLOPES STEEPER OR EQUAL TO 3:1 SHALL BE STABILIZED WITH SOD OR SEED AND ANCHORED A. SITE PREPARATION
STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES, AS SOON AS POSSIBLE BUT NO LATER THAN SEVEN (7) CALENDAR DAYS AFTER ESTABLISHMENT. ALL AREAS DISTURBED
INSTALL EROSION AND SEDIMENT CONTROL STRUCTURES (EITHER TEMPORARY OR PERMANENT) SUCH
OUTSIDE OF THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION. (REQUIREMENTL
AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, BERMS, WATERWAYS, OR SEDIMENT CONTROL
FOR STABILIZATION MAY BE REDUCED TO THREE (3) DAYS FOR SENSITIVE AREAS.)
BASINS.
7. THE CONTRACTOR SHALL APPLY SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES TO ALL DISTURBED AREAS AND STOCKPILES WITHIN
iL PERFORM ALL GRADING OPERATIONS AT RIGHT ANGLES TO THE SLOPE. FINAL GRADING AND SHAPING
FOURTEEN (14) CALENDAR DAYS AFTER STRIPPING AND GRADING ACTIVITIES HAVE CEASED IN THE AREA. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE CONTINUED
IS NOT USUALLY NECESSARY FOR TEMPORARY SEEDING.
STABILIZATION. (REQUIREMENT MAY BE REDUCED TO SEVEN (7) DAYS FOR SENSITIVE AREAS.)
iik SCHEDULE REQUIRED SOIL TESTS TO DETERMINE SOIL AMENDMENT COMPOSITION AND APPLICATION
8. PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE CONTRACTOR SHALL STABILIZE AND HAVE ESTABLISHED PERMANENT STABILIZATION FOR ALL CONTRIBUTORY DISTURBED AREAS
RATES FOR SITES HAVING DISTURBED AREA OVER 5 ACRES.
USING SOD OR AN APPROVED PERMANENT SEED MIXTURE WITH REQUIRED SOIL AMENDMENTS AND AN APPROVED ANCHORED MULCH. WOOD FIBER MULCH MAY ONLY BE USED IN SEEDING
SEASON WHERE THE SLOPE DOES NOT EXCEED 10% AND GRADING HAS BEEN DONE TO PROMOTE SHEET FLOW DRAINAGE. AREAS BROUGHT TO FINISHED GRADE DURING THE SEEDING
B. SOIL AMENDMENTS (FERTILIZER AND LIME SPECIFICATIONS)
SEASON SHALL BE PERMANENTLY STABILIZED AS SOON AS POSSIBLE, BUT NOT LATER THAN FOURTEEN (14) CALENDAR DAYS AFTER ESTABLISHMENT. WHEN PROPERTY IS BROUGHT TO
FINISHED GRADE DURING THE MONTHS OF NOVEMBER THROUGH FEBRUARY, AND PERMANENT STABILIZATION IS FOUND TO BE IMPRACTICAL, TEMPORARY SEED AND ANCHORED STRAW MULCH
SOIL TESTS MUST BE PERFORMED TO DETERMINE THE EXACT RATIOS AND APPLICATION RATES FOR
SHALL BE APPLIED TO DISTURBED AREAS. THE FINAL PERMANENT STABILIZATION OF SUCH PROPERTY SHALL BE APPLIED BY MARCH 15 OR EARLIER IF GROUND AND WEATHER CONDITIONS L
BOTH LIME AND FERTILIZER ON SITES HAVING DISTURBED AREAS OVER 5 ACRES. SOIL ANALYSIS MAY
ALLOW.
BE PERFORMED BY THE UNIVERSITY OF MARYLAND OR A RECOGNIZED COMMERCIAL LABORATORY.
SOIL SAMPLES TAKEN FOR ENGINEERING PURPOSES MAY ALSO BE USED FOR CHEMICAL ANALYSIS.
9. THE SITE’S APPROVAL LETTER, APPROVED EROSION AND SEDIMENT CONTROL PLANS, DAILY LOG BOOKS, AND TEST REPORTS SHALL BE AVAILABLE AT THE SITE FOR INSPECTION BY DULY
AUTHORIZED OFFICIALS OF WMA AND THE AGENCY RESPONSIBLE FOR PROJECT.
iL FERTILIZERS SHALL BE UNIFORM IN COMPOSITION, FREE FLOWING, AND SUITABLE FOR ACCURATE
APPLICATION BY APPROVED EQUIPMENT. MANURE MAY BE SUBSTITUTED FOR FERTILIZER WITH PRIOR
10. SURFACE DRAINAGE FLOWS OVER UNSTABILIZED CUT AND FILL SLOPES SHALL BE CONTROLLED BY EITHER PREVENTING DRAINAGE FLOWS FROM TRAVERSING THE SLOPES OR BY INSTALLING
APPROVAL
FROM THE APPROPRIATE APPROVAL AUTHORITY. FERTILIZERS SHALL BE DELIVERED TO THE
PROTECTIVE DEVICES TO LOWER THE WATER DOWNSLOPE WITHOUT CAUSING EROSION. DIKES SHALL BE INSTALLED AND MAINTAINED AT THE TOP OF A CUT OR FILL SLOPE UNTIL THE SLOPE
SITE, FULLY LABELED ACCORDING TO APPLICABLE STATE FERTILIZER LAWS AND SHALL BEAR THE
AND DRAINAGE AREA TO IT ARE FULLY STABILIZED, AT WHICH TIME THEY MUST BE REMOVED AND FINAL GRADING DONE TO PROMOTE SHEET FLOW DRAINAGE. PROTECTIVE METHODS MUST
NAME, TRADE NAME OR TRADEMARK, AND WARRANTY OF THE PRODUCER.
BE PROVIDED AT POINTS OF CONCENTRATED FLOW WHERE EROSION IS LIKELY TO OCCUR.
11. PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW SHALL BE STABILIZED WITH SOD OR SEED WITH AN APPROVED EROSION CONTROL MATTING, RIP-RAP, OR BY
OTHER APPROVED STABILIZATION MEASURES.
BY
9SX CD SET
ISSUED FOR CONSTRUCTION
THE CONTRACTOR MUST PROVIDE CLEAN WATER, FREE FROM SALT, OIL AND OTHER DELETERIOUS MATERIAL TO BE USED FOR ON-SITE DUST CONTROL.
4.
3. THE CONTRACTOR SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL MEASURES PER THE APPROVED PLAN AND CONSTRUCTION SEQUENCE AND SHALL HAVE THEM INSPECTED AND
APPROVED BY THE AGENCY INSPECTOR OR WMA INSPECTOR PRIOR TO BEGINNING ANY OTHER LAND DISTURBANCES. MINOR SEDIMENT CONTROL DEVICE LOCATION ADJUSTMENTS MAY BE 6.
MADE IN THE FIELD WITH THE APPROVAL OF THE WMA INSPECTOR. THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF FROM DISTURBED AREAS IS DIRECTED TO THE SEDIMENT CONTROL A.
DEVICES AND SHALL NOT REMOVE ANY EROSION OR SEDIMENT CONTROL MEASURE WITHOUT PRIOR PERMISSION FROM WMA INSPECTOR AND AGENCY INSPECTOR. THE CONTRACTOR MUST B.
OBTAIN PRIOR AGENCY AND WMA APPROVAL FOR CHANGES TO THE SEDIMENT CONTROL PLAN AND / OR SEQUENCE OF CONSTRUCTION.
C.
4. THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO PUBLIC ROADS. ALL MATERIALS DEPOSITED
ONTO PUBLIC ROADS SHALL BE REMOVED IMMEDIATELY.
DESCRTHON
am
PROJECT LEADER
am
drawn by
02/01/10
am
SB134109CQ0026/69331
PROJECT/W.O.
SH.NO.
DESIGN PROJ. U
OF
DWG. C-403
REVISION
BIORETENTION CONSTRUCTION SPECIFICATIONS
MATERIAL
PLANTING SOIL
(2.5’ TO 4’ DEEP)
SIZE
SPECIFICATION/ TEST METHOD
SAND
30-60%
30-55%
10-25%
SILT
CLAY
MULCH
USDA SOIL TYPES LOAMY SAND, SANDY LOAM OR LOAM
N/A
TYPE OF FACILITY:
SHREDDED HARDWOOD
PEA GRAVEL
DIAPHRAGM AND
CURTAIN DRAIN
PEA GRAVEL: ASTM D-448
ORNAMENTAL STONE: WASHED
COBBLES
CLEAN AASHTO—M—6 OR
ASTM-C-33 CONCRETE
SAND
SAND
UNDERDRAIN GRAVEL
AASHTO—M—43
UNDERDRAIN PIPING
GEOTEXTILE FABRIC
POURED IN
PLACE
CONCRETE (IF
REQUIRED)
F758, TYPE PS 28
OR AASHTO—M—278
AGED 6 MONTHS, MINIMUM
PEA GRAVEL: NO. 6
STONE: 2” TO 5”
SAND SUBSTITUTIONS SUCH AS DIABASE AND GRAYSTONE #10 ARE
NOT ACCEPTABLE. NO CALCIUM CARBONATED OR DOLOMITIC SAND
SUBSTITUTIONS ARE ACCEPTABLE. NO ”ROCK DUST” CAN BE USED
FOR SAND.
0.02” to 0.04’
UNDERDRAIN GRAVEL SHALL BE CLEAN WASHED.
0.25” TO 0.75’
6” RIGID
SCHEDULE 40 PVC
OR SDR35
CLASS ”C”, APPARENT OPENING
SIZE (ASTM D—4751), GRAB
TENSILE STRENGTH (ASTM
D—4632), PUNCTURE RESISTANCE
(ASTM D-4833)
N/A
MSHA MIX NO. 3, F’c=3500 PSI AT
28 DAYS, NORMAL WEIGHT, AIR
ENTRAINED, REINFORCING TO MEET
ASTM 615-60
N/A
3/8” PERF. © 6” ON CENTER, 4 HOLES PER ROW; MINIMUM OF 3'
OF GRAVEL OVER PIPES; NOT NECESSARY UNDERNEATH PIPES.
AS-BUILT CERTIFICATION REQUIREMENTS:
AB-BUILT DATA FOR FILTERS
♦ TO BE COMPLETED BY THE CERTIFYING ENGINEER
NOTES
BIORETENTION
DESIGN
FILTER BED AREA (LxW)/ SURFACE AREA (SF)
327 SF
FILTER BED WATER SURFACE ELEVATION
274.43
FILTER INLET PIPE SIZE / ELEVATION
8”/ 275.00
OUTLET PIPE (UNDERDRAIN) SIZE / ELEVATION
6”/ 270.50
BlPRETENTION VOLUME
325 CF
MULCH THICKNESS
3
PLANTING MEDIA THICKNESS
30
PEA GRAVEL THICKNESS
3”
UNDERDRAIN GRAVEL THICKNESS
8
GRAVEL THICKNESS BELOW UNDERDRAIN
6
ONCE CONSTRUCTION IS COMPLETE, AS-BUILT PLAN CERTIFICATION
SHALL BE SUBMITTED TO THE ADMINISTRATION BY EITHER A
PROFESSIONAL ENGINEER OR PROFESSIONAL LAND SURVEYOR
LICENSED IN THE STATE OF MARYLAND TO ENSURE THAT
CONSTRUCTED STORMWATER MANAGEMENT PRACTICES AND
CONVEYANCE SYSTEMS COMPLY WITH THE SPECIFICATIONS
CONTAINED IN THE APPROVED PLANS. AT A MINIMUM, AS-BUILT
CERTIFICATION SHALL INCLUDE A SET OF DRAWINGS COMPARING THE
APPROVED STORMWATER MANAGEMENT PLAN WITH WHAT WAS
CONSTRUCTED. THE ADMINISTRATION MAY REQUIRE ADDITIONAL
INFORMATION.
*AS-BUILT
AT A MINIMUM, REGULAR INSPECTIONS SHALL BE MADE AND
DOCUMENTED AT THE FOLLOWING SPECIFIED STAGES OF
CONSTRUCTION:
»
DATE
9SX CD SET
01/29/10
100X CD SET
02/24/10
ISSUED FOR CONSTRUCTION
03/31/10
PROFESSIONAL CERTIFICATION
*1 HEREBY CERTIFY THAT THESE DOCUMENTS WERE
PREPARED OR APPROVED BY ME, AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MARYLAND,
LICENSE NO. 12564, EXPIRATION DATE 08/10/2011."
(A) DURING EXCAVATION TO SUBGRADE;
(B) DURING PLACEMENT AND BACKFILL OF UNDERDRAIN SYSTEMS;
(C) DURING PLACEMENT OF GEOTEXTILES AND ALL FILTER MEDIA;
(D) DURING CONSTRUCTION OF APPURTENANT CONVEYANCE
SYSTEMS SUCH AS FLOW DIVERSION STRUCTURES, PRE-FILTERS
AND FILTERS, INLETS, OUTLETS, ORIFICES, AND FLOW DISTRIBUTION
STRUCTURES; AND
(E) UPON COMPLETION OF FINAL GRADING AND ESTABLISHMENT OF
PERMANENT STABILIZATION.
PROVIDE COMPOSITION CERTIFICATION OF FILTER MEDIA
VERIFY PLANTING (SPECIES. NUMBER AND HEALTH)
VERIFY PLANTING (SPECIES. NUMBER AND HEALTH)
28-DAY
ON-SITE TESTING OF POURED IN PLACE CONCRETE REQUIRED.
AND STRENGTH AND SLUMP TEST; ALL CONCRETE DESIGN (CAST-IN-PLACE
OR PRECAST) NOT USING PREVIOUSLY APPROVED STATE OR LOCAL
STANDARDS REQUIRES DESIGN DRAWINGS SEALED AND APPROVED BY A
PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE OF
MARYLAND - DESIGN TO INCLUDE MEETING ACI CODE 350.R/89; VERTICAL
LOADING [H—10 OR H-20]; ALLOWABLE HORIZONTAL LOADING (BASED ON
SOIL PRESSURES); AND ANALYSIS OF POTENTIAL CRACKING.
BY
FILTERING SYSTEMS:
VERIFY GEOTEXTILE FABRIC INSTALLATION (SIDES ONLY’)
FOR USE AS NECESSARY BENEATH UNDERDRAINS ONLY.
DESCRTHON
DATE AS-BUILT ACCEPTED BY MDE:
SPECIFICATIONS FOR BIORETENTION
MAINTENANCE SCHEDULE FOR BIORETENTION
DESCRIPTION
METHOD
FREQUENCY
TIME OF YEAR
SOIL
INSPECT AND REPAIR
EROSION
VISUAL
MONTHLY
MONTHLY
ORGANIC LAYER
BY HAND
REMOVE PREVIOUS MULCH BY HAND
LAYER BEFORE APPLYING
NEW LAYER (OPTIONAL)
WHENEVER NEEDED WHENEVER NEEDED
ONCE EVERY TWO TO SPRING
THREE YEARS
ANY ADDITIONAL MULCH
ADDED (OPTIONAL)
ONCE A YEAR
REMULCH ANY VOID AREAS
BY HAND
SPRING
PLANTS
REMOVAL AND REPLACEMENT
OF ALL DEAD AND DISEASED
VEGETATION CONSIDERED
BEYOND TREATMENT
SEE PLANTING SPECIFICATIONS
TWICE A YEAR
TREAT ALL DISEASED TREES
AND SHRUBS
MECHANICAL OR BY HAND
N/A
VARIES, DEPENDS ON INSECT
OR DISEASE INFESTATION
WATERING OF PLANT
MATERIAL SHALL TAKE PLACE
AT THE END OF EACH DAY
FOR FOURTEEN CONSECUTIVE
DAYS AFTER PLANTING HAS
BEEN COMPLETED
BY HAND
IMMEDIATELY AFTER
PROJECT COMPLETION
N/A
WATERING OF PLANT
MATERIAL SHALL TAKE PLACE
AT THE END OF EACH DAY
FOR FOURTEEN CONSECUTIVE
DAYS AFTER PLANTING HAS
BEEN COMPLETED
BY HAND
IMMEDIATELY AFTER
PROJECT COMPLETION
N/A
REPLACE STAKES AFTER ONE
YEAR
BY HAND
REPLACE ANY DEFICIENT
STAKES OR WIRES
BY HAND
ONCE A YEAR
N/A
3/15 TO 4/30 AND 10/1 TO 11/30
ONLY REMOVE STAKES IN
THE SPRING
WHENEVER NEEDED
1. MATERIAL SPECIFICATIONS
THE ALLOWABLE MATERIALS TO BE USED IN BIORETENTION AREA ARE DETAILED IN TABLE B.3.2 OF THE 2000 THE TOPSOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLY NUTRIENTS FROM
MARYLAND STORMWATER DESIGN MANUAL
NATURAL CYCLING. THE PRIMARY FUNCTION OF THE BIORETENTION STRUCTURE IS TO IMPROVE WATER QUALITY.
ADDING FERTILIZERS DEFEATS, OR AT A MINIMUM, IMPEDES THIS GOAL. ONLY ADD FERTILIZER IF WOOD CHIPS
2. PLANTING SOIL
OR MULCH ARE USED TO AMEND THE SOIL. ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1000
THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER
SQUARE FEET.
THAN TWO INCHES. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE
6. UNDERDRAINS
BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING
OR MAINTENANCE OPERATIONS. THE PLANTING SOIL SHALL BE FREE OF BERMUDA GRASS, QUACKGRASS,
UNDERDRAINS ARE TO BE PLACED ON A 3-0” WIDE SECTION OF FILTER CLOTH. PIPE IS PLACED NEXT,
JOHNSON GRASS, OR OTHER NOXIOUS WEEDS AS SPECIFIED UNDER COMAR 15.08.01.05.
FOLLOWED BY THE GRAVEL BEDDING. THE ENDS OF UNDERDRAIN PIPES NOT TERMINATING IN AN OBSERVATION
WELL SHALL BE CAPPED. THE MAIN COLLECTOR PIPE FOR UNDERDRAIN SYSTEMS SHALL BE CONSTRUCTED AT
THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA:
A MINIMUM SLOPE OF 0.5%. OBSERVATION WELLS AND/OR CLEAN-OUT PIPES MUST BE PROVIDED (ONE
PH RANGE 5.2 - 7.0
MINIMUM PER EVERY 1000 SQUARE FEET OF SURFACE AREA).
ORGANIC MATTER 1.5-4% (BY WEIGHT)
MAGNESIUM 35 LB./AC
7. MISCELLANEOUS
THE BIORETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN
PHOSPHORUS (PHOSPHATE - P205) 75 LB./AC
STABILIZED.
POTASSIUM (POTASH - K20) 85 LB./AC
SOLUBLE SALTS NOT TO EXCEED 500 PPM
ALL BIORETENTION AREAS SHALL HAVE A MINIMUM OF ONE TEST. EACH TEST SHALL CONSIST OF BOTH THE
STANDARD SOIL TEST FOR PH, PHOSPHORUS, AND POTASSIUM AND ADDITIONAL TESTS OF ORGANIC MATTER,
AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED TOPSOIL. IF TOPSOIL IS
IMPORTED, THEN A TEXTURE ANALYSIS SHALL BE PERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS
EXCAVATED.
SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING RESULTS SHALL
COME FROM THE SAME TESTING FACILITY.
SHOULD THE PH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR
(LOWER) WITH IRON SULFATE PLUS SULFUR.
3. COMPACTION
IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIORETENTION AREA AND THE
REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE ORIGINAL SOIL. IF BIORETENTION
APPENDIX B.3. CONSTRUCTION SPECIFICATIONS FOR SAND FILTERS, BIORETENTION AND OPEN CHANNELS AREAS
ARE EXCAVATED USING A LOADER, THE CONTRACTOR SHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT,
OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES,
RUBBER TIRES WITH LARGE LUGS, OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING
IN REDUCED INFILTRATION RATES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTE TO
DESIGN FAILURE.
COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIORETENTION FACILITY BY USING A PRIMARY TILLING
OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLING OPERATIONS ARE TO
REFRACTURE THE SOIL PROFILE THROUGH THE 12 INCH COMPACTION ZONE. SUBSTITUTE METHODS MUST BE
APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLY DO NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS
OF COMPACTION FROM HEAVY EQUIPMENT.
ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE BIORETENTION FACILITY BEFORE BACKFILLING THE
REQUIRED SAND LAYER. PUMP ANY PONDED WATER BEFORE PREPARING (ROTOTILLING) BASE.
WHEN BACKFILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OF TOPSOIL OVER THE
SAND, THEN ROTOTILL THE SAND/TOPSOIL TO CREATE A GRADATION ZONE. BACKFILL THE REMAINDER OF THE
TOPSOIL TO FINAL GRADE.
WHEN BACKFILLING THE BIORETENTION FACILITY, PLACE SOIL IN LIFTS 12" TO 18”. DO NOT USE HEAVY
EQUIPMENT WITHIN THE BIORETENTION BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF
THE BASIN TO SUPPLY SOILS AND SAND. GRADE BIORETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH AS A
COMPACT LOADER OR A DOZER/LOADER WITH MARSH TRACKS.
4. PLANT MATERIAL
RECOMMENDED PLANT MATERIAL FOR BIORETENTION AREAS CAN BE FOUND IN APPENDIX A, SECTION A.2.3.
5. PLANT INSTALLATION
MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2” TO 3”. SHREDDED HARDWOOD MULCH IS THE
ONLY ACCEPTED MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TO THE PERIMETER OF THE
BIORETENTION AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE. SHREDDED MULCH MUST BE WELL
AGED (6 TO 12 MONTHS) FOR ACCEPTANCE.
ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND ON-SITE STORAGE.
THE PLANT ROOT BALL SHOULD BE PLANTED SO 1/8TH OF THE BALL IS ABOVE FINAL GRADE SURFACE. THE
DIAMETER OF THE PLANTING PIT SHALL BE AT LEAST SIX INCHES LARGER THAN THE DIAMETER OF THE
PLANTING BALL. SET AND MAINTAIN THE PLANT STRAIGHT DURING THE ENTIRE PLANTING PROCESS.
THOROUGHLY WATER GROUND BED COVER AFTER INSTALLATION.
TREES SHALL BE BRACED USING 2” BY 2” STAKES ONLY AS NECESSARY AND FOR THE FIRST GROWING
SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL APPENDIX B.3.
CONSTRUCTION SPECIFICATIONS FOR SAND FILTERS, BIORETENTION AND OPEN CHANNELS GRASSES AND
LEGUME SEED SHOULD BE DRILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONE INCH. GRASS AND LEGUME
PLUGS SHALL BE PLANTED FOLLOWING THE NON-GRASS GROUND COVER PLANTING SPECIFICATIONS.
AS BUILT CERTIFICATION
I HEREBY CERTIFY THAT THE STORMWATER MANAGEMENT FACILITY
SHOWN ON THE PLANS HAS (HAVE) BEEN CONSTRUCTED IN
ACCORDANCE WITH THE PLANS APPROVED BY THE MARYLAND
DEPARTMENT OF THE ENVIRONMENT, EXCEPT AS NOTED IN RED ON
THE ”AS BUILT” DRAWINGS.
SIGNATURE
NAME
MARYLAND REGISTRATION
NUMBER
MDE #--------- SF---MDE No.
KEAST &HOOD CO.
DATE
Structural Engineers
1850 M Street NW Washington, DC 20036
(202) 223-1941 Fax (202) 223-1942
BIORETENTION
FACILITY IDENTIFICATION
(NUMBER AND/OR TYPE)
>MT
>9
CERTIFY” MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION BASED
ON SUFFICIENT AND APPROPRIATE ONSITE INSPECTIONS AND MATERIAL
TESTS CONDUCTED DURING CONSTRUCTION.
A. Morton Thomas and Associates. Inc.
Consulting Engineers
DESIGN CERTIFICATION
12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMTieAMTENGINEERING.COM
I HEREBY CERTIFY THAT THIS PLAN BEEN DESIGNED IN
ACCORDANCE WITH THE 1994 STANDARDS AND SPECIFICATION FOR
SOIL EROSION AND SEDIMENT CONTROL. THE 2000 MARYLAND
STORMWATER DESIGN MANUAL VOLUMES I & II AND THE MARYLAND
DEPARTMENT OF THE ENVIRONMENT STORMWATER MANAGEMENT
REGULATIONS.
NIST
FOR OFFICIAL USE ONLY
SIGNATURE
NAME
U.S. DEPARTMENT OF COMMERCE
MARYLAND REGISTRATION NUMBER
P.E., R.L.S. OR R.L.A. (CIRCLE)
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
PLANT DIVISION
DATE
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED. THIS PLAN IS FOR EROSION 8c SEDIMENT CONTROL PURPOSES ONLY.
MDE # 10-SF-0096
KS/DN
APPROVED BY
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CONT
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RH
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12750 TWINBR00K PARKWAY ROCKVILLE, MD 20652
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Andropogon gerardii
Butterfly Milkweed
Asclepias tuberosa
Purple Coneflower
Echinacea purpurea
Blazing Star
Liatris spicata
Switchgrass
Panicum virgatum
Black-Eyed Susan
Rudbeckia hirta
Little Bluestem
Schizachyrium scoparium
Indian Grass
Sorghastrum nutans
TOTAL TO BE PLANTED AT 25 LBS/PLS** PER ACRE
C0NCRETE CURB
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* Overseed entire area with 10 LBS per acre of Lolium multiflorum Annual Ryegrass in
addtion to those species listed above
PLS = Pure Live Seed
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Oxeye Sunflower
Blue Flag Iris
Wild Blue Lupine
Wild Bergamot
Spotted Beebalm
Wild Quinine
Black-Eyed Susan
Little Bluestem
Tomahawk Indian Grass
Coreopsis lanceolata
Heliopsis helianthoides
Iris versicolor
Lupinus perennis
Monarda fistulosa
Monarda punctata
Parthenium integrifolium
Rudbeckia hirta
Schizachyrium scoparium
Sorghastrum nutans
TOTAL
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"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE
PREPARED OR APPROVED BY ME, AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MARYLAND,
LICENSE NO. 12564, EXPIRATION DATE 08/10/2011."
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03/31/10
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452.82
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PLANTING BED EDGE
SHRUBS
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ISSUED FOR CONSTRUCTION
04
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PROPOSED WATER
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02/24/10
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PROPOSED GEOTHERMAL
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01/29/10
CONCRETE CURB
PROPOSED CONTOUR MINOR
UG D/FA/T
453.59
DATE
9SX CD SET
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BY
S.H. & E. DIV.
Mm
FACIUTCES ENGR. OFF.
JM
PROJECT LEADER
Mm
drawn by
02/01/10
Mm
SB134109CQ0026/69331
PRQJECT/V.O.
SH.N0.
DESIGN PROJ. *
OF
DWG. C-501
REVISION
Channel Installation
Instructions
Step 1 - Site Preparation
Prepare site to design profile and
grade. Remove debris, rocks, clods,
etc.. Ground surface should be
smooth prior to installation to ensure
blanket remains in contact iuith slope.
©©
©
PLANT CENTER
A
f- ©
© /©^
D
©
D
i
+)
TRIANGULAR PLANT SPACING
ALL EQUAL OR AS SHOWN ON
PLANTING PLAN
Jf—D—Jr
PLANT SPACING (NTS)
SPACING "D1
ROW "A1
8" O.C.
12" O.C.
18" O.C.
20" O.C.
24" O.C.
36" O.C.
6.93’
26
10.4'
11.5
5.12
THIN DECIDUOUS SHRUBS OF ALL
MAJOR DEAD WOOD AND ANY
EXCESSIVE SUCKER GROWTH
PLANTS PER 10 SQ. FT.
15.6'
17.3'
NOTE:
QUANTITY OF PERENNIALS AND SPACING
AS NOTED IN PLANT SCHEDULE
2.9
1.28
20.8’
30.0'
3" DOUBLE SHREDDED HARDWOOD
MULCH ON ENTIRE PLANTING PIT
MAKING SURE TO KEEP MULCH 3"
AWAY FROM TRUNK
SEE PLANT SCHEDULE
FOR SPACING
3" OF COMPOST ON
ENTIRE PLANTING AREA
UNLESS OTHERWISE
SPECIFIED KEEP
COMPOST AWAY FROM
THE BASE OF PLANT
\
T-f
GROUP PLANTING
SET PLANT AT DEPTH
GROWN IN NURSERY
=
==Tfc
m
, EXCAVATE HOLE ,
1 ~y2 TIMES THE WIDTH
OF THE ROOT MASS.
BACKFILL & TAMP
WITH THE AMENDED
PLANTING SOIL FROM
THE PREPARED BED
EXCAVATE HOLE 2 TIMES THE
DIAMETER OF THE ROOT MASS
I
LIGHTLY SCORE ROOT BALL WITH UTILITY
KNIFE. TYP. 4 PLACES AND BOTTOM
1.
I
2.25"0 X 4.5" DEPTH
TUBELING
Step 5 - Secure Body of Blanket
Roll blanket down slope from anchor
trench. Staple body of blanket
following the pattern shown in Figure
D. Leave end of blanket unstapled
to allow for overlap shown in Figure
B. Flace downstream blanket
underneath upstream blanket to from
shingle pattern. Staple seam as
shown in Figure E. Secure
downstream blanket with stapling
pattern shown in Figure u. Stapling
pattern shown in Figure u reflects
minimum staples to be used. More
staples may be required to ensure
blanket is sufficiently secured to
resist mowers and foot traffic and
to ensure blanket is in contact with
soil surface over the entire area of
blanket. Further, critical points
require additional staples. Critical
points are identified in Figure C.
BACKFILL WITH SOIL OR AS SPECIFIED.
TAMP TO FILL ALL VOIDS AND POCKETS
NOTE:
REMOVE ALL NON-ORGANIC MATERIAL
FROM THE SOIL PIT AND HAND TAMP
LOOSE SOIL AT BOTTOM OF THE PIT
2. PLANT EVERGREEN AND DECIDUOUS
SHRUBS USING THE SAME METHOD
p
it
V
W
ll
LIGHTLY LOOSEN OR PULL APART
THE EXTERIOR ROOTS
HERBACEOUS PLANT
HERBACEOUS TUBELING/ PLUG PLANTING DETAIL
CONTAINERIZED SHRUB PLANTING
NOT TO SCALE
NOT TO SCALE
32 9301-01
DETAIL-FILE
Step e> - Continue Along
Slope - Complete Installation
THIS PLAN IS FOR PLANTING PURPOSES ONLY, AND ANY OTHER INFORMATION SHOWN IS FOR
REFERENCE ONLY. SEE SITE PLAN FOR INFORMATION ABOUT ALL LAYOUT, GRADING AND OTHER SITE
PREVAILING WINDS
IMPROVEMENTS.
2.
•v
“V
** %
'
%
%
-
<•
Blanket
z.
X
t
<■*
'^/"
Figure
01/29/10
100% CD SET
02/24/10
ISSUED FOR CONSTRUCTION
>■
<
X
X
X
>----L
03/31/10
<
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X
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X
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X
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X
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Figure D - Plan View
8.0’
•*•••*
PROFESSIONAL CERTIFICATION
”l HEREBY CERTIFY THAT THESE DOCUMENTS WERE
PREPARED OR APPROVED BY ME, AND THAT I AM A
DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MARYLAND,
LICENSE NO. 12564, EXPIRATION DATE 08/10/2011."
X — Denotes Staple Location
Blanket 3
v.
9SX CD SET
r
A
/*—=
X
DATE
<xxxxxxx>
Ground
Surface
1.0’ I 1.0’ I 1.0’ I 1.0' I 1.0’ I 1.0' I 1.0’ I 1.0’
X - Denotes Staple Location
Flow
Flow
Blanket 2
4.0’
►
3.0•
< X X X >
3.0'
Blanket 1
Blanket 2
Blanket 3
|
I l~ 1
Figure C- Cross Section View
Figure B - Profile View
Froduct Application/Equivalency Specifications
6.0"
v
Excelsior mat consists of a rapid degradable Rolled Erosion Control Froduct
(RECFJ comprised of an excelsior matrix mechanically (stitch) bound to a
single, rapid photodegradabie synthetic net (topj. The expected longevity of
the mat shall be approximately 45 - 40 days (actual longevity dependent on
field and climatic conditions). The mat shall be manufactured to include
physical properties sufficient to provide the intended longevity and
performance to include:
Figure
E
Figure F - Profile
View
Crest of Slope
Verified Values:
1. Tensile strength:
5.0 md, 4.0 td lbs/in
2. Elongation:
20 md, 25 td percent
3. Hass per unit area: 11.5 oz/sq. yd
4. Light penetration:
50 percent open
5. Fiater absorption:
375 percent
NETTING:
1. Top net:
2. Top net opening:
1.0’ I 1.0’ I 1.0’ ' 1.0’
x
*Approximately 300 Staples per Roll (8' or
4' width) Required - Drawings Not to Scale
8' Wide Blanket Shown I 6.0"
|
6.0*
Ground
Surface
Ground
Surface
Figure E - Plan
View
Crest of Sk
roe of Slope
Synthetic rapid photo-degradable
1.00 in x 0.75 in nominal
GENERAL
1. Consist of machine produced, weed and debris free excelsior bound to
a single, synthetic, rapidly degrading photo-degradable net.
2. Sufficient tensile strength, thickness and coverage to maintain Integrity
during installation and ensure materia! performance.
3. Meet ECTC specification for category 1C products.
Overlap adjacent blankets as shown
in Figure C and repeat Step 5.
Secure toe of slope using stapling
pattern shown in Figure E. Secure
edges of installation by stapling at
1.0' intervals along the terminal edge.
GENERAL PLANTING NOTES:
1.
■v
X
1.0
BY
1.5’
' " -//
•v
%
<
Figure A
Excavate a trench along the top of
the channel side slopes and the
upstream terminal end of the channel
to secure the edges of the blanket.
The trench should run along the
length and width of the installation,
be E" wide and a" deep. Staple
blanket along bottom of trench, fill
with compacted soil, overlap blanket
towards toe of slope and secure
with row of staples (shown in Figures
A, E and F).
REMOVE SHRUB FROM CONTAINER
WITHOUT DISTURBING THE ROOT MASS
AMENDED PLANTING
SOIL DEPTH -1
AS REQUIRED
DECONSOLIDATE
EXISTING SOIL
Step 4 - Excavate Anchor
Trench and Secure Blanket
CREATE SAUCER WITH TOPSOIL 3" MIN.
HERBACEOUS PLANT SEE
CLOSE UP VIEW
^ *v Blanket
< X >
1.5
/* " Jt7/
Figure C
•v
Step 3 - Staple Selection
At a minimum, 6>“ long by 1" crown,
biodegradable staples are to be used
to secure the blanket to the ground
surface. Installation in rocky, sandy
or other loose soil may require
longer staples.
GROUNDLINE SAME AS NURSERY
2.42
Figure
-------- 4.0’-----------
- 2.0’ 4-2.0’ -
< X X X >■
Figure
B/
Figure E y
V
Step 2 - Seeding
Seeding of site should be conducted
to design requirements or to foiiouj
local or state seeding requirements
as necessary.
A
^© © © ©
^Figure F
8.0'
- 2.0’ 4- 2.0’ 4- 2.0’ 4- 2.0' -
DESCRTHON
CALL MISS UTILITY AT 811 OR 1-800-257-7777 TO MARK UTILITIES AT LEAST 48 HOURS BEFORE
Figure G - Critical Points
DIGGING.
3.
All materials and planting procedures except as otherwise noted shall conform to the latest edition
TREE STAKES AND
STRAPS, TYP. 2 PLACES
of ’’LANDSCAPE SPECIFICATION GUIDELINES” by the Landscape Contractors Association MD-DC-VA.
4.
PLAN VIEW
1. USE NYLON, POLYPROPYLENE,
OR SIMILAR %" - 1" WIDE WOVEN
CLOTH TREE STRAPS OR
APPROVED EQUAL
2. DO NOT USE HOSE AND WIRE
GUYS
3. "FIGURE-8" STRAP AROUND
LEADER ALLOWING FOR Vi' - 1"
TRUNK MOVEMENT
4. REMOVE ALL STAKES AND
GUYS AFTER ONE YEAR UNLESS
OTHERWISE DIRECTED BY
LANDSCAPE ARCHITECT
Plants shall conform to the current edition of the American Standard for Nursery Stock. (ANSI
z60.1)
5.
ONLY PRUNE AS
SPECIFIED OR DIRECTED
BY LANDSCAPE
ARCHITECT OR OWNER
Plant names shall be those given in the latest edition of Standard Plant Names. American
Committee on Horticultural Nomenclature.
6.
Topsoil shall meet specifications as per the 1994 MD Standards and Specifications for Soil Erosion
and Sediment Control.
7.
FOR ALL TREES GREATER
THAN 2" CAL., STAKE A
MIN. OF 18" INTO
UNDISTURBED SOIL @
EDGE OF PLANTING PIT
The Contractor shall submit representative soil samples from both in-situ soils and soils brought in
from off-site to a state licensed testing laboratory. The Contractor shall incorporate or apply soil
amendments and fertilization based upon results of the soil tests and recommendations by the test
EXCELSIOR MAT FOR NATIVE SEEDING AREAS
4
^ J NOT TO SCALE
DETAIL-FILE
20’ 10’ 0’
KEAST &.HOOD CO.
WATER PLANT WHEN
THE SOIL PIT IS V2
BACKFILLED
The Contractor shall apply grass according to the 1994 MD Standard and Specifications for Soil
Erosion and Sediment Control. Do not use Kentucky 31 tall fescue.
9.
Architect or Owner’s representative before digging. It is the Contractor’s responsibility to locate and
3" HARDWOOD MULCH ON
ENTIRE PLANTING PIT EXCEPT
KEEP MULCH 3" AWAY FROM
TRUNK
coordinate plantings with all existing utilities. If discrepancies occur because of utility locations or
3"-4" HIGH SAUCER @
EDGE OF PLANTING PIT
other existing conditions the Contractor shall notify the Landscape Architect and Owner’s
representative immediately to coordinate any necessary adjustments.
SLOPE SIDES OF
PLANTING PIT AND
SCARIFY THE SIDES
10. All plant material shall be labeled by the nursery and delivered with labels in place for inspection.
Substitutions in plant species or size will not be permitted except with the approval of the
Landscape Architect and Owner. Do not prune until plant material has been planted but as soon
UNDISTURBED PIT FLOOR
WITH A 3% CROWN
thereafter as is advisable under standard horticultural practices. For tree pruning and care methods
please refer to ANSI A-300, latest edition.
Structural Engineers
1850 M Street NW Washington, DC 20036
(202) 223-1941 Fax (202) 223-1942
SET EXPOSED ROOT FLARE 1" 3" ABOVE FINISHED GRADE
BACKFILL WITH
AMENDED EXCAVATED
SOIL AS SPECIFIED
The Contractor shall stake out all planting beds and tree locations for approval by the Landscape
>MT
mm
A. Morton Thomas and Associates. Inc.
Consulting Engineers
ii^m^Trem=m=Tn=n
2X BALL DIA., MIN.
11. It is of utmost importance that all plant material be set slightly higher in relation to grade than it
was grown in the nursery and with good earth to root contact. Any materials or work may be
rejected by the Landscape Architect if it does not meet this or any other requirement of the
specifications. Rejected materials shall be removed from the site by the Contractor at Contractor’s
12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMT19AMTEN6INEERING.COM
REMOVE BURLAP, TWINE AND
WIRE BASKET FROM AT LEAST
THE TOP Yi OF ROOT BALL;
REMOVE ALL SYNTHETIC TWINE
AND SYNTHETIC BURLAP
NIST
expense.
12. The Contractor shall mulch and water all plants well on the day they are planted. Individual
planting shall be
mulched.
Acceptable mulch shall be hardwood only. Mulch must be wellaged,
uniform in color,
and free
of foreign material including plant material. Well aged mulch is
defined as mulch that has been stockpiled or
Contractor shall apply the
FOR OFFICIAL USE ONLY
STANDARD DECIDUOUS TREE PLANTING
stored for at least twelve (12) months.The
mulch uniformly to a 2 to 3 inch depth. Bark shall be kept 3 to
NOT TO SCALE
4
U.S. DEPARTMENT OF COMMERCE
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
32 9343-15
PLANT DIVISION
inches away from all trunks and woody stems.
13. In case of discrepancies between quantities on the plant list and the plan, the plan shall govern.
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
14. Seed or sod bare areas as directed by Owner for all disturbed areas to be stabilized that are not
landscaped or covered.
PLANTING PLAN NOTES k DETAILS
KS/DN
APPROVED BY
40’
1”=20’
lab.
8.
20’
J2AXEL
sponsor
Mm
MAINTENANCE ENG. OFF.
n
FIRE PROTECTION SVS.
S.H. & E. DIV.
Mm
FACILITIES ENGR. OFF.
Mm
PROJECT LEADER
Mm
drawn by
02/01/10
Mm
SB134109CQ0026/69331
PROJECT/V.O.
SH.N0.
DESIGN PROJ. U
OF
DWG. C-502