Construction management sample drawing file

NationalInstituteofStandardsandTechnology
NISTCampus
Gaithersburg,MD
NetZeroEnergyResidentialTestFacility
DRAWINGLIST
ARCHITECTURAL FIREPROTECTION
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
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
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
A F-601 FIRE PROTECTION DETAILS AND MATRIX
S
PLUMBING
BASEMENT FLOOR PLAN - PLUMBING
FIRST FLOOR PLAN - PLUMBING
SECOND FLOOR PLAN - PLUMBING
ATTIC FLOOR PLAN - PLUMBING
P-101
P-102
P-103
P-104
o
PLUMBING DETAILS
P-501
PROJECTDESCRIPTION
PLUMBING RISERS AND SCHEDULES
P-601
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
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.
MECHANICAL
MECHANICAL LEGEND, SCHEDULES & DETAILS
MECHANICAL SITE PLAN
M-001
M-002
BUILDING CODE 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
BUILDING SECTION
BUILDING SECTION
BUILDING SECTION
BUILDING SECTION
GARAGE, BREEZEWAY & SCREEN PORCH SECTIONS
A-301
A-302
A-303
A-304
A-305
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
A-401
A-402
WALL SECTIONS & DETAILS
WALL SECTIONS MECHANICAL DETAILS
MECHANICAL DETAILS
M-501
M-502
1,518 sq. ft.
1,518 sq. ft.
1,191 sq. ft.
Basement
First Floor
Second Floor
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-501A
A-501B
A-501C
A-502
A-503
A-504
A-505
A-506
A-507
A-508
A-509
MECHANICAL SCHEDULES
M-601
ELECTRICAL
PROJECTTEAM
ELECTRICAL LEGEND, ABBREVIATIONS, SYMBOLS & LIGHTING FIXTURE
SCHEDULE
E-001
CLIENT MEP ENGINEER
EBL Engineers, LLC
8005 Harford Road
Baltimore, MD 21234
Contact: Ed Hubner
(410) 668-8000
ehubner@eblengineers.com
SPECIFICATIONS CONSULTANT
Kalin Associates
1121 Washington Street
Newton, MA 02465
Contact: Mark Kalin
(617) 964-5477
mkalin@kalinassociates.com
National Institute of Standards and Technology
100 Bureau Drive
Gaithersburg, MD 20899
Contact: Hunter Fanney
(301)975-5900
hunter.fanney@nist.gov
BASEMENT FLOOR PLAN - ELECTRICAL
FIRST FLOOR PLAN - LIGHTING
FIRST FLOOR PLAN - POWER
SECOND FLOOR PLAN - LIGHTING & POWER
ATTIC FLOOR PLAN - ELECTRICAL
E-101
E-102
E-103
E-104
E-105
A-601
A-602
A-603
WINDOW & DOOR SCHEDULES & TYPES
INTERIOR FINISH SCHEDULE
PENETRATION SCHEDULE
ELECTRICAL RISER DIAGRAM
ELECTRICAL DETAILS
E-501
E-502
A-701
A-702
FIRST FLOOR OPEN WEB FLOOR TRUSS TYPE ELEVATIONS
SECOND FLOOR OPEN WEB FLOOR TRUSS TYPE ELEVATIONS
ARCHITECT LEED for HOMES PROVIDER CONSTRUCTION MANAGER
ELECTRICAL PANEL SCHEDULES
E-601
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:
AHIBIldlSa^Sa
U.S. Department of Energy
Research Toward Zero Energy Homes
BuildingScienceCorporation
30ForestStreet
Somerville,MA02143
978.589.5100
Contact:BetsyPettit
betsy@buildingscience.com
CONSTRUCTIONDOCUMENTS
31MARCH2010ISSUEDFORCONSTRUCTION U.S. DEPARTMENT OF
EnergyEfficiency&
RenewableEnergy
ENERGY
COPYRIGHT (C) 2009 BUILDING SCIENCE CORPORATION

DESIGNCRITERIA
GENERALSTRUCTURALNOTES
BUILDINGSCIENCE
CORPORATION
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
DESIGN ITEM CRITERIA CODE REFERENCE
GROUND SNOW LOAD 30 PSF — SEE NOTE 1 IRC 2009 FIG R301.2(5),
ASCE 7 FIG 7-1
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.
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
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.
WIND BORNE DEBRIS REGION NO IRC 2009 Sect. R301.2.1.2
ASCE 7, Sect. 6.5.9
MAPPED SEISMIC HAZARD Ss = 0.16g
S1 = 0.05g ASCE 7, CH 11 &CH 22
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.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
SEISMIC SITE CLASS D (firm soil assumed)
(Fa = 1.6; Fv = 2.4) ASCE 7, Sect. 11.4.2
SEISMIC DESIGN SPECTRAL
ACCELERATION PARAMETERS SDS = 2/3(1.6)(0.16g) = 0.17g
SD1 = 2/3(2.4)(0.05g) = 0.08g ASCE 7, Sect. 11.4
SEISMIC DESIGN CATEGORY B CONSULTANT:
(IRC DWELLINGS EXEMPT) ASCE 7, Sect. 11.6
5. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT CONSTRUCTION
SAFETY REGULATIONS OF OSHA.
IRC 2009, FIG R301.2(2)
LIVE LOADS IRC 2009, TABLE R301.4
ASCE TABLE 4-1
FLOORS & DECKS
FLOORS (BEDROOM AREAS)
ATTIC WITH STORAGE
ATTIC W/O STORAGE
ROOF
40 PSF
30 PSF
20 PSF
10 PSF
20 PSF - SEE NOTE 2
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.
DEAD LOADS 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
ENCLOSURETHERMALENVELOPECRITERIA r n
FROST DEPTH 30 INCHES Based on local practice
AIR-FREEZING INDEX 350 deg. F-DAYS ASCE 32-01, IRC FIG. R403.3(2)
COMPONENT R-VALUE U-VALUE
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)
FRAMED WALLS R-45
ROOF R-72 L J
WINDOWS U-0.19 LATERAL SOIL LOAD 45 PCF Backfill Soil Class I or II required per
IRC 2009 Table R404.1.2(4) and
Table 405.1
PROJECT:
BASEMENT WALLS R-23
NationalInstituteof
StandardsandTechnology
BASEMENT FLOOR R-10 CONVENTIONAL LIGHT-FRAME
CONSTRUCTION REQUIREMENTS SEE CODE REFERENCE IRC 2009, CH 3, 4, 5, 6, 8
IBC 2009, CH 18 AND SEC 2308
NOTES:
NetZeroEnergy
ResidentialTest
Facility
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.
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.
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.
2.
NIST Campus
Gaithersburg, MD
3.
ABBREVIATIONS U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
A.F.F. ABOVE FINISHED FLOOR
B.O. BOTTOM OF
BTW BETWEEN
C/L CENTER LINE
CLR. CLEAR
ELEVATION
EL.
ELEVATION
ELEV.
MARK DATE DESCRIPTION
EQ. EQUAL
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
GWB GYPSUM WALLBOARD
PROJECT NO: NIST NZERTF
HEAT RECOVERY VENTILATOR
HRV
A-PLOT-SPEC-NZERTF
CAD DWG FILE:
HVAC HEATING VENTILATING AND AIR CONDITIONING
CG
DRAWN BY:
INSUL INSULATION
CHECKED BY: BP
LSL LAMINATED STRAND LUMBER COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
MIN. MINIMUM
SHEET TITLE:
O.C. ON CENTER
DESIGNCRITERIA,
ABBREVIATIONS&
GEN.STRUCTURAL
NOTES
PCF POUNDS PER CUBIC FOOT
PHOTOVOLTAIC
PV
T&G TONGUE & GROOVE
T.O. TOP OF
TYPICAL
TYP.
I
W/ WITH
o
SCALE AS NOTED z
WD. WOOD
W/O WITHOUT
A-001

GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
1. FOR PROPERTY LINE, LIMIT OF DISTURBANCE,
GRADING CHANGES, LANDSCAPING, AND
LOCATION OF BUILDING ON SITE, SEE
SITE/CIVIL DRAWINGS.
STEPS DOWN
TO GRADE (2
RISERS)
DRIP EDGE DRAINAGE
SYSTEM UNDER
PATIO, SEE 5/A-101A
PATIO WITH CONCRETE PAVER
UNIT AND VENEER STONE EDGE ,
SEE 4/A-101A
3'-0" WIDE
PEASTONE BED WITH
DRIP EDGE DRAINAGE
SYSTEM, TYP. SEE
2/A-101A
OUTDOOR
AIR-HANDLER
UNIT
T: (978) 589-5100 F: (978) 589-5103
i
i
TRANSFORMERS
I
:L: FUTURE
OUTDOOR
AIR-HANDLER
UNIT
CONSULTANT:
T
OUTDOOR
AIR-HANDLER
UNIT
r n
FUTURE
OUTDOOR
AIR-HANDLER
UNIT
MAX.y4" GRADE
INCREASE FROM
SIDEWALK TO
BREEZEWAY
SLAB
3'-0" WIDE
PEASTONE BED,
TYP. SEE 1/A-101A
CONCRETE
PAVERS
L J

PROJECT:
NationalInstituteof
MAX.y4" GRADE
INCREASE FROM
SIDEWALK TO PORCH
SLAB
prn' '
NetZeroEnergy
ResidentialTest
Facility
WALKWAY WITH
SLOPE <1:20

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 Efficiency &
Renewable Energy

ENERGY
CONCRETE DRIVEWAY
WALKWAY WITH
SLOPE <1:20
EXISTING TREE TO BE
REMOVED, TYP.
05/07/10 UPDATED
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
DRAWN BY: HW
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
ARCHITECTURAL
SITEPLAN
3'-0" WIDE CONCRETE
WALKWAY WITH 6" CONCRETE
PAVER EDGE EACH SIDE, TYP.
SEE 3/A-101A
SCALE AS NOTED
/
A-101
ARCHITECTURALSITEPLAN
SCALE: 1:10

GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
PATIO CONCRETE PAVERS (SET IN
SAND WITH CRUSHED STONE
SUBBASE)
5’—0
>>
PE "7Ta TT
]
<7
A
A
<7.
I <7 4
-4
/:
STONE BED, DEPTH BASED
ON GRADE AND DEPTH NEEDED
TO CONNECT TO DRAIN
JH l A
JH J I
L,
b.
o k-
^43' p( p( j
T: (978) 589-5100 F: (978) 589-5103
A
- b
FILTER FABRIC
> [£>
EPDM MEMBRANE ATTACHED TO
BUILDING WALL, WRAPPED AROUND
PIPE AND EXTENDED UP TO EDGE OF
FILTER FABRIC
4 *
CONSULTANT:
6" PERFORATED PIPE CONNECTED TO
NON-PERFORATED PIPE DRAINING TO
DAYLIGHT (SEE SITE/CIVIL DRAWINGS)
FREE DRAINING BACKFILL:
UNIFIED SOIL CLASSIFICATION
SYSTEM TYPE GW, GP, SW, OR SP
DRIPEDGEDRAINAGEUNDERPATIO
5 SCALE: 3/4" = 1-0"
r n
t-fJh 3" DEEP, 3-0" WIDE PEASTONE BED
WITH BLACK STEEL EDGING OR OTHER
PERMEABLE MATERIAL
CONCRETE PAVER UNIT
WITH MIN. SOLAR REFLECTANCE
INDEX (SRI) OF 29; SET IN SAND
SLOPE GRADE AWAY FROM
FOUNDATION (5% MIN SLOPE)
Pk L J
PLANTING SOIL
STONE VENEER CAP
(COLORING AND
TEXTURE TO MATCH
GARAGE FACADE STONE)
~ y
PROJECT:
NationalInstituteof
n ^~l FILTER FABRIC
3“i
t-
</. •-
<7 o< >o
a c> a C: C: C: C:
o
3'-0" WIDE STONE BED, DEPTH BASED
ON GRADE AND DEPTH NEEDED TO
CONNECT TO DRAIN
4 8"-14" STONE VENEER
(COLORING, SHAPE AND
TEXTURE TO MATCH
GARAGE FACADE STONE)
>3 3 3 3 3 3 3 >^< $<
i=ni=ni=ni=ni=ni=rn=rrtern=
4
o< )0( )0( )0( )0( >o 3
a :: C: C: C:
b
=■
<j
NetZeroEnergy
Residential Test
Facility
A EPDM MEMBRANE ATTACHED TO
BUILDING WALL, WRAPPED AROUND
PIPE AND EXTENDED UP TO EDGE OF
FILTER FABRIC
6" PERFORATED PIPE, CONNECTED TO
NON-PERFORATED PIPE DRAINING TO
DAYLIGHT (SEE SITE/CIVIL DRAWINGS)
SYSTEM TYPE GW, GP, SW, OR SP
J
j 4 t
1 4'-6" OF CRUSHED STONE (CR)
4 '>
8" CONCRETE WALL WITH
WEEPHOLES AND SEAT
FOR STONE VENEER
tE
A
NIST Campus
Gaithersburg, MD
<i J
SOIL SUBGRADE (COMPACTED)
l=l l l=l l l=l 11 l l l l l l l l l l
PEASTONEBEDWITHDRIPEDGEDRAINAGE
SCALE: 3/4" = 1-0"
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
PATIOEDGE
SCALE: 1" = 1'-0"
05/07/10
CONCRETE CURB (AT DRIVEWAY) UPDATED
3" DEEP, 3-0" WIDE PEASTONE BED
WITH BLACK STEEL EDGING OR OTHER
PERMEABLE MATERIAL
6" CONCRETE PAVER
EDGE PATTERN (BOTH SIDES) ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
SLOPE GRADE AWAY FROM
FOUNDATION (5% MIN SLOPE) PROJECT NO: NIST NZERTF
WALKWAY: CONCRETE
WITH MIN. SOLAR
REFLECTANCE INDEX
(SRI) OF 29
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
PLANTING SOIL
T
DRAWN BY: HW
♦ ♦
o< o>< o>< o>< o>< o>< o>< o
9L ■:> ■:> ■:> ■:> ■:> ■:> v; t>
♦ ♦
H
CHECKED BY: BP
ao< o o< o< o< o< o
in FILTER FABRIC
DROUGHT-TOLERANT
TURF
b
COPYRIGHT © 2009
o o o o o o o
o 6
3’-0" WIDE STONE BED, DEPTH BASED
ON GRADE AND ADJACENT STONE BEDS
b
- — b
SHEET TITLE:
DRIVEWAY: CONCRETE
WITH MIN. SOLAR
REFLECTANCE INDEX
(SRI) OF 29
FILTER FABRIC
it.
ARCHITECTURAL
SITEPLAN
DETAILS
4 *
NOTE: SEE SITE/CIVIL DRAWINGS
AND SPECIFICATIONS FOR
CONSTRUCTION DETAILS
♦
SYSTEM TYPE GW, GP, SW, OR SP I
o
SCALE AS NOTED z
A-101A
PAVINGPLAN PEASTONEBEDW/ODRIPEDGEDRAINAGE
SCALE: 1" = r-0' SCALE: 3/4" = 1'-0"

10" SONO TUBE FOOTINGS FOR
BREEZEWAY COLUMNS, PROVIDE
3 #4 REINFORCING, TYP. -
DRAIN A1 BASE OF WINDOW WELL
(CONNECTED TO BASEMENT
SUMP) |
v
ft 4ft
J I T *
F
-V
■ r
n n
©f it m
S6 n
CONDENSATE
DRAIN
THROUGH-WALL CONDUITS
FOR HEADER PIPES FOR
VERTICAL GROUND LOOP
SYSTEM
o -V
LU
Q
"si-
§
S1 THROUGH-WALL
CONDUITS FOR
HEADER PIPES FOR
HORIZONTAL
GROUND LOOP
SYSTEM
§
5
5 o
O
l V-7 o D
CO
CO
LU
CO
4" PERFORATED VENT BEDDED IN STONE
WITH "L" CONNECTION TO 4" RISER SOIL
GAS VENT THROUGH ROOF; SEE 4/A-506
SOIL GAS
VENT
c: §
CM
o
LJ -V
S5 WINDOWSILL___zk
'EL. -7-1" V
T.O.
4" CONCRETE SLAB
EMBEDDED HYDRONIC TUBING
W1.4 x W1.4 WELDED WIRE MESH AT MID-DEPTH
6 MIL POLYETHYLENE
2" XPS RIGID INSULATION
4" STONE PAD (NO FINES)
FILTER FABRIC
UNDISTURBED NATIVE SOIL
IJJ
F3
Q. O
SANITARY DRAIN
THROUGH SLAB
> 4" PVC PIPE THROUGH
BOTTOM OF FOOTING, TYP;
SEE 1/A-506
o
CM
/
O
I
CONDENSATE
DRAIN
O
I I
S6
be
CT>
CO
MINIMUM 4" DIAM.
STANDARD STEEL PIPE
O CM
CM
O THROUGH-STEM WALL
CONDUITS FOR FUTURE
HIGH VELOCITY HVAC AIR
TO AIR OUTDOOR UNIT (SEE
GENERAL SHEET NOTE #7)
CO
on CO
COLUMN (RATED FOR
MIN. 22,230 LB. LOAD)
O
o F10
3-0" X 3-0" X 1'-4"
CONCRETE FOOTING
TYP.
=T
W/ (4) #5 EACH WAY,
4'-6' FLOOR DRAIN 6K" W x 16y2" D BEAM POCKET,
1 SEE 2/A-506
TYP. o
S2
S6
-CJ------- ----- CJ------- ------CJ------
------|—r^—a-
------ ©©5 D
O'
LSL BEAM ABOVE
S3 S3 COLUMN ISOLATION
CONTROL JOINT, TYP.
_____ 12-4 3/4" ____
-------- CONDENSATE
DRAIN
it-
6%" W x 16/4" D BEAM
POCKET; SEE 2/A-506
12-4 3/4" 9-6 1/2" -- CONDENSATE DRAIN
I THROUGH-STEM
WALL CONDUITS FOR
C ENTRAL AIR TO AIR
OUTDOOR UNIT
7^
COLUMN AND FOOTING
DETAIL, TYP; SEE 3/A-506
4>
T.O. FOUNDATION
EL. +0,-0"
T.O. FOUNDATION S
EL. -r-2
±^F 9-4"
II
CD
CD
F9
THROUGH-STEM
WALL CONDUITS FOR
FUTURE AIR TO AIR
OUTDOOR UNIT
8" CONCRETE SLAB THIS
SECTION (UNDER BASE
OF BASEMENT STAIR)
FLOOR DRAIN
CD
i
O S6
O
O CONDENSATE DRAIN
SUMP PUMP: SUMP PUMP CROCK
TO HAVE AIR-TIGHT LID OR
CLOSURE
F10
T.O. SLAB
9
CONNECTION TO
STORM DRAIN WITH
CHECK 7ALVE
S4
4’-6"
~Z-9"
EL. -9-11 1/ 7^
7L
B
-v o
F7 THROUGH-WALL CONDUITS
FOR HEADER PIPES FOR
SLINKY LOOP SYSTEM
o
fUl
SUMP
THROUGH-WALL CONDUIT FOR
DOMESTIC AND SPRINKLER
WATER
CM
F12 -
GAS
CD
F11 CONNECTION
K ?’
9s oo
CN
CM
F4
ftft
F13
--- CM
- CONDENSATE
- DRAIN
F8 1—1
Hff B
=Hi/d
Jr
CO
JO"
F8 F2
ftftl ftr O
:—r-fp CM
-i.i i—i
Ett nt
ftttr A
ft) C/L
2’-6"
-,± y- THROUGH-STEM
WALL CONDUIT
FOR SUMP
DISCHARGE
CO
10" SONO TUBE FOOTINGS FOR LO
BOTTOM OF FOUNDATION WALL
DETAIL, TYP; SEE 1/A-506
o
I
4" DIAM. PERFORATED PERIMETER
DRAIN PIPE TYP; SEE 1/A-506
o
-v
F.1
-v
n
13’-5"
T.O. PORCH FDN WALL
4
r-
EL. HY-2 3/8
CD
CO
THROUGH-WALL INSTRUMENTATION
CONDUIT TO GARAGE SLAB
(3'-0" ABOVE BASEMENT SLAB) -
THROUGH-WALL PENETRATION FOR
INVERTER DISCONNECT UTILITY
COMMUNICATION AND FIRE SAFETY
FIRE DEPARTMENT CONNECTION
THROUGH-WALL CONDUIT FOR
UNMETERED ELECTRICAL WIRING
SLAB (3-0" ABOVE
BASEMENT SLAB)
st-
CD
CD
C/L
C/L
© ©
C/L
£JL
F1
7E
10"B
©
/
9
T.O. GARAGE FOUNDATION
=F
EL. -0-5'
T.O. GARAGE FOUNDATION AT FRONT OPENINGS
EL. -2-8" *
SLAB ON GRADE
ABOVE
*
T.O. GARAGE FOUNDATION AT SOUTH DOOR
EL. -2-1 3/4
4-2 1/4'
CM
i
Is-
i
oo
FRONT PORCH COLUMNS,
PROVIDE 3 #4 REINFORCING, TYP.
© © © A.1
C/L C/L C/L C/L
, , 5 1/2l' 11'-7' 11’-11" ir-7' 5 1/2"
7L 7L
"7 ^ 7 ~
TH|ROUGH-WALL CONDUIT FOR ELECTRICAL
WIRING FROM HOUSE METER
6" CONCRETE GARAGE FOUNDATION W^LL, TYP
2-0" CONCRETE FOOTING, TYP
7-0
11
THROUGH-WALL
INSTRUMENTATION
CONDUIT TO GARAGE
to
1
CO
-V
o
I
5 6 6.1
2 3 4.1
1 4 7
86-0"
■7 ~ ■7 ~
26-0' 16’-0" 36-0' 8-0'
-7 ~ y- y- y- y-
4"
2-0" CONCRETE FOOTING, TYP 7^
foundAtion wall
6" CONCRETE PORCH , TYP
CO
o
CM
1
Ob
00
1
Ob
CO
o
CN
F
E
E.1
CO
00
CO
C.1
c
k
I
s
CD
1
S2
10" CONCRETE FOUNDATION WALL, TYP.
2-0" CONCRETE FOOTING, TYP.
9-4
M
FOUNDATIONPLAN
SCALE: 1/4" = 1'-0"

o
S6
S6
F5
.u
CD
1
LO
O
1
CM
O
1
Ob
GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
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.
SEE A-603 FOR PENETRATION SCHEDULE.
5.
6. EL. +0-0" IN THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.30' IN THE SITE/CIVIL
DRAWINGS
T: (978) 589-5100 F: (978) 589-5103
IF THE HIGH VELOCITY HVAC OPTION IS NOT
AWARDED, THE PENETRATION FOR THE
CONDUITS WILL NOT BE PROVIDED.
7.
CONSULTANT:
OSHEETKEYNOTES
r n
L j
PROJECT:
PENETRATIONKEY
NationalInstituteof
S1. SOIL GAS VENT
S2. FLOOR DRAIN
NetZeroEnergy
Residential Test
Facility
S3. STEEL PIPE COLUMN
S4. SUMP PUMP
S5. SEWER CONNECTION
S6. CONDENSATE DRAIN
F1. VERTICAL GROUND LOOP SYSTEM
NIST Campus
Gaithersburg, MD
F2. SLINKY LOOP SYSTEM
F3. HORIZONTAL. GROUND. LOOP SYSTEM
F4. SUMP PUMP OUTLET
F5. INSTRUMENTATION CONDUIT
F6. GAS CONNECTION
F7. WATER CONNECTION
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
F8. ELECTRICITY CONNECTION
AIR-TO-AIR OUTDOOR UNIT CONNECTION
F9.
F10. FUTURE AIR-TO-AIR OUTDOOR UNIT
CONNECTION
F11. COMMUNICATION/FIRE SAFTEY CONNECTION
INVERTER UTILITY DISCONNECT
CONNECTION
F12.
07/27/10 UPDATED
F13. FIRE DEPARTMENT CONNECTION
06/29/10 UPDATED
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
CG
DRAWN BY:
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
FOUNDATIONPLAN
i
o
SCALE AS NOTED z
A-102
=
C/L
OF
BEAM
POCKET
CO
CM
o

SANITARY DRAIN
UTILITY SHAFT
OPENING
ABOVE
r
L
J
PREFABRICATED WINDOW
WELL WITH EGRESS
LADDER;
SEE 6/A-506
i
FLOOR DRAIN;
CONNECT TO SOIL
PIPE
6-0" HIGH PLYWOOD PANEL
WITH 2x4 STUD BACKING
CONDENSATE DRAIN;
CONNECT TO SUMP
ZQ
'0[
4.
4
SOIL GAS VENT
3-9'
I
CONDENSATE DRAIN;
CONNECT TO SUMP
O-
FLOOR DRAIN;
CONNECT TO SOIL
PIPE
<D CONDENSATE DRAIN;
CONNECT TO SUMP
o
□ SUMP
CONDENSATE DRAIN;
CONNECT TO SUMP
-v
cc
<
LU
12'-2‘ 5 1/2"
O
CM
CO
I
ABOVE
5 6 6.1
3 4.1
4 7
PATIO ABOVE
SLAB ON GRADE
ABOVE
GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
1. BASEMENT AREA TO OUTSIDE FACE OF
FOUNDATION WALL:
1,518 SQ. FT.
SEE A-602 FOR FINISH SCHEDULE.
2.
F.1 30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
CONSULTANT:
F
OSHEETKEYNOTES
1. PROVIDE BLOCKING IN WALL TO SUPPORT
FUTURE STAIR LIFT. BLOCKING SHOULD
EXTEND UP TO A HEIGHT OF 3’-0" ABOVE
STAIR TREADS.
r n
STAIR FROM BASEMENT TO FIRST FLOOR TO
HAVE 16 RISERS AT 6-2/3", 15 TREADS AT 10"
WITH y4" NOSING.
2.
L J
PROJECT:
NationalInstituteof
NetZeroEnergy
ResidentialTest
Facility
D
NIST Campus
Gaithersburg, MD
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
B
A
A.1 A-PLOT-PLAN-NZERTF
CAD DWG FILE:
CG
DRAWN BY:
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
BASEMENTPLAN
o
SCALE AS NOTED
A-103
2
1
F
E
© ©
E.1
SLAB ON GRADE
ABOVE
WALKWAY ABOVE
©
C.1
c
A
BASEMENTPLAN
SCALE: 1/4" = 1'-0"
UP
3-9
M
n
© © © ©
EGRESS
WINDOW

BLOCKING BETWEEN JOISTS
UNDER PARTITIONS PARALLEL TO
BUT BETWEEN JOISTS, TYPICAL
1-1/4" x 14" LSL RIM JOIST
ATTACHED TO FOUNDATION
THROUGH 2" XPS INSULATION
2" XPS INSULATION ON
FOUNDATION SHELF, TYPICAL
1-3/4" x 14" ENGINEERED WOOD
BLOCKING BETWEEN RIM JOIST
AND WEB JOIST, 4'-0" O.C., TYPICAL
3t-
CD
CD
2 5 6 6.1 7
F.1
8-0’
7L
o
2'-0" 2'-0" 2'-0"
v- —> — —> —
F
-v
/
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
o
o
CM
TRUSS TYPE "A" AT 24" O.C. WITH
BEAM BELOW -
LSL 5-1/4" x 16" 1.55E
2'-0" 2'-0" 2'-0"
7^ 7^ 7^
CD
CO
CO
D
■V
CD
CD
TRUSS TYPE "C" AT 24" O.C.
WITH l" T & G FLOOR
SHEATHING; SEE A-701,
A-702 FOR TRUSS TYPES
B
A
A.1
3 4.1
4
44'-0"
36-0'
TRUSS TYPE "A1" AT 24" O.C.
WITH g" T & G FLOOR
SHEATHING; SEE A-701,A-702
FOR TRUSS TYPES
2x4 TREATED SILL PLATE
2x6 TREATED PLATE ON
FOUNDATION SHELF
n
o

: LL
□
CO
D= □ !
u 11
<£>
<£> <i> <i> <£>
<D
O
m
■»c
o
i
CN
1
F
E
E.1
C.1
C
TRUSS TYPE "B" AT 24" O.C. WITH
A-701,A-702 FOR TRUSS TYPES
1-%" x 14"
LSL HEADER
AT STAIR
OPENING
/
7
/■
1-1/4" x 14" LSL RIM
JOIST ATTACHED TO
FOUNDATION
THROUGH 2" XPS
INSULATION
A
-r BLOCKING BETWEEN JOISTS
UNDER PARTITIONS PARALLEL TO
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
2’-0" 2’-0" 2’-0"
7^ 7^ 7^ 7^
FIRSTFLOORFRAMINGPLAN
SCALE: 1/4" = 1'-0"
1-3/4" x 14"
LSL HEADER
AT STAIR
OPENING
DASHED LINES INDICATE STUD
WALLS ABOVE
12-5 1/2' 3-10'
CD
CN
GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
1. CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
EWP CONNECTIONS TO FOLLOW EWP SUPPLIER
INSTRUCTIONS.
2.
3. LIMIT THE OVERALL ESTIMATED WASTE FACTOR
ON THE FRAMING ORDER TO 10% OR LESS.
PROVIDE ENGINEERED WOOD BLOCKING
BETWEEN JOISTS UNDER PARTITIONS
PARALLEL TO, BUT BETWEEN, JOISTS;
COORDINATE LOCATION OF BLOCKING WITH
MECHANICAL DUCTWORK.
4.
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.
5.
T: (978) 589-5100 F: (978) 589-5103
6. GENERAL STRUCTURAL FRAMING
CONNECTIONS:
LSL CEILING JOISTS TO FLOOR HEADERS: USP
THD179 ENGINEERED WOOD JOIST HANGER;
DOUBLE LSL FLOOR HEADER TO TRIMMER: USP
HD 410 DOUBLE HANGER. CONSULTANT:
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
7.
RAFTER TO STUD IN ATTIC BEARING WALL: USP
LTW12 WITH R 10d NAILS EACH END
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)
r n
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.
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.
L J
PROJECT:
NationalInstituteof
OSHEETKEYNOTES
NetZeroEnergy
ResidentialTest
Facility
END OF FLOOR JOIST TO BE FULL BEARING
ON BEAM BELOW.
1.
2-2x6 BLOCKS IN FLOOR BELOW JACK STUDS
TO TRANSFER LOAD TO BEAM BELOW WHERE
JACKS STUDS ARE NOT ALIGNED WITH FLOOR
JOIST.
2.
NIST Campus
Gaithersburg, MD
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
CG
DRAWN BY:
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
FIRSTFLOOR
FRAMINGPLAN
o
SCALE AS NOTED
A-104
C/LOF
BEAM

cr
sri
p{(2
A lj
o
5-0" CLEAR
11"
x
UP
11ii
11
ii
7^
<2
■V
ATTIC ACCESS
ABOVE -
1
o
CO
GARAGE
CONCRETE STAIR AND LANDING
J
1
CO
CJ
l J
■V
8" CM
L_
+ -H 18
I
J CO CM
-2/A-294- i i
i LO LO
WINDOW
WELL
LO
28'-1 1/2
3ji
i
375"
ii
d-
"7
CO
8/A-204 I
CO
SEAT
6/A-204 -v
o
CONDUIT THROUGH WALL
TO FUTURE MULTI-SPLIT
OUTDOOR UNIT
-
r
□
SOI. GAS
----- VENT
—3/|lTH #1
4/A-|204
'd-
o
CM
I
< CM
OO
DINING
ROOM /
X o
i
CM
LO i
<
i
a
LO O
■I Ol
Ol
m-
>
■f]
i
<s>
N) a>
12 co
o
-i^ >
i
CO
ro
o
= O
- o ACCESS
PANEL ABOVE
4^
LO
2
r 4
CM I
I
CO
CO
< CD
= o U
o
©, ©54.
4-4^ --2-7 1/4' 3’-1" 4’-3 1/4
M
11-10"
1
■7
<2
-7 -7
/CCESS
PANEL ABOVE
<25
15
O co
3/A-207
11--1 1/4' 3-1" 3-11 3/4' 8-1 ,'-10 1/2;
I 5 1/2’
■ii
1
iL
BEARING WALL
MUDROOM 5 1/2 11
5 1/2" CL
©
I S>
O
CM
4- CM
-CO ■V
DOWN CO
CLOSE
5 T
UTILITY
co
o CO
I
II CM
CLOSET
5 1/2 11
1 1/2 HI
11/A-204
CT> I
1/A-205
® i
CD m
1
1
CO <
"nJ-
4i T o
12" 4'-9"/y5 1/2
11
2-3 1/2" 3’-10 4’-11 1/2" 2-1 1/2
11
9-10 1/2
M
~ 7 ~ h' t-
-7
!©, ENTRY
HALL
-
ol CO
CO
CO
> >
I
Q
t LO
ro LU
ro o
o o CM
LIVING ROOM
5 1/2" 4-2 M
cn 1 1
ACCESS
PANEL ABOVE
-h
<
co CD m
; S ;
<2 <
CO
o
CO
I
LO
-
<2
■7-^r
O
OFFICE / OPTIONAL
BEDROOM 4
■f^r
S) CO
o
LU
7/A-205
M—JP- CD
■
DO
Tf
a:
o o <
< CT>
o
I
LU
11'-6 1/2" 9'-
11
8-0"
12'-1
ID
f 4
<L (-
JJ
10
<2
1
T
o
l
LO
13
f )
3B CL
l 4
SEE 2/A-507, TY
6"
M
CL
SEE 1/A-507, TYP. ,'-7-
CL CL CL CL
CONCRETE SLAB W/ BROOM
FINISH: SLOPE SLAB 1/4":12
AWAY FROM HOUSE
FRONT
PORCH
11
CO
I
CO
1 II
-7
lAT
UNDERGROUND CONDUIT BETWEEN
GARAGE AND BASEMENT
1
SLOPE GARAGE SLAB 4" :12"
4" SLAB ON GRADE; SEE 1/A-305
SEE 4&5/A-507, TYP.
3-4
M
5-10" 8-10" 8-10" 30-8 1/8
n
5-10
n
3-4
n
4 -2 3/411
7^- 7^- 7— 7— 7— 7
e
CL CL CL CL
L T1’-7' 1T- TT" 1Y-T
xw
-71- 7L
0
"7
O
(2
■-11 ■
5-91/4
n
f
l
-sJ-
CO
-V
O
CM
O
I
CD
CM
O
W/D
5 1/2"
Oio
Kl
CO
1
CO
LU
O
O
00 ^
>IS
^4I
CH,
CM
LIFT
<<p (11) -|
25-1
UNDERGROUND CONDUIT BETWEE^
GARAGE AND BASEMENT
1^
SEE 3&7/A-507, TYP.
co
f )
<2
CD
1
LD
CL
CL
14-5 1/2' 5-9 1/4' 2’-9 1/4' 8-7 3/4' 8-7 3/4' 9-6 3/4' 6’-4 1/2' 3-9 1/4' 4’-2 3/4'
7— 7— 7L
7 ~ 7L 7L
7 ~ 7L
7 ~
4"
7^"
13-5'
8" 7— 7—
-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 FLOOR DRAIN; CONNECT TO
ROOF DRIP EDGE DRAINAGE
SYSTEM
PATIO -n
> o
o IM>
o o
o
CONDUIT THROUGH WALL FOR
FUTURE GAS WATER HEATER
SUPPLY/EXHAUST
SCREEN
PORCH
cn
CONCRETE PAD
FOR OUTDOOR
UNIT FOR GARAGE
HEAT PUMP
19
SEE 3/A-507
5/A-205
CL CL CL
CL
l
2'
-v
26-0' 16’-0" 2-0' 32-0' 2’-0" 8-0'
5 6 6.1
2 3 4.1
4 7
86’-0"
8' 3-0' 8" 5'-10"
CD
I
f^-
o
CM
V
B B
o
11"
-V BREEZEWAY
O.
© CD
CONCRETE WITH BROOM
FINISH
B B
11"
CM
f^-
1
CD
LO
1
F.1
F
-V
D
CD
1
CO
CO
CONDUIT THROUGH
WALL FOR FUTURE
GAS FURNACE
SUPPLY/EXHAUST
O
o
1
CO
B
-V
o
I
CM
A
CO
I
LO
A.1
O
00 1
1
o
CD
CM
CM
1
LO
O
1
CO
O
<2
CD
1
O
Z
<2 CD
CD
1
7—
7—
5'-9 1/4’
7—
F
E
E.1
CD
00
CO
C.1
c
A
8-10 1/4" 11'-4 1/2'
7^-
FIRSTFLOORPLAN
SCALE: 1/4" = 1'-0"
GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
1. FIRST FLOOR AREA TO OUTSIDE FACE OF
STUD WALL: 1,518 SQ. FT.
2. DIMENSIONS ARE TO FACE OF STUD UNLESS
OTHERWISE NOTED.
INTERIOR PARTITIONS FRAMED WITH 2x4
WOOD STUDS UNLESS OTHERWISE NOTED.
3.
4. INTERIOR BEARING WALLS FRAMED WITH 2x6
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
REFER TO POCKET DOOR FRAME KIT
INSTALLATION INSTRUCTIONS TO DETERMINE
ROUGH OPENING OF POCKET DOOR.
7.
T: (978) 589-5100 F: (978) 589-5103
CONSULTANT:
OSHEETKEYNOTES
PROVIDE BLOCKING IN WALL TO SUPPORT
FUTURE STAIR LIFT. BLOCKING SHOULD
EXTEND UP TO A HEIGHT OF 3’-0" ABOVE
STAIR TREADS.
1.
2. STAIR FROM FIRST TO SECOND FLOOR TO
HAVE 16 RISERS AT 7%", 10" TREADS WITH %
NOSING.
3. CASED OPENING, 7-6" FINISHED HEIGHT
CASED OPENING, 6-8" FINISHED HEIGHT
DROPPED CEILING, 7-9" FINISHED HEIGHT
4.
r n
5.
18" x 18" ACCESS PANEL ABOVE DOOR FOR
ACCESS TO FCU-2 UNIT.
6.
CONCRETE GARAGE STAIR TO HAVE 4 RISERS
AT 6y2", 11" TREADS.
7.
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.
L J
PROJECT:
NationalInstituteof
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.
NetZeroEnergy
ResidentialTest
Facility
11. DO NOT SLOPE SLAB IN THIS AREA; THICKEN
SLAB UNDER CHAIR LIFT IF SPECIFIED BY
MANUFACTURER OF LIFT.
ODOORKEY NIST Campus
Gaithersburg, MD
1. 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
2-4" x 6'-8" POCKET
5.
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
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
07/27/10 UPDATED
3'-0" x 6-8" POCKET
12.
06/29/10 UPDATED
13. 3'-0" x 7'-0" RH W/12" SIDELITES
14. 3'-0" x 7'-0" LH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
15. 3'-0" x 7'-0" RH
16. 9'-0" x 8-0" OVERHEAD
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
17. (2) 4'-6" x 8'-0'
CG
DRAWN BY:
18. 6'-0" x 6'-8" (1) LH PANEL, (1) FIXED PANEL CHECKED BY: BP
COPYRIGHT © 2009
19. 3'-0" x 6-8" RH
SHEET TITLE:
FIRSTFLOORPLAN
i
o
SCALE AS NOTED z
A-105
u
ACTIVE
DOOR
©

(=
=
=
=
=!=
I
PASSIVE
DOOR
9'-0"

O'-O
M
O'-O"
GENERALSHEETNOTES
BLOCKING TO SUPPORT HANGER
FOR SCREEN PORCH END BEAM
O'-O
M
BUILDINGSCIENCE
CORPORATION
36'-0' 34'-6 3/4M
17'-3 1/4" '-8 1/4ii
8'-5 1/2ii
5'-11 1/4"
27'-1"
1. REAR WALL FRAMING ELEVATIONS DRAWN AS
SEEN FROM INTERIOR; INTERIOR BEARING
WALL FRAMING ELEVATION DRAWN AS SEEN
FROM THE FRONT; ALL OTHER ELEVATIONS
DRAWN AS SEEN FROM EXTERIOR
-7^
4
7
36'-0" 35'-8ii
25'-3 1/2" 10'-8" 14'-7 1/4 2'-6 1/4"
36'-0" 31-10 3/4' 22-1" ii
3-0 3/4' 8-5 1/2"
-7^
-7^ 7 “
36-0" 30-10" 25'-3 1/2" 14'-1 3/4" 2'-1" 2'-0' 2'-0" 2'-0'
7^ "7 ~ Y-
77©
9'-1 1/4" 8'-4 3/4" 4'-6 3/4" 3'-4M
13'-4" z^~ zz zziz ft 7^|ft ~7 Z7
4
7
,Z
TT TYPICAL WALL HEIGHT = 9'-1".
2.
^r
^4 X
3!
3.5" x 5.5" 1.3 =
LSL HEADEF
3. TYPICAL FIRST FLOOR WINDOW FRAMING HEAD
HEIGHT = 7'-6 3/4".
(2) 1.75" x 11.25" LSL
1.55E HEADER
(2) 1.75" x 11.25" LSL
1.55E HEADER /
3.5" x 5.5" LSL
1.3E HEADER
3.5" x 5.5" LSL
1.3E HEADER
3.5" x 7.25" LSL
1.3E HEADER
^7
3.5" x 9.25” LSL
1.3E HEADER

(2)1.75” x
11.25” LSL
1.55E HEADER
3-10"
/ /
CT>
WINDOW AND EXTERIOR DOOR FRAMING
OPENING DIMENSIONS TO BE ADJUSTED PER
MANUFACTURER SELECTION AS FOLLOWS:
4.
CM
3'-2"
l
E > CM
C C&co
I
E - © —? !
I
6'-4 1/2ii
"mI-
A V-
-AS. 1/2' ©-
4-7 M
3-1 8'-1" 2-5' 2'-5' I
-A -A - © -©
©- 7< ' A
-A © LO
±5 i
A. FRAMING WIDTH FOR DOORS AND WINDOWS:
INCREASE THE MANUFACTURER'S
SPECIFIED ROUGH OPENING WIDTH BY
ADDING V2" TO EACH SIDE.
B. FRAMING HEIGHT FOR WINDOWS:
SPECIFIED ROUGH OPENING HEIGHT BY
ADDING V2" TO THE TOP AND 1" TO THE
BOTTOM.
C: FRAMING HEIGHT FOR DOORS:
ADDING 1/2" TO THE TOP.
FRAMING STUDS TO BE FSC-CERTIFIED
LUMBER.
CNJ
/
CD
/
/
CN CN

/
CN
© © © /
18
<D
CD CD
N-
/
CD
/ /
CD CD
/
/
c
&
■v -V
T: (978) 589-5100 F: (978) 589-5103
KT TK S S S KTT TT TT TT TT TTK SS S KTT TTK S E KT TK S S KT C C TK S KT C TK S S KT TK S E E S KT TK S E
IB1
H7 H6
CONSULTANT:
5.
1
■A
©------- LU
CN
O
LIMIT THE OVERALL ESTIMATED WASTE FACTOR
ON THE FRAMING ORDER TO 10% OR LESS.'
6.

CN
O
CD
H7 cn
i
/ STRUCTURAL SHEATHING CONNECTIONS (TO
RESIST ROOF UPLIFT):
7.
CO
CN
T £
CO
5-7" o
ny W CD
-©—V LAP SHEATHING ON RAFTER RIM BOARD:
MINIMUM 8d NAILS AT 3" O.C.
m O
CN
DO O i
X <
OO
o
HORIZONTAL SHEATHING EDGES AT BLOCKING
OR FRAMING: MINIMUM 8d NAILS AT 3" O.C.
/
(a

cn
/ HORIZONTAL SHEATHING EDGES BELOW
SECOND FLOOR: MINIMUM 8d NAILS AT 6" O.C.
/

CN
r i
CD LO
<>
cn
i
OSHEETKEYNOTES
X
CN
□ CN
/
<
if)
Ol
i
if)
4^
/ LO /
CO
00
J-
if)
LO
i
7
oo
X
o
/
CN
< i
<
CO
o
L J
/

CN CN
PROJECT:
if)
CD CD
i
/
/ CD CD
NationalInstituteof
in
/

U ./

M.
7 LU
/
00
00
H6 CN
hJ
7'-3"
NetZeroEnergy
ResidentialTest
Facility
2
o
t

x X a>
>
* n *
7i
o
00 00
2'-7"
nni ^ pm PE y
n CN © 7!-
/ CN
O
IB1 CD
/
CO
if)
CO
"si-
l o
U
t
in

NIST Campus
Gaithersburg, MD
/ if)
CN
/
if) 00
CN
NO
CD

i
^1"

o
CO
X
if)
oo
t /
Ol
NO
(n i

NO
/ X
NO if)
if)
2'-7"
V, o
/
t
if)
CD
Is-

i
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
co
LO
ENERGY
S>
i
o
7s LO
N-
O i
> oo
LU
-V
T
NO
/
5'-7"
o
t; T
00 00
if)
y OsJ ^ ::=nLU
O i i
if)
CO
-N -N
OO
CD
X
4^
A
©
CO LU
m
'I T— T
7 H2
x
H1
O'-O" O'-O'
FOR FRONT PORCH END BEAM
FOR FRONT PORCH END BEAM
36’-0' 34-4 1/2" 28-6 1/2 M
21'-2 3/4" 10'-10 1/2" 5'-0 1/2M
8'-5 1/2M
5'-11 1/4"
7L
36'-0" 30'-11 1/2' 25-1 1/2 M
14’-9 1/4" 7-5 1/2 M
r-7 1/5M
8-5 1/2" 2-6 1/4"
7^ 7 =
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
2-0
M
2-0
M
2-0"
1?*- 7^
DRAWN BY: HW
^7 rz Tz
4 CHECKED BY: BP
/
-4© -4©
'-Z,
COPYRIGHT © 2009
3.5” x 5.5” 1.3 =
LSL HEADEF
3.5” x 5.5" 1.3 =
LSL HEADEF
3.5" x 5.5" 1.3 =
LSL HEADEF
3.5" x 5.5" 1.3 =
LSL HEADEF
3.5" x 5.5" 1.3 =
LSL HEADEF
/
3.5" x 7.25" LSL
1.3E HEADER
6-2 1/2" /
/

2x4 STUD FOR STRUCTURAL
SHEATHING ATTACHMENT,
TYPICAL
/
/
SHEET TITLE:
3-2" 3-2
ii
3-2" 3-2
M
3-2
ii
-©
-© © © © ©
z' z!

!
3-3 1/2"
N- N- i— i—
- © 00
/
/
1

FIRSTFLOORKEY
PLAN&WALL
FRAMING
ELEVATIONS
A A A A A
LO LO LO LO LO LO
00
/ /
CN

/

i

h-
/ /
13©
/
±<Z
ns

/

/

/
s s
m m
c c
£
E KTC TK S KT C C TK S KT SS SS TK S KT C C TK S KT C TK E E S KT C TK S E
3 3/8"
1/2" 4'x8' PLYWOOD
STRUCTURAL SHEATHING,
TYPICAL
i
cz
o
SCALE AS NOTED
H1 H2 z
A-106
FIRSTFLOORKEYPLAN&WALLFRAMINGELEVATIONS
SCALE: 1/4" = 1'-0
H

21 '-11 1/4 7'-5 3/4"
26-0"
ii
—
12'-4 1/4" 4'-0 3/4’
26'-0'
2'-0ii
2'-0ii
7^ TFFF fTF' 7F
4 I
22*
X 5-8 1/4
ii
CD
L
■f: I
A CO
.2^, .2^, .2^,
o
V
7
7 o
/I o
w
2X4 STUD FOR
STRUCTURAL
SHEATHING
ATTACHMENT, TYPICAL
ho
3.5" x 5.5" L5fL
1.3E HEADER
J
Z -t*
NO
3.5" x 9.25" LSL
1.3E HEADER
f
o
col *
3'-2'
9-4"
<>
'
Tl
v-
00 TCl
T
r^ Ul
6-9 1/2 M
I
A LO f^
©
00
,s]- oo 00

CD
CD Ol
7
i
00
CD
s
A 4^
*
4
5
00
FOUNDATION WALL,
TYPICAL
4^
K ’ TK S S S KT C TK S m A-----A
/
CO
r-3 1/21
oo
l_
l_ l
G1
GENERALSHEETNOTES
1. REAR WALL FRAMING ELEVATIONS DRAWN AS
SEEN FROM INTERIOR; ALL OTHER ELEVATIONS
TYPICAL GARAGE WALL HEIGHT = 9-4".
2.
3. TYPICAL GARAGE WINDOW FRAMING HEAD
HEIGHT= 6’-10y2" ABOVE TOP OF GARAGE
FOUNDATION WALL.
4. WINDOW AND EXTERIOR DOOR FRAMING
SPECIFIED ROUGH OPENING BY ADDING y2"
TO EACH SIDE.
ADDING y2" TO THE TOP AND 1" TO THE
BOTTOM.
C. FRAMING HEIGHT FOR DOORS:
INCREASE THE MANUFACTURER'S ROUGH
OPENING HEIGHT BY ADDING Vi' TO THE
TOP.
LUMBER.
5.
STRUCTURAL SHEATHING CONNECTIONS ON
GARAGE (FOR BRACING):
7.
FASTEN PLYWOOD SHEATHING ON WEST WALL
WITH MINIMUM 8d NAILS AT 3" O.C.
OSHEETKEYNOTES
O'-O"
13'-5' 12-9 3/4' 8-9 3/4" 3-10 3/4' 7L
9-6 1/4" 4-7 1/4'
13-5' 7 1/4"
i1-
3.5” x 9.25" LSL
1.3E BEAM
-V
SC
(2) 2X6
POST
(2) 2X6
POST
00
LO
CO
CO
3-3 1/2’ 4-2 1/2’ 3-3 1/2’
7 - CO
-7' '
CO
X I
CM
—V
ES K C C K K C C K K C
SP2
SP2
H ft
4
o
O
J
CM
5-8 1/4" Jo
o o
v-
I
o
t
o I
I
o>
A o
c/)
CL
"D * Q_
3?
Cf.)
co
C/)
1 O
CO
CM
CO
/
I
I
LO
/
o o
I
LO
X
-2,-
o 3T
o
A
CO
o o JJ
HI T > o>
O'-O"
21'-11 1/4" 7'-5 15/16"
26'-0"
26'-0' 18'-6 1/4" 4'-0 3/4"
7L
2'-0" 2'-0'
~? ~ ~? ~ ~? ~
xA
7^7 FTF' ~FF F7
22. 2^. ^2. ^2. ^2.
X ft FT 7F
A
x
/

3.5" X 5.5" LSL
1.3E HEADER
3.5" X 5.5" LSL
1.3E headef:
3'-2' -=f
3'-2" -?:
’A
■ A
7^7 O)
f^-
LO I
A A
/
LO
CM : =

4
5
I
c
CO
I
KT TK S S S S S S KT C TK S E
J
l_
G3
GARAGEKEYPLAN&WALLFRAMINGELEVATIONS SCREENPORCHKEYPLAN&WALLFRAMINGELEVATIONS
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1’-0’
BUILDINGSCIENCE
CORPORATION
T: (978) 589-5100 F: (978) 589-5103
CONSULTANT:
r n
L j
PROJECT:
NationalInstituteof
NetZeroEnergy
Residential Test
Facility
NIST Campus
Gaithersburg, MD
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
DRAWN BY: HW
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
SCREENPORCH&
GARAGEKEY
PLANS&WALL
FRAMINGELEVS.
o
SCALE AS NOTED
A-107
~I
G2
00
I
I
CO
v|KS
0
E
S
s
s
S
K
S
w
s
s
s
E
5SZ

/

/
/
CM
/
/

/

/
3'-3
1/2
2L*.
2Li
2L*.
^2
2^.
^2
2^.
2^.
^2
^2
2^.
^2
2^.
■PI
77
FF©-
rr
T
r-6
1/2”
4
F
r-6
1/2"
9'-10
3/4”
23'-1"
13'-2
1/4”
23'-1"
O'-O'
G2
r
o
o
CO
ACTIVE
DOOR
o
CD
J
J
L
L

^PASSIVE
DOOR
X
B
,
II
.
II
fxxr
XT
i
G4
,o-,o
21'-5
3/4"
10-8
1/4"
l-£Z
12'-4
3/4"
1’-7
1/4"
r-p
1/2
1
1'-6
1/2
F
L2
FF-
IK
*
SINGLE
2x6
HEADER
SINGLE
2x6
HEADER
l
L-.6
I--,6
CT
W-
w-
l
CM
CM
16
16
/
K
CD
O)
w
E
IX
I
k
s
k
I
I
k
i
I
i
i
i
i
i
i
-r
G4

2'-0' 2'-0" 2'-0"
7^
2x4 VERTICAL WOOD STUD
BLOCKING
X 14" LSL RIM JOIST
1 '-5 1/2 ii
9-1
o
1
T
F
O
i
00
WX14" LSL RIM JOIST
2'-0'
36-0
M
2'-0"
5 6 6.1
4.1 7
8'-0'
7L
7^
F.1
[]
2'-0" 2'-0" 2'-0"
7^ 7 ~
-7<-
[]
t—r F
BLOCKING ALONG RAKE END RIM
JOIST BETWEEN SILL PLATE AND
FLOOR SHEATHING
TRUSS TYPE "E" AT 24" O.C. WITH
TRUSS TYPE "E" AT 24" O.C. WITH
m
m
m
O
o
CN
m
TRUSS TYPE "E1" AT 24" O.C. WITH
A-701, A-702 FOR TRUSS TYPES
WX14" LSL RIM (jOIST
iy4"X1iy4" LSL RIM JOIST
CD
CO
CO
D
BLOCKING ALONG RAKE
END RIM JOIST BETWEEN
SILL PLATE AND GABLE
WALL BOTTOM PLATE
1%" x 11 y4" LSL ENGINEERED
ATTIC JOISTS AT 24" O.C.
tr
o CO
CO
c/3
LU
O
— 14" DEEP OPEN WEB FLOOR
TRUSS TYPE "G" AT 24" O.C.
WITH g" T & G FLOOR
SHEATHING; SEE A-701,
A-702 FOR TRUSS TYPES
iy4"X 11-1/4" LSL
RIM JOIST
B
2'-0" 2'-0" o
CN
A
1)4" X 14" LSL RIM JOIST
A.1
2 3
1 4
2'-0' 2'-0'
■7 ~
F
=i
E
=i
BLOCKING BETWEEN JOISTS
UNDER PARITIONS ALIGNED WITH
J
I
/
E.1
o
WfF
=3
<D
C.1 CO
CO
DASHED LINES INDICATE
STUD WALLS ABOVE
CN
O
CO
1
iy4"X14" LSL RIM JOIST
c
JOIST BETWEEN SILL PLATE AND
FLOOR SHEATHING
I
TRUSS TYPE "F" AT 24" O.C. WITH
A-701,A-702 FOR TRUSS TYPES
7 -
A
2'-0' 2'-0'
-7 ~ 7 ~
iy4-
SECONDFLOOR&LOWERATTICFRAMINGPLAN
SCALE: 1/4" = 1'-0"
JC
O
CL
C/3
co 5
LU g
o
O LU
<-ea
GENERALSHEETNOTES
SUPPLIER.
BUILDINGSCIENCE
CORPORATION
2. EWP CONNECTIONS TO FOLLOW EWP SUPPLIER
INSTRUCTIONS.
PROVIDE ENGINEERED WOOD BLOCKING
BETWEEN JOISTS UNDER PARTITIONS
PARALLEL TO, BUT BETWEEN, JOISTS;
COORDINATE LOCATION OF BLOCKING WITH
MECHANICAL DUCTWORK.
4.
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.
5
CONNECTIONS:
T: (978) 589-5100 F: (978) 589-5103
HD 410 DOUBLE HANGER.
CONSULTANT:
UPLIFT):
7.
TO WALL HEADERS)
r n
SCREWS AT 12" O.C.
JOINTS.
L J
PROJECT:
NationalInstituteof
OSHEETKEYNOTES
NetZeroEnergy
ResidentialTest
Facility
1. END OF FLOOR JOIST TO BE FULL BEARING ON
BEARING WALL BELOW.
2. FOR SIZE AND LOCATION OF HEADERS IN THE
BEARING WALL BELOW, SEE A-108, WALL IB1.
NIST Campus
Gaithersburg, MD
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
CG
DRAWN BY:
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
SECONDFLOOR
LOWERATTIC
FRAMINGPLAN
&
o
SCALE AS NOTED
A-108
:
0
T
I
0
i
n
LU
Tr
o
<
3-10
1/2"
m
x
IT
C/3
L
0
X
00
.0
CN
18'-1
1/4"
ACCtSS
FROM
BELOW
-'j
1
I
O
0
IWCT
^
r
-
t
I
>
F
14'-:
O
I
n
i
h
o
0
ACCESS
FROM
BELOW

CO
-V
01^5'-:
3“T 2' 14'-6 1/2"
4
->H‘-
o>
© h-
05
>
i MASTER BEDROOM
5iA-206 CO
CO
ro
o
3-5" 6-8 1/2" to
3]a-2(|)6
z
03
&
7^ o
:^/2
<
FLOOR
ACCESS
o
LO
F CO
o o 1 CLOSET
i i
3 1/2'
o] tol i-
a -v
CD
SOIL GAS
VENT ^
5 1/2" o CN
CM
©
0/A-206S-
<
Gk
CO N-
§/A-206
3-6 6-3’ LO
ft
CO
CM
©
© BATH #2
oo
<D
/(TTIC ACCESS W)/
PULLDOWN $T^IR
5 1^2" 3-9'
LU
2/A-205
CLOSET
©
HALL
l'-3 1 9-1" 4'-0 1/2" 2' 3 1/2'
5'-9'
r
^-7- 7^ 7^
I
© -BOWN-
O
5 1/2" 5 1/2'
®*
0, . . 5 1/2'
; f~~? ; ■ ~
©
CL.
CD
/ FLOOR
ACCESS
BEARING WALL
±
<TJ
5 1/2"
BEARING WALL
FLOOR ACCESS
7-11 1/2' , 2-9" 3 1/2' 10-8 1/2"
-*7
OPEN
TO
lJ
BELOW
>
lJ
O
^1
CLOSET
CM
BEDROOM 2 BEDROOM 3
CJ
S)
LA]
MASTER
BATH
r;W
A
u
a
A
CM
co
o
I
o
CM
CN
00
00
-V
CO
I
00
LO
CO
10-8 1/2' 10-8 1/2"
9-1
5 6 6.1
4.1 7
36'-0'
7^
8'-2‘ 12-9 1/2" 6-7 1/2' 2’-0"
4'-5'
7^ <- 7^ 7^ 7^
f"
tL
OL dL
2-0
M
8-10" 8-10 M
2-0
7-2" 7’-2'
7L 7" 7L 7 ~
____I
CL 0L dL
A
F.1
F
D
B
A
A.1
3 4
2-0’
-7^-
1L
V
o
o
u
2
1
F
r i
E
-
E.1
II
GARAGE ATTIC
ACCES HATCH
I
I
--l-L-
T
C.1
C
A
SECONDFLOORPLAN
SCALE: 1/4" = 1-0"
-v
CO
I
CM
-V
r^
i
05
INSTRUMENTATION CONDUIT
BETWEEN GARAGE ATTIC AND
2ND FLOOR FRAMING
CM
i
CO
GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
1. SECOND FLOOR AREA TO OUTSIDE FACE OF
STUD WALL: 1,191 SQ. FT.
2. DIMENSIONS ARE TO FACE OF STUD UNLESS
OTHERWISE NOTED.
INTERIOR PARTITIONS FRAMED WITH 2x4
3.
4. INTERIOR BEARING WALLS FRAMED WITH 2x6
5. INTERIOR DOORS TO BE CENTERED BETWEEN
THE NEAREST WALL PERPENDICULAR ON
EACH SIDE OF THE DOOR UNLESS OTHERWISE
NOTED.
6. FLOOR ACCESS PANELS FIT WITHIN FRAMING
MEMBERS; SEE FRAMING PLAN. PANELS TO
BE COVERED WITH FINISH FLOORING. SEE
8/A-508.
T: (978) 589-5100 F: (978) 589-5103
SEE A-602 FOR FINISH SCHEDULE.
7.
8. REFER TO POCKET DOOR FRAME KIT
INSTALLATION INSTRUCTIONS TO DETERMINE
ROUGH OPENING FOR POCKET DOOR.
CONSULTANT:
OSHEETKEYNOTES
1. INSTRUMENTATION CONDUIT FROM GARAGE
ATTIC (THROUGH BREEZEWAY) TO ENTER
WALL THROUGH RIM JOIST (IN 2ND FLOOR
FRAMING). PENETRATION "E10", SEE A-603 FOR
PENETRATION SCHEDULE.
r n
2. AIR RETURN FOR FCU-1 LOCATED IN WALL
ABOVE DOOR
L J
PROJECT:
NationalInstituteof
NetZeroEnergy
Residential Test
Facility
oDOORKEY
NIST Campus
Gaithersburg, MD
1. 1 ’-8" x 6’-8" LH
2. (2) T-10" x 6’-8"
3. 2-4" x 6-8" LH
4. 2-4" x 6-8" RH
2-4" x 6-8" POCKET
5.
6. 2-6" x 6-8" RH
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
7. 2-6" x 6-8" LH
ENERGY
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
3'-0" x 6'-8" POCKET
12.
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' PROJECT NO: NIST NZERTF
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
18. 6'-0" x 6'-8" (1) LH PANEL, (1) FIXED PANEL
CG
DRAWN BY:
19. 3-0" x 6-8" RH
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
SECOND FLOOR
PLAN
i
o
SCALE AS NOTED z
A-109
O
O
CN
CM
©
H
LU
=
H
4©
z-.e
§
7
LJ
CO
10'-8”
4'-6
1/2"
6-10
1/2'
©
o
■v
1/A-206
2/A-206
co
6
SHELVES
CM
To
4
F
4
..8-6
I,
-6©P
2-7'
6-10
1/2'
ir-2"
©
4
o
L
?
rv
rvj
o
LO
CM
4-
4

GENERALSHEETNOTES
O'-O"
REAR WALL FRAMING ELEVATIONS DRAWN AS
SEEN FROM INTERIOR; INTERIOR BEARING
WALL FRAMING ELEVATION DRAWN AS SEEN
FROM THE FRONT; ALL OTHER ELEVATIONS
1.
O'-O’
BUILDINGSCIENCE
CORPORATION
32'-0" 26'-6" 12'-11 6-3 1/2" 7 “
36'-0' 34-0 1/4’ 28'-11 3/4" 25'-5" 22'-6 1/2' 12-9 3/4’ 4-10 1/4'
32'-0" 9-2" 2'-6 1/2'
2T-2"
7
7 “
36'-0' 31-3 3/4" 25-11 1/4" 22’-9 1/2' 13-5 1/2" 9-9 1/4' 2'-1 3/4'
2'-0"
7^
2 IK
IK 2. TYPICAL WALL HEIGHT = 9'-1".
3.5" x 11.25" LSL 1.3E BEAM
(FLUSH FRAMED)
3. TYPICAL SECOND FLOOR WINDOW FRAMING
HEAD HEIGHT = 7'-7 1/2".

s m
/ / /
-----------“r=
o
' 5" LSL
ADER =
3.5" x 5.5" LSL
1.3E HEADER
3.5" x 5.5" LSL
1.3E HEADER
3.5" x li
1.3E F
o

/ V 4. WINDOW AND EXTERIOR DOOR FRAMING
/
2 17)
00 CM CD CD
/ 5.5" x 3.5' 5.5" x 3.5"
LSL. 1.3E
HEADER
(FLATWISE)
2'-9 1/2"
5.5"): 3.5"
LSL 1.3E
HEADER
(FLAT/VISE)
5.5" x 3.5' 5.5" x 3.5"
LSL 1.3E
HEADER
(FLATWISE)
I I
2"
I"
5' CN OJ
G G
LSL 1.3E LSL 1.3E
HEADER
(FLA'"WISE)
2'-C| 1/2"
/ /
CO <- 7"
HEADER
(FLATWISE)
Z—X—V
71
is
SPECIFIED ROUGH OPENING WIDTH BY
ADDING V2" TO EACH SIDE.
ADDING©’ TO THE TOP AND 1" TO THE
BOTTOM.
C: FRAMING HEIGHT FOR DOORS:
ADDING 1/2" TO THE TOP.
LUMBER.
o
3'-6
3'-@*'
E E CO
I
/ / / /
o
CT>
1/2' 2'-4 1/2" 2'-5 1/2' 7 !
2'-5 9'-1"
"2 7 © V © -A
y v 7 " 7 "
© fc©
© © Ss®
CM
T 7 2
r
/ 1
x
7
CM CM CM
co V
L
L

X X 7“
CT> 05 O) CT> CT>
00 X X X X X X X
-t*
CD CD CD CD CD
V. m
© X. © © © © 2 M X. UK 30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
2 2 2 2 2 2 2 2 2
c tR
2 2 2
SKT
2 2 2
C Tk
Xr
E KT TK S TK TK KT TKS SS KT TK S S TK TK E S KT C S KT C TK S :
2 2
+ CO
C/D
7
CO :22r
2
IB2
2
.©
H12 CO
T
X4
£ o
i
£ LO
2
2 , 2'-5" oc
5.
7 ! '
LU
O CONSULTANT:
D
^4
o Q CO
X©
LU
o ,7 V
ON THE FRAMING ORDER TO 10% OR LESS.'
CO
77
V CM
7
2 2
7T CP
vr
7
X
2
7
CM
5'-4"
i
7. STRUCTURAL SHEATHING CONNECTIONS (TO
RESIST ROOF UPLIFT):
I
H12 CM
fO
O
I *7 CD
i
CD 1
LAP SHEATHING ON RAFTER RIM BOARD:
MINIMUM 8d NAILS AT 3" O.C.
o
"x
CO
CO
ro
ro
00
X 2 2
V 2
00
■>
©
<© 12
©
HORIZONTAL SHEATHING EDGES AT BLOCKING
OR FRAMING: MINIMUM 8d NAILS AT 3" O.C.
fO
C
1"
X
CD
00 I
2
vn HORIZONTAL SHEATHING EDGES BELOW
SECOND FLOOR: MINIMUM 8d NAILS AT 6" O.C.
W
7 CO
5-7" CO o
k CM
O CM
S
GO
/x
>
ro
I r n
OSHEETKEYNOTES
Z
2
r
©. 2
2-5"
2 2
-7T
©
1
9'-1" 2”’ Q o
I
0) V
CM
7
V
CO
rv
x
I
£
ro
v
m m
X X'
D
L J
m
O m
m
73 w
©
CO
CO
CO
co
PROJECT:
CO
(J)
CJ)
NationalInstituteof
CO
CO 77
CD
CD
1
1
00
00
CO
CO
CO
77T
NetZeroEnergy
ResidentialTest
Facility
X X

JOT non L CO
00
CO
CD
©—©—"a O
-m
o
IB2
ro
o ■V <n
X X
ur
O
o
CD
NIST Campus
Gaithersburg, MD
co
V
1
©
—V
<0-
7^
CD
CO
00
CO
T
5
CN
CO
CM
I
CO
TT’'
o
CO
CO
40
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
9'-1"
ENERGY
co
V
2
CCL
'
f 9'-1
7 — 7—
z:
7
7
m Mil------ ran m—n
X
I__ ____I
GO GO
■xj
H9
o
r^-
X
ro
O'-O'
32’-0" 28’-5 1/2" 17'-9 3/4" 10'-9 1/2' 7—
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
32-0" 21’-2 1/2' 14'-2 1/4" 3'-6 1/2'
T7-
1/2" 4'x8' PLYWOOD
STRUCTURAL SHEATHING,
TYPICAL
7—
DRAWN BY: HW
2'-0"
/
ZL
2 CHECKED BY: BP
TO
4.
CO
/
^ X ^ X
COPYRIGHT © 2009
/ /

^£1. 2X. ^£l. X
CO-
/ ©
M
3.5" x 7.25" LSL
1.3E HEADER
3.5" X 5.5" LS L
1.3E HEADER
3.5" x 7.25" LSL
1.3E HEADER
/
SHEET TITLE:
o CO
1" 3'-4 1/2' r
7' 7' 00
/
© © -© ©
~!
CO
1 1
SECONDFLOOR
KEYPLAN&WALL
FRAMING
ELEVATIONS
O LO IO LO
/ /
B B B B B CO
00
/

2x4 STUD FOR STRUCTURAl
SHEATHING ATTACHMENT,
TYPICAL
CO
ro
/ ©
k CO
00
^v
vr X
o
CO
2 2 2
© x © 2 © 2 J© 2 2 2
2 CO
2
2 2 2 2
c tT
x- X X X
S KT C C SKT TKS KT C c: c C TJ S
©L
4^
2
co
-m
-----V 1
co
2 CL
O
SCALE AS NOTED
H9 z
2------V
SECONDFLOORKEYPLAN&WALLFRAMINGELEVATIONS
A-110
SCALE: 1/4" = 1'-0"

DOUBLE JOIST
©
1
©
CONTINUOUS 3-1/2" x 11-1/4" LSL 1.3E
FLUSH FRAMED HEADER
CO
J
DOUBLE JOIST
-v
UTIL
n SHAFT
.-v
CN
2
t
■It
r-: 1/4’
7'-1 1/4’ 4'-6"
DOUBLE JOIST
2
©
5 6 6.1
4.1 7
32-0' 2-0"
7^ 7^
F.1
ATTIC JOIST ADJACENT TO
ROOF RAFTER, TYPICAL
x 11-1/4" RIM LSL
BOARD
2'-0' 2'-0' 2'-0' 2-0" ,2’-1 1/2"
7L 7" 7" 7^
F
-v
2x4 VERTICAL WD STUD
JOIST BETWEEN TOP PLATE OF
WALL BELOW AND BOTTOM PLATE
OF GABLE WALL
1)4" x 11)4" LSL RIM JOIST
o
o
CN
BLOCKING AT 2'-0" O.C.
if
/ 2x6 VERTICAL WD STUD GABLE
WALL (BALLOON FRAME) ON TOP
PLATE AT 2ND FLOOR FRAMING
D
J
2 x 6 WD STUD 24 O.C. BEARING WALL
CONTINUES TO ROOF RAFTERS ABOVE
i
CD
CO
OF GABLE WALL
i
B
= A
A.1
2 3
1 4
2'-0'
-7^- ■7 ~
1-1/4’
/ 1
-10 1/2’ 2'-0 2'-0'
7L
7 ~
F
OF GABLE WALL
E
iy4"X1iy4" LSL RIM JOIST
BLOCKING AT 2’-0” O.C.
©
E.1
rl
2x6 VERTICAL WD STUD GABLE
WALL (BALLOON FRAME) ON TOP
PLATE AT 2ND FLOOR FRAMING
C.1 7 ~
ar
w
hr
C
OF GABLE WALL
A
1-1/4" x 11-1/4” LSL RIM
BOARD
ATTICFRAMINGPLAN
SCALE: 1/4” = 1’-0"
GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
SUPPLIER.
2. EWP CONNECTIONS TO FOLLOW EWP SUPPLIER
INSTRUCTIONS.
GENERAL STRUCTURAL FRAMING
CONNECTIONS:
4.
5. STRUCTURAL FRAMING CONNECTIONS FOR
UPLIFT):
T: (978) 589-5100 F: (978) 589-5103
CONSULTANT:
TO WALL HEADERS)
SOLE PLATE TO FLOOR DECK: (2) #8x3” WOOD
SCREWS AT 12” O.C.
JOINTS.
r n
QSHEETKEYNOTES
FOR LOCATION OF FLUSH FRAMED
HEADER AND SUPPORT, SEE A-110,
WALL IB2
1. L J
PROJECT:
2. FOR SIZE AND LOCATION OF
HEADERS IN THE BEARING WALL
BELOW SEE A-110, WALL IB2. NationalInstituteof
NetZeroEnergy
ResidentialTest
Facility
NIST Campus
Gaithersburg, MD
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
CG
DRAWN BY:
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
ATTIC FRAMING
PLAN
o
SCALE AS NOTED
A-111
1
3
/
4
"
X11
y
4
"
LSL
ENGINEERED
CEILING
JOISTS
AT
24”
O.C.
1%"
X
11K"
LSL
ENGINEERED
CEILING
JOISTS
AT
24”
O.C.

4:12 SLOPED
ROOF RAFTER
/
BEARING WALL (2 x 6 @ 24 " O.C.)
EXTENDED TO SUPPORT ROOF
RAFTERS
4:12 SLOPED
ROOF RAFTER
9.67:12 SLOPED
LEDGER BOARD
1-1/4" x 11%" IISL RIM
BOARD
2-0 2-0 2-0
7L
9.67:12 SLOPED
LEDGER BOARD
4:12 SLOPED ROOF RAFTER
WOOD BLOCKING
BETWEEN TRUSSES
2x6 RAFTER PLATE ON
Vs FLOOR SHEATHING
2x6 RAFTER PLATE ON
Vs FLOOR SHEATHING
F
9.67:12 SLOPED
LEDGER BOARD
o
o
CM
FRAMING MEMBERS FOR
ONE-STORY ROOM BELOW
2x6 RAFTER P .ATE
2'-0" 2 x 12 RIM BOARD
2'-0"
D
2x14 RIDGE BOARD
CD
CD
2x6 RAFTER P.ATE
ON CEILING JOISTS
WOOD BLOCKING
BETWEEN UPPER
RAFTERS
B
O
CM
A
2x12 RIM BOARD
FRAMING MEMBERS FOR
ONE-STORY ROOM BELOW
2x6 RAFTER PLATE ON
Vs" FLOOR S HEATHING
A.1
5 6 6.1 7
2'-°" 8'-0'
F.1
o
o
ATTIC ACCESS
o
CO
it:
4:12 SLOPED ROOF RAFTER
4.1
32'-0'
1-1/4" x 1iy4" LSL RIM
BOARD
2 3
1 4
26-0' 2-0" ,
7L
2x6 RAFTER PLATE ON
Vs" FLOOR SHEATHING
2-0' 2'-0'
2'-0'
*
—? ~
F
2'-0' 2'-0'
-7—
E Jr
E.1
o
CM
C.1
c
A
ROOFFRAMINGPLAN
SCALE: 1/4" = 1'-0"
?s:
9.67:12 SLOPED
LEDGER BOARD
GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
SUPPLIER.
EWP CONNECTIONS TO FOLLOW EWP SUPPLIER
INSTRUCTIONS.
2.
4. SAWN LUMBER RAFTERS AND BLOCKING TO BE
FSC CERTIFIED.
CONNECTIONS:
T: (978) 589-5100 F: (978) 589-5103
6. 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.
UPLIFT):
CONSULTANT:
TO WALL HEADERS)
r n
SCREWS AT 12" O.C.
JOINTS.
L J
PROJECT:
NationalInstituteof
NetZeroEnergy
ResidentialTest
Facility
OSHEETKEYNOTES
NIST Campus
Gaithersburg, MD
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
CG
DRAWN BY:
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
ROOF FRAMING
PLAN
o
SCALE AS NOTED
A-112
1%"
X
1
V/s
LSL
ENGINEERED
ROOF
RAFTERS
AT
24"
O.C.
WITH
4"
PLYWOOD
SHEATHING
WITH
H-CLIPS
Q
7)
<
O
m
m
O
Q
cr
1
1%"
x
1
V/s"
LSL
ENGINEERED
ROOF
RAFTERS
AT
24'
|
O.C.
WITH
4"
PLYWOOD
SHEATHING
WITH
H-CLIPS
cn
4^
X
2X12
COMMON
RAFTERS
AT
24"
O.C.;
1/2"
PLYWOOD
SHEATHING
WITH
H-CLIPS
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
1
I

GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
1. ROOF PENETRATIONS TO BE LOCATED SO AS
TO AVOID POSSIBILITY OF SHADING
PHOTOVOLTAIC ARRAY.
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.
2.
5 6 6.1
2 3 4.1
1 4 7
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.
32'-0'
2-0' 2'-0" 8-0’
7^ 7^ 7 ~ 7 ~ 7 ~
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.
T: (978) 589-5100 F: (978) 589-5103
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.
5.
Cl
CONSULTANT:
o
o
SEE A-603 FOR PENETRATION SCHEDULE.
6.
LINE OF CLADDING BELOW
F F
Jr
OSHEETKEYNOTES
LINE OF STUD WALLS BELOW
r n
I
E <D
CD
1
LINE OF STUD WALLS BELOW
O)
CM
CM T” "
CD CM
| R1 R2 o
CJ> o
o 0 CM
L J
CM
PROJECT:
SOIL GAS VENT
PENETRATIONKEY
E.1
NationalInstituteof
^r PLUMBING STACK VENT
R1. PLUMBING STACK VENT
CM
R2. SOIL GAS VENT
VERTICAL RACK PV PANEL
MOUNTING SYSTEM, TYP
CONDUIT FOR
PV ARRAY
CONDUIT FOR
PV ARRAY
NetZeroEnergy
ResidentialTest
Facility
R3. PV CONDUIT
o
CM CONDUIT FOR
PV ARRAY
CM
CM -
CD D
r
O R3 R3 O R3
CT>
T
C.1 7 ROW x 6 COLUMN PV ARRAY
CD NIST Campus
Gaithersburg, MD
o>
CM
CM CM
CD
^r CM
3
CD
L J CD OJ
C ct>
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
CD
ENERGY
I*-
I (D C7)
<75
CM
B
Jr
1
o
LINE OF STUD WALLS iBELOW CM
A A
-V
06/29/10 UPDATED
CM CM
r n
co
ID
A.1
i "V
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
SOLAR HOT WATER PANELS
CG
DRAWN BY:
1 1
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
ROOFPLAN
ROOFPLAN o
SCALE AS NOTED
1 SCALE: 1/4" = 1’-0"
A-113

GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
ON THE FRAMING ORDER TO 10% OR LESS
2. STRUCTURAL FRAMING CONNECTIONS FOR 2x4
ROOF OVERHANG OUTRIGGERS (TO RESIST
WIND UPLIFT):
(1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO
RAFTER RIM BOARD;
RAFTER, 4" FROM END OF 2x4.
FRONT PORCH ROOF TO RESIST WIND UPLIFT:
5 6 6.1
2 3 4.1
1 4 7
3.
15'-5" 7^
RAFTER LEDGER TO WALL STUDS: (2) %" LAG
SCREWS AT 24" O.C. (MINIMUM PENETRATION
INTO STUD OF 2");
1'-0" 13'-5" r-o’
----;L 7!------------ 7 ~
■V
r-o1
CEILING JOIST LEDGER TO WALL STUDS: (1) %'
LAG SCREW AT 24" O.C. (MINIMUM
PENETRATION INTO STUD OF 2");
2X4 FASCIA NAIL ER
T: (978) 589-5100 F: (978) 589-5103
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 CEILING JOIST TO LEDGER: 4 16d TOE-NAILS OR
USE USP A3 ANGLE BRACKET.
o
CONSULTANT:
BREEZEWAY:
24'-1 4.
2X12 RAFTERS AT 24" O.C.;
ROOF SHEATHING
WITH H-CLIPS; 2x6 CEILING
JOISTS BELOW AT 24" O.C.
iL
USE TIE STRAP AT EACH RAFTER TO TIE
RAFTERS TO CEILING JOISTS.
22-9'
1'-4" 2X12 LEDGER INSTALLED ON TOP
OF WALL RIGID INSULATION
7'
o 5. STRUCTURAL FRAMING CONNECTIONS FOR
FRONT PORCH AND BREEZEWAY COLUMNS (TO
RESIST WIND UPLIFT):
<j>
L
CM
Zl z
N
F F BEAM TO STRUCTURAL COLUMN AND COLUMN
BASE TO SONOTUBE CONNECTION TO FOLLOW
COLUMN SUPPLIER'S INSTRUCTIONS; UPLIFT
LOAD IS 800 LBS NOMINAL.
-v U t
w ___I J
i
i
2X4 FASCIA NAILER
2X4 OUTLOOK AT 24" O.C. INSTALLED
ON TOP OF ROOF SHEATHING WITHIN
ROOF RIGID INSULATION, TYP.
2X6 FASTENED BACK
--------- — -----------T0-2X8 LEDGER, TYP.
SCREEN PORCH ROOF (TO RESIST WIND UPLIFT
AND FOR BRACING):
/
r i
i
:i 2X LEDGER ON TCP OF
ROOF RIGID INSULATION
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;
E m L
2X8 LEDGER INSTALLED ON TOP
OF WALL RIGID INSULATION 2X4 FASCIA NAIL ER
A-/
2X4 OUTLOOK
24" O.C. INSTALLED
15'-0"
FASTEN PORCH ROOF SHEATHING TO LEDGER
USING 8d COMMON NAILS AT 3" O.C.
"7 ~
4'-0' 7'-0' 4-0'
7 ~ -7<- -7<- 7 ~
L J
2x FRAMING MEMBERS TO BE FSC-CERTIFIED.
7.
OF ROOF SHEATHING
-v
PROJECT:
(2)1.75" x 9.25 LSL 1.55E BEAM
oo i
m.
H m
E.1 J
-V
NationalInstituteof
;l i
m 2X4 FASCIA NAIL ER
OSHEETKEYNOTES
CNJ 1 I
uJ
l±l J 2X4 OUTLOOK AT 24" O.C. INSTALLED
—u
o
2X12 RAFTERS AT 24" O.C. ; §" ROOF
SHEATHING WITH H-CLIPS;
2x6 CEILING JOISTS BELOW AT 24" O.C.
1. CONCEALED HANGER SCREWED THROUGH
INSULATION TO BLOCKING IN HOUSE WALL NetZeroEnergy
ResidentialTest
Facility
LO
-V

CNJ
■
2x12 RIDGE
BOARD
(2)1.75" x 9.25 LSL 1.55E BEAM
"1 CM
J
fry n T3 A
ll
O
D
r j-
— L i
m
m
C.1 "V
m
3 m
00
NIST Campus
Gaithersburg, MD
■
STRUCTURAL COLUMN, TYP.
2X4 FASCIA NAILER m
m
m CO ■'vf
CD
CNJ
r
c I
J' L T
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
2X4 FASCIA NAILER
S)
2X4 OUTLOOK AT 24" O.C. INSTALLED
OF ROOF SHEATHING
1 r
B
■V
HATCH INDICATES EXTENT OF
MAIN HOUSE FRAMING
CD
II It
r n r i r <N
A A
-V
2X LEDGER ON TOP OF ROOF
RIGID INSULATION
OF WALL RIGID INSULATION
1 -3/4" x 9.25 LSL 1,3E BELOW
STRUCTURAL COLUMN, TYP.
/
<D
1 MARK DATE DESCRIPTION
2X4 FASCIA
NAILER
2XLEDGER ON
TOP OF ROOF
RIGID INSULATIO
2X12 RAFTERS AT 24" O.C. ; §" ROOF SHEATHING WITH H-CLIPS;
2x6 CEILING JOISTS BELOW AT 24" O.C. K ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
CNJ
LD O
CD
(2)1.75" x 9.25 LSL 1.55E BEAM (2)1.75" x 9.25 LSL 1.55E BEAM (2)1.75" x 9.25 LSL 1.55E BEAM l PROJECT NO: NIST NZERTF
z. ii! A.1
-v A-PLOT-PLAN-NZERTF
CAD DWG FILE:
2X4 FASCIA NAILER (2) 1-3/4" x 9.25" L
1.3E BELOW
3L 00
CG
DRAWN BY:
-v -N-
CHECKED BY: BP
, 2'-0'
1'-(» 1/2"
2'-0" ,
1'-6 1/2'
7 ~ V- v-
COPYRIGHT © 2009
ir-11" 11'-7'
11 ’-7'
7 — v- 7 7 — 7 ~
1-9 1/2'
-9 1/2'
1
SHEET TITLE:
6-8' 1'-4"
7 ~ / y-
LOWERROOF
OVERHANG
FRAMINGPLAN
38-8' 8-0'
7 — 7
I
LOWERROOFOVERHANGFRAMINGPLAN o
SCALE AS NOTED z
1 SCALE: 1/4" = 1'-0"
A-114

GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
ON THE FRAMING ORDER TO 10% OR LESS
2. STRUCTURAL FRAMING CONNECTIONS FOR 2x4
ROOF OVERHANG OUTRIGGERS (TO RESIST
WIND UPLIFT):
RAFTER RIM BOARD;
RAFTER, 4" FROM END OF 2x4.
2x FRAMING MEMBERS TO BE FSC-CERTIFIED.
5 6 6.1
2 3 4.1
1 4 7
3.
F.1
f" 30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
CONSULTANT:
34-8'
1-4" , 2-0 28’-0’ ■ 2-0" r-4"
7^ 7^ 7 “
“V
LO
CM
Irtt

CM
F F
-V
OSHEETKEYNOTES
ii—
i
o o
CM CM
-V
r n
i
r i
E
f
*
L J
L
PROJECT:
E.1 in n
NationalInstituteof
r-: v;
X i
.J,
pi
CO CM
CO
NetZeroEnergy
ResidentialTest
Facility
CO -T]-
CM CO
CO
CO
D
I
jj-
C.1
NIST Campus
Gaithersburg, MD
4f
-j|
•*r
&
2X4 FASCIA NAILER, TYP.
c I_ 2X4 OUTLOOK AT 24" O.C. INSTALLED
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
■M-
2X4 INSTALLED ON TOP
OF ROOF SHEATHING, TYP.
r,J
±
-zs
i
HATCH INDICATES EXTENT OF
MAIN HOUSE FRAMING
B
t
I
O O
I I
CM CM
I
A A
-V -V
I
U
CM CM
■v ■V ■V ■V
1’-4" 2-0 28’-0' 2’-0" 1’-4"
-7^-
7
34-8' PROJECT NO: NIST NZERTF
A.1 A-PLOT-PLAN-NZERTF
CAD DWG FILE:
CG
DRAWN BY:
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
UPPERROOF
OVERHANG
FRAMINGPLAN
i
UPPERROOFOVERHANGFRAMINGPLAN o
SCALE AS NOTED z
1 SCALE: 1/4" = 1'-0"
A-115

FIRSTFLOORREFLECTEDCEILINGPLAN
SCALE: 1/4"= 1'-0 ii
r
-i
i HT
i EQ. EQ.
O -7
+ CO
LU ■7 ■
I -V CM
CM
,S4
0
LU
2'-8
11
0
0 LU
LU
IEI -v
EQ. EQ.
a
LU
2'-0' 2'-0'
:S4 -v
7L 7^ 7L
■^7
EQ. EQ. CO
-p -
CM
SLOPED
CEILING
CO
I
O
a LU
R4;
LU
r-6 1/2"
7 ^
a
LU
I I I 7,
EQ. EQ.
O -7
0
ACCESS -
ATTIC PULL
DOWN STAIR
LU
LU
EQ.
EQ.
MR4
+
~A
a o
2-0 M2'K LU U
iV
I I II UJ
!r
1'-1 3/4’ 1'-1 3/4’ --
3'-6 1/4'
CM
4-4" 1
CM LO
O
1/2
M
CO
f
a 0
CO
CO
LU LU
Kl
EQ. EQ. EQ. EQ.
7L 7L
"7
-v
-v -v
EQ. EQ.
7L - ^
“7
5> CM
a o
(J)
LU LU
CD
I__
SECONDFLOORREFLECTEDCEILINGPLAN
SCALE: 1/4" = 1'-0"
SLOPED
CEILING
10 1/2
11
CM
CM
CO
o I
CM
CO
;R3
5-11 1/4’
11-1
M
5-11 1/4’
10 1/2"
CM
CM
O
CO
I
I
CO
CM
■r
’c
&-8" A.F.F. 7’-6" A.F.F.
GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
1. 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.
DIMENSIONS ARE TO FACE OF STUD AND
CENTER OF CEILING ELEMENT.
4.
SITE-BUILT ACCESS PANELS FIT WITHIN
FRAMING MEMBERS ABOVE. SEE FRAMING
PLANS FOR SIZE AND LOCATION. APPLY
1-1/2" x %" FLAT TRIM AROUND EDGE OF
PANEL. PANEL TO BE FASTENED AND
REMOVABLE FROM BELOW WITHOUT
REMOVING THE TRIM. PANEL FINISH TO
MATCH CEILING FINISH. SEE 7/A-508.
5.
T: (978) 589-5100 F: (978) 589-5103
CROWN MOULDING EXTENDS 5" FROM GWB,
SEE INTERIOR ELEVATIONS FOR EXTENT OF
CROWN MOULDING.
6.
CONSULTANT:
r n
L j
PROJECT:
NationalInstituteof
NetZeroEnergy
Residential Test
Facility
NIST Campus
Gaithersburg, MD
MSS
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
CG
DRAWN BY:
CHECKED BY: BP
COPYRIGHT © 2009
SHEET TITLE:
FIRST&SECOND
FLOORREFLECTED
CEILINGPLANS
o
SCALE AS NOTED
A-121
T
EQ.
EQ.
„6-,8
O
e
o
m
m
*
~o
-Y-
3-0
1/2"
3-0
1/2"
o
CD
TO
TO
o
o
m
m
4^
4^
o
o
¥-
EQ.
EQ.
CO
CO
4.
4-
ACCESS
PANEL
□
7'-6"
A.F.F.
IM)
00
CM
CM
CM
EQ.
EQ.
4.
CM
D
*
A
an
-4-
o
EQ.
EQ.
4
CO
TO
m
CM
TO
CM
ro
ro
TO
TO
TO
ACCESS
PANEL
o
^7
CM
o
m
co
r
“F
7'-9"
A.F.F.
CN
TO
I
I
+
CO
¥■
3'-2'
4'-3"
4'-4
1/2"
o
2'-7
3/4"
1
CO
CO
CM
I'D
•v
-v
CM
U
*
CO
O
CO
CO
■
'Jr

CO
LO
m
CM
CM
o
CM
CM
CM
CM
4
CH
TO
m
CO
Ob
o
CO
GO
4
II
6'-8"
A.F.F.
II
0
m
CO
4^
LO
-Y
EQ.
EQ.
-V
TO
EQ.
EQ.
-4
4
LL
EQ.
0
EQ.
0
EQ.
,
EQ.
ACCESS
PANEL
LL
m
m
-Y
<
4^
4-4'
TO
00
CO
CO
0
-4
-4
4-
,.t7/e
l
-
z
m
CM
n
4,
4,
J
L
-----------
1

GENERALSHEETNOTES
B D F
A.1 A
BUILDINGSCIENCE
CORPORATION
1. FIRST FLOOR SOFFITS AND SECOND FLOOR
SOFFITS TO ALIGN AROUND PERIMETER OF
HOUSE.
SEE A-601 FOR WINDOW SCHEDULE.
2.
3. SEE A-603 FOR PENETRATION SCHEDULE.
1 SIDING TO BE PAINTED P-12.
4.
A-304
ALL TRIM AND SOFFITS TO BE PAINTED P-13.
5.
SOIL GAS
VENT
12 ALL DOORS TO BE PAINTED P-14.
6.
12
©
©
4

CEILINGS OF PORCHES AND BREEZEWAY TO
BE PAINTED P-15.
7.
4
R2
FRONT PORCH AND BREEZEWAY COLUMNS
TO BE PAINTED P-13.
8.
©
12 12 9. EL. +0'-0" IN THE ARCHITECTURAL DRAWINGS
DRAWINGS.
9.67 9.67
T: (978) 589-5100 F: (978) 589-5103
IF THE HIGH VELOCITY HVAC OPTION IS NOT
AWARDED, THE PENETRATION FOR THE
CONNECTION WILL NOT BE PROVIDED.
10.
4 B.O. CEILING JOISTS ALIGN
EL. +19-7 1/4ii
<£>
2k 2k 2k
OSHEETKEYNOTES
2
©
D
© CONSULTANT:
1. ASPHALT ROOF SHINGLES
(*>
B 2. 1" x 8f" FRIEZE BOARD TRIM MOULDING
f x 8 TRIM WITH 3" CROWN MOULDING
1" X 85" TRIM
FIBER CEMENT SIDING, 4" EXPOSURE
2x2 TRIM
12
12
22 12 3.
9.67
12 9.67 4
4 4.
12
4 5.
$
T.O. SECOND FLOOR SUBFLOOR
EL. +10-6 1/411
6.
ALIGN
f x 10 TRIM
1" x 4 5" WINDOW TRIM
BUILT-UP WINDOW CROWN
1" x 6" DOOR TRIM
7.
©
$
B.O. FLOOR JOISTS 2k
±k 2k 2k.
EL. +9'-3 3/811
8.
24
© 9.
F F r n
23 10.
28
BUILT-UP DOOR CROWN
5/4 x 8 TRIM
f x 6 RAKE EDGE TRIM WITH 3" CROWN
MOULDING
11.
I
CONDUIT FOR FUTURE GAS
FURNACE SUPPLY/EXHAUST 12.
A A
13.
© E3
U E3 □ E3 □ E3
E4
1" x 81" BEAM TRIM
EGRESS WINDOW WELL AND LADDER
©© 14.
T.O. FIRST FLOOR SUBFLOOR F'0 F9
F4 F10 E11 E11
15.
$
Or
EL. +0-2 3/8
II
L J
CONNECTION FOR
FUTURE MULTISPLIT
OUTDOOR UNIT 1'5
T.O. FOUNDATION WALL r 16. STONE VENEER AT GARAGE FOUNDATION WALL
/
CONDUIT SUMP
PUMP OUTLET r 29
EL. +0-0 PROJECT:
17. CONCRETE DECK
CONNECTION
FOR FUTURE
AIR-TO-AIR
OUTDOOR UNIT
CONNECTION
FOR CENTRAL
AIR-TO-AIR
OUTDOOR UNIT
© 18. CONCRETE WALL WITH STONE VENEER EDGES
CONNECTION FOR FUTURE
HIGH VELOCITY HVAC
AIR-TO-AIR OUTDOOR UNIT
(SEE GENERAL SHEET
NOTE #10)
JHI
Jt
NationalInstituteof
19. LOAD-BEARING COLUMN
B 20. EXTERIOR LANTERN
21. PV ARRAY
J'L
NetZeroEnergy
ResidentialTest
Facility
22. SOLAR COLLECTOR (HOT WATER SYSTEM)
23. SCREEN PANEL
l_ J
RIGHTSIDE(EAST)ELEVATION
2 SCALE: 1/4" = 1'-0" 24. PREFABRICATED PILASTER
25. FIBER CEMENT PANEL
5
1 2 3 6
4 7
26. FIBER CEMENT TRIM
NIST Campus
Gaithersburg, MD
27. 2" SILL
28. KICK-OUT FLASHING
29. ALUMINUM COIL STOCK COVERING
1 2 1 1 1
A-305 A-305 A-303 A-302 A-301
OWINDOWKEY
A. 3-0" x 5'-5" DH
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
3'-2^" x 5-2" DH
B.
© c. 2'-1" x 3'-7" DH
© D. 2'-8" x 2'-3" AWN
E. 2'-3" x 4'-0" DH
© B.O. CEILING JOISTS 3'-4" x 2'-3" AWN
F.
EL. +19-7 1/4II
08/03/10 UPDATED
G. 3'-4" x 2'-7" AWN
8
2 07/27/10 UPDATED
06/29/10 UPDATED
© PENETRATIONKEY
©
©
©
© ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
B B B B B E1. COLLECTOR PANEL CONDUIT
EXTERIOR LANTERN
E2.
© E3. WEATHER PROTECTED OUTLET A-PLOT-ELEV-NZERTF
CAD DWG FILE:
T.O. SECOND FLOOR SUBFLOOR CG
DRAWN BY:
E1 E1 E4. CONDUIT FOR FUTURE GAS FURNACE
EL. +10-6 1/411
©
CHECKED BY: BP
E5. DRYER VENT
* B.O. FLOOR JOISTS COPYRIGHT © 2009
E6. RANGE HOOD VENT
EL. +9'-3 3/811
© HRV EXHAUST
E7. SHEET TITLE:
<•>
A A E8. HRV INLET
E2 E2
□□□□ □□□□
□□□□ EXTERIOR
ELEVATIONS
<Z> E9. INSTRUMENTATION CONDUIT
E2 E2 A A A A A
19
29
E10. CONDUIT FOR FUTURE GAS WATER HEATER
©
A
/ E11. FUTURE MULTI-SPLIT OUTDOOR UNIT
CONNECTION
T.O. FIRST FLOOR SUBFLOOR ^
16
EL. +0-2 3/8
=«^=
I E12. HOSE BIBB
OUNDAT ON WALL
CONDUIT FOR COLLECTOR PANEL THROUGH
WALL AT RIM JOIST UNDER FRONT PORCH
ROOF
I
L. +0'-0 F4. SUMP PUMP OUTLET o
SCALE AS NOTED z
r
■ !
F9. AIR-TO-AIR OUTDOOR UNIT CONNECTION
O. GARAGE SLAB (LOWEST PT) A,
EL. -2'-4" (458.3T)
T.
CONNECTION
A-201
FRONT(SOUTH)ELEVATION
1 R1. PLUMBING STACK VENT
SCALE: 1/4" = 1'-0"
R2. SOIL GAS VENT

GENERALSHEETNOTES
F D B
E C A A.1
BUILDINGSCIENCE
CORPORATION
HOUSE.
I SEE A-601 FOR WINDOW SCHEDULE.
2.
1 SIDING TO BE PAINTED P-12.
4.
A-304
5.
PLUMBING
STACK VENT
ALL DOORS TO BE PAINTED P-14.
6.
I 12
4 12 CEILINGS OF PORCHES AND BREEZEWAY TO
BE PAINTED P-15.
7.
4
R1
© FRONT PORCH AND BREEZEWAY COLUMNS
TO BE PAINTED P-13.
8.
12 12 9. EL. +0'-0" IN THE ARCHITECTURAL DRAWINGS
DRAWINGS.
13
9.67 9.67
12 30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
<E>
4 B.O. CEILING JOISTS
OSHEETKEYNOTES
ALIGN
EL. +19-7 1/4n
©
©
± 2
D
© CONSULTANT:
1" x 8f" FRIEZE BOARD TRIM MOULDING
1" X 85" TRIM
2x2 TRIM
f x 10 TRIM
1"x4 WINDOW TRIM
1" x 6" DOOR TRIM
BUILT-UP DOOR CROWN
5/4 x 8 TRIM
2.
© © 3.
A 4.
© 12 22
I 5.
4
12
23 6.
4
HRV
4 T.O. SECOND FLOOR SUBFLOOR 7.
INLET
E9
EL. +10-6 1/4" □ 8.
O
ALIGN
E8
± 9.
4 B.O. FLOOR JOISTS ^lz
EL. +9-3 3/8" 10.
:
© 11.
r n
© 12.
27 E2
© f x 6 RAKE EDGE TRIM WITH 3" CROWN
MOULDING
1" x 81" BEAM TRIM
STONE VENEER AT GARAGE FOUNDATION WALL
13.
25
A
28
©© 14.
E3
E3 19
15.
o □
© 16.
4 T.O. FIRST FLOOR SUBFLOOR
17. CONCRETE DECK
EL. +0-2 3/8" tr
L J
CONCRETE WALL WITH STONE VENEER EDGES
T.O. FOUNDATION WALL 18.
©
EL. +0-011
PROJECT:
□
CONDUIT FOR INSTRUMENTATION
THROUGH WALL AT RIM JOIST
UNDER BREEZEWAY ROOF
20. EXTERIOR LANTERN
NationalInstituteof
4 T.O. GARAGE SLAB (LOWEST PT)
EL. -2'-4" 21. PV ARRAY
23. SCREEN PANEL
NetZeroEnergy
Residential Test
Facility
LEFTSIDE(WEST)ELEVATION 24. PREFABRICATED PILASTER
2 25. FIBER CEMENT PANEL
SCALE: 1/4" = 1'-0"
5
6 4 3 2 1
7 27. 2" SILL
NIST Campus
Gaithersburg, MD
I I I
1 1 1 3 1
A-301 A-302 A-303 A-305 A-305
oWINDOWKEY
I I I
R2 R1 A. 3-0" x 5'-5" DH
SOIL GAS
VENT 3'-25" x 5'-2" DH
B.
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
© ENERGY
c. 2'-1" x 3'-7" DH
PLUMBING
STACK VENT
© 2'-8" x 2'-3" AWN
D.
I I I
I
© E. 2'-3" x 4'-0" DH
F. 3-4" x 2'-3" AWN
4 B.O. CEILING JOISTS
EL. +19-7 1/411
G. 3-4" x 2'-7" AWN
©
I I I 08/03/10 UPDATED
cm rm <*>
<D 07/27/10 UPDATED
□m □m
G G
PENETRATIONKEY 06/29/10 UPDATED
E E
© COLLECTOR PANEL CONDUIT
E1.
I I I E2. EXTERIOR LANTERN
E3. WEATHER PROTECTED OUTLET
DRYER VENT RANGE HOOD HRV EXHAUST
IN SOFFIT — VENT IN SOFFIT " IN SOFFIT
4 T.O. SECOND FLOOR SUBFLOOR A-PLOT-ELEV-NZERTF
CAD DWG FILE:
CONDUIT FOR FUTURE GAS FURNACE
E4.
EL. +10-6 1/4" CG
a hi DRAWN BY:
t±
m
3 E5. DRYER VENT
XL n xu f CHECKED BY: BP
4 B.O. FLOOR JOISTS E6
E5 E7
E6. RANGE HOOD VENT
EL. +9-3 3/8"
© COPYRIGHT © 2009
an □m E7. HRV EXHAUST
©
rn nnn SHEET TITLE:
© E8. HRV INLET
E2 E2
C C
19
E E
© E9. INSTRUMENTATION CONDUIT
EXTERIOR
ELEVATIONS
A
27
© E10. CONDUIT FOR FUTURE GAS WATER HEATER
A A
E3
ZL
?| E12
O E10 E11. FUTURE MULTI-SPLIT OUTDOOR UNIT
CONNECTION
E3
4 T.O. FIRST FLOOR SUBFLOOR
©© E3 O
EL. +0-2 3/8"
I I
T E12. HOSE BIBB
4 T.O. FOUNDATION WALL L.
EL. +0-0M
o()o F4. SUMP PUMP OUTLET
I
29 cr
HOSE O
SCALE AS NOTED
AIR-TO-AIR OUTDOOR UNIT CONNECTION
F9. z
CONDUIT FOR FUTURE GAS WATER
HEATER SUPPLY/EXHAUST
BIBB
4 T.O. GARAGE SLAB (LOWEST PT)
FUTURE AIR-TO-AIR OUTDOOR UNIT
CONNECTION
F10.
EL. -2'-411
A-202
REAR(NORTH)ELEVATION R1. PLUMBING STACK VENT
SCALE: 1/4" = 1'-0" R2. SOIL GAS VENT

GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
HOUSE.
SEE A-601 FOR WINDOW SCHEDULE.
2.
SIDING TO BE PAINTED P-12.
4.
5.
E C
ALL DOORS TO BE PAINTED P-14.
6.
CEILINGS OF PORCHES AND BREEZEWAY TO
BE PAINTED P-15.
7.
I FRONT PORCH AND BREEZEWAY COLUMNS
TO BE PAINTED P-13.
8.
9. EL. +0'-0" IN THE ARCHITECTURAL DRAWINGS
DRAWINGS.
T.O. GARAGE ROOF RIDGE
EL. +18-10 30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
12
I 9.67
OSHEETKEYNOTES
12
9.67
CONSULTANT:
1" x 8f" FRIEZE BOARD TRIM MOULDING
1" X 85" TRIM
2x2 TRIM
f x 10 TRIM
1"x4 WINDOW TRIM
1" x 6" DOOR TRIM
BUILT-UP DOOR CROWN
5/4 x 8 TRIM
2.
I
3.
12
13
4 4.
<2> 5.
B.O. CEILING JOISTS 6.
<£>
4
EL. +8-11 4 7.
8.
<4
4) 9.
A <±>
□□□□
□□□□
□□□□ □□□□
□□□
10.
4) 11.
E2 E2 r n
<Z> 12.
f x 6 RAKE EDGE TRIM WITH 3" CROWN
MOULDING
1" x 81" BEAM TRIM
STONE VENEER AT GARAGE FOUNDATION WALL
13.
T.O. HOUSE FOUNDATION WALL
EL. +0-0
14.
f
GARAGE FOUNDATION WALlX 15.
T.O. ;■
EL. -0'-5’ 16.
i-
17. CONCRETE DECK L J
4 GRADE AND T.O. GARAGE SLAB LOWEST POINT
CONCRETE WALL WITH STONE VENEER EDGES
18.
EL. -2'-4
PROJECT:
*
T.O. GARAGE FOOTING
EL. -4-0 20. EXTERIOR LANTERN
NationalInstituteof
21. PV ARRAY
23. SCREEN PANEL
NetZeroEnergy
Residential Test
Facility
LEFTSIDE(WEST)GARAGEELEVATION 24. PREFABRICATED PILASTER
2 25. FIBER CEMENT PANEL
SCALE: 1/4"= 1'-0"
27. 2" SILL
NIST Campus
Gaithersburg, MD
C E
oWINDOWKEY
A. 3-0" x 5-5" DH
I
3-24" x 5'-2" DH
B.
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
c. 2'-1" x 3'-7" DH
$
T.O. GARAGE ROOF RIDGE
2'-8" x 2'-3" AWN
EL. +18-10 D.
12
I E. 2'-3" x 4'-0" DH
9.67
F. 3-4" x 2'-3" AWN
12
G. 3-4" x 2'-7" AWN
9.67
<£>
08/03/10 UPDATED
I 07/27/10 UPDATED
12 06/29/10 UPDATED
13
PENETRATIONKEY
4
E9 12
E1. COLLECTOR PANEL CONDUIT
B.O. CEILING JOISTS
<4
EL. +8-11 E2. EXTERIOR LANTERN
<£>
<s> PROJECT NO: NIST NZERTF
E3. WEATHER PROTECTED OUTLET
A-PLOT-ELEV-NZERTF
CAD DWG FILE:
20
E4. CONDUIT FOR FUTURE GAS FURNACE CG
DRAWN BY:
4)
E2
CHECKED BY: BP
E5. DRYER VENT
4)
1
<=> COPYRIGHT © 2009
E6. RANGE HOOD VENT
<z> E7. HRV EXHAUST
SHEET TITLE:
T.O. HOUSE FOUNDATION WALL
E8. HRV INLET
EL. +0-0
EXTERIOR
ELEVATIONS
E9. INSTRUMENTATION CONDUIT
—
*
T.O. GARAGE FOUNDATION WALL
E10. CONDUIT FOR FUTURE GAS WATER HEATER
EL. -0'-5
CONDUIT FOR INSTRUMENTATION
THROUGH WALL AT RIM JOIST
UNDER BREEZEWAY ROOF
E11. FUTURE MULTI-SPLIT OUTDOOR UNIT
CONNECTION
4 GRADE AND T.O. GARAGE SLAB LOWEST POINT
EL. -2'-4
E12. HOSE BIBB
T.O. GARAGE FOOTING
EL. -4'-0 F4. SUMP PUMP OUTLET
O
SCALE AS NOTED
F9. AIR-TO-AIR OUTDOOR UNIT CONNECTION
CONNECTION
A-203
RIGHTSIDE(EAST)GARAGEELEVATION R1. PLUMBING STACK VENT
SCALE: 1/4"= 1'-0"
R2. SOIL GAS VENT

K3
O o
W363a
00 □
©
©
7
©
©
2
zx
o o
o o
K2
2 5" FILLER B18 SB36 24" DISHWASHER B18 3" FILLER
KITCHENELEVATION
SCALE: 1/2"= 1'-0 ii
10'-7 1/4"
3" FILLER
f" END PANEL
3’ FILLER
f" END PANEL
W3615
3 7
13-5'
7L
W3615 (2) (31" DEEP) W2415 W2115
7 7
K5
3n
END
4
PANEL
7
oI
CT>
O
1
CO
^-----V
CD
W2433 -W2433-
W2133 W2133
D
© ©©
©©
©
© ©
LU CO
O
o o
3n
3" FILLER REF
(2" FILLER
ABOVE)
END B24
PANEL
B21 30" BUILT-IN OVEN
WITH COOKTOP
B21 3" FILLER
4
KITCHENELEVATION
W2415 31 FILLER
^—v
X
CD
7
0
O)
-V
o
o
o
W2115
i r
x
7
0
o
J L
SCALE: 1/2" = 1'-0"
3-6
X
5-11"
7L
1 5-10'
7^
K7
Pf
"zur
BUILT-IN
MICROWAVE [I
O
□
END PANEL B18 B3012 (24" DEEP) B18 3 j FILLER
ISLANDELEVATION
SCALE: 1/2" = 1'-0’
RANGE HOOD
WITH VENT
O O o
13
o
EQ. EQ. I
7 CM
BATH#1ELEVATION BATH#1ELEVATION BATH#1ELEVATION BATH#1ELEVATION
SCALE: 1/2" = 1'-0’ SCALE: 1/2"= 1'-0' SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0"
1'-0" 8-0 11
9-5 3-6 5-0
^—v "v
V
®—^ 7® x
CD
1
V —r
G7 G7 00
CD
^------V -V
5 1/2m
EQ. EQ.
-7 — 7- 7 —
5'-0"
7— 7—
EH*
r-6" 3-5" 1
7— 7^ 7^
□M
o o
(G13) G3 G3
1 1
CD CD
5-11 11
©
0
©
I
CD
1
5-10" 111
6"
i"- 7^
’t
1 1 1 1 "v -v
7 7 o o o o
/
EQ. EQ.
I
o o o
831 @©
©©
1 1
K2
co CO CO
K3
3E
f
©
3 j" FILLER
B30 (15" DEEP)
3" FILLER 3" FILLER
z—v -z—v ■V
B30 (15" DEEP) f" END PANEL END PANEL
4 3/8"
<L
<k
OPENINGELEVATION HALFWALLELEVATION ISLANDELEVATION ISLANDELEVATION
SCALE: 1/2"= 1'-0 SCALE: 1/2" = 1'-0’ SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
11
AIR
7 7 7
7 7 1
00
7
RETURN O O o o
TT
o o
GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
1. ALL TROPICAL WOOD, IF USED, MUST BE
FSC-CERTIFIED.
2. SEE A-602 FOR FINISH SCHEDULE.
ALIGN SWITCH AND RECEPTACLE PLATES WITH
TOP OF TILE IN KITCHENS AND BATHROOMS.
3.
OSHEETKEYNOTES
T: (978) 589-5100 F: (978) 589-5103
GENERAL:
G1. CROWN MOULDING
G2. BASE MOULDING
G3. PAINTED WALL
CONSULTANT:
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
G10. DOOR HEAD TRIM
G11. 1x4 DOOR JAMB TRIM
G12. INTERIOR DOOR
G13. BUILT-UP COLUMN
G14. COLUMN BASE TRIM r n
G15. WOOD PANEL
G16. WOOD CAP
G17. MANTLE
G18. MANTLE TRIM
G19. BASE CABINET
G20. WOOD SHELF
G21. 1 "x4" DOOR HEAD TRIM L J
BATH: PROJECT:
B1. TILE
NationalInstituteof
B2. HAND HELD SHOWER
B3. SHOWER SEAT
GRAB BAR
B4.
TOWEL BAR
B5.
NetZeroEnergy
Residential Test
Facility
TOWEL RING
B6.
B7. TOILET PAPER HOLDER
B8. MIRROR
FRAMELESS MIRROR
B9.
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
B19. 6" DEEP NICHE U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
KITCHEN:
K1. WALL CABINET
K2. BASE CABINET
K3. END PANEL
K4. SUPPORT BRACKET
K5. RANGE HOOD EXHAUST DUCT
K6. TILE BACKSPLASH
K7. SOLID SURFACE BACKSPLASH
K8. SOLID SURFACE COUNTERTOP
STAIR:
S1. WOOD HANDRAIL
S2. WOOD BALUSTER
S3. WOOD TREAD
A-PLOT-ELEV-NZERTF
CAD DWG FILE:
S4. WOOD TRIM
KG, HW
DRAWN BY:
S5. WOOD STRINGER
CHECKED BY: BP
S6. WOOD POST
COPYRIGHT © 2009
SCREEN PORCH:
P1. EXTERIOR WATER TABLE SHEET TITLE:
P2. PORCH DOOR
INTERIOR
ELEVATIONS
P3. EXTERIOR FIBER CEMENT LAP SIDING
% x 6 DOOR TRIM
% TRIM BOARD
3" CROWN
P4.
P5.
P6.
P7. 5 1/2" BASE
P8. FIBER CEMENT PANEL BOARD
P9. %" WALL CAP
P10. SCREEN PANEL
I
oc
o
SCALE AS NOTED z
P11. SCREEN DOOR
P12. 3 1/2" TRIM
A-204
P13. 10" TRIM BOARD W/ INSET PANEL
P14. 21/2" BEADBOARD
P15. TRIM BOARD
„0-,6
m
r-6'
3-0"
<
Q.
Q
^
ALIGN
PLATE
WITH
T.O.
TILE;
ALIGN
PLATE
WITH
T.O.
TILE
-Nco
3-0"
ALIGN
PLATE
WITH
T
O
O
o
I
m]
9'-O'
7
,o-z
7
7
6'-9"
ALIGN
PLATE
WITH
T.O.
TILE
3'-4'
7
3'-0'
2'-10"
w
M.
ot
p
*
ut
M.
7
7
(U>
2'-3'
@0
00
CM
A
R
7
7
7
KJ
H
r-6"
LO
H
00
S
IM
7
r-6"
<
cy
co
CM
OO
1
f
CM
CO
II
CD
4^
CO
O
cd
CD
CO
DO
m
00
,0-6
7
,o-z
M
a
A-
CO
-1^
LO
CO
CM
o
CD
CD
1
I
DO
CD
CD
DO
7
7
9-0'
7
7
3-0'
M
4
CD
<8Hk
o
CM
o
CM
I
z]
t=
i=
CM
1=1
r
CD
14
CO
CM
LO
CD
CD
CD
m
7
7
9-0'
7
7
,o-z
7
3'-6"
3'-0"
w
w
CD
p
Y7
’la
14
CO
CN
O
a
CD
co
m
tr

GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
FSC-CERTIFIED.
20'-0" 15'-6"
7^- 7^- 7^-
8-0" 12'-0' 4'-10" 5'-10' 4'-10"
7^- 7^ 7^ 7^ 7^ 7^ 7L
3.
Z------ V
m
z
o
55" FLAT
SCREEN TV
G5 G5 -=f
OSHEETKEYNOTES
Tl T
WALL
SCONCE
WALL
SCONCE
0 -V
T: (978) 589-5100 F: (978) 589-5103
G6
CD
G3
h-
GENERAL:
o o
G3
CT> CD
G1. CROWN MOULDING
■v
[ ]
G2. BASE MOULDING
CN
G1 G3. PAINTED WALL
CONSULTANT:
v =
-2 CD
G16 CD
O O o o o o o o o o o
G6. WINDOWSILL TRIM

o
©
^7
©)
CO
(G19)
(G1 CD
mi mi
-v ■v
©0
^--------"s------V m------------------- V G10. DOOR HEAD TRIM
2 1/8"
2 1/8"
G11. 1x4 DOOR JAMB TRIM
LIVINGROOMELEVATION LIVINGROOMELEVATION G12. INTERIOR DOOR
SCALE: 1/2" = 1’-0' SCALE: 1/2" = 1'-0’
G15. WOOD PANEL
G16. WOOD CAP
G17. MANTLE
G18. MANTLE TRIM
12'-5"
7^ ~? ~
9-10' G19. BASE CABINET
7 ~
G20. WOOD SHELF
Z------ V Z------ V
P6 G21. 1 "x4" DOOR HEAD TRIM
P6 L J
CM CM
P5
)
BATH:
t } PROJECT:
T B1. TILE
P8 CEILING
FAN/LIGHT NationalInstituteof
B3. SHOWER SEAT
GRAB BAR
B4.
P13 TOWEL BAR
B5.
NetZeroEnergy
ResidentialTest
Facility
CO
TOWEL RING
B6.
LO
B7. TOILET PAPER HOLDER
P1
B8. MIRROR
o o
7 7 CO 05 CT>
G1 PH FRAMELESS MIRROR
B9.
o
P2 CD
B10. ACCESSIBLE LAVATORY
P10
NIST Campus
Gaithersburg, MD
B11. ACCESSIBLE TOILET
7
^7
B12. TOILET
mi
TT B13. BATHTUB
-v
T7
WALL
SCONCE u 'sE
P15 B14. VANITY BASE CABINET
"sE ^E CO
CO CO CO
B15. SOLID SURFACE BACKSPLASH
CN
CN CN
© B16. SOLID SURFACE COUNTERTOP
P7
B17. FRAMELESS GLASS SHOWER DOOR, TEMPERED
Z--------- "7------- V Z-------- ' 7------ V
6"
f
OD
SCREENPORCHELEVATION SCREENPORCHELEVATION B19. 6" DEEP NICHE U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
4
5 ENERGY
CO
<^==i SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0’ KITCHEN:
CD
■V
□
K1. WALL CABINET
K2. BASE CABINET
K3. END PANEL
o
CO
K4. SUPPORT BRACKET
17'-6" K5. RANGE HOOD EXHAUST DUCT
3-0'
9-0' K6. TILE BACKSPLASH
7‘ 7L
7 ~
■^7---------------^ 7
4-6' 6 12-6" K7. SOLID SURFACE BACKSPLASH
7 -------------- 7 ” 7-
K8. SOLID SURFACE COUNTERTOP
—v
■^t—v
7 7 MARK DATE DESCRIPTION
■^7------V
V
STAIR:
■^7
WALL
SCONCE
n- S1. WOOD HANDRAIL
CM
S2. WOOD BALUSTER
n-
->7
CM
~ ^ 7------------=-----------
CD
-^7------------V
S3. WOOD TREAD
7 A-PLOT-ELEV-NZERTF
CAD DWG FILE:
->7
S4. WOOD TRIM
co KG, HW
DRAWN BY:
^7
S5. WOOD STRINGER
ID
3 1/2" CHECKED BY: BP
S6. WOOD POST
CO
G11 COPYRIGHT © 2009
CD
SCREEN PORCH:
o
o
CD
P1. EXTERIOR WATER TABLE
CT>
SHEET TITLE:
(G1 o
(Ji P2. PORCH DOOR
i^i
S1 CD
■7
00
INTERIOR
ELEVATIONS
% x 6 DOOR TRIM
% TRIM BOARD
3" CROWN
7 ^ 7
r-- CD
"7
CO S1 P4.
S2 CD
P5.
P6.
S2
o
P7. 5 1/2" BASE
CO
P9. %" WALL CAP
P10. SCREEN PANEL
I
**------V
^------ V o
SCALE AS NOTED
E
z
G2
^7--------*7--------V
P11. SCREEN DOOR
P12. 3 1/2" TRIM
A-205
STAIRELEVATION BALCONYELEVATION OPENINGELEVATION P13. 10" TRIM BOARD W/ INSET PANEL
3 2 1 P14. 21/2" BEADBOARD
P15. TRIM BOARD
SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0' SCALE: 1/2"= 1'-0'

6-0" 5-10' 6-0" 9'-8'
GENERALSHEETNOTES
-?*- -?*- -?*-
BUILDINGSCIENCE
CORPORATION
3-2' 2-8" 5-0" 1’-0"
7^ 7^ 7^ 7^
"7 ~ 7 ~
FSC-CERTIFIED.
■v -v
3.
(G10)
G3
■v
6
o o o o
OSHEETKEYNOTES
B15
ct> CD CD CD
1
@0 30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
2-7'
o o o
4’ CD
CO
B6 ■^r-v
Is- h- Is-
LO
CO
GENERAL:
co O CO
1
B7 G1. CROWN MOULDING
/n
% i
-V
s G2. BASE MOULDING
I
■v
G3. PAINTED WALL
B19 1
o o CONSULTANT:
ITT!
ITT)
CO CO
o CM
CM
13 B1
LO
fi AX G6. WINDOWSILL TRIM
le
■y—y y------- y—y—y—y y—y—y y-------- y------ y—y
G10. DOOR HEAD TRIM
BATH#2ELEVATION BATH#2ELEVATION BATH#2ELEVATION BATH#2ELEVATION G11. 1x4 DOOR JAMB TRIM
G12. INTERIOR DOOR
SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0’ SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
5'-0" 10'-9 1/2" 9'-9"
9-9"
7 ~ 7 ~ 7 ~ 7 ~ 71 7 ~ 71 7 ~
G15. WOOD PANEL
G16. WOOD CAP
6-9" 3'-0' 4-0" 61/2,; 6’-3'
7 ~
7 ~ 7 ~ 71 7 ~
G17. MANTLE
G18. MANTLE TRIM
G19. BASE CABINET
y y ■V y y
m m m
z G20. WOOD SHELF
G21. 1 "x4" DOOR HEAD TRIM L J
Q0^0□ BATH: PROJECT:
-V -V -V
B1. TILE
■v -v
-v
NationalInstituteof
o
B3. SHOWER SEAT
3-10" 2’-0" CD
PH
7 ~ 7^ 7 ~
GRAB BAR
B4.
€>- y
TOWEL BAR
B5.
NetZeroEnergy
Residential Test
Facility
2'. 6"
6"^
o o o o
7 ~
TOWEL RING
B6.
B5
X
CD CD CD CD
CN
s
© €) y B7. TOILET PAPER HOLDER
CM
EQ. EQ. 9’
o o o
o
B8. MIRROR
15 CT> O)
7^

1/ M 1/ M
B1 G6 B6 t-v
Is- Is-
co CO
CD
€)- FRAMELESS MIRROR
B9.
O
-v -v
£“7
/
17 B10. ACCESSIBLE LAVATORY
CD
S NIST Campus
Gaithersburg, MD
B1 o B11. ACCESSIBLE TOILET
o o IF
14
B1 B12. TOILET
o o 18) o
B18 -v
T T
CO CO CO
/ I B13. BATHTUB

13
/
l CD
I B14. VANITY BASE CABINET

/
M&5K
13 G2
i
G2 / B15. SOLID SURFACE BACKSPLASH
y--------y-------y-------y y--------y-------y-------y y------ y------V y------ y------y------y------V
VC60 B16. SOLID SURFACE COUNTERTOP
£ B17. FRAMELESS GLASS SHOWER DOOR, TEMPERED
B19. 6" DEEP NICHE U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
BATH#2ELEVATION MASTERBATHELEVATION MASTERBATHELEVATION MASTERBATHELEVATION ENERGY
KITCHEN:
SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0’ SCALE: 1/2"= 1'-0' SCALE: 1/2" = 1’-0'
K1. WALL CABINET
K2. BASE CABINET
10’-9 1/2' 15-1 1/2" 15-1 1/2' K3. END PANEL
7 ~
7 ~ 7 ~ 7 ~ 7 ~ 7 ~
K4. SUPPORT BRACKET
6-7 1/2' 101 2'-6" 2'-6" 3'-6" 3'-6" 3-1 1/2" 10-8' 4-5 1/2'
3'-4' K5. RANGE HOOD EXHAUST DUCT
7 ~ 7 ~ 7 ~ 7^
7 ~ 7 ~ 7 ~ 7 ~ 7 ~ 7 ~
K6. TILE BACKSPLASH
K7. SOLID SURFACE BACKSPLASH
y y—y y------ V
<§>—[3 3 <§>—El ©---El SI
Z z z K8. SOLID SURFACE COUNTERTOP
STAIR:
y
S1. WOOD HANDRAIL
7 7
8~Q^Q~9 S2. WOOD BALUSTER
y
: :
S3. WOOD TREAD
A-PLOT-ELEV-NZERTF
CAD DWG FILE:
o
S4. WOOD TRIM
CD
KG, HW
DRAWN BY:
EQ. EQ. S5. WOOD STRINGER
7 ~ 7 CD
CHECKED BY: BP
S6. WOOD POST
N-
II
B9
COPYRIGHT © 2009
o o o
O) O) (J) SCREEN PORCH:
(G20)
CD
P1. EXTERIOR WATER TABLE SHEET TITLE:
o (G1
15 O)
v P2. PORCH DOOR
n-
CD
2 INTERIOR
ELEVATIONS
P4. % x 6 DOOR TRIM
P5. % TRIM BOARD
P6. 3" CROWN
P7. 5 1/2" BASE
O O o o
o o o o
EQ. EQ.
1
o o "
00 CO
I I
EQ. EQ. EQ. EQ. T
7 “ 7 “
CD
(G1
0 0 -y
—v —v ----- V
P9. %" WALL CAP
P10. SCREEN PANEL
VC78 I
3/4' 3/4" 2 1/8" o
SCALE AS NOTED
FILLER FILLER <L <L
z
P11. SCREEN DOOR
P12. 3 1/2" TRIM
A-206
MASTERBATHELEVATION MASTERBEDROOMELEVATION MASTERBEDROOMELEVATION P13. 10" TRIM BOARD W/ INSET PANEL
3 2 1 P14. 21/2" BEADBOARD
P15. TRIM BOARD
SCALE: 1/2" = 1’-O' SCALE: 1/2" = 1’-O' SCALE: 1/2" = 1’-O'

Construction management sample drawing file

Construction management sample drawing file

Recommended

Recommended

More Related Content

What's hot

What's hot (20)

Similar to Construction management sample drawing file

Similar to Construction management sample drawing file (20)

More from Ling Ma

More from Ling Ma (6)

Recently uploaded

Recently uploaded (20)

Construction management sample drawing file