Construction management sample drawing file
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These plans describe the construction of 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 target Platinum Certification under the USGBC's LEED for Homes program. All efforts should be made during project planning and construction to meet the goals of this project.
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Residential Test
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A EPDM MEMBRANE ATTACHED TO
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NON-PERFORATED PIPE DRAINING TO
DAYLIGHT (SEE SITE/CIVIL DRAWINGS)
FREE DRAINING BACKFILL:
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ENERGY
PATIOEDGE
SCALE: 1" = 1'-0"
05/07/10
CONCRETE CURB (AT DRIVEWAY) UPDATED
MARK DATE DESCRIPTION
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
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NOTE: SEE SITE/CIVIL DRAWINGS
AND SPECIFICATIONS FOR
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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
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
REFER TO POCKET DOOR FRAME KIT
INSTALLATION INSTRUCTIONS TO DETERMINE
ROUGH OPENING OF POCKET DOOR.
7.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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.
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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
StandardsandTechnology
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
U.S. Department of Energy
Research Toward Zero Energy Homes
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
MARK DATE DESCRIPTION
14. 3'-0" x 7'-0" LH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
15. 3'-0" x 7'-0" RH
PROJECT NO: NIST NZERTF
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
BUILDING SCIENCE CORPORATION
19. 3'-0" x 6-8" RH
SHEET TITLE:
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1. REAR WALL FRAMING ELEVATIONS DRAWN AS
SEEN FROM INTERIOR; ALL OTHER ELEVATIONS
DRAWN AS SEEN FROM EXTERIOR
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
OPENING DIMENSIONS TO BE ADJUSTED PER
MANUFACTURER SELECTION AS FOLLOWS:
A. FRAMING WIDTH FOR DOORS AND WINDOWS:
INCREASE THE MANUFACTURER'S
SPECIFIED ROUGH OPENING BY ADDING y2"
TO EACH SIDE.
B. FRAMING HEIGHT FOR WINDOWS:
INCREASE THE MANUFACTURER'S
SPECIFIED ROUGH OPENING HEIGHT BY
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.
FRAMING STUDS TO BE FSC-CERTIFIED
LUMBER.
5.
6. LIMIT THE OVERALL ESTIMATED WASTE FACTOR
ON THE FRAMING ORDER TO 10% OR LESS.
STRUCTURAL SHEATHING CONNECTIONS ON
GARAGE (FOR BRACING):
7.
FASTEN PLYWOOD SHEATHING ON WEST WALL
WITH MINIMUM 8d NAILS AT 3" O.C.
OSHEETKEYNOTES
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BUILDINGSCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
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PROJECT:
NationalInstituteof
StandardsandTechnology
NetZeroEnergy
Residential Test
Facility
NIST Campus
Gaithersburg, MD
U.S. Department of Energy
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
MARK DATE DESCRIPTION
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO: NIST NZERTF
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
DRAWN BY: HW
CHECKED BY: BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
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GENERALSHEETNOTES
1. CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
BUILDINGSCIENCE
CORPORATION
2. EWP CONNECTIONS TO FOLLOW EWP SUPPLIER
INSTRUCTIONS.
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
6. GENERAL STRUCTURAL FRAMING
CONNECTIONS:
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.
CONSULTANT:
STRUCTURAL FRAMING CONNECTIONS FOR
CENTER BEARING WALL (TO RESIST ROOF
UPLIFT):
7.
RAFTER TO RIDGE BOARD: USP AC7 ANGLE
BRACKET WITH 4 10d NAILS EACH LEG
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
StandardsandTechnology
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
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
MARK DATE DESCRIPTION
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
PROJECT NO: NIST NZERTF
A-PLOT-PLAN-NZERTF
CAD DWG FILE:
CG
DRAWN BY:
CHECKED BY: BP
COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
SHEET TITLE:
SECONDFLOOR
LOWERATTIC
FRAMINGPLAN
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A-108
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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
WOOD STUDS UNLESS OTHERWISE NOTED.
3.
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. FLOOR ACCESS PANELS FIT WITHIN FRAMING
MEMBERS; SEE FRAMING PLAN. PANELS TO
BE COVERED WITH FINISH FLOORING. SEE
8/A-508.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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.
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ABOVE DOOR
L J
PROJECT:
NationalInstituteof
StandardsandTechnology
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
U.S. Department of Energy
Research Toward Zero Energy Homes
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
MARK DATE DESCRIPTION
15. 3'-0" x 7'-0" RH
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
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
BUILDING SCIENCE CORPORATION
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![GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
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):
(1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO
RAFTER RIM BOARD;
(1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO
RAFTER, 4" FROM END OF 2x4.
2x FRAMING MEMBERS TO BE FSC-CERTIFIED.
5 6 6.1
2 3 4.1
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F.1
f" 30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
CONSULTANT:
34-8'
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COPYRIGHT © 2009
BUILDING SCIENCE CORPORATION
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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
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
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
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G17. MANTLE
G18. MANTLE TRIM
G19. BASE CABINET
G20. WOOD SHELF
G21. 1 "x4" DOOR HEAD TRIM L J
BATH: PROJECT:
B1. TILE
NationalInstituteof
StandardsandTechnology
B2. HAND HELD SHOWER
B3. SHOWER SEAT
GRAB BAR
B4.
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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
U.S. Department of Energy
Research Toward Zero Energy Homes
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
MARK DATE DESCRIPTION
STAIR:
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
S1. WOOD HANDRAIL
S2. WOOD BALUSTER
PROJECT NO: NIST NZERTF
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
BUILDING SCIENCE CORPORATION
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.
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![GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
1. ALL TROPICAL WOOD, IF USED, MUST BE
FSC-CERTIFIED.
20'-0" 15'-6"
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![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
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
GENERAL:
G1. CROWN MOULDING
G2. BASE MOULDING
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StandardsandTechnology
B2. HAND HELD SHOWER
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![GENERALSHEETNOTES
BUILDINGSCIENCE
CORPORATION
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.
EL. +0'-23/8" (T.O. FIRST FLOOR SUBFLOOR) IN
THE ARCHITECTURAL DRAWINGS
CORRESPONDS TO 461.5' IN THE SITE/CIVIL
DRAWINGS.
5.
EL. -9'-1iy2" (T.O. BASEMENT SLAB) IN THE
ARCHITECTURAL DRAWINGS CORRESPONDS
TO 451.34 IN THE SITE/CIVIL DRAWINGS.
6.
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
D
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f" PLYWOOD SHEATHING WITH H-CLIPS,
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![GENERALSHEETNOTES
i
BUILDINGSCIENCE
CORPORATION
ASPHALT ROOF SHINGLES
1. CONTRACTOR TO VERIFY ENGINEERED WOOD
PRODUCT (EWP) MEMBER SIZES WITH EWP
SUPPLIER.
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")
5" OF FOIL-FACE POLYISOCYANURATE INSULATING SHEATHING IN 3
LAYERS (1.5", 2", 1.5"); EXTEND TO OUTER EDGE OF ROOF OVERHANG;
JOINTS STAGGERED
EWP CONNECTIONS TO FOLLOW EWP
SUPPLIER INSTRUCTIONS.
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")
1 FOIL-FACED POLYISOCYANURATE SHEATHING
2x4 (PLANED TO EXACTLY 3 £') TO FORM OUTRIGGER FRAMING AT 2'-0"
O.C.;
2" FOIL-FACED POLYISOCYANURATE SHEATHING; AT EAVE, FIT
TIGHTLY BETWEEN OUTRIGGER FRAMING
1 FOIL-FACED POLYISOCYANURATE SHEATHING; AT EAVE, FIT
TIGHTLY BETWEEN OUTRIGGER FRAMING
3. FIRST AND SECOND FLOOR SOFFITS TO ALIGN
AROUND PERIMETER OF HOUSE, PORCHES,
AND BREEZEWAY.
CONTINUOUS FULLY -ADHERED AIR BARRIER MEMBRANE
CONTINUOUS WITH MEMBRANE OVER WALL SHEATHING
PLYWOOD SHEATHING WITH H-CLIPS
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
1£' x 35" LOOKOUT FRAMING AT 24" O.C.
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SEALANT ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
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PROJECT NO: NIST NZERTF
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SEALANT BTW 2" XPS BOND BREAK AND
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4 A-PLOT-WSEC-NZERTF
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BUILDING SCIENCE CORPORATION
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![National Institute of
Standards and Technology
NIST Campus
Gaithersburg, MD
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PROJECT:
CONSULTANT:
SHEET TITLE:
SCALE AS NOTED
CHECKED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO:
MARK
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DATE DESCRIPTION
COPYRIGHT 2009
BUILDING SCIENCE CORPORATION
C
NORTH
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
NIST NZERTF
08/03/10 UPDATE
G:projects200909247.000caddR
submission09-247
F-001.dwg,
8/6/2010
11:22:02
AM,
PHOLTHAU
FIREPROTECTIONLEGEND FIREPROTECTION(FIRESPRINKLER)
GENERALNOTES:
FIREPROTECTION(FIREALARM)
GENERALNOTES:
SYMBOL DESCRIPTION
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.
RISE IN PIPE
o 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.
DROP IN PIPE
♦
SPRINKLER MAIN
UNDERGROUND PIPE
OS&Y GATE VALVE W/ VALVE TAMPER
SUPERVISORY SWITCH
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.
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.
2.
A
N CHECK VALVE
THE FIRE ALARM INSTALLER(S) SHALL BE RESPONSIBLE FOR ALL APPLICABLE
TRADE PERMITS, REQUESTS FOR INSPECTION, AND TESTING AS REQUIRED BY THE
APPROVING AHJ.
3.
QUICK RESPONSE-CONCEALED TYPE W/ WHITE FINISH PLATE
QUICK RESPONSE UPRIGHT W/ BRASS FINISH
RESIDENTIAL SPRINKLER HEADS PROTECTING THE NET ZERO ENERGY HOUSE
SHALL BE LISTED FOR 20’ X 20’ COVERAGE.
3.
o
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.
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.
3—] 4.
ONE-WAY FIRE DEPARTMENT CONNECTION FREE STANDING
TWO-WAY FIRE DEPARTMENT CONNECTION WALL-MOUNT
5. FIRE ALARM MANUAL PULL STATIONS AT DOOR OPENINGS SHALL BE WITHIN
5’—0” HORIZONTALLY OF THE DOOR OPENING.
SPECIAL CABINET - TYPE AS NOTED
THE FIRE PROTECTION INSTALLER(S) SHALL BE RESPONSIBLE FOR ALL
APPLICABLE TRADE PERMITS, REQUESTS FOR INSPECTION, AND TESTING AS
REQUIRED BY THE APPROVING AHJ.
5.
□ ADDRESSABLE FIRE ALARM MANUAL STATION - MOUNTING HEIGHT 4’-0!
DUCT SMOKE DETECTORS SHALL BE PROVIDED IN THE SUPPLY AND RETURN
OF ALL HVAC UNITS WITH A CAPACITY GREATER THAN 2,000 CFM.
6.
WP
EKI 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
THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM SHALL BE
COORDINATED WITH FIELD CONDITIONS AND THE AVAILABLE WATER SUPPLY.
6. 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.
7.
15,30,
75,110,185
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.
7.
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.
8.
EBLENGINEERS,LLC
EH VALVE TAMPER SUPERVISORY SWITCH WITH MONITOR MODULE
MECHANICAL • ELECTRICAL • FIRE PROTECTION
WATERFLOW SWITCH WITH MONITOR MODULE
The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail ebl@eblengineers.com
© SMOKE SENSOR PHOTOELECTRIC TYPE WITH INTEGRATED SOUNDER BASE
ALL DEVICES SHALL BE MOUNTED AND SECURED TO THE BUILDING
STRUCTURE.
© 9.
CARBON MONOXIDE (CO) DETECTOR WITH INTEGRATED SOUNDER BASE
ELECTRIC SPRINKLER ALARM BELL
- SUBSCRIPT ’WP’ DENOTES WEATHERPROOF DEVICE
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.
8.
WP
© 10. ALL FLOOR AND WALL PENETRATIONS SHALL BE CORE DRILLED AND SHALL BE
COORDINATED WITH STRUCTURAL SYSTEMS.
JUNCTION BOX WITH ADDRESSABLE MONITOR MODULE 11. THE TERM ’’PROVIDE” MEANS TO FURNISH AND INSTALL, COMPLETE AND
READY FOR INTENDED USE.
JUNCTION BOX WITH ADDRESSABLE CONTROL MODULE
THE FIRE PROTECTION SYSTEM WORK SHALL BE COORDINATED WITH
SPECIAL TRADES (ELEVATOR, ENERGY MANAGEMENT, COMPUTER DATA, ETC)
AS APPLICABLE TO THE PROJECT.
9.
© FIREPROTECTIONDESIGNCRITERIA:
JUNCTION BOX - SIZE AS REQUIRED
IAM INDIVIDUAL ADDRESSABLE MODULE
THE TERM ’PROVIDE’ MEANS TO FURNISH AND INSTALL COMPLETE AND
READY FOR THE INTENDED USE.
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.
10.
ZONE ADAPTER MODULE 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
LPI JUNCTION BOX WITH LINE POWERED ISOLATOR 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.
11. EXPIRATION DATE: 1-02-2012
|TVSS| 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
FIRE ALARM/SPRINKLER ZONE BOUNDARY
DRAWING NOTE NUMBER
ALL FIRE SPRINKLER SYSTEM PIPING AND EQUIPMENT SHOWN ARE FOR
SUGGESTIVE PURPOSES ONLY AND SHALL NOT BE SCALED.
12.
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.
13.
THE FIRE SPRINKLER PIPING SHALL BE SUBJECTED TO A HYDROSTATIC
PRESSURE TEST IN ACCORDANCE WITH NFPA 13.
14.
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.
15.
CONVENTIONS
SECTION CUT 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.
16.
SECTION LAYER
A
11 SHEET NO. WHERE SECTION IS SHOWN
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.
17.
SHEET NO. WHERE SECTION IS CUT
U.S. Department of Energy ^
Research Toward Zero Energy Homes
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.
2-INCH MAIN DRAINS AND INSPECTOR’S TEST/DRAINS THAT DO NOT
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.
18.
DETAIL
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
DETAIL NO.
ENERGY
1
1 1
SHEET NO. WHERE DETAIL IS SHOWN
ABBREVIATIONS
J7--QO
AMPERE
ACTUAL CUBIC FEET PER MINUTE
ACOUSTICAL CEILING TILE
AUTHORITY HAVING JURISDICTION
AIR HANDLING UNIT
AIR SAMPLING SMOKE DETECTION
ALL THREAD ROD
BACKFLOW PREVENTION ASSEMBLY
CONDUIT
COMPUTER ROOM AIR HANDLER
DIGITAL ALARM COMMUNICATOR TRANSMITTER
DOWN
FIRE ALARM
FIRE ALARM CONTROL PANEL
FIRE ALARM POWER BOOSTER PANEL
FIRE ALARM GRAPHIC ANNUNCIATOR PANEL
FIRE DEPARTMENT CONNECTION
GALLONS PER MINUTE
GROUND
HORSEPOWER
MAXIMUM
MINIMUM
NETWORK FIRE ALARM CONTROL PANEL
SQUARE FEET
TRANSIENT VOLTAGE
SURGE SUPPRESSOR
A 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.
ACFM
ACT
0000i$
0 AHJ
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0
AHU
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ASSD
0 IfS'
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DACT CODESANDSTANDARDSREFERENCES:
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00
/
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! 7 eSx
0) 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.
DN
FA 09-247 F-001
VI X
FACP
FAPB
FAGAP
x
jL-
I NEW. 3” INCOMING
SERVICE
I o
FDC
X L-A_
GPM
V-- ■J^>v
I GRD
k WATERFLOWTESTINFO:
HP
MAX
FIREPROTECTION
GENERALNOTES,
LEGENDAND
ABBREVIATIONS
NEW POST INDICATING
VALVE
0 MIN STATIC:
RESIDUAL:
FLOW:
DATE:
75 PSI
42 PSI
3528 GPM
9/09
NIST FIRE PROTECTION GROUP
BUILDING 226 (FH 52)
GRADE
EXISTING 12” WATER NFACP
SF
TVSS BY:
~l LOCATION:
ELEV.:
I TYP TYPICAL
UNDERGROUND
UNDERWRITERS LABORATORIES
UNLESS NOTED OTHERWISE
VOLTS
I UG
©
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
UP-TO-DATE AND ACCURATE WATERFLOW INFORMATION
PRIOR TO PREPARATION OF INSTALLATION SHOP DRAWINGS.
UL
UNO
I V
I PLAN w WIRE
TEST HYDRANT (FH 52)
AT BLDG 226
NO SCALE
F-001
w/ WITH
NOTE:
1. ALL PIPING AND HYDRANT LOCATIONS DEPICTED ON THIS PLAN ARE SHOWN FOR
THE PURPOSES OF HYDRAULIC CALCULATIONS AND FIRE DEPARTMENT CONNECTION
POSITION. THIS SITE PLAN IS NOT INTENDED FOR INSTALLATION OF PIPING AND/OR
HYDRANT LOCATIONS.](https://image.slidesharecdn.com/constructionmanagementsampledrawingfile-210311202132/85/Construction-management-sample-drawing-file-50-320.jpg)
![National Institute of
Standards and Technology
NIST Campus
Gaithersburg, MD
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PROJECT:
CONSULTANT:
SHEET TITLE:
SCALE AS NOTED
CHECKED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO:
MARK
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DATE DESCRIPTION
COPYRIGHT 2009
BUILDING SCIENCE CORPORATION
C
NORTH
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
NIST NZERTF
08/03/10 UPDATE
G:projects200909247.000caddR
submission09-247
F-101.dwg,
8/6/2010
11:24:35
AM,
PHOLTHAU
GENERALNOTES:(APPLY TO THIS SHEET ONLY)
REFER TO F-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND DESIGN
CRITERIA.
BASEMENT TO BE DESIGNED BASED PER NFPA 13D.
1.
2.
DRAWINGNOTES:(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.
©2 1/2” UP TO FIRST FLOOR.
@ 2 1/2” UP TO FDC.
TYPICAL SMOKE SENSOR AND CARBON MONOXIDE DETECTOR LOCATIONS.
PROVIDE INTEGRATED SOUNDER BASE(S). COMBINATION SMOKE/CO
DETECTORS ARE ACCEPTABLE.
© 2 1/2” SWING CHECK W/ BALL DRIP.
©
5
3 4 4.1 6 6.1
I____ I
F.1
EBLENGINEERS,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:
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
1 T 1 1
Q O O EXPIRATION DATE: 1-02-2012
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BASEMENTFLOORPLAN
SCALE: K" = 1-0'
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IF THIS PLAN IS A REDUCTION, GRAPHIC
SCALES MUST BE USED.
F-101
GRAPHICSCALE
1 /4”=1’—0
2’ 4’ 8’ 12’
0](https://image.slidesharecdn.com/constructionmanagementsampledrawingfile-210311202132/85/Construction-management-sample-drawing-file-51-320.jpg)
![National Institute of
Standards and Technology
NIST Campus
Gaithersburg, MD
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PROJECT:
CONSULTANT:
SHEET TITLE:
SCALE AS NOTED
CHECKED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO:
MARK
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DATE DESCRIPTION
COPYRIGHT 2009
BUILDING SCIENCE CORPORATION
C
NORTH
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
NIST NZERTF
G:projects200909247.000caddsubmission
110%09-247
M-001.dwg,
3/31/2010
3:26:00
PM,
pplourde
MECHANICALABBREVIATIONS
MECHANICALLEGEND
GENERALNOTES:(APPLY TO ALL DRAWINGS) DUCTWORKLEGEND
ABBREVIATION DESCRIPTION
SYMBOL ABBREV DESCRIPTION
1. 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.
DOUBLE LINE SINGLE LINE DESCRIPTION
CUH CABINET UNIT HEATER
COLD WATER; DOMESTIC
HOT WATER; DOMESTIC
HOT WATER RECIRC; DOMESTIC
CW
FLEXIBLE DUCT CONNECTION
CX CONNECT TO EXISTING
DIFFUSER
DIAMETER
DRY BULB
DIRECT DIGITAL CONTROL
HW FC FC
2. 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.
D
HWR
AIR FLOW MEASURING DEVICE
DIA
G G GAS
--------- 1 VD --------1 VD MANUAL VOLUME DAMPER
DB
3. 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.
PD PD PUMPED DISCHARGE
DDC -----BDD -----BDD BACKDRAFT DAMPER
FIRE DAMPER (1-1/2 HOUR UNLESS
OTHERWISE NOTED)
SMOKE DETECTOR
SAN SANITARY
4. DP DIFFERENTIAL PRESSURE SWITCH
VENT
(A/C) CONDENSATE DRAIN
FOUNDATION DRAIN
CLEANOUT; LINE; FLOOR
INDIRECT WASTE
FLOOR DRAIN
V
EXHAUST AIR
ENTERING AIR TEMPERATURE
ENERGY EFFICIENCY RATIO
EXHAUST FAN
EA
D D
PROVIDE AN AIR VENT AT THE TOP OF ALL RISERS AND AT THE HIGH POINT OF EACH
DROP IN THE HEATING/CLOSED HEAT PUMP/GLYCOL/ AND CHILLED WATER SYSTEM.
UNLESS OTHERWISE NOTED, ALL PIPING AND DUCTWORK IS OVERHEAD, TIGHT TO
UNDERSIDE OF SLAB, WITH SPACE FOR INSULATION IF REQUIRED.
5. EAT
FDN
EER
MOTOR OPERATED DAMPER
--------- O MOD --------O MOD
CO
. O
6. EF
(^)
IW EFT ENTERING FLUID TEMPERATURE
DP DIFFERENTIAL PRESSURE SWITCH
INSTALL PIPING AND DUCTWORK SO THAT ALL VALVES AND DAMPERS ARE
ACCESSIBLE.
7.
D—1 EG EXHAUST GRILLE
EXTERNAL STATIC PRESSURE
RG RG REFRIGERANT HOT GAS ESP
—■-©
COORDINATE ALL MECHANICAL WORK WITH ELECTRICAL WORK, ETC., SHOWN ON
OTHER DRAWINGS.
8. SMOKE DAMPER
RISE IN DUCT (DIRECTION OF AIR
FLOW)
DROP IN DUCT (DIRECTION OF AIR
FLOW)
REFRIGERANT LIQUID ETR EXISTING TO REMAIN
ENTERING WATER TEMPERATURE
EXISTING
FAHRENHEIT
RL RL
♦R
t
EWT
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.
D—1 AREAWAY DRAIN
9. R
EX
l DOOR LOUVER
Id
I
F
t D
CENTERLINE
10. 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.
FA FACE AREA
UC UNDERCUT
□ [] ACCESS DOOR
FC FLEXIBLE CONNECTION
FAN COIL UNIT
FLOOR DRAIN
FULL LOAD AMPS
FLAT ON TOP
PRV PRESSURE REDUCING VALVE FCU
* BRANCH WITH 45* TAP
EBLENGINEERS,LLC
A SOLENOID VALVE FD
11. 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
DETAILS FOR PIPE SIZES NOT INDICATED ON FLOW SCHEDULE AND RISER DIAGRAMS.
A MECHANICAL • ELECTRICAL • FIRE PROTECTION
2-WAY CONTROL VALVE VD VD
FLA
PRE-FABRICATED ROUND BRANCH
FITTING WITH VOLUME DAMPER
m -F* The Professional Engineering Center
8005 Harford Road, Baltimore, Maryland 21234—5701
(410) 668-8000 FAX (410) 668-8001
e-mail eblOeblengineers.com
FOT
3-WAY CONTROL VALVE
FOB FLAT ON BOTTOM
FEET PER MINUTE
GAS COCK
THERMOSTAT AHU W/8 20 GAUGE
SHIELDED WIRE CABLE TO ZONE
CONTROLLER IN BASEMENT
VD VD FLEXIBLE DUCTWORK BRANCH WITH
VOLUME DAMPER FROM ROUND
BRANCH FITTING
DUCTS ARE SIZED FOR COOLING TO ALLOW INSTALLATION OF CENTRAL COOLING
IF SPECIFIED. SEE MECHANICAL SPECIFICATION FOR COOLING LOAD.
FPM
12
)p—
©A FV FACE VELOCITY
13. 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.
G GRILLE
GALLONS
© V TRANSITION
THERMOSTAT FCU GAL
B
GPM GALLONS PER MINUTE
THERMOSTAT BLANK W/8 20 GAUGE
SHIELDED WIRE CABLE TO ZONE
CONTROLLER IN BASEMENT
TEMPERATURE SENSOR
14.
A
m /
”A
ft
HD HEAD
HORSE POWER
/ 3 WAY SPLIT IN MAINS AREA "A
IS EQUAL TO SUM OF AREAS ”B”,
”C” 8c ”D”
M
ALL DUCTS TO BE SEALED WITH MASTIC AND LOCATED IN CONDITIONED SPACE.
15
HP
j-4 '--- f "D
m ,v> B
B D
„C„_J
16. ALL DUCTS TO BE ARRANGED AND INSTALLED IN SUCH MANNER AS TO OFFER MINIMUM
AIRFLOW RESISTANCE.
HRV HEAT RECOVERY VENTILATOR
HIGH VELOCITY DUCT
HIGH VELOCITY INDUCTION DIFFUSER
INSIDE DIAMETER
INVERT
© HUMIDISTAT 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:
C”
HVD
© SENSOR
17. ALL REGISTERS TO HAVE ADJUSTABLE TURNING VANES AND CLOSE-OFF DAMPER. 17696 EXPIRATION DATE: 2-19-2012
LA_
HVID 2 WAY SPLIT IN MAINS AREA ”A
IS EQUAL TO SUM OF AREAS ”B” &
ALL SQUARE ELBOWS
SHALL HAVE TURNING VANES
M
fi VACUUM BREAKER
|----j..c
ID
A MANUAL DAMPER TO BE LOCATED AT EACH TAKE-OFF / MAIN TRUNK JUNCTION TO
CONTROL FLOW.
A NORMALLY OPEN MOTORIZED DAMPER TO BE LOCATED AT EACH TAKE-OFF /MAIN
TRUNK JUNCTION TO ALLOW AUTOMATED CONTROL.
TRANSFER GRILLES TO BE PROVIDED FOR PRESSURE RELIEF / PRESSURE EQUALIZATION
BETWEEN CLOSED ROOMS AND COMMON AREAS AND BETWEEN BEDROOM CLOSETS AND
BEDROOMS.
DOORS TO BE UNDERCUT 3/4” BETWEEN TOP OF FINISH FLOOR AND UNDERSIDE OF DOOR.
AIR HANDLER TO BE LOCATED AND ACCESSED WITHIN INTERIOR CONDITIONED SPACE.
18.
J£n4”c c”
1 SA SHOCK ABSORBER INV ft
B
£ MAV MANUAL AIR VENT
19. IW INDIRECT WASTE
KILOWATT
KILOWATT HOUR
KW
/ tt
A” 2 WAY SPLIT AT END OF MAIN,
AREA "A" IS EQUAL TO SUM OF
AREAS ”B” & ”C
A
/ HOSE BIBB WITH VACUUM BREAKER
HB
20.
$ HB KWH
?—III—e”c
ft
J’c
v>
■v v>
LAT LEAVING AIR TEMPERATURE
5
»»
B B
FLOW SWITCH
LRA LOCKED ROTOR AMPS
LEAVING FLUID TEMPERATURE
LEAVING WATER TEMPERATURE
1000 BTU/HR
MOTOR OPERATED DAMPER
MOUNTED
NORMALLY CLOSED
NOT IN CONTRACT
NORMALLY OPEN
21.
A/WV FLEXIBLE PIPE CONNECTOR
BACKFLOW PREVENTER; DIRECTION OF
FLOW INDICATED
CONCENTRIC REDUCER
A”
LFT
22. A 2 WAY OVER 8c UNDER SPLIT AT
END OF MAIN, AREA ”A” IS EQUAL
TO SUM OF AREAS "B” 8c C”
T3
s LWT
23. RETURN DUCT TO BE BUILT WITH TWO OFFSET BENDS TO REDUCE SOUND TRANSMISSION
AND A VIBRATION ISOLATION SECTION.
U£ }”C
MBH rc
tt
> B
MOD
A FILTER WITH A MERV 13 RATING TO BE INSTALLED AT THE AIR HANDLER.
24. ECCENTRIC REDUCER
VD VD FLEXIBLE DUCTWORK BRANCH WITH
VOLUME DAMPER FROM SQUARE TO
ROUND
MTD
PIPE GUIDE
fH>~
25. HEAT RECOVERY VENTILATOR TO BE INSTALLED TO SUPPLY FRESH AIR TO INTERIOR.
NC
PIPE ANCHOR
26. ALL DUCTWORK TO BE SHEET METAL. SUPPLY TRUNKS IN BASEMENT TO BE INSULATED
TO R-4.2. NIC
PIPE UNION
NO RADIUS ELBOW
1 THERMOMETER
HEATRECOVERYVENTILATOR: NTS NOT TO SCALE
U.S. Department of Energy ^
Research Toward Zero Energy Homes
OA OUTSIDE AIR
OPPOSED BLADE DAMPER
J. PRESSURE/TEMPERATURE TEST PLUG
3 SUPPLY
1. SUPPLY AND EXHAUST DUCTS BETWEEN HEAT RECOVERY VENTILATOR AND EXTERIOR TO
BE INSULATED ALONG THE ENTIRE LENGTH TO CONTROL CONDENSATION.
OBD
£ PRESSURE GAUGE WITH STOPCOCK U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
13
OD OUTSIDE DIAMETER
ENERGY
RETURN
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
ANY INCIDENT PRECIPITATION IN THE DUCT. SLOPE THE FIRST 4’ OF DUCT RUN FROM THE
EXTERIOR, OR THE ENTIRE FIRST SECTION IF SHORTER THAN 4’.
2.
GAUGE COCK
SHUT OFF VALVE (SEE SPECIFICATION
FOR TYPE)
CHECK VALVE; DIRECTION OF FLOW
INDICATED
BALANCING VALVE
POD POINT OF DISCONNECT
PRESSURE REDUCING VALVE
POUNDS PER SQUARE INCH-GAGE
POUNDS PER SQUARE FOOT
REGISTER
RETURN AIR
ROOF DRAIN
13 EXHAUST
PRV
PSIG
Q
HEAT RECOVERY VENTILATOR TO BE PLACED ABOVE PLUMBED DRAIN PAN.
3. ROUND DUCT UP
PSF
R
IS!
DIFFUSER (4 WAY UNLESS NOTED)
NECK SIZE &c CFM NOTED)
RA
<f> BALL VALVE
RD
* BUTTERFLY VALVE
BACKWATER VALVE; DIRECTION OF
FLOW INDICATED
IN-LINE CIRCULATING PUMP
RH RELATIVE HUMIDITY
REFRIGERANT LIQUID
RUNNING LOAD AMPS
RETURN REGISTER OR GRILLE SIZE
8c. CFM NOTED
BWV
a RL
a RLA
EXHAUST REGISTER OR GRILLE SIZE
8c CFM NOTED
RLX RELOCATE EXISTING
REVOLUTIONS PER MINUTE
REMOVE EXISTING
SUPPLY AIR
e CX CONNECT TO EXISTING
RPM
MECHANICALABBREVIATIONS RX DIFFUSER CONNECTED TO FLEX
DUCT 09-247 M-001
ABBREVIATION DESCRIPTION
DIAMETER
SA
PJP
0 OR DIA SCT SATURATED CONDENSING TEMPERATURE
EAH
AT SD SMOKE DAMPER
SENSIBLE/TOTAL
STATIC PRESSURE
SATURATED SUCTION TEMPERATURE
O
ACH AIR CHANGES PER HOUR SENS/TOT
MECHANICALABBREVIATIONS
A/C AIR CONDITIONING SP
SECTION DESIGNATION
AFF ABOVE FINISHED FLOOR SST
SECTION LETTER
AIR HANDLING UNIT
ACCESS PANEL
AIR PRESSURE DROP
AIR PRESSURE GAUGE
AHU SV SECTION VALVE
TEMPORARY
TYPICAL
MECHANICALLEGEND
SCHEDULES&
DETAILS
A
AP TEMP
SHEET NO. WHERE SECTION IS SHOWN
1J1
APD TYP
APG V VENT
VOLTS/PHASE/HERTZ
VOLUME DAMPER
VENT THRU ROOF
WHITE/WATER/WEST
WATER GAUGE
WET BULB
SHEET NO. WHERE SECTION IS CUT
ATC AUTOMATIC TEMPERATURE CONTROL
AVERAGE
V/PH/HZ
AVG VD PARTIAL PLAN/DETAIL DESIGNATION
AWG AMERICAN WIRE GAUGE VTR
©
DETAIL NO.
BDD BACK DRAFT DAMPER
BREAK HORSE POWER
BRITISH THERMAL UNITS PER HOUR
BACK WATER VALVE
W
1
BHP
WG SHEET NO. WHERE ITEM IS SHOWN
1J1
BTUH
WB
M-001
BWV
SHEET NO. WHERE ITEM IS TAKEN
WPD WATER PRESSURE DROP
§ OR CFM CUBIC FEET PER MINUTE W/0 WITHOUT](https://image.slidesharecdn.com/constructionmanagementsampledrawingfile-210311202132/85/Construction-management-sample-drawing-file-62-320.jpg)
![National Institute of
Standards and Technology
NIST Campus
Gaithersburg, MD
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PROJECT:
CONSULTANT:
SHEET TITLE:
SCALE AS NOTED
CHECKED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO:
MARK
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DATE DESCRIPTION
COPYRIGHT 2009
BUILDING SCIENCE CORPORATION
C
NORTH
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
NIST NZERTF
G:projects200909247.000caddsubmission
2010-06-2909-247
M-101-A1.dwg,
7/27/2010
1:58:11
PM,
pplourde
7”0 INSULATED
high vn OCITY
DUCT (10)
o
£
MASTFR I
1^
t 5” SA UP
I
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oo
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rTRANSFER
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D
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BASEMENTFLOORPLAN-HVAC N
SCALE: y2” = 1’-0’
5 6
4 4.1
AHU-2
FUTURE
GENERALNOTES:(APPLY TO THIS SHEET ONLY)
DUCT RUNOUTS ARE LOCATED WITHIN JOIST BAY 8c PARALLEL TO JOISTS
COORDINATE WITH ELECTRICAL, PLUMBING 8c ARCHITECTURAL PLANS.
SEE SHEET M-501 FOR MECHANICAL DUCTWORK DETAILS.
COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS.
1.
2.
3.
4.
DRAWINGNOTES:(APPLY TO THIS SHEET ONLY)
© UNIT ISOLATION OPPOSED BLADE DAMPER SEE SPECIFICATION.
© PEX FLOOR HEAT MANIFOLD FOR FUTURE SYSTEM. SEE SHEET M-106 FOR
PEX PIPING SYSTEM LAYOUT.
(3) %”0 PVC INSTRUMENTATION CONDUIT W/PULLSTRING TO VALVE
w HANDHOLE. SEE SHEET M-002.
(4) 1 y2" HPWS 8c HPWR TO SLINKY TUBE HEAT EXCHANGER VALVE HANDHOLE.
^ SEE SHEET M-002.
(i) 1 y2 HPWS 8c HPWR TO VERTICAL BORE VALVE HANDHOLE. SEE SHEET
M-002.
(?) 1 y2 HPWS 8c HPWR TO HORIZONTAL TRENCH HEAT EXCHANGER VALVE
w HANDHOLE. SEE SHEET M-002.
© POINT OF DISCONNECT OF DUCTWORK FOR AHU-2 INSTALLED UNDER THIS
CONTRACT.
© POINT OF DISCONNECT FOR THE HIGH VELOCITY OPTION DUCTWORK
INSTALLED UNDER THIS CONTRACT SERVING FUTURE AHU-4.
RETURN DUCTWORK SHOWN FOR HIGH VELOCITY UNIT AHU-4 IS FOR
COORDINATION ONLY. RETURN DUCT TAP FOR AHU-4 NOT INSTALLED
UNDER THIS CONTRACT.
© EBLENGINEERS,LLC
MECHANICAL • ELECTRICAL * FIRE PROTECTION
(lO) HIGH VELOCITY OPTION. 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,
LICENSE NO: 17696 EXPIRATION DATE: 2-19-2012
7
D
'BnUti
U.S. Department of Energy ^
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
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![National Institute of
Standards and Technology
NIST Campus
Gaithersburg, MD
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PROJECT:
CONSULTANT:
SHEET TITLE:
SCALE AS NOTED
CHECKED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO:
MARK
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DATE DESCRIPTION
COPYRIGHT 2009
BUILDING SCIENCE CORPORATION
C
NORTH
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
NIST NZERTF
G:projects200909247.000caddsubmission
2010-06-2909-247
M-102-A1.dwg,
7/27/2010
1:58:28
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COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS.
2.
F.1 3.
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(?) (FUTURE)(NOT INSTALLED UNDER THIS CONTRACT) FCU-2 WITH AUXILIARY
^ DRAIN PAN SEE DETAIL ON SHEET M-502 FOR MORE INFORMATION.
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EBLENGINEERS,LLC
MECHANICAL • ELECTRICAL * FIRE PROTECTION
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OF THE STATE OF MARYLAND,
LICENSE NO: 17696 EXPIRATION DATE: 2-19-2012
'S*tdi
U.S. Department of Energy ^
Research Toward Zero Energy Homes
U.S. DEPARTMENT OF
Energy Efficiency &
Renewable Energy
ENERGY
07/27/10 HIGH VELOCITY OPTION
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![National Institute of
Standards and Technology
NIST Campus
Gaithersburg, MD
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PROJECT:
CONSULTANT:
SHEET TITLE:
SCALE AS NOTED
CHECKED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO:
MARK
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DATE DESCRIPTION
COPYRIGHT 2009
BUILDING SCIENCE CORPORATION
C
NORTH
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
NIST NZERTF
G:projects200909247.000caddsubmission
2010-06-2909-247
M-104-A1.dwg,
7/27/2010
1:58:46
PM,
pplourde
5
3 6
4 4.1
GENERALNOTES:(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.
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60$ 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 ebl@eblengineers.com
HVID-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,
LICENSE NO: 17696
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Research Toward Zero Energy Homes
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ENERGY
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07/27/10 HIGH VELOCITY OPTION
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![National Institute of
Standards and Technology
NIST Campus
Gaithersburg, MD
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PROJECT:
CONSULTANT:
SHEET TITLE:
SCALE AS NOTED
CHECKED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO:
MARK
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DATE DESCRIPTION
COPYRIGHT 2009
BUILDING SCIENCE CORPORATION
C
NORTH
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
NIST NZERTF
G:projects200909247.000caddsubmission
110%09-247
E-102.dwg,
3/31/2010
3:33:54
PM,
jwilkie
DRAWINGNOTES:(APPLY TO THIS SHEET ONLY)
© PROVIDE THREE WIRES AND GROUND FOR EACH HOMERUN TO WIREWAY AT
RELAY PANEL, CONNECT BRANCH CIRCUIT THROUGH RESPECTIVE RELAY AND
THEN TO PANELBOARD. SEE RELAY SCHEDULE. TERMINATE THIRD WIRE AT
EACH END FOR FUTURE USE. ALLOW SUFFICIENT SLACK IN WIREWAY FOR
TERMINATING ON A RELAY. LABEL THE LOAD THAT IS SERVED BY THE WIRE.
SEE DRAWING E-502, DETAIL 1.
(i) SWITCH FOR RECEPTACLE. SEE ’’FIRST FLOOR PLAN - POWER” ON DRAWING
w E-103 FOR CIRCUIT.
(?) PROVIDE PHOTO SENSOR FOR RELAY INPUT FOR KITCHEN TYPE ’R2’
LIGHTING FIXTURE CONTROL. TYPE ’R2’ SHALL REMAIN OFF WHEN EXTERIOR
LIGHT SATISFIES PHOTO SENSOR.
5
3 6 6.1
4 4.1
F.1
□ □
EBLENGINEERS,LLC
SCREEN MECHANICAL • ELECTRICAL • FIRE PROTECTION
PORCH The Professional Engineering Center
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F/L
W4 W4
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32
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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:
R
C
/ 13434 EXPIRATION DATE: 4-26-2011
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![National Institute of
Standards and Technology
NIST Campus
Gaithersburg, MD
NET ZERO ENERGY
RESIDENTIAL TEST
FACILITY
PROJECT:
CONSULTANT:
SHEET TITLE:
SCALE AS NOTED
CHECKED BY:
DRAWN BY:
CAD DWG FILE:
PROJECT NO:
MARK
BUILDING SCIENCE
CORPORATION
30 FOREST STREET SOMERVILLE, MA
T: (978) 589-5100 F: (978) 589-5103
www.buildingscience.com
DATE DESCRIPTION
COPYRIGHT 2009
BUILDING SCIENCE CORPORATION
C
NORTH
ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION
NIST NZERTF
G:projects200909247.000caddsubmission
110%09-247
E-104.dwg,
3/31/2010
3:34:43
PM,
jwilkie
DRAWINGNOTES:(APPLY TO THIS SHEET ONLY)
(T) TO RELAY PANEL, CONNECT BRANCH CIRCUIT THROUGH RESPECTIVE RELAY
W AND THEN TO PANELBOARD. SEE RELAY SCHEDULE. LABEL THE LOAD THAT
IS SERVED BY THE WIRE.
(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’.
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3 4 4.1 6 6.1 3 4.1 6 6.1
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EBLENGINEERS,LLC
MECHANICAL • ELECTRICAL • FIRE PROTECTION
The Professional Engineering Center
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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:
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5
13434 EXPIRATION DATE: 4-26-2011
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![REVISION DESCRTHON BY DATE
01/29/10
9SX CD SET
02/24/10
100X CD SET
03/31/10
ISSUED FOR CONSTRUCTION
PROFESSIONALCERTIFICATION
*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."
UTILITYANDSITEDESIGN
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( A. Morton Thomas and Associates. Inc.
Consulting Engineers
12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMT19AMTEN6INEERING.COM
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UNITEDSTATESDEPARTMENTSOFCOMMERCE
THENATIONALINSTITUTEOFSTANDARDS
ANDTECHNOLOGY
GAITHERSBURG,MARYLAND
(301)975-8339
CONTACTPERSON:SILVIOBARUZZI
PROPERTYADDRESS FOROFFICIALUSEONLY
NISTCAMPUS
WESTSTREET
GAITHERSBURG,MARYLAND
U.S.DEPARTMENTOFCOMMERCE
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
PLANT DIVISION
NETZEROENERGYRESIDENTIALTESTFACILITY
COVERSHEET
DWG.C-001
KS/DN 02/01/10 SB134109CQ0026/69331 SH.N0. OF
PROJECT/W-O.
APPROVED BY DESIGN PROJ. *
£AX£, SPONSOR MAINTENANCE ENG. OFF. FIRE PROTECTION SVS. S.H. & E. DIV. FACILITIES ENGR. OFF. PROJECT LEADER DRA™ BY MS&](https://image.slidesharecdn.com/constructionmanagementsampledrawingfile-210311202132/85/Construction-management-sample-drawing-file-82-320.jpg)
![REVISION DESCRTHON BY DATE
BIORETENTIONCONSTRUCTIONSPECIFICATIONS 01/29/10
9SX CD SET
AS-BUILTCERTIFICATIONREQUIREMENTS:
SPECIFICATION/ TEST METHOD SIZE AB-BUILTDATAFORFILTERS
♦TOBECOMPLETEDBYTHECERTIFYINGENGINEER
MATERIAL NOTES 02/24/10
100X CD SET
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.
03/31/10
PLANTING SOIL
(2.5’ TO 4’ DEEP)
SAND 30-60%
30-55%
10-25%
USDA SOIL TYPES LOAMY SAND, SANDY LOAM OR LOAM
N/A ISSUED FOR CONSTRUCTION
SILT
CLAY
TYPE OF FACILITY: BIORETENTION DESIGN *AS-BUILT
MULCH SHREDDED HARDWOOD AGED 6 MONTHS, MINIMUM FILTER BED AREA (LxW)/ SURFACE AREA (SF)
FILTER BED WATER SURFACE ELEVATION
327 SF
274.43
PEA GRAVEL
DIAPHRAGM AND
CURTAIN DRAIN
PEA GRAVEL: ASTM D-448
ORNAMENTAL STONE: WASHED
COBBLES
PEA GRAVEL: NO. 6
STONE: 2” TO 5” 8”/ 275.00
FILTER INLET PIPE SIZE / ELEVATION
OUTLET PIPE (UNDERDRAIN) SIZE / ELEVATION
BlPRETENTION VOLUME
PROFESSIONALCERTIFICATION
6”/ 270.50
*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."
SAND CLEAN AASHTO—M—6 OR
ASTM-C-33 CONCRETE
SAND
0.02” to 0.04’ 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.
325 CF
AT A MINIMUM, REGULAR INSPECTIONS SHALL BE MADE AND
DOCUMENTED AT THE FOLLOWING SPECIFIED STAGES OF
CONSTRUCTION:
3
MULCH THICKNESS
»
30
PLANTING MEDIA THICKNESS
3”
PEA GRAVEL THICKNESS
UNDERDRAIN GRAVEL AASHTO—M—43 0.25” TO 0.75’ UNDERDRAIN GRAVEL SHALL BE CLEAN WASHED.
FILTERING SYSTEMS:
(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.
8
UNDERDRAIN GRAVEL THICKNESS
6
GRAVEL THICKNESS BELOW UNDERDRAIN
UNDERDRAIN PIPING F758, TYPE PS 28
OR AASHTO—M—278
6” RIGID
SCHEDULE 40 PVC
OR SDR35
3/8” PERF. © 6” ON CENTER, 4 HOLES PER ROW; MINIMUM OF 3'
OF GRAVEL OVER PIPES; NOT NECESSARY UNDERNEATH PIPES. PROVIDE COMPOSITION CERTIFICATION OF FILTER MEDIA
VERIFY GEOTEXTILE FABRIC INSTALLATION (SIDES ONLY’)
VERIFY PLANTING (SPECIES. NUMBER AND HEALTH)
VERIFY PLANTING (SPECIES. NUMBER AND HEALTH)
GEOTEXTILE FABRIC CLASS ”C”, APPARENT OPENING
SIZE (ASTM D—4751), GRAB
TENSILE STRENGTH (ASTM
D—4632), PUNCTURE RESISTANCE
(ASTM D-4833)
N/A FOR USE AS NECESSARY BENEATH UNDERDRAINS ONLY.
DATEAS-BUILTACCEPTEDBYMDE:
POURED IN
PLACE
CONCRETE (IF
REQUIRED)
MSHA MIX NO. 3, F’c=3500 PSI AT
28 DAYS, NORMAL WEIGHT, AIR
ENTRAINED, REINFORCING TO MEET
ASTM 615-60
N/A 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.
28-DAY
SPECIFICATIONSFORBIORETENTION
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
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
OR MULCH ARE USED TO AMEND THE SOIL. ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1000
SQUARE FEET.
MAINTENANCESCHEDULEFORBIORETENTION MARYLAND STORMWATER DESIGN MANUAL
DESCRIPTION METHOD FREQUENCY TIME OF YEAR
2. PLANTING SOIL
THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER
THAN TWO INCHES. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE
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,
JOHNSON GRASS, OR OTHER NOXIOUS WEEDS AS SPECIFIED UNDER COMAR 15.08.01.05.
SOIL
6. UNDERDRAINS
UNDERDRAINS ARE TO BE PLACED ON A 3-0” WIDE SECTION OF FILTER CLOTH. PIPE IS PLACED NEXT,
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
A MINIMUM SLOPE OF 0.5%. OBSERVATION WELLS AND/OR CLEAN-OUT PIPES MUST BE PROVIDED (ONE
MINIMUM PER EVERY 1000 SQUARE FEET OF SURFACE AREA).
INSPECT AND REPAIR
EROSION
VISUAL MONTHLY MONTHLY
ORGANIC LAYER
THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA:
PH RANGE 5.2 - 7.0
ORGANIC MATTER 1.5-4% (BY WEIGHT)
MAGNESIUM 35 LB./AC
PHOSPHORUS (PHOSPHATE - P205) 75 LB./AC
POTASSIUM (POTASH - K20) 85 LB./AC
SOLUBLE SALTS NOT TO EXCEED 500 PPM
REMULCH ANY VOID AREAS BY HAND WHENEVER NEEDED WHENEVER NEEDED
REMOVE PREVIOUS MULCH
LAYER BEFORE APPLYING
NEW LAYER (OPTIONAL)
BY HAND ONCE EVERY TWO TO
THREE YEARS
SPRING
7. MISCELLANEOUS
THE BIORETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED.
ANY ADDITIONAL MULCH
ADDED (OPTIONAL)
BY HAND ONCE A YEAR SPRING
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.
PLANTS
3/15 TO 4/30 AND 10/1 TO 11/30
REMOVAL AND REPLACEMENT
OF ALL DEAD AND DISEASED
VEGETATION CONSIDERED
BEYOND TREATMENT
SEE PLANTING SPECIFICATIONS TWICE A YEAR
ASBUILTCERTIFICATION
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.
N/A
TREAT ALL DISEASED TREES
AND SHRUBS
MECHANICAL OR BY HAND VARIES, DEPENDS ON INSECT
OR DISEASE INFESTATION
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.
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
SIGNATURE
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
NAME
KEAST&HOODCO.
MARYLAND REGISTRATION
NUMBER
DATE
Structural Engineers
1850 M Street NW Washington, DC 20036
(202) 223-1941 Fax (202) 223-1942
REPLACE STAKES AFTER ONE
YEAR
BY HAND ONCE A YEAR ONLY REMOVE STAKES IN
THE SPRING MDE #--------- SF----
MDE No.
BIORETENTION
FACILITY IDENTIFICATION
(NUMBER AND/OR TYPE)
N/A
REPLACE ANY DEFICIENT
STAKES OR WIRES
BY HAND WHENEVER NEEDED
>MT
CERTIFY” MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION BASED
ON SUFFICIENT AND APPROPRIATE ONSITE INSPECTIONS AND MATERIAL
TESTS CONDUCTED DURING CONSTRUCTION.
>9
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.
A. Morton Thomas and Associates. Inc.
Consulting Engineers
12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652
(301) 881-2545 FAX: (301) 881-0814
EMAIL: AMTieAMTENGINEERING.COM
DESIGNCERTIFICATION
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
FOROFFICIALUSEONLY
SIGNATURE
NAME
U.S.DEPARTMENTOFCOMMERCE
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
PLANT DIVISION
MARYLAND REGISTRATION NUMBER
P.E., R.L.S. OR R.L.A. (CIRCLE) DATE
NET ZERO ENERGY RESIDENTIAL TEST FACILITY
THISPLANISFOREROSION8cSEDIMENTCONTROLPURPOSESONLY.
EROSIONANDSEDIMENTCONTROLSHALLBESTRICTLYENFORCED. EROSION k SEDIMENT CONTROL NOTES
MDE#10-SF-0096
DWG.C-404
KS/DN 02/01/10 SB134109CQ0026/69331 SH.N0. OF
PROJECT/W.O.
APPROVED BY DESIGN PROJ. U
J2AXEL sponsor Mm MAINTENANCE ENG. OFF. n FIRE PROTECTION SVS. S.H. & E. DIV. Mm FACILITIES ENGR. OFF. Mm PROJECT LEADER Mm drawn by Mm](https://image.slidesharecdn.com/constructionmanagementsampledrawingfile-210311202132/85/Construction-management-sample-drawing-file-91-320.jpg)
Construction management sample drawing file
- 1. 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
- 2. 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. U.S. Department of Energy Research Toward Zero Energy Homes 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
- 3. 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 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 StandardsandTechnology 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 Research Toward Zero Energy Homes 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 MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A-PLOT-PLAN-NZERTF CAD DWG FILE: DRAWN BY: HW CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION 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
- 4. 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 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 StandardsandTechnology 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) FREE DRAINING BACKFILL: UNIFIED SOIL CLASSIFICATION 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) U.S. Department of Energy Research Toward Zero Energy Homes 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 MARK DATE DESCRIPTION 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 BUILDING SCIENCE CORPORATION 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 ♦ FREE DRAINING BACKFILL: UNIFIED SOIL CLASSIFICATION 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"
- 5. 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 THROUGH-WALL PENETRATION FOR COMMUNICATION AND FIRE SAFETY THROUGH-WALL PENETRATION FOR 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 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 StandardsandTechnology 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 U.S. Department of Energy Research Toward Zero Energy Homes 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 MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A-PLOT-PLAN-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION SHEET TITLE: FOUNDATIONPLAN i o SCALE AS NOTED z A-102 = C/L OF BEAM POCKET CO CM o
- 6. 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 www.buildingscience.com 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 StandardsandTechnology NetZeroEnergy ResidentialTest Facility D NIST Campus Gaithersburg, MD U.S. Department of Energy Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY B A MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A.1 A-PLOT-PLAN-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION 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
- 7. 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 1-1/4" x 14" LSL RIM JOIST ATTACHED TO FOUNDATION THROUGH 2" XPS INSULATION / 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 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 BEAM BELOW - LSL 5-1/4" x 16" 1.55E 2'-0" 2'-0" 2'-0" 7^ 7^ 7^ CD CO CO D ■V 1-1/4" x 14" LSL RIM JOIST ATTACHED TO FOUNDATION THROUGH 2" XPS INSULATION CD CD 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 B A A.1 3 4.1 4 44'-0" 36-0' 14" DEEP OPEN WEB FLOOR 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 14" DEEP OPEN WEB FLOOR TRUSS TYPE "B" AT 24" O.C. WITH T & G FLOOR SHEATHING; SEE 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 BUT BETWEEN JOISTS, TYPICAL 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. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 StandardsandTechnology 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 Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A-PLOT-PLAN-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION SHEET TITLE: FIRSTFLOOR FRAMINGPLAN o SCALE AS NOTED A-104 C/LOF BEAM
- 8. 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 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 REFER TO POCKET DOOR FRAME KIT INSTALLATION INSTRUCTIONS TO DETERMINE ROUGH OPENING OF POCKET DOOR. 7. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 StandardsandTechnology 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 U.S. Department of Energy Research Toward Zero Energy Homes 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 MARK DATE DESCRIPTION 14. 3'-0" x 7'-0" LH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION 15. 3'-0" x 7'-0" RH PROJECT NO: NIST NZERTF 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 BUILDING SCIENCE CORPORATION 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"
- 9. 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: INCREASE THE MANUFACTURER'S SPECIFIED ROUGH OPENING HEIGHT BY ADDING V2" TO THE TOP AND 1" TO THE BOTTOM. C: FRAMING HEIGHT FOR DOORS: INCREASE THE MANUFACTURER'S SPECIFIED ROUGH OPENING HEIGHT BY 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 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 StandardsandTechnology 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 U.S. Department of Energy Research Toward Zero Energy Homes (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 MARK DATE DESCRIPTION O'-O" O'-O' BLOCKING TO SUPPORT HANGER FOR FRONT PORCH END BEAM BLOCKING TO SUPPORT HANGER FOR FRONT PORCH END BEAM ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION 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 PROJECT NO: NIST NZERTF 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 BUILDING SCIENCE CORPORATION 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
- 10. 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 DRAWN AS SEEN FROM EXTERIOR 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 OPENING DIMENSIONS TO BE ADJUSTED PER MANUFACTURER SELECTION AS FOLLOWS: A. FRAMING WIDTH FOR DOORS AND WINDOWS: INCREASE THE MANUFACTURER'S SPECIFIED ROUGH OPENING BY ADDING y2" TO EACH SIDE. B. FRAMING HEIGHT FOR WINDOWS: INCREASE THE MANUFACTURER'S SPECIFIED ROUGH OPENING HEIGHT BY 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. FRAMING STUDS TO BE FSC-CERTIFIED LUMBER. 5. 6. LIMIT THE OVERALL ESTIMATED WASTE FACTOR ON THE FRAMING ORDER TO 10% OR LESS. 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 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com CONSULTANT: r n L j PROJECT: NationalInstituteof StandardsandTechnology NetZeroEnergy Residential Test Facility NIST Campus Gaithersburg, MD U.S. Department of Energy Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A-PLOT-PLAN-NZERTF CAD DWG FILE: DRAWN BY: HW CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION 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
- 11. 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 2x4 VERTICAL WOOD STUD BLOCKING ALONG RAKE END RIM JOIST BETWEEN SILL PLATE AND FLOOR SHEATHING 14" DEEP OPEN WEB FLOOR TRUSS TYPE "E" AT 24" O.C. WITH T & G FLOOR SHEATHING; SEE A-701 ,A-702 FOR TRUSS TYPES 14" DEEP OPEN WEB FLOOR TRUSS TYPE "E" AT 24" O.C. WITH T & G FLOOR SHEATHING; SEE A-701 ,A-702 FOR TRUSS TYPES m m m O o CN m 14" DEEP OPEN WEB FLOOR TRUSS TYPE "E1" AT 24" O.C. WITH T & G FLOOR SHEATHING; SEE A-701, A-702 FOR TRUSS TYPES WX14" LSL RIM (jOIST iy4"X1iy4" LSL RIM JOIST CD CO CO D 2x4 VERTICAL WOOD STUD 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 BUT BETWEEN JOISTS, TYPICAL 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 2x4 VERTICAL WOOD STUD BLOCKING ALONG RAKE END RIM JOIST BETWEEN SILL PLATE AND FLOOR SHEATHING I 14" DEEP OPEN WEB FLOOR TRUSS TYPE "F" AT 24" O.C. WITH T & G FLOOR SHEATHING; SEE 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 1. CONTRACTOR TO VERIFY ENGINEERED WOOD PRODUCT (EWP) MEMBER SIZES WITH EWP SUPPLIER. BUILDINGSCIENCE CORPORATION 2. EWP CONNECTIONS TO FOLLOW EWP SUPPLIER INSTRUCTIONS. 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 6. GENERAL STRUCTURAL FRAMING CONNECTIONS: 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. CONSULTANT: STRUCTURAL FRAMING CONNECTIONS FOR CENTER BEARING WALL (TO RESIST ROOF UPLIFT): 7. RAFTER TO RIDGE BOARD: USP AC7 ANGLE BRACKET WITH 4 10d NAILS EACH LEG 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 StandardsandTechnology 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 Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A-PLOT-PLAN-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION 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
- 12. 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 WOOD STUDS UNLESS OTHERWISE NOTED. 3. 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. FLOOR ACCESS PANELS FIT WITHIN FRAMING MEMBERS; SEE FRAMING PLAN. PANELS TO BE COVERED WITH FINISH FLOORING. SEE 8/A-508. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 StandardsandTechnology 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 U.S. Department of Energy Research Toward Zero Energy Homes 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 MARK DATE DESCRIPTION 15. 3'-0" x 7'-0" RH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION 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 BUILDING SCIENCE CORPORATION 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
- 13. 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 DRAWN AS SEEN FROM EXTERIOR 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 OPENING DIMENSIONS TO BE ADJUSTED PER MANUFACTURER SELECTION AS FOLLOWS: / 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 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: INCREASE THE MANUFACTURER'S SPECIFIED ROUGH OPENING HEIGHT BY ADDING©’ TO THE TOP AND 1" TO THE BOTTOM. C: FRAMING HEIGHT FOR DOORS: INCREASE THE MANUFACTURER'S SPECIFIED ROUGH OPENING HEIGHT BY ADDING 1/2" TO THE TOP. FRAMING STUDS TO BE FSC-CERTIFIED 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 www.buildingscience.com 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 6. LIMIT THE OVERALL ESTIMATED WASTE FACTOR 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 StandardsandTechnology 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 U.S. Department of Energy Research Toward Zero Energy Homes 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^- MARK DATE DESCRIPTION X ro O'-O' ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF 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 BUILDING SCIENCE CORPORATION / / ^£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"
- 14. 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 BLOCKING ALONG RAKE END RIM 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 2x4 VERTICAL WD STUD BLOCKING ALONG RAKE END RIM JOIST BETWEEN TOP PLATE OF WALL BELOW AND BOTTOM PLATE 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 2x4 VERTICAL WD STUD BLOCKING ALONG RAKE END RIM JOIST BETWEEN TOP PLATE OF WALL BELOW AND BOTTOM PLATE 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 2x4 VERTICAL WD STUD BLOCKING ALONG RAKE END RIM JOIST BETWEEN TOP PLATE OF WALL BELOW AND BOTTOM PLATE OF GABLE WALL A 1-1/4" x 11-1/4” LSL RIM BOARD ATTICFRAMINGPLAN SCALE: 1/4” = 1’-0" GENERALSHEETNOTES BUILDINGSCIENCE CORPORATION 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. GENERAL STRUCTURAL FRAMING CONNECTIONS: 4. LSL CEILING JOISTS TO FLOOR HEADERS: USP THD179 ENGINEERED WOOD JOIST HANGER; DOUBLE LSL FLOOR HEADER TO TRIMMER: USP HD 410 DOUBLE HANGER. 5. 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 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 STUD IN ATTIC BEARING WALL TO CEILING JOIST: USP LTW12 WITH 4 10d NAILS EACH END CONSULTANT: 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) 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. 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 StandardsandTechnology NetZeroEnergy ResidentialTest Facility NIST Campus Gaithersburg, MD U.S. Department of Energy Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A-PLOT-PLAN-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION 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.
- 15. 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 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. 4. SAWN LUMBER RAFTERS AND BLOCKING TO BE FSC CERTIFIED. 5. 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. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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. 7. STRUCTURAL FRAMING CONNECTIONS FOR CENTER BEARING WALL (TO RESIST ROOF UPLIFT): CONSULTANT: RAFTER TO RIDGE BOARD: USP AC7 ANGLE BRACKET WITH 4 10d NAILS EACH LEG 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 StandardsandTechnology NetZeroEnergy ResidentialTest Facility OSHEETKEYNOTES NIST Campus Gaithersburg, MD U.S. Department of Energy Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A-PLOT-PLAN-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION 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
- 16. 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. F.1 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 LINE OF CLADDING BELOW 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 StandardsandTechnology ^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 U.S. Department of Energy Research Toward Zero Energy Homes 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 LINE OF CLADDING BELOW MARK DATE DESCRIPTION CM CM r n co ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION ID PROJECT NO: NIST NZERTF 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 BUILDING SCIENCE CORPORATION SHEET TITLE: ROOFPLAN ROOFPLAN o SCALE AS NOTED 1 SCALE: 1/4" = 1’-0" A-113
- 17. GENERALSHEETNOTES BUILDINGSCIENCE CORPORATION 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): (1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO RAFTER RIM BOARD; (1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO RAFTER, 4" FROM END OF 2x4. STRUCTURAL FRAMING CONNECTIONS FOR 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 F.1 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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: STRUCTURAL FRAMING CONNECTIONS FOR 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. 6. STRUCTURAL FRAMING CONNECTIONS FOR 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 ON TOP OF ROOF SHEATHING WITHIN ROOF RIGID INSULATION, TYP. 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. 2X4 LEDGER INSTALLED ON TOP 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 StandardsandTechnology ;l i m 2X4 FASCIA NAIL ER OSHEETKEYNOTES CNJ 1 I uJ l±l J 2X4 OUTLOOK AT 24" O.C. INSTALLED ON TOP OF ROOF SHEATHING WITHIN ROOF RIGID INSULATION, TYP. —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 U.S. Department of Energy Research Toward Zero Energy Homes 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 ON TOP OF ROOF SHEATHING WITHIN ROOF RIGID INSULATION, TYP. 2X4 LEDGER INSTALLED ON TOP 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 2X10 LEDGER INSTALLED ON TOP 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 BUILDING SCIENCE CORPORATION 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
- 18. GENERALSHEETNOTES BUILDINGSCIENCE CORPORATION 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): (1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO RAFTER RIM BOARD; (1) #10 x 5" WOOD SCREW THROUGH 2x4 INTO 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 www.buildingscience.com 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 StandardsandTechnology 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 U.S. Department of Energy Research Toward Zero Energy Homes -j| •*r & 2X4 FASCIA NAILER, TYP. c I_ 2X4 OUTLOOK AT 24" O.C. INSTALLED ON TOP OF ROOF SHEATHING WITHIN ROOF RIGID INSULATION, TYP. 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 MARK DATE DESCRIPTION ■v ■V ■V ■V ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION 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 BUILDING SCIENCE CORPORATION SHEET TITLE: UPPERROOF OVERHANG FRAMINGPLAN i UPPERROOFOVERHANGFRAMINGPLAN o SCALE AS NOTED z 1 SCALE: 1/4" = 1'-0" A-115
- 19. 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. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com CROWN MOULDING EXTENDS 5" FROM GWB, SEE INTERIOR ELEVATIONS FOR EXTENT OF CROWN MOULDING. 6. CONSULTANT: r n L j PROJECT: NationalInstituteof StandardsandTechnology NetZeroEnergy Residential Test Facility NIST Campus Gaithersburg, MD MSS U.S. Department of Energy Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A-PLOT-PLAN-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION 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
- 20. 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 CORRESPONDS TO 461.30' IN THE SITE/CIVIL DRAWINGS. 9.67 9.67 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 StandardsandTechnology 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 U.S. Department of Energy Research Toward Zero Energy Homes 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 © © © MARK DATE DESCRIPTION © ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION B B B B B E1. COLLECTOR PANEL CONDUIT EXTERIOR LANTERN E2. PROJECT NO: NIST NZERTF © 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 BUILDING SCIENCE CORPORATION 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. F10. FUTURE AIR-TO-AIR OUTDOOR UNIT CONNECTION A-201 FRONT(SOUTH)ELEVATION 1 R1. PLUMBING STACK VENT SCALE: 1/4" = 1'-0" R2. SOIL GAS VENT
- 21. GENERALSHEETNOTES F D B E C A A.1 BUILDINGSCIENCE CORPORATION 1. FIRST FLOOR SOFFITS AND SECOND FLOOR SOFFITS TO ALIGN AROUND PERIMETER OF HOUSE. I 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. 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 CORRESPONDS TO 461.30' IN THE SITE/CIVIL DRAWINGS. 13 9.67 9.67 12 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com <E> 4 B.O. CEILING JOISTS OSHEETKEYNOTES ALIGN EL. +19-7 1/4n © © ± 2 1. ASPHALT ROOF SHINGLES D © CONSULTANT: 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 f x 10 TRIM 1"x4 WINDOW TRIM BUILT-UP WINDOW CROWN 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 EGRESS WINDOW WELL AND LADDER 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: 19. LOAD-BEARING COLUMN □ CONDUIT FOR INSTRUMENTATION THROUGH WALL AT RIM JOIST UNDER BREEZEWAY ROOF 20. EXTERIOR LANTERN NationalInstituteof StandardsandTechnology 4 T.O. GARAGE SLAB (LOWEST PT) EL. -2'-4" 21. PV ARRAY 22. SOLAR COLLECTOR (HOT WATER SYSTEM) 23. SCREEN PANEL NetZeroEnergy Residential Test Facility LEFTSIDE(WEST)ELEVATION 24. PREFABRICATED PILASTER 2 25. FIBER CEMENT PANEL SCALE: 1/4" = 1'-0" 26. FIBER CEMENT TRIM 5 6 4 3 2 1 7 27. 2" SILL 28. KICK-OUT FLASHING NIST Campus Gaithersburg, MD 29. ALUMINUM COIL STOCK COVERING I I I 1 1 1 3 1 A-301 A-302 A-303 A-305 A-305 U.S. Department of Energy Research Toward Zero Energy Homes 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 MARK DATE DESCRIPTION © COLLECTOR PANEL CONDUIT E1. ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION I I I E2. EXTERIOR LANTERN PROJECT NO: NIST NZERTF 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 BUILDING SCIENCE CORPORATION 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
- 22. GENERALSHEETNOTES 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. SIDING TO BE PAINTED P-12. 4. ALL TRIM AND SOFFITS TO BE PAINTED P-13. 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 CORRESPONDS TO 461.30' IN THE SITE/CIVIL DRAWINGS. T.O. GARAGE ROOF RIDGE EL. +18-10 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 12 I 9.67 OSHEETKEYNOTES 12 1. ASPHALT ROOF SHINGLES 9.67 CONSULTANT: 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 f x 10 TRIM 1"x4 WINDOW TRIM BUILT-UP WINDOW CROWN 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 EGRESS WINDOW WELL AND LADDER 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: 19. LOAD-BEARING COLUMN * T.O. GARAGE FOOTING EL. -4-0 20. EXTERIOR LANTERN NationalInstituteof StandardsandTechnology 21. PV ARRAY 22. SOLAR COLLECTOR (HOT WATER SYSTEM) 23. SCREEN PANEL NetZeroEnergy Residential Test Facility LEFTSIDE(WEST)GARAGEELEVATION 24. PREFABRICATED PILASTER 2 25. FIBER CEMENT PANEL SCALE: 1/4"= 1'-0" 26. FIBER CEMENT TRIM 27. 2" SILL 28. KICK-OUT FLASHING NIST Campus Gaithersburg, MD 29. ALUMINUM COIL STOCK COVERING U.S. Department of Energy Research Toward Zero Energy Homes 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 MARK DATE DESCRIPTION E9 12 ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION 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 BUILDING SCIENCE CORPORATION 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 F10. FUTURE AIR-TO-AIR OUTDOOR UNIT CONNECTION A-203 RIGHTSIDE(EAST)GARAGEELEVATION R1. PLUMBING STACK VENT SCALE: 1/4"= 1'-0" R2. SOIL GAS VENT
- 23. 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 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 StandardsandTechnology 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 U.S. Department of Energy Research Toward Zero Energy Homes 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 MARK DATE DESCRIPTION STAIR: ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION S1. WOOD HANDRAIL S2. WOOD BALUSTER PROJECT NO: NIST NZERTF 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 BUILDING SCIENCE CORPORATION 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
- 24. GENERALSHEETNOTES BUILDINGSCIENCE CORPORATION 1. ALL TROPICAL WOOD, IF USED, MUST BE FSC-CERTIFIED. 20'-0" 15'-6" 7^- 7^- 7^- 2. SEE A-602 FOR FINISH SCHEDULE. 8-0" 12'-0' 4'-10" 5'-10' 4'-10" 7^- 7^ 7^ 7^ 7^ 7^ 7L ALIGN SWITCH AND RECEPTACLE PLATES WITH TOP OF TILE IN KITCHENS AND BATHROOMS. 3. Z------ V m z o 55" FLAT SCREEN TV G5 G5 -=f OSHEETKEYNOTES Tl T WALL SCONCE WALL SCONCE 0 -V 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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 G4. WINDOW HEAD TRIM G16 CD G5. 1x4 WINDOW JAMB TRIM O O o o o o o o o o o G6. WINDOWSILL TRIM o © ^7 ©) G7. CASED OPENING HEAD TRIM CO (G19) G8. 1x6 CASED OPENING JAMB TRIM (G1 CD G9. CASED OPENING BASE TRIM 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 G13. BUILT-UP COLUMN SCALE: 1/2" = 1’-0' SCALE: 1/2" = 1'-0’ G14. COLUMN BASE TRIM r n 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 StandardsandTechnology B2. HAND HELD SHOWER 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 U.S. Department of Energy Research Toward Zero Energy Homes "sE ^E CO CO CO CO B15. SOLID SURFACE BACKSPLASH CN CN CN © B16. SOLID SURFACE COUNTERTOP P7 B17. FRAMELESS GLASS SHOWER DOOR, TEMPERED B18. SOLID SURFACE BATHTUB DECK 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: ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION ■^7 WALL SCONCE n- S1. WOOD HANDRAIL CM S2. WOOD BALUSTER n- ->7 PROJECT NO: NIST NZERTF 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 BUILDING SCIENCE CORPORATION 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 P3. EXTERIOR FIBER CEMENT LAP SIDING % 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 P8. FIBER CEMENT PANEL BOARD 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'
- 25. 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 ~ 1. ALL TROPICAL WOOD, IF USED, MUST BE FSC-CERTIFIED. 2. SEE A-602 FOR FINISH SCHEDULE. ■v -v ALIGN SWITCH AND RECEPTACLE PLATES WITH TOP OF TILE IN KITCHENS AND BATHROOMS. 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 www.buildingscience.com 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 G4. WINDOW HEAD TRIM o CM CM 13 B1 G5. 1x4 WINDOW JAMB TRIM LO fi AX G6. WINDOWSILL TRIM le ■y—y y------- y—y—y—y y—y—y y-------- y------ y—y G7. CASED OPENING HEAD TRIM G8. 1x6 CASED OPENING JAMB TRIM G9. CASED OPENING BASE TRIM 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" G13. BUILT-UP COLUMN G14. COLUMN BASE TRIM r n 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 StandardsandTechnology B2. HAND HELD SHOWER 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 U.S. Department of Energy Research Toward Zero Energy Homes 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 B18. SOLID SURFACE BATHTUB DECK 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 MARK DATE DESCRIPTION STAIR: ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION y S1. WOOD HANDRAIL 7 7 8~Q^Q~9 S2. WOOD BALUSTER y : : PROJECT NO: NIST NZERTF 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 BUILDING SCIENCE CORPORATION 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 P3. EXTERIOR FIBER CEMENT LAP SIDING 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 P8. FIBER CEMENT PANEL BOARD 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'
- 26. 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 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 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"x 4" DOOR HEAD TRIM L J BATH: PROJECT: B1. TILE NationalInstituteof StandardsandTechnology 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 U.S. Department of Energy Research Toward Zero Energy Homes 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 17-11 1/2" 5'-1 O' K3. END PANEL v- v- K4. SUPPORT BRACKET 5'-0" 6-9 1/2’ 2'-8" 3'-2' ir-2' K5. RANGE HOOD EXHAUST DUCT -7^- V- V- K6. TILE BACKSPLASH K7. SOLID SURFACE BACKSPLASH -v -v m z V K8. SOLID SURFACE COUNTERTOP MARK DATE DESCRIPTION 18"x 18" ACCESS PANEL STAIR: ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION S1. WOOD HANDRAIL S2. WOOD BALUSTER PROJECT NO: NIST NZERTF JK S3. WOOD TREAD A-PLOT-ELEV-NZERTF CAD DWG FILE: S4. WOOD TRIM 2-0' KG, HW DRAWN BY: S5. WOOD STRINGER r CHECKED BY: BP €> S6. WOOD POST COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION o o o G3 G3 1 £ o> G) (Ji SCREEN PORCH: CJ CN P1. EXTERIOR WATER TABLE SHEET TITLE: o / P2. PORCH DOOR LO 18 CD INTERIOR ELEVATIONS P3. EXTERIOR FIBER CEMENT LAP SIDING % x 6 DOOR TRIM % TRIM BOARD 3" CROWN ] T P4. P5. 1 1 10 o ©© ©© -V P6. X co CN 13 P7. 5 1/2" BASE ID P8. FIBER CEMENT PANEL BOARD G2 Sr- —nr G2 G2 ^^^------------------- V P9. %" WALL CAP P10. SCREEN PANEL i o SCALE AS NOTED £ z P11. SCREEN DOOR P12. 3 1/2" TRIM A-207 1STFLOORHALLELEVATION BEDROOM2ELEVATION(BEDROOM3SIMILAR) BATH#2ELEVATION 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'
- 27. GENERALSHEETNOTES BUILDINGSCIENCE CORPORATION 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. EL. +0'-23/8" (T.O. FIRST FLOOR SUBFLOOR) IN THE ARCHITECTURAL DRAWINGS CORRESPONDS TO 461.5' IN THE SITE/CIVIL DRAWINGS. 5. EL. -9'-1iy2" (T.O. BASEMENT SLAB) IN THE ARCHITECTURAL DRAWINGS CORRESPONDS TO 451.34 IN THE SITE/CIVIL DRAWINGS. 6. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com D A.1 A B F F.1 5'-8" 2'-0" 16'-6' 20'-0" 10-10" 7L -><- -><- CONSULTANT: I OSHEETKEYNOTES I r n I UNVENTED ROOF ASSEMBLY: ASPHALT SHINGLES, CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE, 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, L J 6'-8 1/8" RAFTER 3'-1 7/8’ 6'-8" RAFTER SPAN 'AN 7 *- 7 ~ 2x14 RIDGE BOARD PROJECT: $ T.O. ROOF STRUCTURAL RIDGE t 12 12 EL. +16-9 1/8’ NationalInstituteof StandardsandTechnology 9.67 9.67 NetZeroEnergy ResidentialTest Facility I 1VI1 1/2 t 12 2 -v 4 OPEN CELL SPRAY FOAM 1/ "K. A-402 INSULATION (0.5 PCF) $ B.O. ATTIC JOISTS 5- m EL. +9-3 3/8 2'-6" 2'-4' * / 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 £' PLYWOOD SHEATHING, 2x6 24" O.C. WOOD STUD WALL FILLED WITH CELLULOSE INSULATION TO R-19 GWB — CEILING ASSEMBLY: ---- (— if" x 11^" LSL ENGINEERED JOISTS V AT 24" O.C., GWB I NIST Campus Gaithersburg, MD CM O U.S. Department of Energy Research Toward Zero Energy Homes I 1 T.O. FIRST FLOOR SUBFLOOR A-402 EL. +0-2 3/8" T.O. FOUNDATION WALL $ I EL. +0-0" GRADE U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy 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) ENERGY . . / EL. -0-3 5/8 — 1ST FLOOR ASSEMBLY: §" T & G FLOOR SHEATHING, 14" DEEP OPEN WEB WOOD JOIST I 4 T.O. FOUNDATION WALL SHELF EL. -T-2" I—I l=l m ROOF DRIP EDGE DRAINAGE IN STONE BED, TYPICAL; SEE2/A-101A I m 00 - EXTERIOR WALL AT FOUNDATION :j~| DRAINAGE MAT E DAMPPROOFING :JJ 10" CONCRETE WALL ;TT 2" XPS SLOTTED INSULATION = 2" FOIL-FACED POLYISOCYANURATE INSULATION -11 £' GWB $ T.O. BASEMENT SLAB :| EL. -9-11 1/2 TT MARK DATE DESCRIPTION I 1 :| 4 T.O. FOOTING ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION :JJ]=I :i EL. -10-5 1/2 :m==l US 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 PROJECT NO: NIST NZERTF FREE DRAINING BACKFILL, UNIFIED SOIL CLASSIFICATION SYSTEM TYPE GW, GP, SW, OR SP A-PLOT-SECT-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION SHEET TITLE: BUILDINGSECTION BUILDINGSECTION o SCALE AS NOTED 1 SCALE: 1/4" = 1'-0' A-301
- 28. GENERALSHEETNOTES BUILDINGSCIENCE CORPORATION 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. EL. +0-2%" (T.O. FIRST FLOOR SUBFLOOR) IN THE ARCHITECTURAL DRAWINGS CORRESPONDS TO 461.5' IN THE SITE/CIVIL DRAWINGS. 5. EL. -9'-1iy2" (T.O. BASEMENT SLAB) IN THE ARCHITECTURAL DRAWINGS CORRESPONDS TO 451.34' IN THE SITE/CIVIL DRAWINGS. 6. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com D A.1 A B E G 5'-8' 2'-0" 16'-6" 18'-0" 2'-0' 7" 7 V- CONSULTANT: OSHEETKEYNOTES 19'-3" RAFTER SPAN 19'-3" RAFTER SPAN 7- 7l ”7 “ UNVENTED ROOF ASSEMBLY: ASPHALT SHINGLES, CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE, 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, £' GWB $ T.O. ROOF RIDGE EL. +27-5 3/8 T.O. 4/12 ROOF STRUCTURAL RIDG 1-1/4" x 14" LSL RIDGE BOARD II 4 EL. +26-11 1/2" r n 12 12 4- 4 4 V A-401J J co :C t~± igg? 3 1/4' * B.O. CEILING JOISTS + EL. +19'-7 1/4ii L J SEE A-509 FOR FLASHING AT ROOF-TO-WALL INTERSECTIONS LEDGER BOARDS (FOR RAFTERS AND CEILING JOISTS) ON TOP OF INSULATING SHEATHING FRONT PORCH ROOF ASSEMBLY: ASPHALT SHINGLES, FULLY-ADHERED PEEL-AND-STICK ROOF MEMBRANE §" PLYWOOD SHEATHING WITH H-CLIPS, 2x12 ROOF RAFTERS, I J. 2'-4' 2'-4" — ATTIC FLOOR ASSEMBLY 1/2" PLYWOOD SUBFLOOR (PARTIAL) 13/4" X11 LSL ENGINEERED CEILING JOIST £' GWB I 7 ~ PROJECT: M___ y NationalInstituteof StandardsandTechnology 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, 2x6 24" O.C. WOOD STUD WALL FILLED WITH CELLULOSE INSULATION TO R-19 £' GWB CM O O) NetZeroEnergy ResidentialTest Facility 6 12 12 4 A-508 9.67 $ T.O. SECOND FLOOR SUBFLOOR EL. +10-6 1/4ii 4" 4’ £ m ±- r $ B.O. FLOOR JOISTS 2ND FLOOR ASSEMBLY: T & G FLOOR SHEATHING, 14" DEEP OPEN WEB WOOD JOIST, £' GWB EL. +9-3 3/8ii T-8' NIST Campus Gaithersburg, MD v y 7Y- y- 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, eg CM OPEN CELL SPRAY FOAM INSULATION (0.5 PCF) AT RIM JOIST OF 1ST AND 2ND FLOOR FRAMING o U.S. Department of Energy Research Toward Zero Energy Homes O) V A-401 J o> oo $ T.O. FIRST FLOOR SUBFLOOR y EL. +0-2 3/8 T.O. FOUNDATION WALL ii m $ 1 EL. +0-0" GRADE U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy 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) ROOF DRIP EDGE DRAINAGE UNDERNEATH STONE BED OF PATIO; SEE 5/A-101A ENERGY i- •i EL. -0-3 5/8ii m — 1ST FLOOR ASSEMBLY: T & G FLOOR SHEATHING, 14" DEEP OPEN WEB WOOD JOIST II 4 T.O. FOUNDATION WALL SHELF 3 y EL. -1'-2" II A-508 SONOTUBE BEYOND, UNDER PORCH COLUMN oo II=III=IT1 EXTERIOR WALL AT FOUNDATION = DRAINAGE MAT V DAMPPROOFING :|J10" CONCRETE WALL JE 2" XPS SLOTTED INSULATION 1=11 2" FOIL-FACED POLYISOCYANURATE INSULATION GWB ! N=m=Nj T.O. BASEMENT SLAB 1 EL. -9-11 1/2 05/07/10 II UPDATED IF T V MARK DATE DESCRIPTION 4 T.O. FOOTING mm* ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION I l=l 11: I: H EL. -10-5 1/2ii l=l I l: ; ; 11: I l=l I l=l 11; l|: PROJECT NO: NIST NZERTF — 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 FREE DRAINING BACKFILL, UNIFIED SOIL CLASSIFICATION SYSTEM TYPE GW, GP, SW, OR SP A-PLOT-SECT-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION SHEET TITLE: BUILDINGSECTION i BUILDINGSECTION o SCALE AS NOTED z 1 SCALE: 1/4" = 1'-0" A-302
- 29. GENERALSHEETNOTES BUILDINGSCIENCE CORPORATION 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. EL. +0'-23/8" (T.O. FIRST FLOOR SUBFLOOR) IN THE ARCHITECTURAL DRAWINGS CORRESPONDS TO 461.5' IN THE SITE/CIVIL DRAWINGS. 5. EL -9'-1 iy2" (T.O. BASEMENT SLAB) IN THE ARCHITECTURAL DRAWINGS CORRESPONDS TO 451.34' IN THE SITE/CIVIL DRAWINGS. 6. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com D A.1 A B G 5'-8' v 2'-°" 16'-6" 20'-0' CONSULTANT: OSHEETKEYNOTES 19'-3" RAFTER SPAN 19'-3" RAFTER SPAN T.O. ROOF RIDGE EL. +27-5 3/8 1-1/4" x 14" LSL RIDGE BOARD T.O. 9.67/12 ROOF STRUCTURAL RIDGE EL. +26-10 1/8 r n 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, £' GWB 12 12 9.67 9.67 B.O. CEILING JOISTS nn EL. +19'-7 1/4 L J — ATTIC FLOOR ASSEMBLY 1%"x11 LSL ENGINEERED CEILING JOIST Jr" GWB PROJECT: NationalInstituteof StandardsandTechnology CM O CD NetZeroEnergy ResidentialTest Facility 12 1--11 1/2" 1--11 1/2" 4 T.O. SECOND FLOOR SUBFLOOR -E 1 L-j 2 EL. +10-6 1/4’ 4' -V H 4" * B.O. FLOOR JOISTS 2'-4" — 2ND FLOOR ASSEMBLY: §" T & G FLOOR SHEATHING, 14" DEEP OPEN WEB WOOD JOIST, GWB EL. +9-3 3/8 NIST Campus Gaithersburg, MD T-8' EXTERIOR WALL ASSEMBLY: FIBER CEMENT SIDING, WOOD FURRING STRIPS, (2) 2" FOIL-FACED POLYISOCYANURATE WITH STAGGERED JOINTS, CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE 2 PLYWOOD SHEATHING, 2x6 24" O.C. WOOD STUD WALL FILLED WITH CELLULOSE INSULATION TO R-19 CM OPEN CELL SPRAY FOAM INSULATION (0.5 PCF) AT RIM JOIST OF 1ST AND 2ND FLOOR FRAMING o U.S. Department of Energy Research Toward Zero Energy Homes CT> 4T.O. FIRST FLOOR SUBFLOOR f GWB EL. +0-2 3/8" T.O. FOUNDATION WALL EL. +0-0 GRADE U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy | 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) ENERGY * I- I EL. -0-3 5/8 m — 1ST FLOOR ASSEMBLY: g" T & G FLOOR SHEATHING, 14" DEEP OPEN WEB WOOD JOIST I I 4 T.O. FOUNDATION WALL SHELF _ EL. -1'-2" 2 ROOF DRIP EDGE DRAINAGE UNDERNEATH STONE BED OF PATIO; SEE 5/A-101A m co 11: :| 11—111—111—111—111: - EXTERIOR WALL AT FOUNDATION _jrr DRAINAGE MAT j=| | |E DAMPPROOFING 10" CONCRETE WALL 2" XPS SLOTTED INSULATION 2" FOIL-FACED POLYISOCYANURATE INSULATION 2 GWB $ T.O. BASEMENT SLAB 05/07/10 UPDATED EL.-9-11 1/2 m 2S II t - ^ ^ 1 V. „ . .j—;. & • 1 — b...- . k— -------------- ■ .„ 4.—r——r~——r MARK DATE DESCRIPTION zoilfe 4 T.O. FOOTING ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION EL. -10-5 1/2 i = i i=i 11 :lll: PROJECT NO: NIST NZERTF — 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 FREE DRAINING BACKFILL, UNIFIED SOIL CLASSIFICATION SYSTEM TYPE GW, GP, SW, OR SP A-PLOT-SECT-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION SHEET TITLE: BUILDINGSECTION BUILDINGSECTION o SCALE AS NOTED 1 SCALE: 1/4" = 1'-0" A-303
- 30. GENERALSHEETNOTES BUILDINGSCIENCE CORPORATION 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. EL. +0'-0" IN THE ARCHITECTURAL DRAWINGS CORRESPONDS TO 461.30' IN THE SITE/CIVIL DRAWINGS. 4. EL +0'-23/s" (T.O. FIRST FLOOR SUBFLOOR) IN THE ARCHITECTURAL DRAWINGS CORRESPONDS TO 461.5' IN THE SITE CIVIL DRAWINGS. 5. EL. -9'-11 V2" (T.O. BASEMENT SLAB) IN THE ARCHITECTURAL DRAWINGS CORRESPONDS TO 451.34 IN THE SITE/CIVIL DRAWINGS. 6. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 3 4 6 5 7 2'-0" 32'-0' 2'-0" 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, 4" GWB OSHEETKEYNOTES 5 A-508 4 T.O. ROOF RIDGE EL. +27'-5 3/8" T.O. 4/12 ROOF STRUCTURAL RIDGB IN SECTION $ = l F^DGE EL. +26-11 1/2 r n y 2 4 T.O. 9.67/12 ROOF STRUCTURAL I/ y EL. +26-10 1/8 A-508 I 1'--’ L 1-4" T - 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, VF y LI 4 B.O. CEILING JOISTS FF EL. +19'-7 1/4 L J 1'-4" T-4' — ATTIC ASSEMBLY: 1%" x 114 " LSL ENGINEERED JOISTS AT 24" O.C., I' GWB PROJECT: NationalInstituteof StandardsandTechnology y CN M o 3 r-4" CD / NetZeroEnergy ResidentialTest Facility 4 A-508 ------- CEILING ASSEMBLY: _ _ 1|" x 11|" LSL ENGINEERED JOISTS AT 24" O.C., I' GWB 4 T.O. SECOND FLOOR SUBFLOOR £3 . =L l EL. +10'-6 1/4" I f ■ 2r = ±(-|s 4 B.O. FLOOR JOISTS — 2ND FLOOR ASSEMBLY: T & G FLOOR SHEATHING, 14" DEEP OPEN WEB WOOD JOIST AT 24" O.C., I' GWB EL. +9'-3 3/8" NIST Campus Gaithersburg, MD EXTERIOR WALL ASSEMBLY: FIBER CEMENT SIDING, WOOD FURRING STRIPS, (2) 2" FOIL-FACED POLYISOCYANURATE 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___ _ -------------------- eg OPEN CELL SPRAY FOAM INSULATION (0.5 PCF) AT RIM JOIST OF 1ST AND 2ND FLOOR FRAMING o U.S. Department of Energy Research Toward Zero Energy Homes CT> 4 T.O. FIRST FLOOR SUBFLOOR y EL. +0'-2 3/8" T.O. FOUNDATION WALL 1 4 o EL. +0'-0 GRADE U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy 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 4 ■1 r- EL. -0'-3 5/8’ 4 T.O. FOUNDATION WALL SHELR y; 5 — 1ST FLOOR ASSEMBLY: l" T & G FLOOR SHEATHING, 14" DEEP OPEN WEB WOOD JOIST EL. -1'-2 T A-402 00 EXTERIOR WALL AT FOUNDATION DRAINAGE MAT DAMPPROOFING 10" CONCRETE WALL 2" XPS SLOTTED INSULATION :|jj=|| 2" FOIL-FACED POLYISOCYANURATE INSULATION ii'GWB ajL—MU—LM—Li 4 T.O. BASEMENT SLAB - ___ 1SS: EL.-9-11 1/2" t I TT7 MARK DATE DESCRIPTION w 4 T.O. FOOTING =l i i=i i i=i 11= ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION TTT TTT ” TTT EL. -10-5 1/2 :| 3 PROJECT NO: NIST NZERTF — 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 FREE DRAINING BACKFILL, UNIFIED SOIL CLASSIFICATION SYSTEM TYPE GW, GP, SW, OR SP A-PLOT-SECT-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION SHEET TITLE: BUILDINGSECTION BUILDINGSECTION o SCALE AS NOTED 1 SCALE: 1/4" = 1'-0" A-304
- 31. F F.1 C C.1 E.1 E 10'-10' "7 ~ I 7-11 1/2' 8-1 7-11 1/2' I1- 7^ V- LEpGER 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 |" PLYWOOD SHEATHING WITH H-CLIPS, 2x12 ROOF RAFTERS AT 24" O.C., BREEZEWAY ROOF ASSEMBLY: ASPHALT SHINGLES, FULLY-ADHERED PEEL-AND-STICK ROOF MEMBRANE §" PLYWOOD SHEATHING WITH H-CLIPS, 2x12 ROOF RAFTERS AT 24" O.C., -2 114" SPAN 4-2 114" SPAN 7d " 7 ~ 12 4 I 12 12 4 4 4 I TIE STRAP CONNECTING RAFTER AND CEILING JOIST A-402 4" 4 B.O. PORCH CEILING JOISTS r-o" I r EL. +9-3 3/8 it V I SCREEN PORCH CEILING ASSEMBLY: 2x6 JOISTS AT 24" O.C., BEADBOARD 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 1'-8’ ’-8" 7L I 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, 3'1/2' 5 1/2' 7 7^ T.O. PORCH FOUNDATION WALL y 4 T.O. BREEZEWAY FLOOR SURFACE CD EL. +0-2 3/8 T.O. HOUSE FOUNDATION WALL ii CM EL. +0-2 3/8 ii $ -V -V EL. +0-0 GRADE ii 4 T.O. HOUSE FOUNDATION WALL 4 i EL. +0-0 ii H ROOF DRIP EDGE DRAINAGE IN STONE BED; SEE 2/A-101A EL. -0-3 5/8 ii t| CD I CM 3 II...... ' = = = = i=m—m—m=m A-508 _ :l I l=l I l=l 11: :l I l=l I :l I l=l 11: ROOF DRIP EDGE DRAINAGE IN STONE BED; SEE 2/A-101A :| 11=| 11=| 11=| 11=| 11=| ;| I SOfMOTUBE BEYOND, UNDER PORCH COLUMN :| I ill 4 T.O. BASEMENT SLAB ill EL. -9-11 1/2ii rnrifn f BREEZEWAYSECTION T.O. FOOTING 3 EL. -10-5 1/2 ii SCALE: 1/4" = 1'-0" SCREENPORCHSECTION SCALE: 1/4" = 1’-0' c E 12 24’-0' 9.67 9.67 7" 7" CD 5-2" 9’-0' 9’-1 O’ X C- C- ~7^ ~7^ Cl T.O. GARAGE ROOF RIDGE 12 -v EL. +18-10 ii 4 CONTINUOUS FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE ON THIS SECTION OF ROOF; EXTEND 1’ BEYOND CHANGE IN ROOF SLOPE 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, |" 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 12 10 M4'K -v 9.67 9.67 1'-10 7/8" 2'-0' 2'-0" TYPICALGARAGEROOFENDWALLTRUSS 12 3 1B A-402 SCALE: 1/4" = 1'-0" 7 7/8' $ B.O. ROOF TRUSS n Jc EL. +8-11 T 7 7/8"^ r-11" 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) PLYWOOD SHEATHING, 2x6 24" O.C. WOOD STUD WALL FILLED WITH CELLULOSE INSULATION TO R-19 1" GWB 5-2' 9'-0' 9-10" 1'-11 r-11" CM CM 12 T.O. HOUSE FOUNDATION WALL 9.67 9.67 r-9’ EL. +0-0 T.O. GARAGE FOUNDATION WALL ii - $ l- EL. -0-5 ii yf LOWEST POINT OFGARAGE SLAB GARAGE FOUNDATION WALL ASSEMBLY: CULTURED STONE IN MORTAR, 6" FOUNDATION WALL, Jjj 1 (2) 2" XPS RIGID INSULATION (ON INTERIOR) DOWN TO T.O. FOOTING, 1-5/8" METAL STUD WALL WITH 1/2" FOAM SILL AT BASE, £' GWB WALL BOARD GRADE AND T.O. GARAGE SLAB ATloWEST POINT EL. -2'-4 3 T=T 4 i=i i i=i ii - 4=nj 12 T.O. GARAGE FOOTING ■v 4 ipm: EL. -4 -0 II V y 10 1/4V ROOF DRIP EDGE DRAINAGE IN STONE BED, TYPICAL; SEE2/A-101A 1 '-10 7/8" 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 TYPICALGARAGEROOFTRUSS SCALE: 1/4" = 1'-0" GARAGESECTION SCALE: 1/4" = 1'-0" :| I 05 AHU STURBED SOIL OR COMPACTED FILL 2'-0" 2'-0" 2'-0" 2'-0" r-10 M 2'-0" 2'-0" 2'-0" 2'-2" 7L 7L 7L 7L 7 ~ 2'-0 ii GENERALSHEETNOTES BUILDINGSCIENCE CORPORATION 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. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com CONSULTANT: OSHEETKEYNOTES r n L j PROJECT: NationalInstituteof StandardsandTechnology NetZeroEnergy Residential Test Facility NIST Campus Gaithersburg, MD U.S. Department of Energy Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY 08/03/10 UPDATED 07/27/10 UPDATED 06/29/10 UPDATED MARK DATE DESCRIPTION ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF A-PLOT-SECT-NZERTF CAD DWG FILE: CG DRAWN BY: CHECKED BY: BP COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION SHEET TITLE: GARAGE BREEZEWAY& SCREENPORCH SECTIONS j o SCALE AS NOTED A-305 8'-0" 8'-9 1/2" y t
- 32. GENERALSHEETNOTES i BUILDINGSCIENCE CORPORATION ASPHALT ROOF SHINGLES 1. CONTRACTOR TO VERIFY ENGINEERED WOOD PRODUCT (EWP) MEMBER SIZES WITH EWP SUPPLIER. 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") 5" OF FOIL-FACE POLYISOCYANURATE INSULATING SHEATHING IN 3 LAYERS (1.5", 2", 1.5"); EXTEND TO OUTER EDGE OF ROOF OVERHANG; JOINTS STAGGERED EWP CONNECTIONS TO FOLLOW EWP SUPPLIER INSTRUCTIONS. 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") 1 FOIL-FACED POLYISOCYANURATE SHEATHING 2x4 (PLANED TO EXACTLY 3 £') TO FORM OUTRIGGER FRAMING AT 2'-0" O.C.; 2" FOIL-FACED POLYISOCYANURATE SHEATHING; AT EAVE, FIT TIGHTLY BETWEEN OUTRIGGER FRAMING 1 FOIL-FACED POLYISOCYANURATE SHEATHING; AT EAVE, FIT TIGHTLY BETWEEN OUTRIGGER FRAMING 3. FIRST AND SECOND FLOOR SOFFITS TO ALIGN AROUND PERIMETER OF HOUSE, PORCHES, AND BREEZEWAY. CONTINUOUS FULLY -ADHERED AIR BARRIER MEMBRANE CONTINUOUS WITH MEMBRANE OVER WALL SHEATHING PLYWOOD SHEATHING WITH H-CLIPS 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com 1£' x 35" LOOKOUT FRAMING AT 24" O.C. WITH 2 LAYERS OF INSULATING SHEATHING i" PLYWOOD SHEATHING WITH H-CLIPS / / , / CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE OVER SHEATHING; OVERLAP AND FULLY ADHERE WITH MEMBRANE ON WALL SHEATHING / 1 / / / >Z/ 7' r1 Ll', ' ',7 7V / / , / > / / / / L / /. ^1 / / / h / CONSULTANT: A STAINLESS STEEL DRIP EDGE J ru / / / / /' /; / / / L---_ / ' 7 / © L---_ / / / ^ L-_-_ / / / / L OSHEETKEYNOTES / / t I /■> / / w ?':o» 3" CROWN MOULDING ■v /■> / / A /^? / / / / / / “T72" ii 11f LSL ROOF RAFTER 11 l" NETTED CELLULOSE INSULATION / 6 1/2" / / Y 'Y- l 3 1/4 / i L---_ L V A-401 J 2'-4" L 5/4x8 TRIM BOARD - f GWB, PAINTED WITH LATEX PAINT BOTTOM OF CEILING JOIST STAINLESS STEEL DRIP EDGE UNDER ROOF MEMBRANE V L L-_ i" PLYWOOD y2" BEADBOARD SOFFIT 1" x 8f" FRIEZE BOARD L CONTINUOUS RIM BOARD L L f PLYWOOD WALL SHEATHING CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE OVER PLYWOOD SHEATHING L y2" BEADBOARD SOFFIT L r n L L-_ 1/2" PLYWOOD L L L EXTEND INSULATING SHEATHING ON WALL UP TO PLYWOOD ON UNDERSIDE OF ROOF INSULATING SHEATHING; JOINTS STAGGERED AND TAPED ON OUTER LAYER TYPICALWALLSECTIONATEAVEOFSECONDFLOOR CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE L 1/2" PLYWOOD WALL SHEATHING 2 (2) LAYERS OF FOIL-FACED POLYISOCYANURATE; EXTEND UP TO PLYWOOD UNDERNEATH ROOF INSULATION SHEATHING; STAGGER JOINTS AND TAPE ON OUTER LAYER SCALE: 3/4" = 1'-0’ FIBER CEMENT SIDING L J 1 x4WD FURRING STRIP PROJECT: (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 TYPICALDETAILATSECONDFLOORROOF/WALLCONNECTION NationalInstituteof StandardsandTechnology 4 2x6 24" O.C. WOOD STUD WALL WITH CELLULOSE CAVITY INSULATION SCALE: 1-1/2" = 1'-0" f GWB, PAINTED WITH LATEX PAINT NetZeroEnergy ResidentialTest Facility PLYWOOD SHEATHING WATER TABLE CAP (SLOPE TOP) CLADDING VENT INSECT SCREEN ALUMINUM COIL STOCK 2" MINERAL WOOL INSULATION BLANKET EXTENDING BEYOND PLYWOOD SHEATHING 3 CAPILLARY BREAK BELOW 2x4 WOOD SILL PLATE, 6 MIL POLY OR EQUAL 14" DEEP OPEN WEB FLOOR JOIST WITH l" FLOOR SHEATHING A-401 I 1 NIST Campus Gaithersburg, MD £ I FIBER CEMENT LAP SIDING <7 7 < < < 1 1x4 FURRING STRIP ATTACHED TO WALL FRAMING /-,! -j X4u_JLl cy ) OPEN CELL SPRAY FOAM INSULATION (0.5 PCF) 5" MIN. DEPTH K- 2 LAYERS OF 2" FOIL-FACED POLYISOCYANURATE INSULATING SHEATHING (JOINTS STAGGERED AND TAPED ON OUTER LAYER) PLYWOOD SHEATHING CONCRETE PAVERS SET IN SAND (OR CONCRETE SLAB AT FRONT PORCH) - CRUSHED STONE SUBBASE (COMPACTED) U.S. Department of Energy Research Toward Zero Energy Homes cr )■ .'.a k_..A ' 2" XPS INSULATION i- c 5cm LIQUID APPLIED CAPILLARY BREAK BELOW 2x6 WOOD PLATE %" 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. OJ " GWB WITH LATEX PAINT 2x6 WALL FILLED WITH CELLULOSE CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANE OVER PLYWOOD SHEATHING AND SEALED ONTO THE FOUNDATION WALL 7 ROOF EDGE DRAINAGE SYSTEM, UNDER PATIO; SEE 5/A-101A FOR DETAIL / ' FILTER FABRIC U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy <7 ENERGY j CLADDING VENT INSECT SCREEN AROUND BOTTOM OF INSULATION 2x6 WALL BOTTOM PLATE <7 2x4 TREATED SILL PLATE CAPILLARY BREAK WOOD FILLER £ SUBFLOOR GEOCOMPOSITE BELOW-GRADE DRAINAGE SYSTEM FROM BOTTOM OF INSULATING SHEATHING (COVERING PLYWOOD SHEATHING AT RIM JOIST) DOWN TO FOOTING ALUMINUM COIL STOCK; ATTACH BEHIND INSULATING SHEATHING, BEND OUT UNDERNEATH INSULATING SHEATHING AND EXTEND DOWN OVER MINERAL WOOL INSULATION %" x 12" A307 STEEL ANCHOR BOLT AS ABOVE j r 10" CONCRETE FOUNDATION WALL W/ (1) #4 HORIZONTAL REINFORCEMENT W/ MATCHING CORNER BAR AT TOP AND MIDDLE THIRDS AND #4 VERTICAL REINFORCEMENT AT 48" O.C. WITH 1 y4” CONCRETE COVER FROM INTERIOR SIDE OF WALL < ■ . ~F7, <] 4' J <1 9 — 7T J OPEN CELL SPRAY FOAM INSULATION (0.5 PCF) - MIN. DEPTH 5" 2" XPS SLOTTED RIGID INSULATION AGAINST CONCRETE FOUNDATION. ATTACH TO CONCRETE WALL WITH 1x3 FURRING STRIPS IN SLOTS 2" MINERAL WOOL INSULATION BLANKET FROM BOTTOM OF INSULATING SHEATHING; EXTEND DOWN APPROXIMATELY 2'-0" ' 1/2 FREE DRAINING BACKFILL: UNIFIED SOIL CLASSIFICATION SYSTEM TYPE GW, GP, SW, OR SP - 05/07/10 UPDATED j <7 tSi 2" FOIL-FACED POYISOCYANURATE INSULATION ATTACHED TO FURRING STRIPS IN SLOTS; TAPE SEAMS 2" XPS INSULATION MARK DATE DESCRIPTION H I SEALANT ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION DAMPPROOFING <7 M CONTINUOUS FILLET BEAD OF URETHANE SEALANT BTW 2" XPS BOND BREAK AND FOUNDATION WALL _ CT PROJECT NO: NIST NZERTF CONTINUOUS FILLET BEAD OF URETHANE SEALANT BTW 2" XPS BOND BREAK AND CONCRETE SLAB WOOD FILLER 4 A-PLOT-WSEC-NZERTF CAD DWG FILE: GEOCOMPOSITE BELOW-GRADE DRAINAGE SYSTEM EXTENDING FROM BOTTOM OF INSULATING SHEATHING TO FOOTING E - 2X6 TREATED PLATE KEYWAY CG DRAWN BY: 6’ 4' j < LIQUID APPLIED CAPILLARY BREAK O CHECKED BY: BP 2" XPS BOND BREAK J ----- LIQUID-APPLIED CAPILLARY BREAK (MUST DRY - TACK FREE) APPLIED ON TOP OF FOOTING PRIOR “ TO PLACING / CASTING CONCRETE FOUNDATION “ WALL — FILTER FABRIC PLACED UNDER PERIMETER ------ DRAIN AND WRAPPED AROUND GRAVEL [ COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION a EMBEDDED HYDRONIC TUBING 7: J T j DAMPPROOFING ON FOUNDATION WALL zi ■ <7 SHEET TITLE: 4" CONCRETE SLAB W/ W1.4 x W1.4 WELDED WIRE MESH PLACED AT MID-DEPTH <7 4 <7 WALL SECTIONS & DETAILS COARSE GRAVEL (NO FINES) 6 MIL POLYETHYLENE VAPOR BARRIER -9/ -9/ ‘A -9/ n 2" XPS RIGID FOAM SLAB INSULATION 4" PERFORATED PERIMETER DRAIN TYPICALDETAILATFIRSTFLOORFOUNDATION/WALLCONNECTION 4" GRAVEL PAD (NO FINES) CONTINUOUS CONCRETE FOOTING 2'-0" WIDE x 10" DEEP 4" PVC PIPE THROUGH BOTTOM FOOTING CONNECTING INTERIOR AND EXTERIOR GRAVEL BEDS 3 FILTER FABRIC SCALE: 1-1/2" = 1'-0" UNDISTURBED NATIVE SOIL OR ENGINEERED FILL AS DETERMINED BY SOIL CONDITIONS I o SCALE AS NOTED z A-401 TYPICALWALLSECTIONATPATIO/FRONTPORCH SCALE: 3/4" = 1’-0'
- 33. END OF 1£' x 3^" LOOKOUT FRAMING AT 24" O.C.; 2 LAYERS OF INSULATING SHEATHING TIGHTLY FIT BETWEEN ASPHALT ROOF SHINGLES 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 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. FIRST AND SECOND FLOOR SOFFITS TO ALIGN AROUND PERIMETER OF HOUSE, PORCHES AND BREEZEWAY. CONTINUOUS FULLY -ADHERED AIR BARRIER MEMBRANE CONTINUOUS WITH MEMBRANE OVER WALL SHEATHING CAPILLARY BREAK BELOW 2x4 WOOD SILL PLATE, 6 MIL POLY OR EQUAL FOR WALL ASSEMBLY DETAILS, SEE WALL SECTION 1/A-401 'V V f PLYWOOD SHEATHING WITH H-CLIPS k" SUBFLOOR V FOR FOUNDATION WALL AND FOOTING DETAILS, SEE WALL SECTION 1/A-401 I 14" DEEP OPEN WEB FLOOR JOIST (PARALLEL TO FOUNDATION WALL) 2x12 ROOF RAFTER 1 X <N 11-1/4" NETTED CELLULOSE INSULATION v £ m 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com STAINLESS STEEL DRIP EDGE < 1 ’ I a-" BLACK STEEL EDGING SLOPE GRADE AWAY FROM FOUNDATION (5% MIN SLOPE) I BOTTOM OF CEILING JOIST OPEN CELL SPRAY FOAM INSULATION (0.5 PCF) 5" MIN. DEPTH CONTINUOUS FROM DECK TO RIM JOIST 229 a: 3" CROWN MOULDING 4' l - -v K : M CN TAZ dOoOoO^ If - 4" OPEN CELL SPRAY FOAM INSTULATION (0.5 PCF) AT RIM JOIST PLYWOOD WALL SHEATHING 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 JOT iW 3" DEEP, 3-0" WIDE PEASTONE BED OVER STONE BED; SEE 1/LA-102 1-1/4" x 14" LSL RIM JOIST ATTACHED TO FOUNDATION WALL CD ’(j; x x 5/4x8 TRIM BOARD fSCJS( CONSULTANT: oA / f PLYWOOD y2" BEADBOARD SOFFIT 1"x8f" FRIEZE BOARD 2" XPS CONTINUOUS RIGID INSULATION LIQUID APPLIED CAPILLARY BREAK BELOW 2x6 WOOD PLATE X X X j:_a Y jor/of/of/w FREE DRAINING BACKFILL: UNIFIED SOIL CLASSIFICATION SYSTEM TYPE GW, GP, SW, OR SP <7 OSHEETKEYNOTES A <7 TYPICALFIRSTFLOORFOUNDATION/WALLCONNECTION(PARALLEL) EAVEDETAILATLIVINGROOM(NORTHWALL) SCALE: 3/4" = 1-0" SCALE: 3/4" = 1-0" r n ASPHALT ROOF SHINGLES FOR WALL ASSEMBLY DETAILS, SEE WALL SECTION 1/A-401 FULLY-ADHERED PEEL AND STICK ROOF MEMBRANE PLYWOOD SHEATHING WITH H-CLIPS 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 CLADDING VENT INSECT SCREEN WRAPPING BOTTOM OF INSULATING SHEATHING %" PLYWOOD ROOF SHEATHING WITH H-CLIPS L J STAINLESS STEEL DRIP EDGE 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. PROJECT: NationalInstituteof StandardsandTechnology ASPHALT ROOF SHINGLES ALUMINUM COIL STOCK ATTACHED BEHIND INSULATING SHEATHING, BENDING OUT UNDER INSULATING SHEATHING, AND EXTENDING BELOW GRADE OVER MINERAL WOOL INSULATION 3" CROWN MOULDING CONTINUOUS FULLY-ADHERED AIR BARRIER MEMBRANCE OVER /2" PLYWOOD WALL SHEATHING RAISED HEEL ROOF TRUSS 2" MINERAL WOOL INSULATION BLANKET EXTENDING DOWN APPROXIMATELY 2'-0" 1/2" BEADBOARD NetZeroEnergy ResidentialTest Facility STAINLESS STEEL DRIP EDGE 1" - GEOCOMPOSITE BELOW-GRADE DRAINAGE SYSTEM FROM BOTTOM OF INSULATING SHEATHING (COVERING PLYWOOD SHEATHING AT RIM JOIST) DOWN TO FOOTING BLACK STEEL EDGING SLOPE GRADE AWAY FROM FOUNDATION (5% MIN SLOPE) 3" DEEP, 3'-0" WIDE PEASTONE BED PLANTING SOIL £ EE 3" CROWN MOULDING 1 5/4x8 TRIM BOARD ; BLOCKING WOOD FRAMED SCREEN c? o Oi O' V&. TOP PLATE NIST Campus Gaithersburg, MD 0( )0( >0( >0( >0( >0( )0( >o a a 1/2" PLYWOOD SHEATHING ; o o pOoOcj y2" BEADBOARD SOFFIT o 6 CONTINUOUS BEAD OF ACRYLIC LATEX SEALANT BUILDING PAPER oOoOoOoOoOoi FILTER FABRIC ' CUT INSULATION TO FIT TIGHTLY BETWEEN ROOF TRUSS TAILS - k 1 x 4 WOOD FURRING STRIP MStiSSl U.S. Department of Energy Research Toward Zero Energy Homes o BEADBOARD, PAINTED ROOF DRIP EDGE DRAINAGE; SEE 2/A-101A FIBER CEMENT PANEL BOARD WATER TABLE, SLOPE CAP ; LO 1" x 8|" FRIEZE BOARD » 1a rz: 2x4 TREATED WOOD SILL PLATE FREE DRAINING BACKFILL: UNIFIED SOIL CLASSIFICATION SYSTEM TYPE GW, GP, SW, OR SP A & 4" CONCRETE SLAB W/ WIRE MESH 2" XPS RIGID FOAM SLAB INSULATION FROM TOP OF FOUNDATION WALL TO TOP OF FOOTING 9" FIBER CEMENT SIDING 1 x4WD FURRING STRIP (2) LAYERS 2" FOIL-FACED POLYISOCYANURATE INSULATION, JOINTS STAGGERED HORIZONTALLY AND VERTICALLY AND TAPED ON OUTER LAYER -p i, ->■■■ L CM FOR FOUNDATION WALL AND FOOTING DETAILS, SEE WALL SECTION 1/A-401 U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY 2x6 24" O.C. WOOD STUD WALL WITH CELLULOSE CAVITY INSULATION y2" GWB WITH LATEX PAINT PAINTED WOOD CAP -ts n^° ALUMINUM COIL STOCK ATTACHED TO PLYWOOD SHEATHING AND EXTENDING DOWN TO BELOW GRADE -V TYPICAL WALLSECTIONATLIVINGROOM o CONTINUOUS SELF-ADHERED AIR BARRIER MEMBRANE COVERING PLYWOOD SHEATHING SEALED ONTO FOUNDATION WALL y PLYWOOD SHEATHING WATER TABLE CAP (SLOPE TOP) CLADDING VENT INSECT SCREEN WRAPPED AROUND BOTTOM OF INSULATION METAL DRIP EDGE i” x 12" ANCHOR BOLTS 6'-0" O.C. AND WITHIN 1'-0" (BUT AT LEAST 7 BOLT AMETERS) OF THE END OF EACH SILL PLATE SECTION 6" CONCRETE FOUNDATION WALL WITH #4 HORIZONTAL REBAR AT TOP AND BOTTOM OF WALL CULTURED STONE SET IN MORTAR OVER FOUNDATION WALL TO BELOW GRADE -111 - HI - - fPKI 1 6 MIL POLYETHYLENE VAPOR BARRIER 2" XPS RIGID FOAM SLAB INSULATION 6" GRAVEL BASE, COMPACTED M SCALE: 3/4" = 1'-0" 4" XPS RIGID FOAM £3 K <7 3" DEEP, 3'-0" WIDE PEASTONE CAPILLARY BREAK BELOW 2x6 TREATED WOOD SILL PLATE, 6 MIL POLY OR EQUAL CONTINUOUS BEAD OF ACRYLIC SEALANT TO CREATE AIR SEAL BTW XPS BOARDS BTW XPS AND FOUNDATION WALL 1-5/8" METAL STUD WALL, UNINSULATED WITH y2" GWB AND FOAM SILL FOR THERMAL BREAK AT BASE 4" XPS RIGID FOAM SLAB INSULATION FROM TOP OF FOUNDATION WALL TO TOP OF FOOTING 08/03/10 UPDATED V-7 V: e> BED 07/27/10 UPDATED o< )C? FILTER FABRIC STONE BED c> e> <3 o 06/29/10 UPDATED FREE DRAINING FILL, COMPACTED 6" CONCRETE FOUNDATION WALL WITH HORIZONTAL #4 REBAR AT TOP AND BOTTOM V.’ <7 MARK DATE DESCRIPTION %" x 12" ANCHOR BOLT AT 6-0" O.C. AND WITHIN 1'(BUT AT LEAST 7 BOLT DIAMETERS) OF THE END OF EACH SILL PLATE SECTION LIQUID-APPLIED CAPILLARY BREAK (MUST DRY TACK FREE) APPLIED ON TOP OF FOOTING PRIOR TO PLACING / CASTING CONCRETE FOUNDATION WALL KEYWAY j <7 ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION <7 A <7 A T 2' O < PROJECT NO: NIST NZERTF CONTINUOUS CONCRETE FOOTING 2'-0" WIDE x 10" DEEP; BOTTOM OF FOOTING AT LEAST 30" BELOW GRADE A-PLOT-WSEC-NZERTF CAD DWG FILE: <7 CG DRAWN BY: CHECKED BY: BP CONTINUOUS FILLET BEAD OF URETHANE SEALANT BTW XPS AND CONCRETE SLAB <7 <7 J COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION <7 <7 CONCRETE PAVERS SET IN SAND 4" CONCRETE SLAB SLOPED 12" TOWARDS GARAGE DOOR ENTRANCE <7 SHEET TITLE: WALLSECTIONATSCREENPORCH SUBBASE FOR PAVERS 4 6 MIL POLYETHYLENE VAPOR BARRIER WALLSECTIONS o SCALE: 3/4" = 1'-0" FREE DRAINING FILL 2" XPS RIGID FOAM SLAB INSULATION 4" GRAVEL PAD (NO FINES) UNDISTURBED NATIVE SOIL OR ENGINEERED FILL AS DETERMINED BY SOIL CONDITIONS 4 <7 4 4 <7 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 KEYWAY I o SCALE AS NOTED z A-402 WALLSECTIONATGARAGE SCALE: 3/4" = 1'-0"
- 50. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF 08/03/10 UPDATE G:projects200909247.000caddR submission09-247 F-001.dwg, 8/6/2010 11:22:02 AM, PHOLTHAU FIREPROTECTIONLEGEND FIREPROTECTION(FIRESPRINKLER) GENERALNOTES: FIREPROTECTION(FIREALARM) GENERALNOTES: SYMBOL DESCRIPTION 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. RISE IN PIPE o 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. DROP IN PIPE ♦ SPRINKLER MAIN UNDERGROUND PIPE OS&Y GATE VALVE W/ VALVE TAMPER SUPERVISORY SWITCH 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. 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. 2. A N CHECK VALVE THE FIRE ALARM INSTALLER(S) SHALL BE RESPONSIBLE FOR ALL APPLICABLE TRADE PERMITS, REQUESTS FOR INSPECTION, AND TESTING AS REQUIRED BY THE APPROVING AHJ. 3. QUICK RESPONSE-CONCEALED TYPE W/ WHITE FINISH PLATE QUICK RESPONSE UPRIGHT W/ BRASS FINISH RESIDENTIAL SPRINKLER HEADS PROTECTING THE NET ZERO ENERGY HOUSE SHALL BE LISTED FOR 20’ X 20’ COVERAGE. 3. o 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. 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. 3—] 4. ONE-WAY FIRE DEPARTMENT CONNECTION FREE STANDING TWO-WAY FIRE DEPARTMENT CONNECTION WALL-MOUNT 5. FIRE ALARM MANUAL PULL STATIONS AT DOOR OPENINGS SHALL BE WITHIN 5’—0” HORIZONTALLY OF THE DOOR OPENING. SPECIAL CABINET - TYPE AS NOTED THE FIRE PROTECTION INSTALLER(S) SHALL BE RESPONSIBLE FOR ALL APPLICABLE TRADE PERMITS, REQUESTS FOR INSPECTION, AND TESTING AS REQUIRED BY THE APPROVING AHJ. 5. □ ADDRESSABLE FIRE ALARM MANUAL STATION - MOUNTING HEIGHT 4’-0! DUCT SMOKE DETECTORS SHALL BE PROVIDED IN THE SUPPLY AND RETURN OF ALL HVAC UNITS WITH A CAPACITY GREATER THAN 2,000 CFM. 6. WP EKI 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 THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM SHALL BE COORDINATED WITH FIELD CONDITIONS AND THE AVAILABLE WATER SUPPLY. 6. 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. 7. 15,30, 75,110,185 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. 7. 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. 8. EBLENGINEERS,LLC EH VALVE TAMPER SUPERVISORY SWITCH WITH MONITOR MODULE MECHANICAL • ELECTRICAL • FIRE PROTECTION WATERFLOW SWITCH WITH MONITOR MODULE The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234—5701 (410) 668-8000 FAX (410) 668-8001 e-mail ebl@eblengineers.com © SMOKE SENSOR PHOTOELECTRIC TYPE WITH INTEGRATED SOUNDER BASE ALL DEVICES SHALL BE MOUNTED AND SECURED TO THE BUILDING STRUCTURE. © 9. CARBON MONOXIDE (CO) DETECTOR WITH INTEGRATED SOUNDER BASE ELECTRIC SPRINKLER ALARM BELL - SUBSCRIPT ’WP’ DENOTES WEATHERPROOF DEVICE 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. 8. WP © 10. ALL FLOOR AND WALL PENETRATIONS SHALL BE CORE DRILLED AND SHALL BE COORDINATED WITH STRUCTURAL SYSTEMS. JUNCTION BOX WITH ADDRESSABLE MONITOR MODULE 11. THE TERM ’’PROVIDE” MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. JUNCTION BOX WITH ADDRESSABLE CONTROL MODULE THE FIRE PROTECTION SYSTEM WORK SHALL BE COORDINATED WITH SPECIAL TRADES (ELEVATOR, ENERGY MANAGEMENT, COMPUTER DATA, ETC) AS APPLICABLE TO THE PROJECT. 9. © FIREPROTECTIONDESIGNCRITERIA: JUNCTION BOX - SIZE AS REQUIRED IAM INDIVIDUAL ADDRESSABLE MODULE THE TERM ’PROVIDE’ MEANS TO FURNISH AND INSTALL COMPLETE AND READY FOR THE INTENDED USE. 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. 10. ZONE ADAPTER MODULE 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 LPI JUNCTION BOX WITH LINE POWERED ISOLATOR 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. 11. EXPIRATION DATE: 1-02-2012 |TVSS| 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 FIRE ALARM/SPRINKLER ZONE BOUNDARY DRAWING NOTE NUMBER ALL FIRE SPRINKLER SYSTEM PIPING AND EQUIPMENT SHOWN ARE FOR SUGGESTIVE PURPOSES ONLY AND SHALL NOT BE SCALED. 12. 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. 13. THE FIRE SPRINKLER PIPING SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH NFPA 13. 14. 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. 15. CONVENTIONS SECTION CUT 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. 16. SECTION LAYER A 11 SHEET NO. WHERE SECTION IS SHOWN 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. 17. SHEET NO. WHERE SECTION IS CUT U.S. Department of Energy ^ Research Toward Zero Energy Homes 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. 2-INCH MAIN DRAINS AND INSPECTOR’S TEST/DRAINS THAT DO NOT 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. 18. DETAIL U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy DETAIL NO. ENERGY 1 1 1 SHEET NO. WHERE DETAIL IS SHOWN ABBREVIATIONS J7--QO AMPERE ACTUAL CUBIC FEET PER MINUTE ACOUSTICAL CEILING TILE AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT AIR SAMPLING SMOKE DETECTION ALL THREAD ROD BACKFLOW PREVENTION ASSEMBLY CONDUIT COMPUTER ROOM AIR HANDLER DIGITAL ALARM COMMUNICATOR TRANSMITTER DOWN FIRE ALARM FIRE ALARM CONTROL PANEL FIRE ALARM POWER BOOSTER PANEL FIRE ALARM GRAPHIC ANNUNCIATOR PANEL FIRE DEPARTMENT CONNECTION GALLONS PER MINUTE GROUND HORSEPOWER MAXIMUM MINIMUM NETWORK FIRE ALARM CONTROL PANEL SQUARE FEET TRANSIENT VOLTAGE SURGE SUPPRESSOR A 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. ACFM ACT 0000i$ 0 AHJ ,0 0 AHU pi ASSD 0 IfS' -..r' 0 ATR 00 BPA (0 C 0 f% CRAH DACT CODESANDSTANDARDSREFERENCES: /Ml EE STANDING Kl 00 / i i ! 7 eSx 0) 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. DN FA 09-247 F-001 VI X FACP FAPB FAGAP x jL- I NEW. 3” INCOMING SERVICE I o FDC X L-A_ GPM V-- ■J^>v I GRD k WATERFLOWTESTINFO: HP MAX FIREPROTECTION GENERALNOTES, LEGENDAND ABBREVIATIONS NEW POST INDICATING VALVE 0 MIN STATIC: RESIDUAL: FLOW: DATE: 75 PSI 42 PSI 3528 GPM 9/09 NIST FIRE PROTECTION GROUP BUILDING 226 (FH 52) GRADE EXISTING 12” WATER NFACP SF TVSS BY: ~l LOCATION: ELEV.: I TYP TYPICAL UNDERGROUND UNDERWRITERS LABORATORIES UNLESS NOTED OTHERWISE VOLTS I UG © NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING UP-TO-DATE AND ACCURATE WATERFLOW INFORMATION PRIOR TO PREPARATION OF INSTALLATION SHOP DRAWINGS. UL UNO I V I PLAN w WIRE TEST HYDRANT (FH 52) AT BLDG 226 NO SCALE F-001 w/ WITH NOTE: 1. ALL PIPING AND HYDRANT LOCATIONS DEPICTED ON THIS PLAN ARE SHOWN FOR THE PURPOSES OF HYDRAULIC CALCULATIONS AND FIRE DEPARTMENT CONNECTION POSITION. THIS SITE PLAN IS NOT INTENDED FOR INSTALLATION OF PIPING AND/OR HYDRANT LOCATIONS.
- 51. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF 08/03/10 UPDATE G:projects200909247.000caddR submission09-247 F-101.dwg, 8/6/2010 11:24:35 AM, PHOLTHAU GENERALNOTES:(APPLY TO THIS SHEET ONLY) REFER TO F-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND DESIGN CRITERIA. BASEMENT TO BE DESIGNED BASED PER NFPA 13D. 1. 2. DRAWINGNOTES:(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. ©2 1/2” UP TO FIRST FLOOR. @ 2 1/2” UP TO FDC. TYPICAL SMOKE SENSOR AND CARBON MONOXIDE DETECTOR LOCATIONS. PROVIDE INTEGRATED SOUNDER BASE(S). COMBINATION SMOKE/CO DETECTORS ARE ACCEPTABLE. © 2 1/2” SWING CHECK W/ BALL DRIP. © 5 3 4 4.1 6 6.1 I____ I F.1 EBLENGINEERS,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 r F n rr U LL n rr u LL n rr U LL 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, LICENSE NO: 18546 1 T 1 1 Q O O EXPIRATION DATE: 1-02-2012 1—60 10—50 12-0 r ~ n i©t © ID _L © © 1 1 1 Q O O 7 1-60 10-50 12-0 O CM I ro O, ® C D o: o CM urnft CM D (t i cp CM CM 20 © © 1 o U.S. Department of Energy ^ Research Toward Zero Energy Homes CD 4-60 CD 4-0 J. 1 CM & o 2-70 i 3 -1 1 o 1-6 10-0 U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY oo <D> csj lO © © 1 © 20 9-20° 3—90 O O © I 5-9 CM r o I lfyT] IwfI 5’-0” I SI I I SI IfvTl l-o ,l—1 i CD LO I A- CM CO I____ I 2 1 1 1 o 1-6 10-0 3-9 J~© o I CM CM CD I CM 2D 2 N B 4-3 11-10 09-247 F-101 A O © © O © A.1 J BASEMENT FLOOR PLAN BASEMENTFLOORPLAN SCALE: K" = 1-0' CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. F-101 GRAPHICSCALE 1 /4”=1’—0 2’ 4’ 8’ 12’ 0
- 52. RFP RFP National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF 08/03/10 UPDATE G:projects200909247.000caddR submission09-247 F-102.dwg, 8/6/2010 11:26:15 AM, PHOLTHAU GENERALNOTES:(APPLY TO THIS SHEET ONLY) REFER TO F-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND DESIGN CRITERIA. PIPING IN GARAGE TO BE RUN EXP. GARAGE TO BE DESIGNED BASED ON ORDINARY HAZARD GROUP II PER NFPA 13. NET ZERO ENERGY HOUSE TO BE DESIGNED PER NFPA 13D. 1. 2. 3. 4. DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) (?) 2 1/2” UP FROM BASEMENT FLOOR. @2 1/2 FREE STANDING FDC. LOCATE 18” TO 36” ABOVE FINISH GRADE. PROVIDE MATCHING CAP AND CHAIN. LOCATE IN LANDSCAPED AREA NEXT TO PATH. © REFER TO F-601 FOR RISER DETAIL. © TYPICAL SMOKE SENSOR AND CARBON MONOXIDE DETECTOR LOCATIONS. PROVIDE INTEGRATED SOUNDER BASE(S). COMBINATION SMOKE/CO DETECTORS ARE ACCEPTABLE. © FIRE ALARM CONTROL PANEL LOCATION. SEE FIRE ALARM RISER DIAGRAM ON SHEET F-601 FOR ALARM MONITOR CONNECTIONS. CAMPUS FIRE ALARM DEVICE CABINET. (7) 3” INCOMING UNDERGROUND COMBINATION DOMESTC/SPRINKLER. SEE CIVIL DRAWINGS FOR ALL WORK BEYOND 5FT OUTSIDE OF BUILDING. © 4X2^X2^ FDC MOUNTED ON THE WALL. LOCATE 18” TO 36” ABOVE GRADE. © SEE SHEET F-601 FOR DETAIL. 5 3 4 4.1 6 6.1 EBLENGINEERS,LLC MECHANICAL • ELECTRICAL • FIRE PROTECTION F.1 □ □ The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234—5701 (410) 668-8000 FAX (410) 668-8001 e-mail ebl@eblengineers.com □ h. JlF 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: F T 18546 EXPIRATION DATE: 1-02-2012 1 2 L ----b---- 1 c Oio ^ol r i □ 1 o- o F 3l I x I / f-----?l 3±3E) o i 1 CN| o (8> 7-80 5-20 OO <P I (i-10 CNJ □□ CNI 2” UP TO ATTIC C75 CO S cp I CM CO I □ oo I I 7 H 4 © 1 1 L©©j 1 1 1-2 U.S. Department of Energy ^ Research Toward Zero Energy Homes o o CO Cp 1-0 3-30 7-80 MY 2 2 2 OO 0— <P I CM H 7-80 2- 8-( LJ L 2” UP TO ATTIC U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy D cp ENERGY I CM r*o © W o Cp I CM OO oo ©©Q CM O O ©© 2” UP TO ATTIC H i O gKjvn[yii cp 7-80 15 to 8 <p Q ~20 CP I CM 20 6 5 5-2 3-30 □ 1 1 1 <S) <S> Itk4 7-40 1-0 6-11 © WP K 5’-0” 7 09-247 F-102 2 1 B w3. O © e n A S FIRSTFLOORPLAN A.1 CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. FIRSTFLOORPLAN GRAPHICSCALE F-102 scale: y4" = T-0’ 1/4”=1’—0 2’ 4’ 8’ 12’ 0
- 53. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF 08/03/10 UPDATE G:projects200909247.000caddR submission09-247 F-103.dwg, 8/5/2010 11:20:38 AM, PHOLTHAU GENERALNOTES:(APPLY TO THIS SHEET ONLY) REFER TO F-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND DESIGN CRITERIA. 1. 2. NET ZERO ENERGY HOUSE TO BE DESIGNED PER NFPA 13D. 3. NET ZERO ENERGY GARAGE ATTIC TO BE DESIGNED BASED ON LIGHT HAZARD PER NFPA 13. DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) (?) 2 1/2 RELOCATE SPRINKLER HEADS AT SLOPE CHANGE. UP FROM FIRST FLOOR. © © TYPICAL SMOKE SENSOR AND CARBON MONOXIDE DETECTOR LOCATIONS. PROVIDE INTEGRATED SOUNDER BASE(S). COMBINATION SMOKE/CO DETECTORS ARE ACCEPTABLE. (7) LOCATE UPRIGHT SPRINKLER HEAD MIN. 2-0” FROM SIDE OF WOOD TRUSS PER NFPA 13, SECTION 8.6.4.1.3.3. MAX. DISTANCE FROM PEAK TO BE 3’—0” PER NFPA 13, SECTION 8.6.4.1.3.1. 5 3 4 4.1 6 6.1 EBLENGINEERS,LLC F.1 fr 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 d F 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 2 1 s EXPIRATION DATE: 1-02-2012 : 5 i r i G G 8-0 9- © ©' 2 m 1 1 SLOPE UTL II 1!) ir 40 01 I I CHANGE G e G 5-5 2-11 8-4 4-2” 4-2” 2” RN FROM BELOW 1 1 G n n 6-90 -20 ro OO 7 CO 3 I m ?L®©J2 •ft 2” RN FROM BELOW U.S. Department of Energy ^ Research Toward Zero Energy Homes 2 2 10 10 10 G €>1^ 6” 01 3-7 6-100 9—OD PEAK I____ 5-5^ ^-11 8-4 n g D CM T 4 U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy CM ENERGY 20 n n 47 1 2” RN FROM BELOW CM CO 10 10 10 G G G 5-5 2-11 8-4 1 1 G G G © © 2-30 iL 7-3 >-5 © © 09-247 F-103 B O A SECONDFLOORPLAN rA (A rA A.1 CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. SECONDFLOORPLAN SCALE: >i" = 1’—O' GRAPHICSCALE F-103 1/4”=1’—0 12’ 2’ 4’ 8’ 0
- 54. G:projects200909247.000caddR submission09-247 F-104.dwg, 8/4/2010 8:50:40 AM, aschafer GENERALNOTES: BUILDINGSCIENCE CORPORATION (APPLY TO THIS SHEET ONLY) REFER TO F-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND DESIGN CRITERIA. 1. DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) (7) TYPICAL SMOKE SENSOR. COORDINATE FINAL LOCATION W/ ATTIC ^ EQUIPMENT AND CEILING SLOPE. © NO SPRINKLERS IN THE ATTIC SPACE. 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com CONSULTANT: EBLENGINEERS,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 5 3 4 4.1 6 6.1 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 F EXPIRATION DATE: 1-02-2012 H PROJECT: 2 NationalInstituteof StandardsandTechnology Net Zero Energy Residential Test Facility r F © s NIST Campus Gaithersburg, MD 1 f 3 f 3 7 U.S. Department of Energy ^ Research Toward Zero Energy Homes ROOF U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY D L n 2 r3 n 08/03/10 UPDATE J L © © MARK DATE DESCRIPTION i ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION PROJECT NO: NIST NZERTF CAD DWG FILE: 09-247 F-104 DRAWN BY: CHECKED BY: J COPYRIGHT © 2009 BUILDING SCIENCE CORPORATION r B SHEET TITLE: A ATTICFLOORPLAN n ( 3 r 3 ra. A.1 CAUTION: IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. SCALE AS NOTED GRAPHICSCALE ATTICFLOORPLAN F-104 SCALE: fc” = 1’-0’ 1/4”=1’—0 2’ 4’ 8’ 12’ 0
- 55. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF 08/03/10 UPDATE G:projects200909247.000caddR submission09-247 F-601.dwg, 8/6/2010 11:28:07 AM, PHOLTHAU PROVIDE SIMPLEX 4090-9001 INDIVIDUAL ADDRESSABLE MODULE. PROVIDE SIMPLEX 2190-9163 CONTROL RELAY ZONE ADAPTER MODULE. PROVIDE SIMPLEX 2190-9169 LINE POWERED ISOLATOR. 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. 120V FACP POWER SUPPLY. SEE ELECTRICAL DRAWING FOR CONTINUATION. EXTERNAL ELECTRICAL SPRINKLER ALARM BELL. TO GARAGE SYSTEM n- SWING CHECK VALVE WITH BALL-DRIP WF TEST VALVE CONNECT TO DRAIN PIPE TO EXTERIOR EASY-RISER CHECK VALVE W/ DRAIN HP FROM FDC OS&Y VALVE W/ SUPERVISORY TAMPER SWITCH EH DRAIN TO EXTERIOR. PROVIDE CONCRETE SPLASH BLOCK — DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY I © EH 1—INCH TO GARAGE DOMESTIC. REFER TO PLUMBING DRAWINGS FOR CONTINUATION----------------- * OS&Y VALVE W/ SUPERVISORY TAMPER SWITCH FLOOR INCOMING 3”. REFER TO CIVIL DRAWING FOR CONTINUATION ay FIREALARMRISER/DETAILNOTES NO SCALE TVSS GARAGE J STORM MESSAGE 3 3 SPARE I 5 5 FIREALARMDEVICECABINET (FADC)DETAIL NO SCALE TO NET ZERO ENERGY HOUSE SYSTEM ---------------------------------- TEST VALVE - PIPED TO INTERIOR FLOOR DRAIN- EASY-RISER CHECK VALVE W/ DRAIN OS&Y VALVE W/ SUPERVISORY TAMPER SWITCH WF HP PIPE TO INTERIOR FLOOR DRAIN ----------------------------- ED I DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY 1-INCH TO BUILDING DOMESTIC. REFER TO PLUMBING DRAWINGS FOR CONTINUATION ------------------- ED OS&Y VALVE W/ SUPERVISORY TAMPER SWITCH INCOMING 3” THRU BASEMENT WALL. REFER TO CIVIL DRAWING FOR CONTINUATION PIPE STAND FLOOR GARAGEFIRESPRINKLERRISERDETAIL BASEMENTFIRESPRINKLERRISERDETAIL 2 1 NO SCALE NO SCALE F-102- F—601 F-101 F-601 PROVIDE SPARE SPRINKLER CABINET AND NFPA REQUIRED SPRINKLERS AND WRENCH. 1. 1. SECURE PIPE STAND TO FLOOR AND PIPE. 2. PROVIDE SPARE SPRINKLER CABINET AND NFPA REQUIRED SPRINKLERS AND WRENCH. ALARM 8 WP <j> I £ TO FACP WF 8 m VT SUPERVISORY WP 7 FADC VT TROUBLE FIREALARMEXPANSIONNOTES: 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. INSTALLATIONNOTES: CONTRACTOR SHALL MOUNT NEW CONTROL EQUIPMENT AS SHOWN ON DRAWINGS AND FIRE ALARM RISER. 3. 4. CONTRACTOR SHALL PAINT CONDUITS WITH A RED STRIPE EVERY 10 FEET. PAINT ALL CONDUIT BODY COVERS AND JUNCTION BOX COVERS WITH RED PAINT. 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. SIGNALING LINE CIRCUITS (SLC) SHALL BE WEST PENN#D975 (18/2 TSP). SPEAKER NOTIFICATION APPLIANCE CIRCUITS SHALL BE WEST PENN #991 (16/2 TSP RED & BLACK). 5. 6. 7. STROBE NOTIFICATION APPLIANCE CIRCUITS SHALL BE RED AND BLACK CONDUCTORS, MIN #12 AWG. 8. 9. 24V POWER CIRCUITS SHALL BE BLUE AND WHITE CONDUCTORS. 10. MONITOR MODULE CIRCUITS SHALL BE BLUE AND WHITE CONDUCTORS, MIN #14 AWG. 11. MINIMUM CONDUIT SHALL BE 3/4” EMT. 12. CONNECTIONS TO WATER FLOW SWITCH AND TAMPER SWITCHES SHALL BE VIA LIQUID TIGHT FLEXIBLE CONDUIT. 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. TESTINGNOTES: 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. 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) E) THE CONTRACTOR SHALL TIE IN 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. SHALL START BEFORE 11AM. THE NEWLY PROGRAMMED DEVICES NO LATER EQUIPMENTNOTES: 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. NEW4100UPANELTIE-IN’S &INTEGRATION: 17. ALL FIBER OPTIC TIE-IN’S SHALL OCCUR ON A SATURDAY TO THE EXISTING CAMPUS FIRE ALARM NETWORK. 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. LAG SCREW & JUMBO WASHER ------------ WOOD BEAM fit SIDE BEAM BRACKET- ATR W/HEX NUT & JUMBO WASHER SWIVEL RING CONCRETE/WOOD HANGERMATE WOOD BEAM CONCRETE COACH SCREW • < A • ROD ATR SWIVEL RING SWIVEL RING HANGERDETAILS NO SCALE I 1 AM 1 AM 1 AM 2 ZAM 1 IAM FACP □a ©—©—©—© © ATTIC ©©----©©----©©----©© © SECOND FLOOR ©©----©© ©© © m m FIRST FLOOR (DO <D© <D©—®c> 0 WF ITVSS| VT 5 VT BASEMENT EBLENGINEERS,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 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 EXPIRATION DATE: 1-02-2012 U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY 09-247 F-601 O FIREPROTECTION DETAILSANDMATRIX © F-601 ©0 © © ©©©0
- 56. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF 08/03/10 UPDATE G:projects200909247.000caddR submission09-247 P-101.dwg, 8/3/2010 3:28:10 PM, PHOLTHAU DRAWINGNOTES: GENERALNOTES:(APPLY TO THIS SHEET ONLY) (APPLY TO THIS SHEET ONLY) © 80 GALLON WATER HEATER WITH ATTACHED HEAT PUMP. © 3O”0x36” DEEP CONDENSATE SUMP PIT W/ DUPLEX SUMP PUMPS. DISCHARGE TO GRADE ON SPLASH BLOCK. 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. ALL SHOWERS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR EQUAL TO 1.75 GPM. ALL TOILETS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR EQUAL TO 1.1 GPM. FOR PLUMBING LEGEND AND ABBREVIATIONS SEE MECHANICAL LEGEND AND ABBREVIATIONS ON SHEET M-001. © 3. PROVIDE TRAP PRIMER & CONNECT TO CW SYSTEM PER MANUFACTURERS RECOMMENDATIONS. (4) 3” UNDERGROUND COMBINATION DOMESTC/SPRINKLER. FOR ALL WORK BEYOND 5 FEET OUTSIDE OF BUILDING. 4. SEE CIVIL DRAWINGS 5. © PEX WATER MANIFOLD SYSTEM. MAIN FEED FROM WATER HEATER TO MANIFOLD SHALL BE LESS THEN OR EQUAL TO 6’-0”. BRANCH LINES FROM MANIFOLD TO FIXTURES SHALL BE %” PEX TUBING NOT EXCEEDING 58’ IN DEVELOPED LENGTH PER INDIVIDUAL RUN. © TO HOUSE SPRINKLER SYSTEM CONTINUATION. SEE FIRE PROTECTION DRAWINGS FOR 5 3 4 4.1 6 6.1 EBLENGINEERS,LLC i____ i 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 4” FOUNDATION DRAIN L -Jf HI r F 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: n—rr U Li 2 17696 EXPIRATION DATE: 2-19-2012 4” PERFERATED SUB SOIL VENT BEDDED IN STONE o OSD 4” V 4” SUB SOIL VENT UP UP AD-1 4” SAN FROM ABOVE - — 2” V UP 1 E I HRV-1 AUXILIARY DRAIN CO 1 PAN. ROUTE 1” CONDENSATE LINE FROM DRAIN PAN TO OSD--------- TP 4” SAN BELOW FLOOR H= 4” SW BASEMENT (s)dwm-i V PEX MANIFOLD 1 2” D BELOW FLOOR c o o E.1 OSD 7 ® o 2” V r h r © DWH-1 I I 2” D FROM ABOVE I____________I U.S. Department of Energy ^ Research Toward Zero Energy Homes J Gr MV-1 HIGH VELOCITY AHU-3 FUTURE 7I I rr :zl o o D U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy V ENERGY D—1 O o C.1 |—3 I 4” FOUNDATION DRAIN DOMESTIC WATER SOLAR PRE-HEAT STORAGE TANK (80 GALLON) BASEMENT G-l I I 4” FOUNDATION DRAIN OSD 2” D BELOW FLOOR c i. DOMESTIC WATER SOLAR PRE-HEAT STORAGE TANK (120 GALLON) O AHU-1 4” TO STORM WATER SEE CIVIL DRAWINGS FOR CONTINUATION 3 INCOMING COMBINATION DOMESTC/SPRINKLER SERVICE UP TO GARAGE L 2” D BELOW FLOOR L X i D-1 M o L*=* Cl t INCOMING GAS CAPPED FOR FUTURE- <D WATER METER 4” SAN BELOW FLOOR r i0 c / (FUTURES L | OSD AHU-2 1” CW MAIN DOMESTIC WATER SHUT-OFF AND DRAIN DOWN VALVE J DISCHARGE TO GRADE ON SPLASH BLOCK 3” CW I SUMP PUMP(2 o DH—1 I 2” GAS FROM ABOVE 4 © o-X X 4 4 a 7 D e 09-247 P-101 OSD INCOMING COMBINATION DOMESTC/SPRINKLER 4” SAN BELOW FLOOR L 2” D BELOW FLOOR PJP fr? EAH L 1 B O A LP L_ I BASEMENT FLOOR PLANPLUMBING 4” FOUNDATION DRAIN INVERT ELEVATION 448.76’ 4” SAN SEE CIVIL DRAWINGS FOR CONTINUATION © © O CP A.1 L CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. BASEMENTFLOORPLAN PLUMBING GRAPHICSCALE P-101 SCALE: y4" = 1’-0’ 1/4”=1’—0 2’ 4’ 8’ 12’ 0
- 57. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF 08/03/10 UPDATE G:projects200909247.000caddR submission09-247 P-102.dwg, 8/3/2010 3:28:40 PM, PHOLTHAU DRAWINGNOTES: GENERALNOTES:(APPLY TO THIS SHEET ONLY) (APPLY TO THIS SHEET ONLY) (?) 2” SAN UP TO WASHER BOX MOUNTED IN WALL WASHER AUXILIARY DRAIN PAN. (5) 2” CONDENSATE FROM FCU-2 OPEN SITE DRAIN AND EMERGENCY DRAIN PAIN LOCATED ABOVE WASHER AND DRYER. 2” CONDENSATE FROM ABOVE. (?) 4” SUB SOIL VENT FROM BELOW. (?) 4” SUB SOIL VENT UP. TO GARAGE SPRINKLER SYSTEM CONTINUATION. CONNECT DISHWASHER DRAIN TO KITCHEN SINK ADJACENT TO DISHWASHER PER MANUFACTURERS RECOMMENDATIONS. (?) 4” SUB SOIL VENT ABOVE CEILING. 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. ALL SHOWERS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR EQUAL TO 1.75 GPM. ALL TOILETS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR EQUAL TO 1.1 GPM. FOR PLUMBING LEGEND AND ABBREVIATIONS SEE MECHANICAL LEGEND AND ABBREVIATIONS ON SHEET M-001. 3. © 4. 5. 0 SEE FIRE PROTECTION DRAWINGS FOR © 5 3 4 4.1 6 6.1 EBLENGINEERS,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 □ 1 y-i v 2” SAN BELOW FLOOR %" cw FROM DWM- 1------ HB 8 F 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: 17696 2 I1------1---- 1 EXPIRATION DATE: 2-19-2012 X’ CONDENSATE FROM AHU-3 DISCHARGE ON SPLASH BLOCK P-5 P-4A r3» c P-6 4 SAN BATH m FROM ABOVE ®- 2” V FROM BELOW X. DINING o KITCHEN 4” SAN E ROOM DN "is/ li in □ P—1A 7T 9 / 2” V UP J. X F1 GARAGE 6 / I C □ 2 1 o P-2A X CONDENSATE FROM AHU-3 ABOVE CEILING i Jw LJ r 4 W/D 2” SAN E.1 1 y2” v up TO 2” VTR P-7 □ X cw i i 7 ® t D OSD DN DWH-2 2” D BELOW FLOOR WH 1 AHU-3 MUDROOM U.S. Department of Energy ^ Research Toward Zero Energy Homes 2” D DN P-2 LJ —x 7* U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy X cw ENERGY C.1 r MAIN DOMESTIC WATER ShlUT-OFF AND DRAIN DOWN VALVE H 2” SAN BELOW FLOOR LJ LIVING □ ENTRY ROOM HALL c © H 3” INCOMING COMBINATION DOMESTC/SPRINKLER OFFICE/OPTIONAL BEDROOM 4 2” GAS DN INVERT ELEVATION 456.00’ 09-247 P-102 GAS METER AND PRV 2” SAN SEE CIVIL DRAWINGS FOR CONTINUATION ---- PJP EAH a T 7 G o n A S m 2” GAS SEE CIVIL DRAWINGS FOR CONTINUATION----- FIRST FLOOR PLAN PLUMBING A.1 CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. FIRSTFLOORPLAN PLUMBING N SCALE: y,“ = 1'-0' GRAPHICSCALE P-102 1/4”=1’—0 2’ 4’ 8’ 12’ 0
- 58. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 P-103.dwg, 3/31/2010 3:44:02 PM, pplourde GENERALNOTES: DRAWINGNOTES: (APPLY TO THIS SHEET ONLY) (APPLY TO THIS SHEET ONLY) O4” SUB SOIL VENT UP & DN. 4” VENT UP TO 4” VTR. ®2” VENT FROM BELOW. 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. ALL SHOWERS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR EQUAL TO 1.75 GPM. ALL TOILETS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR EQUAL TO 1.1 GPM. FOR PLUMBING LEGEND AND ABBREVIATIONS SEE MECHANICAL LEGEND AND ABBREVIATIONS ON SHEET M-001. 3. 4. 5. 5 3 4 4.1 6 6.1 EBLENGINEERS,LLC F.1 [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 d F 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: 1 2 17696 EXPIRATION DATE: 2-19-2012 ,fH>e=2A X P-4 MASTER 1 4” SAN r n MASTER BEDROOM E BATH DN 1 y2” v p-i P—2 P-2 ®~Ts Vi” v cm i BATH §2 2” D BELOW FLOOR 1 P-3 i3?1 P—2 r n n E.1 P-1 7 Lrrj 2” D 2” D DN FROM ABOVE I U.S. Department of Energy ^ Research Toward Zero Energy Homes HALL J D U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY n n C.1 OPEN TO BEDROOM 3 BELOW BEDROOM 2 c 09-247 P-103 PJP EAH B O A I__ ___ i SECOND FLOOR PLAN PLUMBING o r a n A.1 CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. SECONDFLOORPLAN PLUMBING N GRAPHICSCALE SCALE: y4” = 1’-0' P-103 1/4”=1’—0 2* 4* 8’ 12’ 0
- 59. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 P-104.dwg, 3/31/2010 3:42:52 PM, pplourde GENERALNOTES: DRAWINGNOTES: (APPLY TO THIS SHEET ONLY) (APPLY TO THIS SHEET ONLY) OFCU-1 AUXILIARY DRAIN PAN SEE DETAIL ON SHEET M-502 FOR MORE INFORMATION. 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. ALL SHOWERS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR EQUAL TO 1.75 GPM. ALL TOILETS MUST HAVE AN AVERAGE FLOW RATE OF LESS THAN OR EQUAL TO 1.1 GPM. FOR PLUMBING LEGEND AND ABBREVIATIONS SEE MECHANICAL LEGEND AND ABBREVIATIONS ON SHEET M-001. 3. 4. 5. EBLENGINEERS,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 5 3 4 4.1 6 6.1 F “1 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: 1 2 17696 EXPIRATION DATE: 2-19-2012 E r i 4" V FROM BELOW UP TO 4” VTR ATTIC 4” SUB SOIL VENT FROM BELOW UP TO 4” VTR [ 2” D BELOW FLOOR 2” D DN O o E.1 7 OSD ani U.S. Department of Energy ^ Research Toward Zero Energy Homes D n FCU-1 n U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy O O C.1 ENERGY L J ATTIC C i 09-247 P-104 J PJP r B EAH o A ATTIC FLOOR PLAN PLUMBING o n n A.1 CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. ATTICFLOORPLAN PLUMBING N SCALE: J4' = 1’-0’ GRAPHICSCALE P-104 1/4”=1’—0 2* 4* 8’ 12’ 0
- 60. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 P-501.dwg, 3/31/2010 3:38:52 PM, pplourde 1” HW 1” HW SHUT-OFF VALVE (TYP) SOLENOID VALVE NORMALLY CLOSED (BY OTHERS) (TYP 24) SEE DOMESTIC WATER MANIFOLD SCHEDULE DWM-1 ON SHEET P-601 FOR DOMESTIC HOT AND COLD WATER DISTRIBUTION LIST 1 s--&—<|>— s—<j>— s—<j>— s—<j>— s—<j>— s—<j>— s—<j>— s—<j>— s—<j>— s—<j>— )—1&—<i>— —<*>—? —cj>——? —<j>—--i —(j>—1&—? —<j>—--i —<j>—--? —<j>—--i —<j>—--? —<j>—--i —<j>—--? —<j>—--i —<j>—--? —<j>—--i —<j>—--? — —$-3 HW-1 CW-1 HW-2 CW—2 HW-3 CW—3 HW-4 CW—4 HW-5 CW—5 HW-6 CW—6 HW-7 CW—7 HW-8 CW—8 HW-9 CW—9 HW-10 CW-10 HW-11 CW-11 HW-12 CW-12 HW-13 CW-13 CAPPED FOR FUTURE (TYP 7) HW-14 CW-14 HW-15 CW-15 EBLENGINEERS,LLC E-$— HW-16 CW-16 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 DOMESTICWATERMANIFOLDDETAIL NO SCALE MANUAL AIR VENT (TYP) MANUAL AIR VENT (TYP) 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: 4h|i- 4h|i- EXPIRATION DATE: 2-19-2012 17696 SOLAR COLLECTION PANELS ON ROOF SOLAR COLLECTION PANELS ON ROOF '' <' GLYCOL RETURN GLYCOL RETURN H| H| — GR — — GR — 1 1 DOMESTIC WATER CIRCULATING PUMP DOMESTIC WATER CIRCULATING PUMP I I GS GS GLYCOL SUPPLY GLYCOL SUPPLY H>- 1 T UP UP VALVED AND CAPPED SERVICE PORT, PROVIDE CHAIN FOR CAP------------- ' VALVED AND CAPPED SERVICE PORT, PROVIDE CHAIN FOR CAP------------- ' I 1 i a |hh6|J 31 GLYCOL SYSTEM PUMP GLYCOL SYSTEM PUMP ET—3 EXPANSION TANK ET—2 EXPANSION TANK ''Buttotna auA SOLAR SYSTEM HEAT EXCHANGER SOLAR SYSTEM HEAT EXCHANGER 5 ¥ U.S. Department of Energy ^ Research Toward Zero Energy Homes i. * U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy 1” 110* F HW ENERGY OUTLET TEMPERATURE GAUGE--------- BALL VALVE (TYP) THERMOSTATIC MIXING VALVE MV-1 I I 1” HW X7 <(> 7 “ THERMOMETER /—THERMOMETER / (TYP) Z! r hw 110’ F 1 2’ MIN- l 1” cw □ p 1 NC •G- r cw i i —(j> <p— i i - ■e* n " i i TEMPERATURE & PRESSURE RELIEF VALVE DOMESTIC COLD WATER SUPPLY ET—1 EXPANSION TANK - THERMAL EXPANSION PROTECTION s_t£i 5—5_£i UNION (TYP) 11 11 11 11 TEMPERATURE & PRESSURE RELIEF VALVE (TYP) 09-247 P-501 PJP DOMESTIC WATER SOLAR PRE-HEAT STORAGE TANK DOMESTIC WATER SOLAR PRE-HEAT STORAGE TANK C 3. DRAIN PIPE SPILL OVER FLOOR DRAIN EAH WATER HEATER DRAIN PIPE SPILL OVER FLOOR DRAIN DRAIN PIPE SPILL OVER FLOOR DRAIN o 4” CONCRETE 4” CONCRETE 4” CONCRETE DRAIN VALVE DRAIN VALVE DRAIN VALVE L PAD PAD PAD —tXF^ FLOOR PLUMBING DETAILS NOTES: CONTRACTOR TO FOLLOW THE MIXING VALVE MANUFACTURERS RECOMMENDED PIPING FOR COLD, HOT AND RECIRCULATING CONNECTIONS. THE PIPE SIZE TO THE MIXING VALVE SHALL BE FED FULL LINE SIZE TO THE MIXING VALVE CONNECTIONS. GLYCOL SYSTEM PIPE SIZING SHALL BE PERFORMED BY SOLAR WATER HEATING SYSTEM MANUFACTURER. FLUID VELOCITY SHALL NOT EXCEED 8 FT/SEC IN PIPING. 1. 2. 3. © DOMESTICWATERHEATINOSYSTEMDBTAII. NO SCALE P-501
- 61. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 P-601.dwg, 3/31/2010 3:38:21 PM, pplourde DOMESTICWATERMANIFOLD-1(DWM-l) PLUMBINGFIXTURESCHEDULE M NGVALVESCHEDULE H wssc MAX GPM/MAX PRESSURE DROP (PSIG) PORT NUMBER 8c TYPE PORT NUMBER 8c TYPE CW CONN HW CONN DISCHARGE CONN (IN) DISCHARGE TEMP (*F) UNIT MANUFACTURER 8c MODEL NO PORT FIXTURE DESCRIPTION FIXTURE DESCRIPTION PORT UNIT MANUFACTURER 8c MODEL NO FIXTURE CW WASTE VENT NOTES HW FIXTURE LOCATION FIXTURE LOCATION NOTES HW CW TOTAL SFU’S (IN) (IN) NO SIZE SIZE NO DFU’S SFU’S SFU’S 3/4' 3/4” % BATH #1 BATH #1 % 110 0.5 POWERS 1432—RB LAVATORY HW-1 CW-1 WATER CLOSET MV-1 1 Vi 1 3” WATER CLOSET 2 2.2 2.2 P-1 4 2 % % BATH #1 BATH #1 SHOWER HW-2 CW-2 LAVATORY Vi 1,2 P—1 A WATER CLOSET 4 2.2 2.2 3 2 NOTES: % % BATH #1 KITCHEN SINK KITCHEN HW-3 CW-3 SHOWER Vi Vi 1V? 1 Vi P-2 LAVATORY 5 1 0.5 0.5 0.7 1. WALL MOUNTED % % DISHWASHER KITCHEN HW-4 CW-4 KITCHEN SINK KITCHEN Vi Vi 1# 1 Vi 1,3 P-2A LAVATORY 1 0.5 0.5 0.7 % % CLOTHES WASHER CLOSET HW-5 CW-5 CLOTHES WASHER CLOSET Vi Vi 1%' P-3 TUB 2 2 1.0 1.0 1.4 2 EXPANSIONTANKSCHEDULE % BATH #2 BATH #2 % LAVATORY HW-6 CW-6 WATER CLOSET Vi Vi 1 Vi P-3A TUB 2 2 1.0 1.0 1.4 2 SIZE SIZE DxL (IN)x(IN) UNIT PRV RV MANUFACTURER 8c MODEL NO LOCATION SERVICES TYPE NOTES TUB/SHOWER % % BATH #2 BATH #2 HW-7 CW-7 LAVATORY Vi Vi 1 Vi P-4 SHOWER 2 2 1.0 1.0 1.4 2 SYSTEM (GAL) NO PSIG PSIG FILL (GAL) TUB/SHOWER % BATH #2 % LAVATORY MASTER BATH HW-8 CW-8 Vi Vi 1,2 P-4A SHOWER 2 1.0 1.0 1.4 2 DOMESTIC WATER ET—1 BASEMENT WATER 8.5x11.5 15 30 2.1 FLEXCON WH—8 80 % % LAVATORY MASTER BATH HW-9 CW-9 WATER CLOSET MASTER BATH Vi Vi IV 1 Vi P-5 KITCHEN SINK 5 2 1.0 1.0 1.4 SOLAR SYSTEM ET—2 BASEMENT GLYCOL 12.5x19.2 15 30 8.5 80 FLEXCON WH-32 % % TUB MASTER BATH HW-10 CW-10 LAVATORY MASTER BATH Vi Vi !Vi P-6 DISHWASHER 5 2 1.4 1.4 SOLAR SYSTEM ET—3 BASEMENT GLYCOL 12.5x19.2 15 30 8.5 120 FLEXCON WH-32 % % SHOWER MASTER BATH HW-11 CW-11 LAVATORY MASTER BATH Vi Vi 1 Vi P-7 CLOTHES WASHER 2 2 1.0 1.0 1.4 2 NOTES: EBLENGINEERS,LLC NOTES: % % HW-12 CW-12 TUB MASTER BATH MECHANICAL • ELECTRICAL • FIRE PROTECTION 3. WALL MTD 4. CARRIER 5. COUNTERTOP 6. WALL OUTLET 1. HANDICAP 2. FLOOR OUTLET % % HW-13 CW-13 SHOWER MASTER BATH The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234—5701 (410) 668-8000 FAX (410) 668-8001 e-mail eblOeblengineers.com % % HW-14 CW-14 HOSE BIBB EAST SIDE WATERHEATERSCHEDULE % % HW-15 CW-15 STORAGE CAPACITY GALLONS ELECTRIC V/PH/HZ % % MANUFACTURER 8c MODEL NO HW-16 CW-16 UNIT NO INPUT KW RECOVERY NOTES 1ST HR RAITING 72 240/1/60 1, 2 DWH-1 80 4.0 GPH 0.5 GPM @ 48’ RISE N/A 240/1/60 DWH-2 3.4 3 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: NOTES: 17696 EXPIRATION DATE: 2-19-2012 3. INSTANTANEOUS 1. ASME LISTED 2. UL LISTED 4” VTR 4” SUB SOIL VTR v-f■¥ ROOF X 4” V 2” V ATTIC £2 —V{ v —1 Vi' v 1 ROOF 2” V f- CEILING J -A ATTIC 2” V 2” V MASTER BATH MASTER BATH U.S. Department of Energy ^ Research Toward Zero Energy Homes BATH #2 P-2 P-2 P-2 MASTER BATH MASTER BATH MASTER BATH MASTER BATH MASTER BATH MASTER BATH MASTER BATH MASTER BATH T/ T/I/N BATH #2 BATH #2 BATH #2 BATH #2 BATH #2 SECOND FLOOR P-1 P-1 P-3 3” SAN-i I E=4 ■ Pn± b 1.4 0.7 2.2 2.2 0.7 0.7 1.4 1.4 U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy I SFU SFU SFU SFU SFU SFU SFU SFU ENERGY x P-2 P-2 E=2 P-2 P-1 P-1 P-4 x & Js I 3” SAN 1 V£ V v SECOND FLOOR CEILING t 4” SAN-1 1 Vt V 4” SAN KITCHEN 17 BATH #1 CLOSET DFU BATH #1 BATH #1 BATH #1 KITCHEN CLOSET P-7 P-2A e=s. p=£ "ON BATH #1 BATH #1 2” VTR 1.4 0.7 2.2 1.4 1.4 1.4 3 FIRST FLOOR SFU SFU SFU SFU SFU SFU P—1 A DFU P-4A U|L ROOF ^2 P—5 P-6 P-4A P-2A E=1 E=Z 2” SAN 2” V 1 l J $ CONNECT TRAP PRIMERS FOR FLOOR DRAINS PRIOR TO DWM-1 PEX HW PIPING TO FIXTURES PEX CW PIPING TO FIXTURES 09-247 P-601 -V-i _______/ FIRST FLOOR I PJP b 2” SAN 1” HW 1” CW 19.2 CEILING CEILING -y 1” CW — A—><--- ET—1 EAH SFU 21 6 O T ^—1 Vi’ v DFU DFU 5 irnrsl BASEMENT Li MAIN SHUT-OFF AND DRAIN DOWN VALVE----- 4” SUB SOIL VENT BASEMENT P-2 "On PLUMBING RISERSAND SCHEDULES GARAGE FLOOR BASEMENT FLOOR SEE DOMESTIC WATER MANIFOLD SCHEDULE DWM-1 ON THE SHEET FOR DOMESTIC HOT AND COLD WATER DISTRIBUTION LIST ED ED MV-1 KJ 4” PERFERATED SUB SOIL VENT BEDDED IN STONE 9.4 u SFU HW SOLAR STORAGE SOLAR STORAGE DWM-1 DWH-1 Z zy TANK TANK * t BASEMENT FLOOR © 2” SAN 4” SAN 4” SAN 1 30 DFU DFU DOMESTICWATERRISERDIAGRAM SANITARYPIPINGRISERDIAGRAM P-601 NO SCALE NO SCALE
- 62. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 M-001.dwg, 3/31/2010 3:26:00 PM, pplourde MECHANICALABBREVIATIONS MECHANICALLEGEND GENERALNOTES:(APPLY TO ALL DRAWINGS) DUCTWORKLEGEND ABBREVIATION DESCRIPTION SYMBOL ABBREV DESCRIPTION 1. 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. DOUBLE LINE SINGLE LINE DESCRIPTION CUH CABINET UNIT HEATER COLD WATER; DOMESTIC HOT WATER; DOMESTIC HOT WATER RECIRC; DOMESTIC CW FLEXIBLE DUCT CONNECTION CX CONNECT TO EXISTING DIFFUSER DIAMETER DRY BULB DIRECT DIGITAL CONTROL HW FC FC 2. 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. D HWR AIR FLOW MEASURING DEVICE DIA G G GAS --------- 1 VD --------1 VD MANUAL VOLUME DAMPER DB 3. 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. PD PD PUMPED DISCHARGE DDC -----BDD -----BDD BACKDRAFT DAMPER FIRE DAMPER (1-1/2 HOUR UNLESS OTHERWISE NOTED) SMOKE DETECTOR SAN SANITARY 4. DP DIFFERENTIAL PRESSURE SWITCH VENT (A/C) CONDENSATE DRAIN FOUNDATION DRAIN CLEANOUT; LINE; FLOOR INDIRECT WASTE FLOOR DRAIN V EXHAUST AIR ENTERING AIR TEMPERATURE ENERGY EFFICIENCY RATIO EXHAUST FAN EA D D PROVIDE AN AIR VENT AT THE TOP OF ALL RISERS AND AT THE HIGH POINT OF EACH DROP IN THE HEATING/CLOSED HEAT PUMP/GLYCOL/ AND CHILLED WATER SYSTEM. UNLESS OTHERWISE NOTED, ALL PIPING AND DUCTWORK IS OVERHEAD, TIGHT TO UNDERSIDE OF SLAB, WITH SPACE FOR INSULATION IF REQUIRED. 5. EAT FDN EER MOTOR OPERATED DAMPER --------- O MOD --------O MOD CO . O 6. EF (^) IW EFT ENTERING FLUID TEMPERATURE DP DIFFERENTIAL PRESSURE SWITCH INSTALL PIPING AND DUCTWORK SO THAT ALL VALVES AND DAMPERS ARE ACCESSIBLE. 7. D—1 EG EXHAUST GRILLE EXTERNAL STATIC PRESSURE RG RG REFRIGERANT HOT GAS ESP —■-© COORDINATE ALL MECHANICAL WORK WITH ELECTRICAL WORK, ETC., SHOWN ON OTHER DRAWINGS. 8. SMOKE DAMPER RISE IN DUCT (DIRECTION OF AIR FLOW) DROP IN DUCT (DIRECTION OF AIR FLOW) REFRIGERANT LIQUID ETR EXISTING TO REMAIN ENTERING WATER TEMPERATURE EXISTING FAHRENHEIT RL RL ♦R t EWT 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. D—1 AREAWAY DRAIN 9. R EX l DOOR LOUVER Id I F t D CENTERLINE 10. 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. FA FACE AREA UC UNDERCUT □ [] ACCESS DOOR FC FLEXIBLE CONNECTION FAN COIL UNIT FLOOR DRAIN FULL LOAD AMPS FLAT ON TOP PRV PRESSURE REDUCING VALVE FCU * BRANCH WITH 45* TAP EBLENGINEERS,LLC A SOLENOID VALVE FD 11. 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 DETAILS FOR PIPE SIZES NOT INDICATED ON FLOW SCHEDULE AND RISER DIAGRAMS. A MECHANICAL • ELECTRICAL • FIRE PROTECTION 2-WAY CONTROL VALVE VD VD FLA PRE-FABRICATED ROUND BRANCH FITTING WITH VOLUME DAMPER m -F* The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234—5701 (410) 668-8000 FAX (410) 668-8001 e-mail eblOeblengineers.com FOT 3-WAY CONTROL VALVE FOB FLAT ON BOTTOM FEET PER MINUTE GAS COCK THERMOSTAT AHU W/8 20 GAUGE SHIELDED WIRE CABLE TO ZONE CONTROLLER IN BASEMENT VD VD FLEXIBLE DUCTWORK BRANCH WITH VOLUME DAMPER FROM ROUND BRANCH FITTING DUCTS ARE SIZED FOR COOLING TO ALLOW INSTALLATION OF CENTRAL COOLING IF SPECIFIED. SEE MECHANICAL SPECIFICATION FOR COOLING LOAD. FPM 12 )p— ©A FV FACE VELOCITY 13. 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. G GRILLE GALLONS © V TRANSITION THERMOSTAT FCU GAL B GPM GALLONS PER MINUTE THERMOSTAT BLANK W/8 20 GAUGE SHIELDED WIRE CABLE TO ZONE CONTROLLER IN BASEMENT TEMPERATURE SENSOR 14. A m / ”A ft HD HEAD HORSE POWER / 3 WAY SPLIT IN MAINS AREA "A IS EQUAL TO SUM OF AREAS ”B”, ”C” 8c ”D” M ALL DUCTS TO BE SEALED WITH MASTIC AND LOCATED IN CONDITIONED SPACE. 15 HP j-4 '--- f "D m ,v> B B D „C„_J 16. ALL DUCTS TO BE ARRANGED AND INSTALLED IN SUCH MANNER AS TO OFFER MINIMUM AIRFLOW RESISTANCE. HRV HEAT RECOVERY VENTILATOR HIGH VELOCITY DUCT HIGH VELOCITY INDUCTION DIFFUSER INSIDE DIAMETER INVERT © HUMIDISTAT 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: C” HVD © SENSOR 17. ALL REGISTERS TO HAVE ADJUSTABLE TURNING VANES AND CLOSE-OFF DAMPER. 17696 EXPIRATION DATE: 2-19-2012 LA_ HVID 2 WAY SPLIT IN MAINS AREA ”A IS EQUAL TO SUM OF AREAS ”B” & ALL SQUARE ELBOWS SHALL HAVE TURNING VANES M fi VACUUM BREAKER |----j..c ID A MANUAL DAMPER TO BE LOCATED AT EACH TAKE-OFF / MAIN TRUNK JUNCTION TO CONTROL FLOW. A NORMALLY OPEN MOTORIZED DAMPER TO BE LOCATED AT EACH TAKE-OFF /MAIN TRUNK JUNCTION TO ALLOW AUTOMATED CONTROL. TRANSFER GRILLES TO BE PROVIDED FOR PRESSURE RELIEF / PRESSURE EQUALIZATION BETWEEN CLOSED ROOMS AND COMMON AREAS AND BETWEEN BEDROOM CLOSETS AND BEDROOMS. DOORS TO BE UNDERCUT 3/4” BETWEEN TOP OF FINISH FLOOR AND UNDERSIDE OF DOOR. AIR HANDLER TO BE LOCATED AND ACCESSED WITHIN INTERIOR CONDITIONED SPACE. 18. J£n4”c c” 1 SA SHOCK ABSORBER INV ft B £ MAV MANUAL AIR VENT 19. IW INDIRECT WASTE KILOWATT KILOWATT HOUR KW / tt A” 2 WAY SPLIT AT END OF MAIN, AREA "A" IS EQUAL TO SUM OF AREAS ”B” & ”C A / HOSE BIBB WITH VACUUM BREAKER HB 20. $ HB KWH ?—III—e”c ft J’c v> ■v v> LAT LEAVING AIR TEMPERATURE 5 »» B B FLOW SWITCH LRA LOCKED ROTOR AMPS LEAVING FLUID TEMPERATURE LEAVING WATER TEMPERATURE 1000 BTU/HR MOTOR OPERATED DAMPER MOUNTED NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN 21. A/WV FLEXIBLE PIPE CONNECTOR BACKFLOW PREVENTER; DIRECTION OF FLOW INDICATED CONCENTRIC REDUCER A” LFT 22. A 2 WAY OVER 8c UNDER SPLIT AT END OF MAIN, AREA ”A” IS EQUAL TO SUM OF AREAS "B” 8c C” T3 s LWT 23. RETURN DUCT TO BE BUILT WITH TWO OFFSET BENDS TO REDUCE SOUND TRANSMISSION AND A VIBRATION ISOLATION SECTION. U£ }”C MBH rc tt > B MOD A FILTER WITH A MERV 13 RATING TO BE INSTALLED AT THE AIR HANDLER. 24. ECCENTRIC REDUCER VD VD FLEXIBLE DUCTWORK BRANCH WITH VOLUME DAMPER FROM SQUARE TO ROUND MTD PIPE GUIDE fH>~ 25. HEAT RECOVERY VENTILATOR TO BE INSTALLED TO SUPPLY FRESH AIR TO INTERIOR. NC PIPE ANCHOR 26. ALL DUCTWORK TO BE SHEET METAL. SUPPLY TRUNKS IN BASEMENT TO BE INSULATED TO R-4.2. NIC PIPE UNION NO RADIUS ELBOW 1 THERMOMETER HEATRECOVERYVENTILATOR: NTS NOT TO SCALE U.S. Department of Energy ^ Research Toward Zero Energy Homes OA OUTSIDE AIR OPPOSED BLADE DAMPER J. PRESSURE/TEMPERATURE TEST PLUG 3 SUPPLY 1. SUPPLY AND EXHAUST DUCTS BETWEEN HEAT RECOVERY VENTILATOR AND EXTERIOR TO BE INSULATED ALONG THE ENTIRE LENGTH TO CONTROL CONDENSATION. OBD £ PRESSURE GAUGE WITH STOPCOCK U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy 13 OD OUTSIDE DIAMETER ENERGY RETURN 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 ANY INCIDENT PRECIPITATION IN THE DUCT. SLOPE THE FIRST 4’ OF DUCT RUN FROM THE EXTERIOR, OR THE ENTIRE FIRST SECTION IF SHORTER THAN 4’. 2. GAUGE COCK SHUT OFF VALVE (SEE SPECIFICATION FOR TYPE) CHECK VALVE; DIRECTION OF FLOW INDICATED BALANCING VALVE POD POINT OF DISCONNECT PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH-GAGE POUNDS PER SQUARE FOOT REGISTER RETURN AIR ROOF DRAIN 13 EXHAUST PRV PSIG Q HEAT RECOVERY VENTILATOR TO BE PLACED ABOVE PLUMBED DRAIN PAN. 3. ROUND DUCT UP PSF R IS! DIFFUSER (4 WAY UNLESS NOTED) NECK SIZE &c CFM NOTED) RA <f> BALL VALVE RD * BUTTERFLY VALVE BACKWATER VALVE; DIRECTION OF FLOW INDICATED IN-LINE CIRCULATING PUMP RH RELATIVE HUMIDITY REFRIGERANT LIQUID RUNNING LOAD AMPS RETURN REGISTER OR GRILLE SIZE 8c. CFM NOTED BWV a RL a RLA EXHAUST REGISTER OR GRILLE SIZE 8c CFM NOTED RLX RELOCATE EXISTING REVOLUTIONS PER MINUTE REMOVE EXISTING SUPPLY AIR e CX CONNECT TO EXISTING RPM MECHANICALABBREVIATIONS RX DIFFUSER CONNECTED TO FLEX DUCT 09-247 M-001 ABBREVIATION DESCRIPTION DIAMETER SA PJP 0 OR DIA SCT SATURATED CONDENSING TEMPERATURE EAH AT SD SMOKE DAMPER SENSIBLE/TOTAL STATIC PRESSURE SATURATED SUCTION TEMPERATURE O ACH AIR CHANGES PER HOUR SENS/TOT MECHANICALABBREVIATIONS A/C AIR CONDITIONING SP SECTION DESIGNATION AFF ABOVE FINISHED FLOOR SST SECTION LETTER AIR HANDLING UNIT ACCESS PANEL AIR PRESSURE DROP AIR PRESSURE GAUGE AHU SV SECTION VALVE TEMPORARY TYPICAL MECHANICALLEGEND SCHEDULES& DETAILS A AP TEMP SHEET NO. WHERE SECTION IS SHOWN 1J1 APD TYP APG V VENT VOLTS/PHASE/HERTZ VOLUME DAMPER VENT THRU ROOF WHITE/WATER/WEST WATER GAUGE WET BULB SHEET NO. WHERE SECTION IS CUT ATC AUTOMATIC TEMPERATURE CONTROL AVERAGE V/PH/HZ AVG VD PARTIAL PLAN/DETAIL DESIGNATION AWG AMERICAN WIRE GAUGE VTR © DETAIL NO. BDD BACK DRAFT DAMPER BREAK HORSE POWER BRITISH THERMAL UNITS PER HOUR BACK WATER VALVE W 1 BHP WG SHEET NO. WHERE ITEM IS SHOWN 1J1 BTUH WB M-001 BWV SHEET NO. WHERE ITEM IS TAKEN WPD WATER PRESSURE DROP § OR CFM CUBIC FEET PER MINUTE W/0 WITHOUT
- 63. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 M-002.dwg, 3/31/2010 3:26:39 PM, pplourde / / / GENERALNOTES:(APPLY TO THIS DRAWING ONLY) 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 BASE WITHIN HANDHOLE. PROVIDE THREADED GLAND SEAL TERMINATION FOR PASSAGE OF INSTRUMENTATION WIRE AT BOTH ENDS. HORIZONTAL CIRCUIT-3 f / HORIZONTAL TRENCH HEAT EXCHANGER 3 PARALLEL CIRCUITS, 2 TRENCHES/CIRCUIT, 2’-0” WIDE, 6’-0 DEPTH, 10-0” TRENCH SEPARATION, 115-0” LENGTH PER TRENCH / »» / [ _ HORIZONTAL CIRCUIT-2 7. HORIZONTAL CIRCUIT-1 EBLENGINEERS,LLC t 7 / 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 n 7 A % VALVE HANDHOLE % A Jt 1 •1 y2”0 HPWR/HPWS & 34” PVC INSTRUMENTATION WIRE / CONDUIT WITH PULL STRING f M-502 M-502 W 44 44 44 ;44 “44 ■< 41 •< * *F .4* .A jt .a If 44 ACCESSIBLE PATfO VERTICAL BORE WELL HEAT EXCHANGER. PARALLEL CIRCUITED 20’—0” BORE SPACING, 150 FT DEPTH—s. , 44 44 VALVE HANDHOLE -*^A jt 44 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: A. 44 44 •V ■< A 1 17696 EXPIRATION DATE: 2-19-2012 I !4 44 ■wj f A f 44 -( i M-502 M-502 [44 4* 44 A •< r ■t^A R4 / •f .A 44 GAS METER LOCATION yr 144 1 44 Jt 44 •< f ^A 1 y2”<l> HPWR/HPWS 8c %” PVC INSTRUMENTATION WIRE CONDUIT' WITH PULL STRING 44 44 44 .• 44 .• A ■ ^A ■( A *A A ,4* 44 44 L '*(44 Jt ■v ‘f .rf7 •Jjf7 .rf7 . H ’•Ks 44 *r •f .4" .A VALVE HANDHOLE .A 44 -• A ACCESSIBLE WALKWAY ■{ .4* f W7 ■*^A 44 1 M-502 M-502 _ U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY SLINKY TUBE HEAT EXCHANGER 3 PARALLEL CIRCUITS, 6 PITCH, 5-0” WIDE, 6-0” DEPTH, 10-0” SEPARATION BETWEEN TRENCHES, 130-0” LENGTH PER TRENCH 44 V A. 44 44 'l ■( ,44 44 A A .A EX WALKWAY 09-247 M-002 PJP EX PARKING LOT EAH o MECHANICAL SITEPLAN N CAUTION: MECHANICAL SITEPLAN © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. SCALE: 1” = 20’-O’ GRAPHICSCALE M-002 1 ”=20’—0 » 0 10’ 20’ 30’ 40’ 60’ WEST DR
- 64. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 2010-06-2909-247 M-101-A1.dwg, 7/27/2010 1:58:11 PM, pplourde 7”0 INSULATED high vn OCITY DUCT (10) o £ MASTFR I 1^ t 5” SA UP I BEDRM 3 I I trs < OH !> MASTER i L,6, I! BEDRM 3 I L. o------------------ 1 oo 5” SA UP X oo 6” SA UP TO D—1 ABOVE IE©- I LIVING RM <!>MOD (TYP 5) I O ©n r TT /! /! 11s / CO ✓ / / AHU-1 11 I I ✓ ✓ x / 00 ✓ / II / ✓ ✓ 11/ I I / / JL 3 LaJ m m p? e 19x5^ RA FROM R—1 ABOVE------- co i i SA UP TO D—1 ABOVE i i I 0<3 5” SA UP TO D—1 ABOVE—^ 5” SA UP TO D—1 ABOVE------ 6” SA UP 2” HVD UP TO HVID-1 ABOVE ^o) a 4x9 HRV SA UP 8x6 RA FROM ABOVE 4” HRV 7”0 INSULATED HIGH VELOCITY DUCT fin} 8x6 RA 3x8 HRV SA UP- -- i I l HPWR HPWS #> L: I © 1 8 8 1 HIGH VELOCITY AHU-4 FUTURE 9 i i SA UP TO D—1 ABOVE iS i j)~<!>~| J ... ....... : GEOTHERMAL RETURN MANIFOLD 2” HVD UP TO HVID-1 ABOVE (g) GEOTHERMAL SUPPLY MANIFOLD BASEMENT 7”0 INSULATED HIGH VELOCITY DUCT 1 l><! 2” HVD UP TO^ HVID-1 ABOVE (jo) 5T7I DINING ROOM I. s i BASEMENT i i FD 14 M 4x9 (TYP 4) HRV-1 D—2 MOD 60$ ■p1 ' r 2” HVD UP TO HVID=1 ABOVE 10x10 RA FROM R—1 ABOVE 3x11 SA UP i r 5a Lv> 6” HRV SA 10x10 RA 6” SA MOD H-2 I i i i t 7” SA DINING ROOM DINING ROOM i i i i tr-S 2” HVD UP TO HVID-1 ABOVE (g) MOD E D --FD @ HVID-1 1 y2” HPWS 8c HPWR ROUTED IN JOIST SPACE BASEMENT RG RG RL (To) HVID-1 HPWR HPWS — HPWR n HPWS R D—2 60$ I 2” HVD UP TO HVID-1 ABOVE (io) LIVING RM I I I I I £ I I HE) BASEMENT I 5 ■/ M 2” HVD UP TO HVID-1 ABOVE (lo)- a i 4” SA UP 6” SA UP 5”0 SA i LIVING RM lr-5 SA UP TO D—1 ABOVE I HALL i DH—1 S 5” SA L =4 MOD MASTER i 5” SA UP 2” HVD UP TO HVID^I ABOVE (jo) 5” SA UP 6” SA 2 3 IT-S BEDROOM 4 t I 11 11 • BEDROOM 3 3 t (ED 5 BASEMENT I I MOD 6 MOD 9 ~ =4 V. BEDROOM 3 i 5” SA L D—2 HVID-1 0) 5” SA MOD 60$ I J SA UP TO D—1 ABOVE BEDROOM 4 (TYP 7) i i i i i £ J » J 11 Mopy - IJHALL j T r 9 MOD (S) i ^living rm! £><Z (jq)jviD-i J^l -t f4” SA l8x4 RA FROM R—1 ABOVE SA UP TO D—1 ABOVE 2” HVD UP TO ^ HVID-1 ABOVE (10, SA UP TO D—1 ABOVE TRANSFER GRILLE 2” HVD UP TO^ HVID-1 ABOVE (6) SA UP TO D—1 ABOVE 7” SA i I 8x6 SA i vj/ 1 r i + r r ZONE CONTROL --O MOD o_____ i L o----- MOD r l MOD Or- MOD PANEL -n|- CM a- - o I o -------o MOD (TYP 3) [ ] i O-- oh OH 4” SA i o 4x9 HRV EA UP J L J L J L J L J L J I 0)HVID-1 —/=T~ hvu" upn-a>^ / HVID-1 ABOVEQq) 6” HRV EA c 7” SA £. 4x12 SA UP l KITCHEN -H i 4x9 HRV OA INTAKE FROM ABOVE------------ MOD ^ 6” HRV OA 1 y2 HPWS 8c HPWR ROUTED IN JOIST SPACE c 6” HRV EA r 7”0 INSULATED HIGH VELOCITY DUCT (jo) <jn)HVID-1 . <' 5” HRV EA FROM ABOVE TO HRV (D) 4” SA L -0> l BATH 1 i 3x8 SA UP S MOD BASEMENT OH 7” SA CL L x 4x12 SA UP 2 CO KITCHEN i t Q. 2” HVD UP TO —N HVID-1 ABOVE (jo) x 5” SA UP 2 MASTER BATH i 4” SA UP I 2 MASTER CLOSET i 1— V 5” SA UP D TO D—1 ABOVE-^ 2 KITCHEN ! 4” SA UP 6” SA UP 5” SA UP 5” HRV EA FROM ABOVE TO HRV —<T MASTER CLOSET i 213 MASTER BEDROOM i rx'<sE » i 3 BATH 2 i $ MOD (TYP 7) 3x8 SA 9”0 INSULATED HIG VELOCITY DUCT UP 13x5y2 RA FROM ABOVE © UP @HVID-1 MOD --------O 13x5y2 RA J 4” SA MUDROOM 9”0 INSULATED HIGH VELOCITY DUCT(jo) 4 ■*« TRANSFER GRILLE F.1 SA UP TO D—1 ABOVE ^© HPWS HPWR * HVID-1 0 2” HVD UP TO HVID-1 ABOVE @ 2 (—2" HVD UP TO HVID-1 ABOVE(g) rTRANSFER GRILLE D i i ©i©© BASEMENTFLOORPLAN-HVAC N SCALE: y2” = 1’-0’ 5 6 4 4.1 AHU-2 FUTURE GENERALNOTES:(APPLY TO THIS SHEET ONLY) DUCT RUNOUTS ARE LOCATED WITHIN JOIST BAY 8c PARALLEL TO JOISTS COORDINATE WITH ELECTRICAL, PLUMBING 8c ARCHITECTURAL PLANS. SEE SHEET M-501 FOR MECHANICAL DUCTWORK DETAILS. COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS. 1. 2. 3. 4. DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) © UNIT ISOLATION OPPOSED BLADE DAMPER SEE SPECIFICATION. © PEX FLOOR HEAT MANIFOLD FOR FUTURE SYSTEM. SEE SHEET M-106 FOR PEX PIPING SYSTEM LAYOUT. (3) %”0 PVC INSTRUMENTATION CONDUIT W/PULLSTRING TO VALVE w HANDHOLE. SEE SHEET M-002. (4) 1 y2" HPWS 8c HPWR TO SLINKY TUBE HEAT EXCHANGER VALVE HANDHOLE. ^ SEE SHEET M-002. (i) 1 y2 HPWS 8c HPWR TO VERTICAL BORE VALVE HANDHOLE. SEE SHEET M-002. (?) 1 y2 HPWS 8c HPWR TO HORIZONTAL TRENCH HEAT EXCHANGER VALVE w HANDHOLE. SEE SHEET M-002. © POINT OF DISCONNECT OF DUCTWORK FOR AHU-2 INSTALLED UNDER THIS CONTRACT. © POINT OF DISCONNECT FOR THE HIGH VELOCITY OPTION DUCTWORK INSTALLED UNDER THIS CONTRACT SERVING FUTURE AHU-4. RETURN DUCTWORK SHOWN FOR HIGH VELOCITY UNIT AHU-4 IS FOR COORDINATION ONLY. RETURN DUCT TAP FOR AHU-4 NOT INSTALLED UNDER THIS CONTRACT. © EBLENGINEERS,LLC MECHANICAL • ELECTRICAL * FIRE PROTECTION (lO) HIGH VELOCITY OPTION. 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, LICENSE NO: 17696 EXPIRATION DATE: 2-19-2012 7 D 'BnUti U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY RG 8c RL UP 07/27/10 HIGH VELOCITY OPTION 09-247 M-101-A1 PJP EAH o BASEMENT FLOOR PLANHVAC B A CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. GRAPHICSCALE M-101 1/2"=1-0' 1’ 2’ 4’ 6’ 0 i l 3 HPWR HPWS E E.1 2” HVD UP TO HVID-1 ABOVE (j?)- c C.1 c HPWR HPWS < X) oo X CO < oo X cn O CL 3 < CO • BEDRM 2 CD • BEDRM 2 !■ BEDRM 2 L0J HPWR I I HPWS r SMdH HPWR E • i i • i i < X) < oo CO X CD ^1 ___ J L _ I I I 111 L J ------ T r r j L X V: X: 00 / N / U Q O o+- I 18x16 © 18x12 RA > (X X CD T T T T / / II S ✓ ✓ I / / 18x14 SA 16x18 SA 16x18 SA X X ✓ ✓ I I ✓ ✓ II ✓ ✓ T T T T
- 65. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 2010-06-2909-247 M-102-A1.dwg, 7/27/2010 1:58:28 PM, pplourde TRANSFER GRILLE------ © HVID-1 <§> 5” SA D—1 105$ X o x SA UP TO D—1 ABOVE < LlJ f f > © X HVID-1 4x9 HRV EA FROM BELOW x 4y1 ? 9A FROM BELOW L [^<3 © in HVID-1 O ^ ~7| < ins) *-nL D—1 © x 110$ 4x9 HRV OA INTAKE DN- x LU ------------- >^-1 I D—2 110$ x o 3x8 SA UP HRV OA EF—1 L in o m O o 71 x 10x10 RA DN 6” DRYER EXHAUST ABOVE CEILING o ® (SO J X HRV EA ® Q in Ld < 3x11 UP FROM BELOW ^1 Vjt CD 4 1/ © r ii HVID-1 5” HRV EA DN co D—1 © EG-1 < 105$ Ifi 3x8 HRV SA UP 3x8 SA UP x 50 £ 3x8 UP FROM BELOW TTl x D—1 LxJ X 25$ BATH m J JU Ri-V x KITCHEN R—1 U) / >- 360$ x o D-2 / 4x12 SA FROM BELOW-------------- 110$ *”7I x 3x8 / SA UP / 3x8 SA UP 5” SA FROM XC BELOW---------------- 4” SA FROM BELOW KITCHEN fix) I ■/ M 1 1 RL RG D- V □ 120$ D—1 I MASTER BATH 60I/I < 4 co MASTER CLOSET > O' (fi) HVID-1 [ l x 4” SA FROM BELOW r 6” SA BELOW 5” SA BELOW in 3x8 FROM BELOW I 3x8 HRV SA UP FROM BELOW MASTER CLOSET 4x9 HRV SA FROM BELOW Si MASTER BEDROOM i I © HVID-1 5 (-3x8 SA R—1 © FROM ^3 r? 285$ 5” HRV SA UP © TO -fari © ■=r^ 3 8x6 RA UP 8c DN 3x8 UP FROM BELOW FCU-2 FUTURE D—1 Qy RL- 40$ 1 1 // 1 t 14x3y2 RA RG V 3x8 SA UP 9”0 INSULATED HIGH VELOCITY DUCT UP TO ATTIC (HRV) UP 4 13x5^ RA DN © D—1 25$ r? BEDROOM 4 7 LIVING RM MUDROOM 3x8 HRV SA UP 3x8 SA UP^ 3x8 SA 19x5fc RA 5" HRV SA UP t—-J DN & R—1 i i 400$ 14x15 6” SA FROM BELOW 3x11 3x11 SA y^ SA UP ^ 130$ 6” SA UP FROM BELOW 3x8 UP FROM BELOW 4 nX TRANSFER GRILLE 5” SA FROM BELOW---------- BEDROOM 3 3x8 HRV SA UP TO D—1 ABOVE » MASTER ) i G 3x8 UP FROM BELOW- 4 L J 5” SA FROM BELOW---------- BEDROOM 3 ,) !+' T t t 6” SA UP FROM BELOW MASTER ) 3x11 UP FROM BELOW- D—1 D—1 D—1 XI 110$ 50$ 50$ : ■B E E.1 C.1 5 l J 4 4 4 SA UP TO D—1 ABOVE © HVID-1 © LIVING ENTRY ROOM HALL RG 8c RL DN l l ] 3x8 UP FROM BELOW-----------v OFFICE/OPTIONAL BEDROOM 4 © 3x8 UP FROM BELOW © HVID-1 -vl-3 D—1 D—1 HVID-1 ( 6 D—1 110$ 30$ 50$ s MASTER PJ fil HVID-1 5” SA FROM BELOW---------- BEDROOM 3 © fi) HVID-1 6” SA HVID-1 6” SA 5” SA El ,) 5” SA © HVID-1 -SA UP TO D—1 ABOVE -r, TRANSFER GRILLE i SA UP TO D—1 ABOVE © SA UP TO D—1 ABOVE BEDROOM 3 •SA UP TO D—1 ABOVE 8x4 RA DN TO DH—1 — © D—1 © 110$ D- D- HVID-1 30$ 50$ DINING ROOM I FROM FROM EA r 2 4 TRANSFER GRILLE------ D—1 110$ FIRSTFLOORPLAN-HVAC N SCALE: K’ = t'-0' I GENERALNOTES:(APPLY TO THIS SHEET ONLY) 1. DUCT RUNOUTS ARE LOCATED WITHIN JOIST BAY 8c PARALLEL TO JOISTS COORDINATE WITH ELECTRICAL, PLUMBING 8c ARCHITECTURAL PLANS. SEE SHEET M-501 FOR MECHANICAL DUCTWORK DETAILS. COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS. 2. F.1 3. 4. DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) (?) (FUTURE)(NOT INSTALLED UNDER THIS CONTRACT) FCU-2 WITH AUXILIARY ^ DRAIN PAN SEE DETAIL ON SHEET M-502 FOR MORE INFORMATION. PIPE SLEVE FOR REFRIGERANT PIPE SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. © © POINT OF DISCONNECT OF DUCTWORK FOR FCU-2 INSTALLED UNDER THIS CONTRACT. F.1 © POINT OF DISCONNECT OF RG 8c RL LINES FOR FCU-2 INSTALLED UNDER THIS CONTRACT. © POINT OF DISCONNECT OF RG 8c RL LINES FOR FCU-1 AND FCU-2 INSTALLED UNDER THIS CONTRACT. © HIGH VELOCITY OPTION. ECU CONDENSING UN T FUTURE Fy.v?y.—• .-.vl 5 F J I__________I RL 8c RG TO HEADER AT CONDENSING UNIT RL 8c RG UP TO FCU-1 IN ATTIC 7 D ACCU-1 AIR TO AIR CONDENSING UNIT o x J ('FUTURE') ACCU-2 AIR TO AIR CONDENSING UNIT I------------------1 L J B A CAUTION: IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. GRAPHICSCALE 1/2”=1’—0 1’ 2’ 4’ 6’ 0 EBLENGINEERS,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 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: 17696 EXPIRATION DATE: 2-19-2012 'S*tdi U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY 07/27/10 HIGH VELOCITY OPTION 5/7/10 UPDATED 09-247 M-102-A1 PJP EAH o FIRST FLOOR PLAN HVAC © M-102 B * i i® < in i § © cr MASTER BEDRM 2 ■ ix) I o m BEDRM 2 I 5® x © O
- 66. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 M-103.dwg, 3/31/2010 3:29:34 PM, pplourde GENERALNOTES:(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. 1. 2. 3. 4. ACCU-3 GARAGE CONDENSING 2 UNIT EBLENGINEERS,LLC E 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 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: 17696 EXPIRATION DATE: 2-19-2012 o £T E.1 OL I I I n 1 AHU-3 GARAGE i i r. 'BuUti VG U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY C.1 "<£>A 09-247 M-103 PJP EAH c o FIRST FLOOR PLAN GARAGEHVAC CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. FIRSTFLOORPLANGARAGE HVAC GRAPHICSCALE N M-103 SCALE: y2” = 1’-0’ 1/2”=1’—0 1’ 2’ 4’ 6’ 0
- 67. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 2010-06-2909-247 M-104-A1.dwg, 7/27/2010 1:58:46 PM, pplourde 5 3 6 4 4.1 GENERALNOTES:(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. 1. I T I 2. A- F.1 3. 4. D—1 eo$ r^i © m)hvid-i (T)hvid-i s [ ] 5 D—1 DRAWINGNOTES: X 10$ (APPLY TO THIS SHEET ONLY) OHIGH VELOCITY OPTION. 3x8 UP FROM BELOW tJ EG-1 © 50$ F.1 HVID-1 r D—2 BD—2 E5> E 35$ 3x8 UP FROM BELOW 70$ V. 3x8 HRV SA UP FROM BELOW D—1 MASTER 35$ BATH x (T)hvid A__ D—1 40$ MASTER BEDROOM x ® (HRV) D—1 10$ 4 E-f-D—1 EBLENGINEERS,LLC 60$ 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 ebl@eblengineers.com HVID-1 3x8 UP FROM BELOW- 3x8 UP FROM BELOW ® EG-1 BATH #2 50$ 5” HRV EA DN V. A D—1 425$ E.1 (—14x3y2 TRANSFER DUCT UP TO ATTIC PROVIDE FIRE DAMPER AT ATTIC FLOOR 3x8 UP FROM BELOW 9”0 INSULATE HIGH VELOCIT DUCT UP TO ATTIC TT=TP" (?) HVID-1 D—1 60$ R—1 D—1 ® t oi 4 170$ 60$ i 13x5y2 RA UP TO FCU-1 9x10 © 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: 17696 r r.'-'-lJ L J 14x3)1 7 RA DN-' ©B©A 4 3x8 UP FROM BELOW RL & RG UP &c DN TO FCU-1 IN ATTIC EXPIRATION DATE: 2-19-2012 TRANSFER GRILL-------- R—1 205$ (ABOVE DOOR) TRANSFER GRILLE----- ----- 13x5)1 RA DN 5” HRV EA DN R—1 7 270$ 12x12 13x5)1 RA FROM ABOVE TRANSFER GRILL 3x8 HR/ SA UP FROM BELOW HALL 3x8 UP TRANSFER GRttLE 4. it TRANSFER GRILLE—v 14x3)1 TRANSFER DUCT UP TO ATTIC PROVIDE FIRE DAMPER AT ATTIC FLOOR L rn r i 3x11 UP FROM BELOW - 3x8 UP FROM BELOW D L J 4 4 f t ft 3x11 UP FROM BELOW ® ® (T)hvid-i (T) HVID-1 b x D—1 D—1 D—1 D—1 D—1 75$ 65$ 35$ C.1 65$ 75$ (HRV) 3x8 HRV SA UP FROM BELOW—' 'BnUti D—1 35$ (HRV) U.S. Department of Energy ^ Research Toward Zero Energy Homes BEDROOM 2 M D—2 U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy D—2 ENERGY 50$ 50$ OPEN TO BELOW T T BEDROOM 3 c 07/27/10 HIGH VELOCITY OPTION 09-247 M-104-A1 PJP EAH o SECOND FLOOR PLAN HVAC B (T) HVID-1 © 65$ (T) HVID-1 (T) HVID-1 (T) HVID-1 65$ © (j) HVID-1 75$ © D—1 D—1 D—1 D—1 ® ® 75$ A 4 CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. SECONDFLOORPLAN HVAC N GRAPHICSCALE M-104 SCALE: y2” = 1-0’ 1/2"=1-0' 1’ 2’ 4’ 6’ 0
- 68. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 2010-06-2909-247 M-105-A1.dwg, 7/27/2010 1:57:47 PM, pplourde 5” SA DN TO D—2 BELOW D 2” HVD DN TO HVID-1 BELOW © 13x5^ RA DN 9”0 INSULATED HIGH VELOCITY DUCT UP FROM BELOW © i L_ j 13x5/2 RA DN TO RA DEVICE IN WALL BELOW 14x3/2 TRANSFER DUCT DN i FIRE DAMPER AT ATTIC FLOOR i M X i--FD 7+ TRANSFER GRILL------ 9”0 INSULATED HIGH VELOCITY DUCT 2 HVD DN TO HVID-1 BELOW (4) 5” SA DN TO D—2 BELOW <$> MASTER BATH 7”0 INSULATED HIGH VELOCITY DUCT © y 5 6 4.1 l 2” HVD DN TO HVID-1 BELOW 2” HVD DN TO HVID-1 BELOW © © 5” SA DN TO D—2 BELOW 2> MASTER BEDROOM y 7”0 INSULATED HIGH VELOCITY DUCT © 5” SA 2” HVD DN TO HVID-1 BELOW © 1 TRANSFER GRILL FIRE DAMPER AT ATTIC FLOOR FD - 2 14x3^ TRANSFER DUCT DN ~l/© & r o 13x5/2 RA DN TO RA DEVICE IN WALL BELOW i / i / 1/ JL J T RL KD FCU-1 FUTURE D 2” HVD DN TO HVID-1 BELOW © 5” SA 5” SA DN TO D—2 BELOW J m BEDROOM 3 7”0 INSULATED HIGH VELOCITY DUCT © 7 0 INSULATED HIGH VELOCITY DUCT L © GENERALNOTES:(APPLY TO THIS SHEET ONLY) 1. DUCT RUNOUTS ARE LOCATED WITHIN JOIST BAY Sc PARALLEL TO JOISTS COORDINATE WITH ELECTRICAL, PLUMBING Sc ARCHITECTURAL PLANS. SEE SHEET M-501 FOR MECHANICAL DUCTWORK DETAILS. COORDINATE ALL WALL PENETRATIONS WITH ARCHITECTURAL PLANS. F 2. 3. 4. DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) (T) (FUTURE) (NOT INSTALLED UNDER THIS CONTRACT) FCU-1 WITH AUXILIARY DRAIN PAN SEE DETAIL ON SHEET M-502 FOR MORE INFORMATION. © POINT OF DISCONNECT OF DUCTWORK FOR FCU-1 INSTALLED UNDER THIS CONTRACT. POINT OF DISCONNECT OF RG Sc RL LINES FOR FCU-1 INSTALLED UNDER THIS CONTRACT. HIGH VELOCITY OPTION. © 7 RL & RG UP & DN TO FCU-1 IN ATTIC D n 4 3 2” HVD DN TO HVID-1 BELOW a 7”0 INSULATED HIGH VELOCITY DUCT © 7”0 INSULATED HIGH VELOCITY DUCT © T 2” HVD DN TO HVID-1 BELOW © r 2” HVD DN TO HVID-1 BELOW 2” HVD DN TO HVID-1 | BELOW B i 2” HVD DN TO HVID-1 BELOW © 2” HVD DN TO HVID-1 BELOW 2” HVD DN TO HVID-1 BELOW © V: y a © D © © A CAUTION: IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. GRAPHICSCALE ATTICFLOORPLAN HVAC N 1/2"=1-0' SCALE: /2” = 1’-0’ 1’ 2’ 4’ 6’ 0 E E.1 C.1 C EBLENGINEERS,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 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: 17696 EXPIRATION DATE: 2-19-2012 'BnUti U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY 07/27/10 HIGH VELOCITY OPTION 5/7/10 UPDATED 09-247 M-105-A1 PJP EAH o ATTIC FLOOR PLAN HVAC © M-105 > CO cn < CO Ol 7 I BEDROOM 2
- 69. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 M-106.dwg, 3/31/2010 3:32:40 PM, pplourde 5 4.1 6 GENERALNOTES:(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. 1. i F.1 2. FT T T 3. J L 1 J L 4. a a DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) (?) PEX FLOOR HEAT MANIFOLD. F.1 E EBLENGINEERS,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 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: WwwWwv_yW WwWWwW BASEMENT 17696 EXPIRATION DATE: 2-19-2012 wwww wwww 7 1 o D rrrrr C.1 rrrrrr U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY C 09-247 M-106 PJP EAH o wwWwwW BASEMENTFLOOR PLANRADIANT FLOORHEAT wwwwwwwwwwwwWwwWwwWwwWwwW B A CAUTION: © IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. GRAPHICSCALE BASEMENTFLOORPLAN-RADIANTFLOORHEAT M-106 N 1/2”=1’—0 SCALE: = 1-0’ 1’ 2’ 4’ 6’ 0
- 70. 10"x6" TRANSFER GRILLE OVER BEDROOM DOOR BEDROOM DOOR ELEVATION FROM HALLWAY WALL FRAMING WITHIN WALL UNDERCUT DOOR 3 4" FLOOR ASSEMBLY STUD CAVITY AS TRANSFER PLENUM SHEET METAL SOUND AND LIGHT BAFFLES BACK TO BACK TRANSFER GRILLES GWB INTERIOR WALL 4"x10" TRANSFER GRILLE TO FIRST FLOOR CONDITIONED SPACE SUBFLOOR FLOOR JOIST DUCT OPEN TO BASEMENT 2" AHU Return Transfer grille Remote Dehumidistat Kitchen Range Hood Supply Supply Supply Integrated Dehumidifier MASTIC JOINT BETWEEN BOOT AND SUBFLOOR SEALED WITH MASTIC OR FIBERGLASS MESH AND MASTIC OR CAULK MASTIC JOINT BETWEEN BOOT AND DRYWALL SEALED WITH MASTIC OR FIBERGLASS MESH AND MASTIC OR CAULK National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 M-501.dwg, 3/31/2010 3:35:37 PM, pplourde t t I I 4- fczfc / / EBLENGINEERS,LLC E_r l□ « A 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 WALLREGISTERAIRSEALINGDETAIL DOORTRANSFERGRILLEDETAIL DEHUMIDIFIERSCHEMATIC SCALE: y2” = 1 0 NO SCALE 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, LICENSE NO: 17696 EXPIRATION DATE: 2-19-2012 U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY W FLOORBOOTAIRSEALINGDETAIL BASEMENTTRANSFERGRILLEDETAIL AIRHANDLERAIRSEALINGDETAIL SCALE: y2” = 1’-0' NO SCALE NO SCALE 09-247 M-501 PJP EAH o MECHANICAL DETAILS © CAUTION; IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. M-501 GRAPHICSCALE ^/2n=^•-0n 1* 2’ 3’ 4’ 5’ 6’ 0
- 71. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 M-502.dwg, 3/31/2010 3:35:14 PM, pplourde RETURN AIR DUCT 3” LAYER OF POLYISOCYANURATE BOARD INSULATION ATTACHED TO HANDHOLE LID—v BOLTED AND GASKETED LID SUPPLY AIR DUCT GRADE SLOPE AWAY FROM BOX ON ALL SIDES 3’x3’x3’ DEEP PRE-CAST REINFORCED PLASTIC, OPEN BOTTOM PLASTIC HANDHOLE. OLDCASTLE CARSON SERIES OR APPROVED EQUAL L t t --------g DRAIN PAN 3/4” CDN 3” MIN CLEARANCE AHU’S PERIMETER 2” MIN HEIGHT--------- 20 GAGE GALVANIZED STEEL WITH HEMMED EDGES SET AHU ON 4 RUBBER ISOLATORS IN DRAIN PAN IN LINE WITH SUPPORTS i-BALANCING VALVE (TYP) L AUXILIARYCONDENSATEDRAINPANDETAIL NO SCALE ononoLonona monoi 6” GRAVEL BED (EXTEND 1 ’—0 BEYOND BOX ON ALL SIDES) M V HPWR HPWR GEOTHERMAL HEAT PUMP WATER TO WELL FIELD — GEOTHERMAL HEAT PUMP WATER FROM HOUSE r SEALANT - JOINT 1/4” MINIMUM WIDE BY 3/8” DEEP SECTIONA-A EBLENGINEERS,LLC MECHANICAL • ELECTRICAL • FIRE PROTECTION 7 / The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234—5701 (410) 668-8000 FAX (410) 668-8001 e-mail eblOeblengineers.com / '-------WATERSTOP (FOR CONCRETE J FLOOR 7 PENETRATIONS) -------PIPE SLEEVE H POLY BACKUP MATERIAL------- 1 HPWS FROM FIELD CIRCUIT-2 HPWS FROM FIELD CIRCUIT-3 HPWS FROM FIELD CIRCUIT-1 E2' V PIPE SLEEVE OR CORE DRILLED OPENING--------- " / / / T t t* 1 A 7 i i i i ESCUTCHEON METAL JACKET INSULATION ID GEOTHERMAL HEAT PUMP WATER RETURN TO FIELD PIPE a. CL CL X X I I CL X X A l 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: PIPE WITHOUT INSULATION PIPE WITH INSULATION 3’x3’x3’ DEEP PRE-CAST REINFORCED PLASTIC, OPEN BOTTOM HANDHOLE. OLDCASTLE CARSON SERIES OR APPROVED EQUAL 17696 EXPIRATION DATE: 2-19-2012 MANUAL BALANCING VALVE (TYP) PIPESLEEVETHRUFLOORDETAIL 4 SHUTOFF VALVE NO SCALE A TERMINATE INSTRUMENTATION CONDUIT VERTICALLY, 1-0” ABOVE GRAVEL BASE I I I I + n PVC INSTRUMENTATION WIRE CONDUIT WITH PULL STRING tL1 y2”0 MANIFOLD I A I co DC 5 | CIRCULATING PUMP CHECK VALVE MANUAL BALANCING VALVE PRESSURE GAUGE (TYP) CL 0- | x -L X 1 I I I I GEOTHERMAL HEAT PUMP WATER SUPPLY TO HOUSE (BELOW GRADE)--------/ v_ J BALL VALVE (TYP) UNION (TYP) STRAINER WITH BLOW-OFF VALVE AND CAP & CHAIN GEOTHERMAL HEAT PUMP WATER RETURN FROM HOUSE (BELOW GRADE) U.S. Department of Energy ^ Research Toward Zero Energy Homes GEOTHERMALSYSTEMVALVEHANDHOLEDETAIL IN-LINEPUMPDETAIL 1 U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY NO SCALE NO SCALE M-002 M-502 ESCUTCHEON -SEALANT - JOINT 1/4” MINIMUM WIDE BY 3/8” DEEP METAL JACKET / BACKUP MATERIAL v * SEALANT - JOINT 1/4” MINIMUM WIDE BY 3/8” DEEP----------- 7771 3 S PIPE siisprrL INSULATION EXTERIOR WALL INTERIOR SIDE SLEEVE WATERSTOP (FOR CONCRETE WALL PENETRATIONS)------------ »■ • t 09-247 M-502 PJP EAH PIPESLEEVEFOR INSULATEDPIPETHRUWALL o -ABOVEGRADEDETAIL NO SCALE MECHANICAL DETAILS © M-502
- 72. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 120%09-247 M-601.dwg, 5/7/2010 9:40:06 AM, pplourde SPLITSYSTEMHEATPUMPSCHEDULE FAN COOLING HEATING OUTDOOR UNIT MANUFACTURER Sc MODEL NO. UNIT NO. NOTES ESP EAT SUPP KW- V/PH/HZ TOT/SENS O.A. COMP. FAN HP-V/PH/HZ V/PH/HZ CFM RPM SEER MBH HSPF LOCATION MOCP (IN WG) DB/WB CFM RLA FLA MBH AAON F1—A-036—1—V-B 240/1/60 36.6/27.9 80/67 7.5-240/1/60 240/3/60 AHU-1 1200 0.75 14.8 25.6 8.5 GRADE 18.6 2.8 40 5 CARRIER RAV-SP240UT—UL RAV—SP240AT2—UL 240/1/60 24.0/18.0 75/63 230/1/60 1,2,3,4 AHU-3 570 0.5 20.7 26.0 9.5 GRADE 12 0.75 30 12.0/9.0 FCU-1 300 0.4 13.5 (FUTURE) 8.0/6.0 FCU-2 300 0.3 9.0 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. EBLENGINEERS,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 WHOLE HOUSE DEHUMIDIFER: ULTRA-AIRE 65H OR APPROVED EQUAL 65 PINT PER DAY EXTRACTION, 4.3 PINTS/KWH EFFICIENCY INTEGRAL MERV 11 FILTER. 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, LICENSE NO: 17696 AIR DEVICES: EXPIRATION DATE: 2-19-2012 NOTES: 1. AIR DEVICES SHALL BE AS SPECIFIED OR APPROVED EQUAL. AIR DEVICE COLOR SHALL BE SELECTED BY ARCHITECT. 2. FLOOR DIFFUSERS: MANUFACTURER: MODEL: FINISH: SIZES: HART Sc COOLEY 411 DELUXE FLOOR DIFFUSER STEEL - BRIGHT WHITE 4”x10’ 4”x12’ 4”x14’ 85 CFM OR LESS SUPPLY 105 CFM OR LESS SUPPLY 125 CFM OR LESS SUPPLY WALL REGISTERS: MANUFACTURER: MODEL: FINISH: SIZES: HART Sc COOLEY A611MS REGISTER ALUMINUM 6”x10” - 6”x12” - 8”x10” - - BRIGHT WHITE 100 CFMOR LESS S UPPLY 120 CFMOR LESS S UPPLY 130 CFMOR LESS S UPPLY CEILING DIFFUSERS: MANUFACTURER: MODEL: FINISH: SIZES: HART Sc COOLEY A504MS SQUARE CEILING DIFFUSER ALUMINUM - BRIGHT WHITE 8”x8” - 90 CFM OR LESS SUPPLY 10”x10” - 135 CFM OR LESS SUPPLY U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY RETURN GRILLES: MANUFACTURER: MODEL: FINISH: SIZES: HART Sc COOLEY 650 RETURN AIR GRILLE STEEL - BRIGHT WHITE 10”x20! 16”x14’ 10”x10’ 12”x12’ 10”x8” 16”x10’ 10”x10’ 6”x6” - HRV FIRST EAST FIRST WEST MASTER SUITE SECOND HALL DEHUMIDIFIER FIRST FLOOR MULTI SPLIT SECOND FLOOR MULTI SPLIT 5/7/10 UPDATED 4/16/10 UPDATED 09-247 M-601 PJP EAH o MECHANICAL SCHEDULES © M-601
- 73. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 E-001.dwg, 3/31/2010 3:33:05 PM, jwilkie ABBREVIATIONS ELECTRICALLEGEND LIGHTINGFIXTURESCHEDULE A 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 SYMBOL DESCRIPTION LAMPS NUMBER & TYPE AC MANUFACTURER & CAT.# TYPE MOUNTING VOLTS DESCRIPTION NOTES I O I f 1—OH LIGHTING FIXTURE - FLUORESCENT - TYPE AS INDICATED o,cx,<> ACU AFF LED ALBEO TECHNOLOGIES TALE A-HP LIGHTING FIXTURE - CEILING, WALL MOUNTED, DIRECTIONAL - TYPE AS INDICATED C1 SURFACE 120 MIN 180 LUMENS MAX 6 WATTS WHITE UNDER CABINET LED AHU AIC 5,S3fS4|ST(SP SWITCH - SINGLE POLE, THREE WAY, FOUR WAY, 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" ATS MINKA AIRE F514—ORB F SURFACE 120 FAN IN LIVING ROOM - BRONZE AUX C DH MINKA AIRE F514—ORB FAN AND LIGHT COMBINATION IN BEDROOMS - BRONZE F/L SURFACE 120 2-13W DWH EF EMT ENERGY STAR LIGHT KIT FAN AND LIGHT ON PORCH WITH ENERGY STAR LIGHT KIT - GALVANIZED ALUMINUM F/L SURFACE 120 GOSSAMER LIGHTHOUSE EX DUPLEX RECEPTACLE - 20A., 125V. - MOUNTING HEIGHT 18” UNLESS NOTED OTHERWISE - SEE A-204/A—205/A—206 FOR RECEPTACLE LOCATIONS ON INTERIOR ELEVATIONS F ANTIQUE BRONZE - FIVE LIGHT DINING ROOM AND ENTRY HALL PENDANT LIGHT. COORDINATE PENDANT TYPE AND MOUNTING HEIGHT WITH ARCHITECT FA LITHONIA 11535 BZA P1 PENDANT 120 5-13W FACP FAAP LED FCU WHITE DIMMABLE 6” LIVING ROOM LIGHT LIGHTING QUALITY - CCT 2700’K, MIN. CRI 90 CREE LED LIGHTING DOUBLE DUPLEX RECEPTACLE - 20A., 125V. - MOUNTING HEIGHT 18” UNLESS NOTED OTHERWISE - SEE A-204/A—205/A—206 FOR RECEPTACLE LOCATIONS ON INTERIOR ELEVATIONS R1 RECESSED 120 MIN 650 LUMENS MAX 11 WATTS FLA LR6 GFI WHITE DIMMABLE 6” KITCHEN LIGHT WITH DAYLIGHT SENSOR LIGHTING QUALITY - CCT 2700‘K, MIN OF CRI 90 LED HP CREE LED LIGHTING R2 RECESSED 120 MIN 650 LUMENS MAX 11 WATTS HRU LR6 GFI KVA GFI RECEPTACLE - 20A., 125V. - MOUNTING HEIGHT 18” UNLESS NOTED OTHERWISE - SEE A-204/A—205/A—206 FOR RECEPTACLE LOCATIONS ON INTERIOR ELEVATIONS LED KW WHITE 4” LED FIXTURE LIGHTING QUALITY - CCT 2700X, MIN OF CRI 90 CREE LED LIGHTING R3 RECESSED 120 MIN 500 LUMENS MAX 11 WATTS KWH LR4 MAX LED EBLENGINEERS,LLC MCC WHITE 6” LED FIXTURE LIGHTING QUALITY - CCT 2700’K, MIN OF CRI 90 CREE LED LIGHTING R4 RECESSED 120 MIN 650 LUMENS MAX 11 WATTS CEILING RECEPTACLE - 20A., 125V. - DUPLEX - FLUSH IN CEILING MIN LR6 MECHANICAL • ELECTRICAL • FIRE PROTECTION NFSS The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234—5701 (410) 668-8000 FAX (410) 668-8001 e-mail eblOeblengineers.com P ©,Gh WHITE BATHROOM 6” FIXTURE WITH WET LOCATION LENS LITHONIA L7XF JUNCTION BOX - CEILING, WALL MOUNTED - SIZE PER NEC OR AS INDICATED RW RECESSED 120 18—DDT TV UL V PANELBOARD - TYPE AS NOTED - MOUNTING HEIGHT 6-6 TO TOP » LEVI TON 8829-CW1 ATTIC PORCELAIN SOCKET, KEYLESS SINGLE CIRCUIT, WHITE OUTLET BOX MOUNT S1 SURFACE 120 23W-CF W WP CONDUIT - IN OR ON CEILING OR WALLS 0 LITHONIA 11235RE WH OR EQUAL S2 SURFACE 120 2-31W T8 WHITE BASEMENT FIXTURE CONDUIT - IN OR UNDER FLOOR HOMERUN TO PANEL - PROVIDE 2#12 AND #12, NEC TYPE ’NM’ UNLESS OTHERWISE INDICATED LITHONIA 11235RE WH OR EQUAL S3 SURFACE 120 2-31W T8 WHITE GARAGE FIXTURE 5f 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 LITHONIA CUC 15T8PHH 120 LP 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: S4 SURFACE 120 15W-T8 WHITE CLOSET FIXTURE 13434 EXPIRATION DATE: 4-26-2011 LITHONIA 11534 BN ANTIQUE BRONZE FOUR LIGHT MASTER BATH VANITY FIXTURE W1 SURFACE 120 4-13W GENERALNOTE: MAGNETIC STARTER, COMBINATION TYPE STARTER - TYPE AND RATING AS INDICATED LITHONIA 11532 BN ANTIQUE BRONZE TWO LIGHT BATHROOM VANITY FIXTURE W2 SURFACE 120 2-13W 1. PROVIDE A MAXIMUM OF TWO CONTROL DEVICES PER COVER PLATE. SEE ARCHITECTURAL DRAWINGS A-204/A-205/A-206 FOR INTERIOR ELEVATIONS. EP, CH DISCONNECT SWITCH, UNLESS NOTED OTHERWISE - FUSED, NON-FUSED - TYPE AND RATING AS INDICATED PROGRESS P7047—20EBWB ANTIQUE BRONZE WALL SCONCE W3 SURFACE 120 26 W MOTOR - HORSEPOWER AS NOTED THOMAS LIGHTING PL9007—7 W4 SURFACE 120 1-18W MATTE BLACK EXTERIOR LANTERN ELECTRIC METER SOCKET AND METER BY ELECTRICAL CONTRACTOR. SPECIAL RECEPTACLE. TYPE AND RATING AS INDICATED ON KITCHEN EQUIPMENT ELECTRICAL SCHEDULE. COORDINATE MOUNTING HEIGHT WITH EQUIPMENT BEING SERVED PROGRESS P—7093—09EBWB W5 SURFACE 120 2-13W WHITE BASEMENT STAIR WALL SCONCE REMARKS: <£H SPECIAL PURPOSE RECEPTACLE - WALL MOUNTED - NEMA 14-30R FLUSH RECEPTACLE - PASS & SEYMOUR CATALOG# 3864 OR EQUIVALENT - 3#10 AND #10 GROUND 30 1. 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. <5H SPECIAL PURPOSE RECEPTACLE - WALL MOUNTED - NEMA 14-50R FLUSH RECEPTACLE - PASS & SEYMOUR CATALOG# 3894 OR EQUIVALENT - 3#6 AND #10 GROUND TELEPHONE/DATA OUTLET - WALL MOUNTED, PHONE AND DATA JACKS - MOUNTING HEIGHT 2-0” - SEE DETAIL ON ELECTRICAL DRAWING E-502 50 U.S. Department of Energy ^ Research Toward Zero Energy Homes U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY MOLDED CASE CIRCUIT BREAKER —o o— F/L FAN AND LIGHT COMBINATION (F/L) OR FAN ONLY (F) TV OUTLET - SEE DETAIL ON ELECTRICAL DRAWING E-502 - COMBINE WITH TELEPHONE/DATA WHERE LOCATED ADJACENT TV |WAP| JUNCTION BOX FOR OWNER FURNISHED WIRELESS ACCESS POINT m TRANSFORMER © PHOTO SENSOR - ADJUSTABLE TO TURN LIGHTS OFF AT USER DEFINED LEVEL - WORKS WITH RELAY PANEL SOFTWARE 09-247 E-001 JEM FJL o CONVENTIONS ELECTRICALLEGEND, ABBREVIATIONS, SYMBOLS&LIGHTING FIXTURESCHEDULE SECTION CUT SECTION LETTER SHEET NUMBER WHERE SECTION IS SHOWN SHEET NUMBER WHERE SECTION IS CUT © DETAIL DETAIL NUMBER SHEET NUMBER WHERE DETAIL IS SHOWN E-001 SHEET NUMBER WHERE DETAIL IS TAKEN
- 74. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 E-101.dwg, 3/31/2010 3:33:29 PM, jwilkie DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) (?) 2P-30A NFSS IN NEMA 1 ENCLOSURE. MOUNT AT UNIT. 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. (?) CONTROL POWER TRANSFORMER - 1000VA, 120-24V, 10. MOUNT ON ZONE CONTROL PANEL SUPPORT RACK. (7) MAKE CONTROL POWER CONNECTIONS AS DIRECTED BY GOVERNMENT. PROVIDE THREE WIRES AND GROUND FOR EACH HOMERUN TO WIREWAY AT RELAY PANEL, CONNECT BRANCH CIRCUIT THROUGH RESPECTIVE RELAY AND THEN TO PANELBOARD. SEE RELAY SCHEDULE. TERMINATE THIRD WIRE AT EACH END FOR FUTURE USE. ALLOW SUFFICIENT SLACK IN WIREWAY FOR TERMINATING ON A RELAY. LABEL THE LOAD THAT IS SERVED BY THE WIRE. SEE DRAWING E-502, DETAIL 1. © © © MOUNT ON ZONE CONTROL PANEL SUPPORT RACK. 5 5 3 4 4.1 6 6.1 3 4.1 6 6.1 4 I____ I I____ I F.1 F.1 EBLENGINEERS,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 F F n------rr n-----rr u LL n-----rr u LL TT TT TT TT TT TT J L J L J L J L J L J L J L J L 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 HRV-1 g—© 1 5 25(RP—B) 3 4 S2 S2 30(RP—BB)------ PEX MANIFOLD © 26,28(RP—B) © 7 7 DWH-1 ZONE CONTROL 17(RP-B) 2 #10 & #10 GW- LPANEL S2 S2 7 U.S. Department of Energy ^ Research Toward Zero Energy Homes 9 -i S' C :=l ;zl p: o o: o D D © I •1(RP-BB) 3(RP—BB) SWH-1 © 32(RP—BB) U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY 4 GFI 21,23(RP—B) 25(RP—B) 2 #10 & #10 GW- 3(RP—B) SWH-2 L AHU-1 © 22,24(RP—B) S2 S2 S2 -1(RP—B) O L UP TO FIXTURE S3 AT TO OF STAIR nGFI AHU-2 COMMUNICATION CABINET PANEL ’RP-BB’ i: (?)5(RP-B)-«- 33(RP—BB) B 19(RP—B) PANEL ’RP-BA’ 4(RP—B) DH—1 PANEL ’RP-B’ 2(RP—B) S2 09-247 E-101 If SUMP PUMP- GFI JEM B B 3fc FJL A A O BASEMENTFLOOR PLAN-ELECTRICAL © o o 0 © © © 0 A.1 A.1 L L J © BASEMENTFLOORPLAN LIGHTING BASEMENTFLOORPLAN POWER N SCALE: y4” = 1-0' SCALE: y4" = 1-0’ E-101 CAUTION: GRAPHICSCALE IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. 1 /4”=1’—0 2’ 4’ 8’ 12’ 0
- 75. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 E-102.dwg, 3/31/2010 3:33:54 PM, jwilkie DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) © PROVIDE THREE WIRES AND GROUND FOR EACH HOMERUN TO WIREWAY AT RELAY PANEL, CONNECT BRANCH CIRCUIT THROUGH RESPECTIVE RELAY AND THEN TO PANELBOARD. SEE RELAY SCHEDULE. TERMINATE THIRD WIRE AT EACH END FOR FUTURE USE. ALLOW SUFFICIENT SLACK IN WIREWAY FOR TERMINATING ON A RELAY. LABEL THE LOAD THAT IS SERVED BY THE WIRE. SEE DRAWING E-502, DETAIL 1. (i) SWITCH FOR RECEPTACLE. SEE ’’FIRST FLOOR PLAN - POWER” ON DRAWING w E-103 FOR CIRCUIT. (?) PROVIDE PHOTO SENSOR FOR RELAY INPUT FOR KITCHEN TYPE ’R2’ LIGHTING FIXTURE CONTROL. TYPE ’R2’ SHALL REMAIN OFF WHEN EXTERIOR LIGHT SATISFIES PHOTO SENSOR. 5 3 6 6.1 4 4.1 F.1 □ □ EBLENGINEERS,LLC SCREEN MECHANICAL • ELECTRICAL • FIRE PROTECTION PORCH The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234—5701 (410) 668-8000 FAX (410) 668-8001 e-mail eblOeblengineers.com F/L W4 W4 F 32 C1 2 L R2 3 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: R C / 13434 EXPIRATION DATE: 4-26-2011 BATH m W4 1J34(RP-BA) 1 1J34(RP—BA) £ O E KITCHEN [ W4 TCI □ $1 R2 K — Tfl R © X / w: (?)34(RP-BAb (T)34(RP-BA) P1 Cl f- C □ (/) R3 S3 S3 J)34(RP-BA) DINING ;4 ROOM E.1 (Y)34(RP-BA) (T)34(RP-BA) □ 2 7 Q34(RP-BA) 34(RP—BA) R4 4 1 GARAGE ^T© MUDROOM 3SP F) W4 W4 U.S. Department of Energy ^ Research Toward Zero Energy Homes D Q32(RP-BA^ 'siLDfc)P53S4 S4 WS C.1 (RP-G) U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy 3' S3 S3 ENERGY m R1 R1 ^?)34(RP-BA) (?)32(RP-BA) F OFFICE /OPTIONAL BEDROOM 4 c£ W4 □ P1 1j32(RP—BA) c F/L m Wp 1j32(RP—BA) LIVING ROOM PANEL ’RP-G W4 W4 W3 m R1 R1 CL R3 ENTRY K) HALL A(i)32(RP-BA) “l)32(RP-BA) (])32(RP-BA 09-247 E-102 B 1J32(RP-BA) 7% JEM EJL A W4w O (?)34(RP-BA W4 FIRST FLOOR PLAN LIGHTING e A.1 © rtimoN: IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. FIRSTFLOORPLAN LIGHTING N E-102 GRAPHICSCALE SCALE: y4” = 1’—0’ 1/4”=1’—O' 2’ 4’ 8’ 12’ 0
- 76. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 120%09-247 E-103.dwg, 5/6/2010 3:34:30 PM, pplourde DRAWINGNOTES: (T) TO RELAY PANEL, CONNECT BRANCH CIRCUIT THROUGH RESPECTIVE RELAY AND THEN TO PANELBOARD. SEE W RELAY SCHEDULE. LABEL THE LOAD THAT IS SERVED BY THE WIRE. (APPLY TO THIS SHEET ONLY) © MOUNT 48” ABOVE FINISHED FLOOR. © FEEDER FROM PANEL ’RP-A’. © 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. © TERMINATE WITH BUSHED END IN GARAGE ATTIC AT ACCESS HATCH. (19) TERMINATE WITH BUSHED END IN SECOND FLOOR FRAMING BELOW BEDROOM #2 FLOOR HATCH. (20) TERMINATE WITH BUSHED END AT GARAGE FLOOR. @ TERMINATE CONDUIT APPROXIMATELY 36” ABOVE FINISHED FLOOR OF BASEMENT AND PROVIDE A BUSHED END. TERMINATE AT FOUNDATION WALL. (22) 2P-60A NON-FUSED SAFETY SWITCH IN A NEMA 1 ENCLOSURE. MOUNT AT EQUIPMENT. (23) MOUNT BEHIND DISHWASHER. FIELD COORDINATE EXACT LOCATION. © RECEPTACLE FOR MICROWAVE UNDER COUNTER. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. MAKE CONNECTION TO RANGE HOOD. (4) MOUNT 2%“ ABOVE FINISHED FLOOR TO CENTER LINE. (|) MOUNT 4’-%” ABOVE FINISHED FLOOR. ALIGN WITH TOP OF TILE. COORDINATE EXACT MOUNTING HEIGHT WITH MANUFACTURERS RECOMMENDATIONS. COORDINATE EXACT LOCATION IN CEILING WITH GARAGE DOOR MOTOR. ® MOUNT RECEPTACLE IN GARAGE 60” ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. (9) SEE DRAWING E-502; DETAIL-3 FOR INSTRUMENT POWER WIRING DIAGRAM. © JUNCTION BOX FOR FIRE ALARM CONTROL PANEL (FACP). EXTEND BRANCH CIRCUIT TO FACP. © 2P-60A NON-FUSED SAFETY SWITCH IN NEMA 3R ENCLOSURE. MOUNT AT EQUIPMENT. © 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. © © © 5 3 4 4.1 6 6.1 EBLENGINEERS,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 □ SCREEN PORCH WP sV wp GFI 5 % 1J9(RP-BA)^GARBAGE DISPOSAL- F 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: ACCU-3 r 1J10(RP—BA) GFI ©,10(RP-B) 2 1 H M 13434 EXPIRATION DATE: 4-26-2011 5 23 T—1 T-2 6(RP—G) 13,15(RP-BA) WP 40(RP—BA) KITCHEN BATH m NEMA 6-20R RECEPTACLE, 240V, 20A WP 1J29(RP-BB) ^31(RP-BB) ^H(RP-BA) 11 I ©9(RP-B) 3 I 9(RP—BB) 1J20,22(RP-BA) E Qi(RP-g), [ M NEMA 6-20R RECEPTACLE, 240V, 20A I HRV □ X 11 5 21 ©—o— MOUNT 4%’’ AFF TO CENTERLINE / 8(RP—B) FCU CONDENSING ©4(RP-BB) nb GFI X 4” INSTRUMEN CONDUIT---- — TATI ON UNIT FUTURE 15(RP—G) 1J12(RP-E!A) I GFI i / yn kKrA 2(RP—G) 14(RP—G) I I 10(RP—G) □ 1 )11(RP- DINING I I GFI 11 Mg) ROOM © GARAGE ©)8(RP-B)~ ©)2(RP-BB) -6(rp-bb; ©8(RP-BB) 1 (DP—1) & 2(DP—1) TO TRANSFORMER ’T—1’ & ’T-2’ PRIMARY DISCONNECT- © 1J11(RP-BB) ri— 30 ' I E.1 WP i 12 8(RP-BAK JUNCTIOI GARAGE DOOR OPENER MOUNT 48” ABOVE LANDING X FOR I I □ 9 AHU-3 ©JUNCTION BOX FOR GARAGE DOOR PHOTO SENSOR/WIRING 7 4 J 9 y Sp 18,20(RP—B) 17(RP—B) 16,18(RP—BA) MUDROOM FCU-2 FUTURE 3” INSTRUMENTATION CONDUIT 22 5(RP—BB) DWH-2 U.S. Department of Energy ^ Research Toward Zero Energy Homes WAP 36,38(RP-BA ■—© h(rp-g; ©7(RP-BB) 1J15(RP-BB) 1)13(RP-B) n .19 RECEPTACLE FOR LIFT POWER D 17(RP—G) 9 ©7(RP-B)= Q-—© U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY 9(RP-G) (' I r- C.1 7 1J24,26(RP-BA) ACCU-1 m ^J^5(RP-G) | 4”C. TERMINATE 5-0” OUTSIDE OF BUILDING. SEE CIVIL DRAWINGS FOR CONTINUATION AND COORDINATE EXACT LOCATION-------- L 4 ©15(RP-B) b 13(RP—BB) PANEL ’DP-G’ 2—3”C FOR VOICE, DATA AND FIRE ALARM. TERMINATE 5-0” OUTSIDE OF BUILDING. SEE CIVIL DRAWINGS FOR CONTINUATION AND COORDINATE EXACT LOCATION-------- 34(RP—B) 11 21 i®qr 4” INSTRUMENTATION CONDUIT 20 WP GFI GFI i /- wp A11 h" ENTRY HALL LIVING ROOM % ©11(RP-B) OFFICE /OPTIONAL BEDROOM 4 CFT M TV ACCU-2 V 29(RP-B)^ 30 5/7/10 UPDATED c 10(RP-BB) 1J16(RP-BB) 36(RP—B) ©JUNCTION BOX FOR GARAGE DOOR PHOTO SENSOR/WIRING FOR ELECTRIC CAR CHARGING------------- PANEL ’RP-G’ 1J1(RP—G) 4 4’x8'x%” (1219mmx 2438mm xT9mm) F'RE RETARDANT-" PLYWOOD FOR COMMUNICATION EQUIPMENT. PAINT TO MATCH WALL FINISH------------------- □ ©12(RP-BB) 1J16(RP-B) 1J28,30(RP-BA) 1J14(RP—B) FEEDER TO PANELBOARD ’RP-BB’ 14(RP—BB) 6 09-247 E-103 4 INVERTER UTILITY DISCONNECT------- JEM ©15(RP-B) I ©12(RP-B) L FJL B WF 4 El .14, O a WP M A 4—1)£”C. ONE FOR FIBER; ONE FOR COPPER TELECOMMUNICATION CABLE; ONE FOR VIDEO AND ONE FOR FIRE SYSTEM---------------------------------------------- HOUSE ELECTRICAL TO PANELBOARD ’RP-B’ FIRST FLOOR PLAN POWER METER B A.1 © rtnnoN; IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. FIRSTFLOORPLAN POWER N GRAPHICSCALE E-103 SCALE: y4" = 1-0’ 1 /4”=1’—0 2’ 4’ 8’ 12’ 0
- 77. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 E-104.dwg, 3/31/2010 3:34:43 PM, jwilkie DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) (T) TO RELAY PANEL, CONNECT BRANCH CIRCUIT THROUGH RESPECTIVE RELAY W AND THEN TO PANELBOARD. SEE RELAY SCHEDULE. LABEL THE LOAD THAT IS SERVED BY THE WIRE. (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’. 5 5 3 4 4.1 6 6.1 3 4.1 6 6.1 4 F.1 F.1 fr IT EBLENGINEERS,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 d F F ^Itv 4 w 3 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, LICENSE NO: S4 t 5 13434 EXPIRATION DATE: 4-26-2011 T i 02(RP-BA) HRV- MASTER BEDROOM R Ql7(RP-BB) (T)19(RP-BB> 1J3(RP-BA) M (T)2(RP-BA) MASTER 2 BATH MASTER BEDROOM MASTER T> BATH S4 (l)2(RP-BA) .JD> T)2(RP-BA^ T)3(RP-bK) GH r* i TUFFS' 5(RP—BA)^ (?)2(RP-BA) BATH U2 21(RP—BB) ^T^23(RP—BB) {T)l(RP-BA) 1J6(RP—BA) ^ GF! (V)4(RP-BA) 1J2(RP-BA) 2 M (l)2(RP-BA) HRV BATH #2 R4 o r 3 18(RP-BB) 02o(rp-bb; ^^(j)2(RP-BA) I GFI 2 3 s ss 7 7 n-T-n—^ ^ □ n □ i 3L ©K“5 S3 ~J~7 |wa|/ (l)4(RP-BA) HALL S4 R4. (])5(RP-BA) I R4 &2(RP—BB)—- (T)g4(RP-BB)— 2 (l)2(RP-BA) (l)2(RP-BA) HALL @2(RP-BA) S4, ■d- (/) 2 CL U.S. Department of Energy ^ Research Toward Zero Energy Homes D D ^7 o—© Q2(RP-BA) n r 7 W3 ) (j)2(RP—B/4 1J2(RP—BA) 4 U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy ENERGY (T^2(RP—BA) TV 1 TV BEDROOM 2 4 OPEN TO OPEN TO 25(RP—BB) (?)27(RP-BB) BELOW BELOW 26(RP—BB)------ (j)28(RP-BB) BEDROOM 3 I BEDROOM 3 BEDROOM 2 □ □ Qg(rp-ba) (?)7(RP-BA) 09-247 E-104 B B JEM FJL A A I__ I__ ___ i O SECONDFLOORPLAN -LIGHTING&POWER o n n n n n A.1 A.1 © CATTTION: IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. SECONDFLOORPLAN LIGHTING SECONDFLOORPLAN POWER N E-104 GRAPHICSCALE SCALE: y4” = 1-0’ SCALE: y4” = 1’-0’ 1/4”=1’—0 2’ 4’ 8’ 12’ 0
- 78. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) © 2P-60A NON-FUSED SAFETY SWITCH IN NEMA 1 ENCLOSURE. AT EQUIPMENT. 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 EBLENGINEERS,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 5 3 6 6.1 4 4.1 F n 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 1 2 EXPIRATION DATE: 4-26-2011 E r i 1(RP—BA) r® O O E.1 35(RP—B) 37,39(RP—B) © 2 7 FCU-1 FUTURE 'BnUti si I S1 S1 S1 O' I GFI U.S. Department of Energy ^ Research Toward Zero Energy Homes l D EE n DOWN TO THREE WAY SWITCH AT BOTTOM OF STAIR COORDINATE EXACT LOCATION WITH STAIR U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy PANELBOARD ’RP-A’ n n C.1 ENERGY 7 INVERTER m. OUTPUT: 3KVA, 120/240V, 10 INVERTER S2. OUTPUT: 3KVA, 120/240V, 10 INVERTER #3. OUTPUT: 3KVA, 120/240V, 10 PROVIDE MOUNTING RACK FOR MOUNTING INVERTERS AND PANELBOARD L J 6/29/10 REVISIONS c 1 5/7/10 UPDATED 09-247 E-105 J JEM r j. B FJL o A ATTIC FLOOR PLAN -ELECTRICAL n n n ra. A.1 © CAUTION: IF THIS PLAN IS A REDUCTION, GRAPHIC SCALES MUST BE USED. ATTICFLOORPLAN ELECTRICAL E-105 GRAPHICSCALE N SCALE: fc” = 1’-0* 1 /4”=1 ’—0 2’ 4’ 8’ 12’ 0
- 79. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF DRAWINGNOTES:(APPLY TO THIS SHEET ONLY) © 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. 2P-400A NFSS IN NEMA 3R ENCLOSURE. MOUNT AT TRANSFORMER. 2P-200A NFSS IN NEMA 3R ENCLOSURE. MOUNT AT TRANSFORMER. © #6 AWG COPPER IN %” CONDUIT TO SERVICE ENTRANCE GROUND. © © SEVEN PANELS AT 230 WATTS EACH (TYP OF 6) © PV ARRAYf PV ARRAY PV ARRAY HOUSE- EXTERIOR GARAGE PV ARRAY 2#4 AND #8 GROUND WIRE IN 1” CONDUIT PV ARRAY ROOF PV ARRAY EXTERIOR INVERTER #1 OUTPUT - S 3000W, 240/ J 120V, 10 2#10 AND #10 GROUND WIRE IN 34” CONDUIT------- EBLENGINEERS,LLC © MECHANICAL • ELECTRICAL * FIRE PROTECTION 14 o » The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234-5701 (410) 668-8000 FAX (410) 668-8001 e-mail ebl@eblengineers.com o o INVERTER #2 OUTPUT - 3000W, 240/ 120 V, 10 © o o oOJ 2#10 AND #10 GROUND WIRE IN %” CONDUIT------- © 2#4 AND #8 GROUND WIRE IN 1” CONDUIT- o 0— wJT o o------ 2#10 AND #10 GROUND WIRE IN %” CONDUIT-x INVERTER #3 OUTPUT - 3000W.240/ 120 V, 10 ^GROUND © Y) O' O' V PANELBOARD ’RP-A- 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 2#4 AND #8 GROUND WIRE IN 1” CONDUIT- © EXPIRATION DATE: 4-26-2011 ATTIC 3#6 AND #10 GROUND WIRE IN MC CABLE- SECOND FLOOR INVERTER UTILITY DISCONNECT 2P-60A NFSS IN NEMA 3R ENCLOSURE-------- PANELBOARD PANELBOARD ’RP-G’ ’DP-1’ X X 214 213 fllfjl tyty "Buttoi HOUSE METER (400 AMP SERVICE) U.S. Department of Energy ^ Research Toward Zero Energy Homes T—2 T—1 FIRST FLOOR U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy BUILDING METER- ENERGY LLJ 3#6 AND #10 GROUND WIRE IN MC CABLE I_____ J II J —2(DP-1)_____ | 1 (DP-1) I_____ I I 3#1 AND #8 GROUND WIRE IN 1 y2” CONDUIT J I L X7 3—600KCMIL AND #1/0 GROUND WIRE TO BUILDING 226. SEE CIVIL PLAN AC ) O' ) 3—300KCMIL & #2 GW IN 3^”C 3—600KCMIL & #1/0 GW IN 3^”C o 6/29/10 REVISIONS PANELBOARD ’RP-BB’ PANELBOARD ’RP-B’ PANELBOARD ’RP-BA’ BASEMENT 09-247 E-501 ELECTRICALRISERDIAGRAM JEM FJL NO SCALE O ELECTRICAL RISERDIAGRAM © E-501
- 80. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF G:projects200909247.000caddsubmission 110%09-247 E-502.dwg, 3/31/2010 3:35:49 PM, jwilkie ROOM LIGHT ROOM LIGHT ROOM LIGHT ROOM LIGHT ROOM LIGHT ROOM LIGHT r**ir#ir#i r**ir#ir**i ROOM SWITCHES ROOM SWITCHES JUNCTION BOX. PROVIDE TERMINAL STRIP FOR TERMINATING CABLES TO NEXT GROUPING OF SWITCHES. WIRING SIMILAR TO THIS DIAGRAM------ TO NEXT GROUPING OF SWITCHES. WIRING SIMILAR TO THIS DIAGRAM------ i JUNCTION BOX y? y? /? y? y? y? i i PANELBOARD PANELBOARD y^ y> 0 _ _ 0 120 VOLTS- 120 VOLTS N N it o t RELAY CONTACT IN RELAY PANEL TYPICAL RELAY CONTACT IN RELAY PANEL O o o o 1 l EBLENGINEERS,LLC MECHANICAL • ELECTRICAL • FIRE PROTECTION TYPICAL SPDT WITH CENTER OFF 20 AMP MAINTAINED CONTACT SWITCH. LABEL SWITCH FOR AREA SERVED The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234—5701 (410) 668-8000 FAX (410) 668-8001 e-mail eblOeblengineers.com TYPICAL SPDT WITH CENTER OFF 20 AMP MAINTAINED CONTACT SWITCH TYPICALFUTUREWIRINGDIAGRAMFORROOMSWITCHES TYPICALWIRINGDIAGRAMFORROOMSWITCHES 2 1 NO SCALE NO SCALE E-102, E-104- 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, LICENSE NO: 13434 EXPIRATION DATE: 4-26-2011 RELAY IN RELAY PANEL------------- SPDT WITH CENTER OFF MAINTAINED CONTACT SWITCH TYPICAL SWITCHED RECEPTACLE IN ROOM PANELBOARD rn o y^ o ATTIC O WAP ATTIC a VOICE MASTER BEDROOM DATA MASTER BEDROOM y^ VIDEO MASTER BEDROOM L___I VOICE MASTER BEDROOM DATA MASTER BEDROOM TYPICAL QUAD RECEPTACLE IN ROOM FOR INSTRUMENT POWER VIDEO BEDROOM 2 U.S. Department of Energy ^ Research Toward Zero Energy Homes VOICE BEDROOM 2 DATA BEDROOM 2 TYPICALROOMINSTRUMENT VIDEO BEDROOM 3 U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy VOICE BEDROOM 3 DATA BEDROOM 3 ENERGY POWERWIRINGDIAGRAM SECOND FLOOR SECOND FLOOR 3 WAP NO SCALE E-102, E-104- E—502 VOICE LIVING ROOM DATA LIVING ROOM VIDEO LIVING ROOM TYPICAL RJ-45 JACK. MAKE CONNECTION TO CABLE AS REQUIRED /-TYPICAL RJ-45 JACK. / MAKE CONNECTION TO r CABLE AS REQUIRED VOICE OFFICE DATA OFFICE VIDEO OFFICE VOICE KITCHEN DATA KITCHEN SINGLE GANG THREE PORT QUICKPORT DECORA MULTIMEDIA INSERT - TYPICAL OF TWO SINGLE GANG THREE PORT QUICKPORT DECORA MULTIMEDIA INSERT - TYPICAL OF TWO FIRST FLOOR FIRST FLOOR QUICK PORT Y CONNECTOR VOICE JACK - RJ-45 CAT 6 QUICK PORT CONNECTOR------------ VOICE JACK - RJ-45 CAT 6 QUICK PORT CONNECTOR------------ 09-247 E-502 h: □ □ □—1 TYPICAL RG—6 COAX TO EACH LOCATION. TERMINATE WITH ’F’ CONNECTORS JEM U □ D □ NO SCALE a □ Q □ FJL DATA JACK - RJ-45 CAT 6 QUICK PORT^ CONNECTOR---^ DATA JACK - RJ-45 CAT 6 QUICK PORT^ CONNECTOR---^ a □ □ Q O z z 0 □ □ D DOUBLE GANG DECORA FACE PLATE SINGLE GANG DECORA FACE PLATE 0 □ □ D □ □ D BLANK INSERT BLANK INSERT VIDEO DISTRIBUTION VIDEO DISTRIBUTION □ □ D TYPICAL CAT-6 CABLE TO ALL OUTLETS ELECTRICAL DETAILS 1x8 1x8 1” CONDUIT WITH BUSHED END TO BASEMENT HEAD END EQUIPMENT LOCATION. PROVIDE TWO RACEWAYS / PER BACK BOX--------^ 1” CONDUIT WITH BUSHED END TO BASEMENT HEAD END EQUIPMENT LOCATION. PROVIDE TWO RACEWAYS / PER BACK BOX--------' □ □ TYPICAL CAT-6 RJ-45 CONNECTOR TYPICAL CAT-6 CABLE TO ALL OUTLETS □ □ 110 PATCH PANEL MOUNT IN COMMUNICATION CABINET I TYPICAL CAT-6 RJ-45 CONNECTOR BASEMENT BASEMENT MULTIPAIR TELEPHONE CABLE BY GOVERNMENT. PUNCH DOWN ON PATCH PANEL DATA SWITCH/ROUTER BY GOVERNMENT MOUNT IN COMMUNICATION CABINET VOICE.DATAAND VIDEOOUTLET VOICEAND DATAOUTLET © VOICE/DATARISER VIDEORISER 5 6 4 NO SCALE NO SCALE NO SCALE NO SCALE E-502 E-502 E-502 E-502 E-502 E-502 E-502 E-502 E-502
- 81. National Institute of Standards and Technology NIST Campus Gaithersburg, MD NET ZERO ENERGY RESIDENTIAL TEST FACILITY PROJECT: CONSULTANT: SHEET TITLE: SCALE AS NOTED CHECKED BY: DRAWN BY: CAD DWG FILE: PROJECT NO: MARK BUILDING SCIENCE CORPORATION 30 FOREST STREET SOMERVILLE, MA T: (978) 589-5100 F: (978) 589-5103 www.buildingscience.com DATE DESCRIPTION COPYRIGHT 2009 BUILDING SCIENCE CORPORATION C NORTH ISSUE: 03/31/10 ISSUED FOR CONSTRUCTION NIST NZERTF PANELSCHEDULE’RP-A’ 120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED AMPERES/PHASE BREAKER BREAKER PANELSCHEDULE’RP-B’ PANELSCHEDULE’RP-BA’ CIR FOR CIR FOR POLE TRIP A B POLE TRIP 120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED 120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED INVERTER NO. 1 2 20 12.5 12.5 2 INVERTER NO. 2 2 20 1 AMPERES/PHASE AMPERES/PHASE 3 12.5 12.5 BREAKER BREAKER 4 BREAKER BREAKER CIR FOR CIR FOR CIR FOR CIR FOR 5 INVERTER NO. 3 2 20 12.5 0.0 6 SPACE 1 POLE TRIP A B POLE TRIP POLE TRIP A B POLE TRIP 7 12.5 0.0 8 SPACE 1 RECEPT - BASEMENT 20 7.5 7.5 2 RECEPT - BASEMENT 20 1 1 1 ATTIC RADON VENT MOTOR 20 10.5 2 LIGHTS - SECOND FLOOR 1 20 1 1 8.4 SPACE 0.0 0.0 10 SPACE 1 9 1 3 RECEPT - BASEMENT 20 6.0 7.2 4 RECEPT - SUMP PUMP 20 RECEPT - BATH #2 1 1 3 RECEPT - MASTER BATH 20 4.0 5.5 4 1 20 1 11 SPACE 1 0.0 0.0 12 SPACE 1 5 SPARE 1 20 0.0 0.0 6 LIGHTS - FIRST FLOOR 1 20 RECEPT - BATH #2 5 RECEPT - MASTER BATH 20 10.0 10.5 6 1 20 1 25.0 12.5 25.0 12.5 GFI RECEPT - BATH #1 7 SPARE 1 20 0.0 3.0 8 1 20 7 SPARE 1 20 9.0 10.0 8 RECEPT - REFRIGERATOR 1 20 TOTALS 37.5 37.5 A= B= RECEPT - OUTSIDE NORTH 20* 3.0 1.5 10 RECEPT - SCREEN PORCH 20 9 1 1 RECEPT - KITCHEN COUNTER 20 3.0 5.8 10 RECEPT - GARBAGE DISPOSAL 1 20 9 1 11 RECEPT - OUTSIDE EAST 1 20* 4.5 3.0 12 RECEPT - OUTSIDE SOUTH 1 20* 11 RECEPT - KITCHEN COUNTER 1 20 3.0 1.5 12 RECEPT - KITCHEN ISLAND GFI 1 20 MAIN BREAKER 2P.60A RECEPT - OFFICE/BEDROOM 4 RECEPT - MICROWAVE/FAN 13 SPARE 1 20 6.0 10.5 14 1 20 13 RECEPT - RANGE 2 50 40.0 12.0 14 1 20 AMPERES-TOP/BOTTOM MAIN LUGS ONLY CONNECTED LOAD 9.0 KVA FCU-2 (FUTURE)(FIRST FLOOR) 15 RECEPT - ENTRY HALL 20 4.5 9.0 16 SPARE 20 1 1 15 40.0 0.0 16 2 40 MINIMUM AIC RATING = 10,000 (AH SYSTEM HTR) 17 RECEPT - WASHER 1 20 10.0 21.0 18 RECEPT - DRYER 2 30 AMPERES SYMMETRICAL 17 SWH-1 2 25 19.0 0.0 18 HPU-4 (11.45A, 230V) 19 DEHUMIDIFIER DH-1 20 0.0 21.0 20 1 19 19.0 0.0 20 2 25 (AH SYSTEM) 21 AHU-1 - HEATER 2 80 60.0 0.0 22 AHU-2 - HEATER 2 80 21 AHU-3 2 0.0 0.0 22 MAINDISTRIBUTIONPANELSCHEDULEDP-1 HPU-1 (5 TON) 23 60.0 0.0 24 23 0.0 25.6 24 2 50 EBLENGINEERS,LLC 480/277 VOLTS, 3 PHASE, 4 WIRE (FOR AHU-1) 25 HEAT RECOVERY UNIT HVR-1 15 1.2 22.0 26 WATER HEATER DWH-1 2 30 1 25 SWH-2 2 25 19.0 25.6 26 MECHANICAL • ELECTRICAL * FIRE PROTECTION BREAKER NUMBER OF CONDUIT CONDUIT CDT. CIR LOAD KVA REMARKS SIZE SIZE The Professional Engineering Center 8005 Harford Road, Baltimore, Maryland 21234-5701 (410) 668-8000 FAX (410) 668-8001 e-mail ebl@eblengineers.com 27 OUTSIDE LIGHTS 20 0.0 22.0 28 1 FR POLE CAL 27 19.0 0.0 28 HPU-2 2 50 3—250KCMIL & #4GW TRANSFORMER ’T-1’ 400 2 250 75 1 1 3 AHU-2 (ALTERNATE SYSTEM) (AH SYSTEM FOR AHU-2) 29 VEHICLE CHARGER OUTLET 2 30 20.0 0.0 30 1 20 29 SPACE 1 1.5 0.0 30 3#2/0 & #6GW TRANSFORMER ’T-2’ 2 225 2 175 50 1 3 EQUIPPED SPACE ONLY 225 3 3 31 20.0 10.0 32 AHU-1 20 1 31 SPACE 0.0 5.0 32 LIGHTS 1ST FLOOR 1 20 1 EQUIPPED SPACE ONLY 225 3 4 33 INVERTER POWER 2 60 0.0 0.0 34 VEHICLE CHARGER OUTLET 1 20 33 SPACE 0.0 5.0 34 LIGHTS 1ST FLOOR 1 20 1 3P-400 AMP MAIN CIRCUIT BREAKER FCU-1 (FUTURE)(ALT SYSTEM) FCU-2 (FUTURE)(ALT SYSTEM) 35 1 15 0.0 4.5 36 GARAGE RECEPTACLE 1 20 35 SPACE 1 0.0 0.0 36 2 15 FCU-1 (FUTURE)(HEATER) 37 2 40 0.0 0.0 38 SPACE 1 37 SPACE 0.0 0.0 38 1 (ALTERNATE SYSTEM) 39 0.0 0.0 40 SPACE 1 39 SPACE 1 0.0 15.0 40 DISHWASHER 20 1 RELAYPANELSCHEDULE 41 SPARE 1 20 0.0 0.0 42 SPACE 1 41 SPACE 1 0.0 0.0 42 SPACE 1 RELAY NUMBER BRANCH CIRCUIT LOAD SERVED 107.7 62.5 95.0 79.7 103.0 67.3 94.0 62.6 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 34(RP—BA) 1 BATH #1 LIGHTS 34(RP—BA) 2 BATH #1 CLOSET LIGHTS PROVIDE ARC FAULT BREAKERS AS REQUIRED PROVIDE WITH THRU FEED LUGS PROVIDE WITH BRANCH CIRCUIT MONITORING 156. * GFCI BREAKER TOTALS A= 170.2 B= 174.7 EXPIRATION DATE: 4-26-2011 TOTALS A= 170.3 B= 6 34(RP—BA) 3 KITCHEN LIGHTS WEST WALL PROVIDE WITH BRANCH CIRCUIT MONITORING PROVIDE ARC FAULT BREAKERS AS REQUIRED 34(RP—BA) 4 KITCHEN LIGHTS NORTH WALL 34(RP—BA) 5 KITCHEN LIGHTS PENINSULA MAIN BREAKER 2P, 400A 34(RP—BA) 6 DINING ROOM LIGHTS NORTH WALL 34(RP—BA) 7 DINING ROOM LIGHTS NORTH WALL AMPERES-TOP/BOTTOM AMPERES-TOP/BOTTOM CONNECTED LOAD 41.4 KVA MAIN LUGS ONLY 400A MINIMUM AIC RATING = 22,000 CONNECTED LOAD 39.2 KVA 32(RP—BA) LIVING ROOM LIGHTS SOUTH WEST WALL 8 MINIMUM AIC RATING = 22,000 AMPERES SYMMETRICAL 32(RP—BA) AMPERES SYMMETRICAL 9 ENTRY HALL LIGHTS SOUTH WALL OFFICE/OPTIONAL BEDROOM #4 LIGHTS/FAN SOUTH EAST WALL 32(RP—BA) 10 34(RP—BA) 11 MUDROOM LIGHTS WEST WALL 32(RP—BA) 12 BASEMENT STAIRS LIGHTS 32(RP—BA) PANELSCHEDULE’RP-BB’(INSTRUMENTATION) 13 FIRST FLOOR STAIRS LIGHTS PANELSCHEDULE’RP-G’ 34(RP—BA) 14 GARAGE EXTERIOR LIGHTS 2(RP—BA) MASTER BEDROOM LIGHTS/FAN SOUTH WALL 15 120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED 120/240 VOLTS - 1 PHASE - 3 WIRE - SURFACE MOUNTED 2(RP—BA) 16 MASTER BEDROOM CLOSET #1 LIGHTS AMPERES/PHASE AMPERES/PHASE BREAKER BREAKER BREAKER BREAKER 2(RP—BA) 17 MASTER BEDROOM CLOSET #2 LIGHTS CIR FOR CIR FOR CIR FOR CIR FOR 2(RP—BA) POLE TRIP A B POLE TRIP POLE TRIP A B POLE TRIP MASTER BATH LIGHTS EAST WALL 18 2(RP—BA) BEDROOM #2 LIGHTS/FAN NORTH WALL 'BnUti 19 RECEPT - BATH #1 1 RECEPT - BASEMENT 1 20 1.5 1.5 2 1 20 1 RECEPT - OUTSIDE 1 20* 3.0 4.5 2 RECEPT - NORTH WALL 1 20 2(RP—BA) BEDROOM #3 LIGHTS/FAN NORTH WALL 20 RECEPT - BATH #1 3 RECEPT - BASEMENT 1 20 1.5 1.5 4 1 20 3 RECEPT - GARAGE DOOR 1 20 9.8 0.0 4 SPARE 1 20 2(RP—BA) 21 BEDROOM #3 CLOSET LIGHTS NORTH WALL U.S. Department of Energy ^ Research Toward Zero Energy Homes 2(RP—BA) GARAGE (HPU-3) 22 HALL LIGHTS NORTH EAST WALL 5 RECEPT - MUDROOM 20 1.5 1.5 6 RECEPT - KITCHEN 1 20 5 RECEPT - GARAGE DOOR 20 15.0 6 2 25 1 1 9.8 23(RP—BB) 23 MASTER BEDROOM INSTRUMENT POWER 7 RECEPT - MUDROOM 1 20 1.5 1.5 8 RECEPT - KITCHEN 1 20 7 SPARE 1 20 0.0 15.0 8 1(RP—BA) U.S. DEPARTMENT OF Energy Efficiency & Renewable Energy 24 MASTER BEDROOM RECEPTACLES ENERGY RECEPT - OFFICE/BEDROOM 4 9 RECEPT - DINING ROOM 1 20 1.5 1.5 10 1 20 9 LIFT 1 20 12.0 12.0 10 RECEPT - NORTH WALL 2 20 3(RP—BA) 25 MASTER BATH HRV RECEPT - OFFICE/BEDROOM 4 3(RP—BA) 11 RECEPT - DINING ROOM 20 1.5 1.5 12 1 20 11 AHU-3 HEATER PKG 2 40 31.0 12.0 12 26 MASTER BATH RECEPTACLES 1 5(RP—BA) 27 MASTER BATH RECEPTACLES 13 RECEPT - ENTRY HALL 1 20 1.5 1.5 14 RECEPT - LIVING ROOM 1 20 13 31.0 12.0 14 RECEPT - NORTH WALL 2 20 4(RP—BA) 28 BATH #2 RECEPTACLES 15 RECEPT - ENTRY HALL 1 20 1.5 1.5 16 RECEPT - LIVING ROOM 1 20 15 RECEPT - NORTH WALL 1 20 12.0 12.0 16 6(RP—BA) 29 BATH #2 RECEPTACLES RECEPT - BATH #2 18(RP—BB) 17 RECEPT - MASTER BATH 20 1.5 1.5 18 1 20 17 DWH-2 2 20 14.6 10.0 18 FACP 1 20 1 30 BATH #2 INSTRUMENT POWER 4(RP—BA) 31 BATH #2 HRV RECEPT - BATH #2 19 RECEPT - MASTER BATH 1 20 1.5 1.5 20 1 20 19 14.6 0.0 20 SPARE 1 20 27(RP—BB) 32 BEDROOM #2 INSTRUMENT POWER 21 RECEPT - MATER BEDROOM 20 1.5 1.5 22 RECEPT - HALL 1 20 21 SPACE 0.0 0.0 22 SPACE 1 1 1 6/29/10 6(RP—BA) REVISIONS 33 BEDROOM #2 RECEPTACLES 23 RECEPT - MATER BEDROOM 20 1.5 1.5 24 RECEPT - HALL 1 20 23 SPACE 0.0 0.0 24 SPACE 1 1 1 7(RP—BA) 34 BEDROOM #3 RECEPTACLES 5/7/10 UPDATED 28(RP—BB) 35 BEDROOM #3 INSTRUMENT POWER 25 RECEPT - BEDROOM 2 1 20 1.5 1.5 26 RECEPT - BEDROOM 3 1 20 25 SPACE 1 0.0 0.0 26 SPACE 1 9(RP—B) 36 EXTERIOR RECEPTACLES NORTH WEST 27 RECEPT - BEDROOM 2 20 1.5 1.5 28 RECEPT - BEDROOM 3 1 20 27 SPACE 0.0 0.0 28 SPACE 1 1 1 10(RP—B) 37 SCREEN PORCH CONTROL POWER FOR SOLENOID TRANSFORMER 29 SPACE 0.0 0.0 30 SPACE 1 1 11(RP—B) 38 EXTERIOR RECEPTACLES SOUTH EAST 29 RECEPT - KITCHEN 1 20 1.5 10.0 30 1 15 12(RP—B) 39 EXTERIOR RECEPTACLES SOUTH 31 SPACE 1 0.0 0.0 32 SPACE 1 31 RECEPT - KITCHEN 20 3.0 10.0 32 CONTROL POWER 1 15 1 09-247 E-601 8(RP—B) 40 BATH #1 HRV 33 SPACE 0.0 0.0 34 SPACE 1 1 33 BASEMENT LIGHTS 1 20 2.0 0.0 34 SPACE 1 8(RP—B) JEM 41 BATH #1 RECEPTACLES 35 SPACE 1 0.0 0.0 36 SPACE 1 4(RP—BB) 42 BATH #1 INSTRUMENT POWER FJL 35 SPACE 0.0 0.0 36 SPACE 1 1 7(RP—BB) 43 MUDROOM INSTRUMENT POWER 37 SPACE 1 0.0 0.0 38 SPACE 1 O 37 SPACE 1 0.0 0.0 38 SPACE 1 7(RP—B) 44 CENTER HALL 39 PANEL RP-BB 2 100 21.0 0.0 40 SPACE 1 39 SPACE 1 0.0 0.0 40 SPACE 1 11(RP—BA) 45 KITCHEN RECEPTACLES WEST WALL 41 21.0 0.0 42 SPACE 1 9(RP—BA) 46 KITCHEN RECEPTACLES NORTH WALL 41 SPACE 0.0 0.0 42 SPACE 1 1 10(RP—BA) 47 GARAGE DISPOSAL NORTH WALL 91.4 53.5 88.4 39.0 14.0 20.5 13.5 20.5 ELECTRICALPANEL SCHEDULES 12(RP—BA) 48 KITCHEN PENINSULA RECEPTACLES * GFCI BREAKER TOTALS A= 144.9 B= 127.4 TOTALS A= 34.5 B= 34.0 8(RP—BB) 49 KITCHEN PENINSULA INSTRUMENT POWER PROVIDE ARC FAULT BREAKERS AS REQUIRED 13(RP—B) 50 DINING ROOM RECEPTACLES 15(RP—B) 51 ENTRY HALL RECEPTACLES NORTH EAST MAIN BREAKER 2P, 250A MAIN BREAKER 2P, 100A 15(RP—B) 52 ENTRY HALL RECEPTACLES SOUTH AMPERES-TOP/BOTTOM CONNECTED LOAD 32.7 KVA 15(RP—BB) AMPERES-TOP/BOTTOM 53 LIVING ROOM INSTRUMENT POWER CONNECTED LOAD 8.2 KVA MINIMUM AIC RATING = 22,000 16(RP-B) © 54 LIVING ROOM RECEPTACLES AMPERES SYMMETRICAL MINIMUM AIC RATING = 22,000 AMPERES SYMMETRICAL 16(RP—BB) 55 LIVING ROOM INSTRUMENT POWER 12( RP-BB) OFFICE/OPTIONAL BEDROOM INSTRUMENT POWER 56 14(RP—B) OFFICE/OPTIONAL BEDROOM INSTRUMENT RECEPTACLES 57 E-601 NOTE: 1. PROVIDE ALL REQUIRED SUB FEED LUGS FOR ADDING FUTURE ADDITIONAL RELAY PANELS.
- 82. REVISION DESCRTHON BY DATE 01/29/10 9SX CD SET 02/24/10 100X CD SET 03/31/10 ISSUED FOR CONSTRUCTION PROFESSIONALCERTIFICATION *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." UTILITYANDSITEDESIGN MARCH2010 NETZEROENERGYRESIDENTIALTESTFACILITY UNITEDSTATESDEPARTMENTOFCOMMERCE THENATIONALINSTITUTEOFSTANDARDSANDTECHNOLOGY GAITHERSBURG,MARYLAND 7. £ iMisr / .STOKAV&... or 724 o Nsitfivtisi Institute- of Svandarrk and Teduiofo^y SHED GATE “3“ & r/ff 3 it' (355) ' Z; Q ■ ' s-- '■: v 7 7 § CD X: ... GATH. *C* kh I SITE a-/- ".ir 1 ■i ihPj-nCa ir ^/DIAMOND fcl " I H ; ■CCOIIKC-TO^-R- 32' ■ % :• ■muon PHI WEST $ i fiATEW ' GOT- INDEXOFDRAWINGS .M B’JJT jSiKC. 38;. .EXPASJSiOK v qL north Or/ L_pn ips it; P rU 3] •2r? STANDARD RriPESENCS M.ViI?.RlAL$ BUILDING 2:?: K X'V‘ I 30i V X :-*y EX17YNSK3N.-. ,> Hi" r ^3if. CEE-TEE KTST ZHM. t24 ^,-RiJlLOVNS m 30-iA o 3/ X "•a.: t xa. <3 } WEST >f 3 fi&i BUT ' ' -8 KEAST&HOODCO. LAfcfSJON o 'coP&oSBa: i jS„| ljouid 2MB 2268 GI5 C£ :1 SITE% C-001 C-101 C-201 C-202 C-203 C-301 C-401 C-402 C-403 C-404 C-501 C-502 COVERSHEET EXISTINGCONDITIONS/DEMOLITIONPLAN SITE/GRADINGPLAN SITEDETAILS SITEDETAILS UTILITYPROFILES EROSIONANDSEDIMENTCONTROLPLAN EROSIONANDSEDIMENTCONTROLDETAILS EROSIONANDSEDIMENTCONTROLNOTES EROSIONANDSEDIMENTCONTROLNOTES PLANTINGPLAN PLANTINGPLANNOTESANDDETAILS ■282 MOUTH EXPANSION; 2:V; Y 1 O :^^W.C;C3VNRY , ' XT'* r *N r 224A i‘>: 226A GA o J24) 70 ~2 ------VLSITOit CENTER ' ■ >.../ 70 Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 A 42i-m: I 1 4'M /I < 2K-E 221B 222P> 1 lOUTH dr A ‘C% i:WB ; ^...........v 21 y.A 221'A 223A NIST :R->: ..L-. d> >f;4t ' r'A & tj Vs I’l 1 >i"KV If , "s/iMr } : ^f- 3T:iLOURAL mai nG$n~AKc i; —J31S 2Nf |U; As MDl4-i AND i: Rv IJSEXXNSSOSii R J'i MAiN ENTRANCE 221 0'1 4 GIAAP-' Jf / s/GMm ’‘A" A 4 f Ik 3 2Ah ATV.M 221: "n iF.ESEAlCHy t7l • A XL :>A 3 m » 1 t ■' ROBOT TINT FACILITY 227A:'o’ FA X: 220 225A N": E >1:1 70 >-x [37< := ilkiJ 2278 CO 225B. EE o GATE ,CE" ■A. E" '" , AAA ON Cl [7 79J f Asa. :ts: ' L' f f 8!6A ; a f i i. f'HORTR !‘C j .jf i -! AAV :j 21 fill :r> 2'R315 f:; A ,N i? 222X1 :: 1 11 A ir- & S- -J f cf/Ofe* GRAPHIC SCALE A XT i&M X v> spi.VO f XNAX3l>: ■gate: G'h T V Z *. NiS ,/J- 1. KIT K :-iC3 rr iittlki i:t- Ej ' -i k' A - P.XRDHC3 ; ;*/• .'/f-f , s f" VICINITY MAPV = 2000' - PSTN::STOM INTENDED CO('if.7*'c5C.TIONstarts zm ( A. Morton Thomas and Associates. Inc. Consulting Engineers 12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652 (301) 881-2545 FAX: (301) 881-0814 EMAIL: AMT19AMTEN6INEERING.COM 'IX X O’ 2000* 4000* - NOT SUNBED; USB AND :N-':?1?nVFT) 'fiv 3SR3PC 2‘-'i.iJGiMAL >,TiTX;::R FLAkZYTtV •cw '' SSI'S :--: j V! SisSr-'i'sATO w:t.. LOCATIONMAP i MONTGOMERY COUNTY MAPS WAND 11 GRID nN 1; NOT TO SCALE ..n' Nisr PROPERTYOWNER/APPLICANT UNITEDSTATESDEPARTMENTSOFCOMMERCE THENATIONALINSTITUTEOFSTANDARDS ANDTECHNOLOGY GAITHERSBURG,MARYLAND (301)975-8339 CONTACTPERSON:SILVIOBARUZZI PROPERTYADDRESS FOROFFICIALUSEONLY NISTCAMPUS WESTSTREET GAITHERSBURG,MARYLAND U.S.DEPARTMENTOFCOMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION NETZEROENERGYRESIDENTIALTESTFACILITY COVERSHEET DWG.C-001 KS/DN 02/01/10 SB134109CQ0026/69331 SH.N0. OF PROJECT/W-O. APPROVED BY DESIGN PROJ. * £AX£, SPONSOR MAINTENANCE ENG. OFF. FIRE PROTECTION SVS. S.H. & E. DIV. FACILITIES ENGR. OFF. PROJECT LEADER DRA™ BY MS&
- 83. REVISION DESCMPHON BY DATE o LEGEND DEMOLITION NOTES: 3D 01/29/10 9SX CD SET > 3D D> < D> o 02/24/10 GRATE INLET TELEPHONE MANHOLE COMMUNICATIONS MANHOLE ELECTRIC MANHOLE SANITARY SEWER MANHOLE STORM DRAIN MANHOLE LIGHT POLE 100X CD SET w' w ID w w 1 ND SAWCUT ic REMOVE EXISTING SIDEWALK. CONCRETE WALK © o 03/S1/I0 ISSUED FOR CONSTRUCTION GJ 53.50/ 453.26 1 453.73 454.05 453.59 452.85 4 ■4r © 8 CONCRETE CURB REMOVE EXISTING CONCRETE CURB. GJ o WESTDRIVE 4s _ 4- 4- 4s Oi CJi Ln Cn 3 >Gj SAWCUT & REMOVE EXISTING ASPHALT PAVING. >Gj >GJ 3D —-453^ a FO o 00 4- OO I ' 4- O GJ ASPHALT PAVEMENT 4s- GJ Oi X 30” RCP SIGN I 12” RCP ho 3D 0 Q PROFESSIONAL CERTIFICATION 00 CONCRETE CURB 4 WATER VALVE FIRE HYDRANT MONITORING WELL BENCHMARK STUMP CONCRETE CURB CONCRETE CURB & GUTTER STEAM PAINT WHITE COMMUNICATION LINE PAINT MARK ELECTRIC PAINT MARK WATERLINE PAINT MARK SIDEWALK PAVEMENT (EDGE) BUILDING FENCE (CHAIN-LINK) REMOVE EXISTING TREES. / 4 452.82 453.05 UG 3.70 453.5^ge—co 0 454.Q; S / UGE UGE UGE UGE UGE UGE ;E UGE UGE UGE UGE UGE U j- *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." / r 452.50 453.13 451 96 0 453.81 CD MW CJ1 W-QQ4£24”-# 1 •G 4- 262.19 Cn BM# 2 SQUARE CUT ON LIGHTPOLE BASE ELEV. = 453.99 =G4 ) xl / •X V. DEMOLITION LEGEND: GJ 4-Y I CJA N> oo Q> ,^<c~x x v / // I N) O ( 1 r o 4s- <o t i i / STM Cn w ' ! / *o / / / I f i / / / if / COMM cn * • / i i / i N3 / / > I I I I 1 t / REMOVE EXISTING ASPHALT/GRAVEL/CONCRETE 1 > ( TD / 010 I UGE l / 3D I /' / 0 ( / i I GJ > i X ■/N1 *— l X / GJ W ■A / I V / m i / i i V c m / K> / G X X 1/ / /" / CD I ^_ _ ^ / l I / / f t t , I I / / / y i N>. X / W I W I ll I u • / f / / X // i i -X / # // I GJ > ! ITEM TO BE REMOVED / / i i r — cn v i I K) J O ^ "s. t ft > 77/7777777 3D K3 3D ^ // / V A hO I 3E 00 I I 3D I / / m 04 i /A t O t N3 s ( o Vi ' l 'sPI / / N3 m t / a / / i 3D t V v m V'/1> f 1 / - >c I t 3D / i i i / / 3D / i i lD / f / > i m i / 3D / o, i 1 s m / f i i i / / m N3 / ^ t f > y i i i / 4^ " / I i / N I ^___ / i ^ ( Cn > x j / / i NO i 0 V N f s 3D i ^ x--" I oo X 9? GO jj 12" RCP cn / NO N 0 N l L f' o / 7 i i > e 33 , m > i > r- STORM DRAIN DATA SANITARY SEWER DATA X ?-------- 3D s 1 3D 6 t m X m s m 3-—- / m Gl 4s- H 1. CURB INLET T0P=453.30 INV. IN=439.02 INV. 0UT=438.92 A MANHOLE TOP=452.05 (N) INV. IN=428.40 (E) INV. IN=428.85 (S) INV. 0UT=428.40 MANHOLE T0P=451.17 (N) INV. IN=444.99 (E) INV. IN=429.75 (S) INV. 0UT=429.22 MANHOLE T0P=453.11 (N) INV. IN=448.59 (S) INV. 0UT=445.89 MANHOLE T0P=461.08 (N) INV. IN=455.53 (S) INV. 0UT=454.98 MANHOLE T0P=452.80 (S) INV. IN=448.55 (E) INV. IN=447.60 (W) INV. 0UT=446.65 MANHOLE T0P=452.90 (S) INV. IN=448.18 (E) INV. IN=448.10 (W) INV. OUT=447.90 GO O cn / ho cn 4- O X 4- cn 3D. cn XnI 00 X / 1 X • ro ■<o 3D 2 4s- 00 2. CURB INLET T0P=453.22 INV. IN=439.25 INV. 0UT=439.15 m KV B 3D, X 4s- x 31 > cn cn X 3 N. L / 04 o i / (y / 00< co ^55- 3. MANHOLE T0P=452.93 (E) INV. IN=439.28 (S) INV. IN=444.53 INV. 0UT=439.18 O X / X / X I l / X X X o X c / 3D © > l >u o i / X 4s- x GO O 3 G X cn m i ' >. 3D O cn S o / X / X / 3D * W / 00 " 3 4. CURB INLET T0P=450.97 INV. 0UT=447.17 X / / / / X 4s- CO / > m X / I y / cn / —I 3D GO D / / X / o I I / m m / 3D X / (-> N) 2 / / > o '.I:r" / X ^J X I / o 5. CURB INLET T0P=450.02 INV. 0UT=443.72 m > X > / -4 / AX. rn>>< i- / cn O —I 3D i 7 >4- / l / 4s- 31.K OD E / OJ i On 3D / LO l 6. 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 CURB INLET T0P=450.30 INV. 0UT=442.10 X / OD i X / CNI OJ o X I I X 00 o x o X I X 4s- X in / v o 4 X cn X I ro Oi Xg 4s- X X cn i 00 4s- x OJ CD x / CJi F o i 4s ca X 4- N) x X cn cn .N) cn 9 >0j 70 oo x 7. X "'x.xj ois A > o X I X OJ 7T CD x I / I X X I I I X X o I X X / / / f. ► I X X X CD l X / / / / X X CM 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 GRATE INLET T0P=450.65 (SW) INV. IN=446.65 (SE) INV. IN=446.65 (W) INV. 0UT=444.55 8. X / / I Ij I I X -—S.-I © / —cpC / / s X i f+ f cn ^ * s z' / >0i X / / X / / / X X I o X / I I X / X CO / I I > / X 1 X SURVEY CONTROL DATA l l J X 4s- 3 3D X / cn X / o NO X X I 9. X X X I I X CD C/-J X 4s X TRAVERSE NORTHING 203 90749.986 204 90345.238 EASTING -59932.294 -59933.965 ELEV. 452.24 452.71 Oi CJI L? o 3 Oi l( )o i 7 Oi :> X I X >00 / 78" / / 20’ 10’ 0’ 20’ 40’ O’ oo I I / 4s 7c x x X / / I cn X 1”=20’ GENERAL NOTES / / Pi X / cn 4s cn X / I) / / >Cn cn X Oi I / x X / / >Gl x I x ; X JlOi I y x •OO / / / X 4s- / x 4- / / / cn X / 1. HORIZONTAL DATUM: NIST COORDINATES BASED FROM MONUMENTS NBS-104 AND NBS-105 oo x / / >6o / / X X I / X / / X / X / I I / / X Oi / / x / / / X / VERTICAL DATUM: NIST ELEVATIONS BASED FROM MONUMENTS NBS-104 AND NBS-105 i / X I X x I I X I X X I 460 I KEAST&HOODCO. 2. SEE ADDITIONAL SPOT SHOTS ON FROZEN —HIDN LAYERS 3 N / / I N / Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 I 3. NO BOUNDARY WORK WAS PERFORMED WITH THIS SURVEY. / / f / I i f l I I / / l / r 1 i X / I X X / I X / X Q> I I I / / / / l / i CONCRETE CURB 4- / X / X I / CD X I I X . X XU / 4s- I / x I 453.1^cU-A i X X 4- x 4- 452.6 / 452.02 ' i CD / x 4- x I < CD I / x X cn X x^. 222222m -P- x cn / / (2)s^5 OAKS / ho / XO x I A x xxg X IV) / X o cn / X X I CC@U| COMM OJ x I I •O AAV / G-J cni CD I v X I !/ 00 X I / 00(0 E / / CD, x K3 I I / I m X <0 / i I 4- I I I I I I i / X / x / i ) /' cn X I I I I I X / y y Xa a' X I I I / / X I I y / I i cn X / I I I / / r- i / / / I X / i ~1 / / I X I y I i '"-"SL1 76 -- / X / X v-— / I / X I X 4^T.66V UGE E _^5QJA X / I X 2 I X A. Morton Thomas and Associates. Inc. Consulting Engineers 12750 TWINBR00K PARKWAY ROCKVILLE, MD 20652 (301) 881-2545 FAX: (301) 881-0814 EMAIL: AMT19AMTENGINEERING.COM / / X I CD x I I I GD 0 / i 0 I I „o,M'S OQ’13’59" E 299.78 I I I / / X I i CD / o 6’I rVc' CD m l 2” PVC i 6” PVC © 4- X /• (4- / Ui cn 4- pi I ^ _ O l cn ,o / □D I Cn 1 450.89 1(D I 1 4s- 4- 4s / I 4- 4s- 4s- to | * NIST cn cn 4- I e cn & 451.09 X-A / N 451.45 451.63 -U451.96 CD l 452.06 452.30 ------ l >o cn x INORTK CONCRETE >G 00 GJ CD CD xj i Cn i CD GJ 4- Os / 451.71 cn s™----Q O I cn i O' o 5520 f X STM c i STM X X. STM i STI o I STM i Cn m I I I ND x w W 03W W X I w w FOROFFICIALUSEONLY x I / i G G G-t; Vg G G X ■0"G N r CAP i i r N I I N w I U.S.DEPARTMENTOFCOMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION w / I X WA CAP w to X w 0W- W 6DA -W0% 4- cm 4- / gg > o oo 3D O : m z ^ >o Q NO /| I Ui C- I I Oi c> —' GJ I I c V I I o I / t / I IV -N 3D » i ! I N X i! cn »// m i! NETZEROENERGYRESIDENTIALTESTFACILITY i m ho Vi I // VI/'/ / > - 3D -- i i cn O A < m 3D 4 / / / 0 / CO / i 7 / t I co / EXISTINGCONDITIONS/DEMOLITIONPLAN I I / { i l I » ' ! i / / i 3D / I Ui f I / 0 I l l / CnI ty r / i. DWG.C-101 KS/DN 02/01/10 SB134109CQ0026/69331 SH.N0. OF PROJECT/W.O. APPROVED BY DESIGN PROJ. S ms, sponsor ms MAINTENANCE ENG. OFF. ms FIRE PROTECTION SVS. ms S.H. & E. DIV. MSS FACILITIES ENGR. OFF. ms PROJECT LEADER MSS DRAWN BY MSS
- 84. REVISION DESCRIPTION BY DATE tu -X 01/29/10 95X CD SET > 70 < LEGEND o 02/24/10 100X CD SET w" w “0 W" w hO CONCRETE WALK o 03/31/10 ISSUED FOR CONSTRUCTION Gj PROPERTY LINE NEW CONTOUR MAJOR NEW CONTOUR MINOR NEW GEOTHERMAL NEW WATER NEW SANITARY SEWER NEW UNDER GROUND ELECTRIC NEW UNDER GROUND DATA/FIRE ALARM/TELEPHONE NEW UNDER GROUND DATA/FIRE ALARM NEW UNDER GROUND TELECOMMUNICATIONS NEW GAS NEW STORM DRAIN NEW EDGE DRAIN 53.50/ 1 453.26 453.73 454.05 453.59 452.85 4 -<r 0 CONCRETE CURB GJ o WESTDRIVE 70 —453^ i' 0 w i ' o ASPHALT PAVEMENT 0i 30” 5) RCP RCP 12 T3 0 0 S PROFESSIONAL CERTIFICATION CONCRETE CURB o T x ■V / UGE 452.82 453,05 453.70 45^5^ge / / s: x UGE UGE UGE UGE UGE j- UGE UGE UGE UGE UGE UGE JG U j- "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.” 4511.96 / UG D/FA/T -UG D/FA- 452.50 453.13 i 453.81 CD 0- POC I Cn N 00~16’2'l" W i ■:v- -0 BM# 2 SQUARE CUT ON LIGHTPOLE BASE ELEV. = 453.99 W 262.19 cn 0)0 o UGT 0A ) Or 0 / G 0 j 04 0' / ho r1 C7 o 0^ o { 03 'co SD 0) 0 i o. / / I 02 / i / / / / > i i / i > ( XI '' 19 i / □ i / HANDBOX x , W// t ( I X l CM > / l CO l / CM m o w / i i NJ POC POINT OF CONNECTION t X / I 03 / / / i y w / / K / On / > X on // / i NJ O ^ ,xv" // X > X !/ LIMIT OF NEW ASPHALT NT X // X IX / n: OO TJ / / Cn X L o NO / / K3 i 0 / ~0 I // K / 0 “0 i / / NEW MICRO BIORETENTION x i X / I o r* x I ft / / <s / / i ! — / 1 6 / i- 8 / -0 X / 1 Cn > / x © X / “0 X 1 00 X L. P? CO 12” RCP ou X / l KEYED NOTES N9 18 X 0 I 15 -I I- 4 i-12 L <& r o X I l r-.j POC i x > r- 00 -P- "0 —-1 6 C0x CO 2 7 V— as as as / gj NEW ASPHALT WALK. 1 13 NEW 4” PVC CONDUIT. i, 5— ■ CO CO O Cn t 201 20 7 201 20 NO 0 -0 4 cn^ O NU ^0 53.5 O' o ^ + X 2 v ^ L X £ a> o A X ii NEW ASPHALT PAVING. 2 1 4 NEW GAS LINE. r-o 9 ■ -UGE 20lj202 (/) 1 0 UGE +' 3 0 O 05 r-' h X A+““T 12 4 18 NEW 3” DIP WATER SERVICE LINE. i D 7T p/ FA, 3 15 UG NEW CONCRETE CURB. 13 4 20lj20; / X 20120: / 17 I>v ( O OA X / > X i [ I X 5 x 12 13 X T tn o NEW 4” PVC SANITARY SEWER LATERAL. cn I X 4 16 NEW CONCRETE DRIVEWAY. o cn X O 201)202 / // POC '45g-__ 7 X / I O 201 203 201 20 x V / / 7 48 o > X ! CO i / / X 00 CJ) / X / X NEW CONCRETE SIDEWALK. SEE ARCH PLAN (SHEET LA-102) FOR EDGE DETAILS v201 20 3 i X X V X > o 455 X 'I 5 < X nnn nn > r~X J > > L 9 / Q o G. X o 4^ X 20 X cn 00 8 9 V 12 11 / 1 © / LO / »> NEW 12x6 TEE, 6 VALVE & FIRE HYDRANT.' •v' X k C 59.0 " ro c 6 X / CM cn Li. O x / X O + 00 201 202''201 202''201 203 '201 20 / o "43 CO £P X n lo o X o X X I ? ro - cn 4^ 59.4 r ■ -1 00 Cm 59^2 6 o / POC Z3 - J?1. 4- cn. 7 X M NEW HANDBOX TYPE A. 4--s X cn X vS .ho NEW 12”x4” TEE, 4” POST INDICATOR VALVE, 2” WATER METER & 4”x3” REDUCER. 201 20: 10 f 12 16 CAR=459.0 X I—y -0 17 X O X 59.2 / 0 wt 21 X Q CD / 201 203 '201 203 '201 20. CO / / 6 / X X --------X o X / / / ixUI X CD I 8 NEW HANDBOX TYPE B. X / / / / X CM I X 60.4 / / / / X X .5 1 / 20120: i i / / / — —/ 60^ ffi / __ ,d=- — — i I 18 X :A1 / / NEW MICRO BI0RETENTI0N. (D C / X 60.65 k20lj20: / ! 50 1 I / / 6v). 1 1 o 1 / / -►61.5*03 61.49 LIJzz# 7 X =) I / / / A£ X I I D 12 / / 9 NEW (2) 3” PVC CONDUITS. / w / > X 201 20: 12 13 / ^ 77 O ND _(x Cm cn cn i NEW 4” PVC SCHEDULE 40 FOUNDATION DRAIN. .6.1.31 / I 19 cn X CO / x X I X N I 201 203 '201 20 (D X X X 7 X o I 10 NEW 3” PVC CONDUIT. o POC □ CD X X X X 201 20: x NEW EDGE DRAIN. SEE ARCH PLAN (SHEET LA-102) FOR DETAIL 20 X I I >> / X 20’ 10’ 0’ 20’ 40’ O' o / / -0 0c X 5 3 / X / cn 0 X 1”=20’ FFE=461.5 BFE=451.34 / L6ij-.tr 61.5 (p . / o x a> 11 X / / NOT USED. II icn / X X / X / JJcn X X CO X / NEW RISERS (2) SEE ARCH PLAN (SHEET LA-102) FOR DETAIL /( / r. X /11 21 / X / X 0 X X / POC X / / < X 7 X / / / / 0 / X C0 X / / 7 12 NEW (3) 3 1/2” PVC CONDUITS. 1.0 / / X X rc 4L X / 201 20: I X O i ietrO X LlI p X I X X X I O I KEAST&.HOODCO. 7 X X I I =) X I X I X X 19 6Q.fr I X J X X X X I V X h 1 co X Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 >1 / X X I o 20 X X / / X I / I I X -J *00- Ll-t / I X X 10 -I 7 9 i / X / / X / X 1 / X / X I I / I I L X X X 461 / X 0 / I I X X / X POC X X X 0 CONCRETE CURB / / si O to X / X 51 / 7 / / J L / / I I I X X / 453.13c .-V 45.6 452.02 / co -0- X X SD X ■f r0 t X X T c 0 cn X ■Ui ugCd/fA/t’ OAK I O' / / V x o M X k NX / X X .00/: / —knt com X10GE-0: 00 X X >MT / o CM cn X / w X / X / / / / / / / / / CO 07 X / I X <0 / 1 X / N’ 0 0 CD ( / I 19 / X / / / y' I CM y I / / J Cf_ y I / / o y I r 2 -1 / / 1 1 X I — / —A / / / X y / V'"'SL1 76 —------------------— / CO 9 I w.. / I / X I 16 -1 i / X 451.66 v.^ - 3 3E IJffiE X 0.74 i# / X I 3 X A. Morton Thomas and Associates, Inc. Consulting Engineers 12750 TWINBR00K PARKWAY ROCKVILLE, UD 20852 (301) 881-2545 FAX:(301) 881-0814 EUAIL: AMT10AMTENGINEERING.COM I I / 07 / / o C57 I 0 / / 0 CO I / ^ S 00“13’59 299.78 ft I E S no _ s S. X T <Z o p / y 6”! PiVCi 2” PVC 6” PVC y I y X + IT- 00 / cn / icn o cn & i P / i CO y (Ji O I 450.89 ICO / 3 y I NIST / :CT> 451.09 n 451.45 -1-451.96 co 451.63 i 452.06 X NORTH CONCRETE 4x I -X I CO 1 I I Cn 452.30 *— ----- CD i l X- Cn -45'-86 CTH 3Tl>x------Q o □ 1 o 452.1 T 451.71 STM c 14 ,o STM l X. I STM STM C7 STM l Cn X m I I IX) I I w w W W X I —w w FOR OFFICIAL USE ONLY X / G X J-G G -G0 G G 1 U- G G X -G ■0-G I / X O CAP =) X — w 12 X w I w U.S. DEPARTMENT OF COMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION X -VIM CAP w tft w TW- w ^ s / no 4^ y ®>o 03 X o : cn NJ / CS I CT5 UGI UGEt UGE-t UGE UGE cn r >o0 .—' Cm 7^ I O M 4^ I cn i / NET ZERO ENERGY RESIDENTIAL TEST FACILITY NJ O / > —I 70 ~- Cn o ) M rn 70 c / i -X ------ 7 / — Si / nc-' 00 / I SITE/GRADING PLAN / i / I / 00 / CM / X / i CxJ / m c / i DWG.C-201 KS/DN 02/01/10 SB134109CQ0026/69331 SH. NO. OF PR0JECT/W.0. APPROVED BY DESIGN PROJ. j am. sponsor am MAINTENANCE ENG. OFF. am FIRE PROTECTION SVS. am S-H- & E- Dlv- am FACILITIES ENGR. OFF. am PROJECT LEADER am DRAffN BY am
- 85. SLOPE TO MEET TYPICAL SECTION ELEVATION 7" THICK CONC. ROOFING PAPER (TYP.) 10% MAX. EXPANSION - JOINT (TYP.) EXPANSION - JOINT (TYP.) GENERAL NOTES 1. REFER TO MARYLAND STATE HIGHWAY ADMINISTRATION SPECIFICATIONS FOR MATERIALS AND METHODS OF CONSTRUCTION. 2. DRIVEWAY AND DRIVEWAY APRON TO BE MAINTAINED BY PROPERTY OWNER. 3. PROVIDE WEAKENED PLANE JOINTS AT MAXIMUM INTERVALS OF 15r. 4. THE EXPANSION JOINTS SHALL BE PLACEO AT LOCATIONS SHOWN. 5. EXPANSION JOINT MATERIAL SHALL BE 1/2 INCH PREFORMED CORK, TRIMMED AND SEALED WITH NON-STAINING, TWO COMPONENT POLYSULFIDE OR POLYURETHANE ELASTOMERIC TYPE SEALANT, COMPLYING WITH FS TT—S-00227. 5” 3500 PSI CONCRETE W/ STD. BROOM FINISH (PERPENDICULAR TO PED. TRAFFIC) o o o 2 WATER SURFACE CL 4” GRADED AGGREGATE BASE COURSE CM 2 'XI'V : .»V. .x,ry*| tn « .ft* MULCH 6”x 6” W2.1 xW2.1 WWF (STOP AT EXPANSION JOINT) Eg COMPACTED SUB GRADE PLANTING MEDIA NOTES: in 1. MINIMUM DISTANCE BETWEEN CONTROL JOINTS SHALL BE EQUAL TO WIDTH OF SIDEWALK OR AS SHOWN ON SITEPLAN. CM GRAVEL JACKET oooooooooooooo( oooooooooooooo <73 I 20-0” MAX. 6”0 PERFORATED PVC PIPE SEE NOTE 6 EXPANSION JOINT I 1 MICROBIORETENTIONTYPICALSECTION « r< ioi|2o: CD NOT TO SCALE I REMOVE EXISTING PAVEMENT CONTROL JOINT(S) (SEE NOTE 3)----------- VARIES SEE PLAN NOTES: L TO LIMITS NOTED BELOW BIT. CONC. SURFACE COURSE (MAX. 2” LAYERS) SEE NOTE 2 CONCRETE CURB WHERE SHOWN SEE NOTE 5 4” BIT. CONC. BASE COURSE- SAW CUT PAVEMENT APPLY TACK COAT 1. ALL CONCRETE SHALL BE 6% AIR-ENTRAINED, 3500 P.S.I., DEPTH SHALL BE 5”. CONTROL JOINTS, SPACED AT 4’ TO 6’ INTERVALS, SHALL BE INSTALLED IN THE SIDEWALK CONCRETE TO FORM SQUARE PANELS. EXPANSION JOINTS SHALL BE INSTALLED WITHIN THE SIDEWALK AT NOT MORE THAN 20’. EXPANSION JOINTS SHALL ALSO BE PLACED WHERE SIDEWALKS ABUT OTHER WALKS AND STRUCTURES. 2. V777, '//////////////////////////A 3. CONTROL JOINTS SHALL BE SAW-CUT OR FORMED. 1 1/4” DEEP. 4. PROVIDE 1/2” EXPANSION JOINT FILLER WHERE SIDEWALK ABUTS CURB OR OTHER RIGID STRUCTURE(S). 5. LIGHT BROOM FINISH 6” COMPACTED SUBGRADE 4! 6 UTILITY CUT OR TRENCH BACKFILL TRENCH REPAIR EACH SIDE CONCRETESIDEWALK 101I20; SCALE: NOT TO SCALE 2 FULL-DEPTHASPHALTPATCH 101120; NOT TO SCALE VARIES LOGO SHALL BE: ELECTRIC” FOR POWER TELE/SIGNAL” FOR PHONE, DATA AND FIRE ALARM —^ 99 LOCK BOLT n B A C OPEN BOTTOM A FINISHED GRADE ttpi t •v 4 ' 4- , i 4* BACK FI LI PVC CONDUIT ELBOW (TYP:) 4 i i ; i t GRAVEL- 3” !A L 4 .4 ? A . 4 * A A < <f ■A 4 A A •4 4 4 . •4 A A • ' . 4^ 4+ ■A A 4* A ; T A <.■ 99 12 *A : a< <4 ; < • 7=0 4 ’ 4. G 3 A T * A A 1 • A * % • 4 A . ■ A A A X CONDUIT COUPLING PVC TO HDPE (TYPr) 6 HANDBOXDETAIL NOT TO SCALE 101I20; d> t ' -O’ 9" a’ (D«(D- © & ^ , / X C, . . o> * d> fr-j CM 1* R' r-”J ------- 7-7 ± I*# Ow or 1" R Vv; f A to Ui r * r s ^ f. f „ * > a- - *>. i s.'/ ' i ^ , Ci. - Cu v * o s d> to <M 7 Of Ol K >3; ■St / / * .^x 4 , X > > N <~X ii TYPE 'C* TYPE 'C COMB[NAT ION CURB & GUTTER TO BE USED FOB DESIGN SPEED 60 MPH CURB 3 PLY ROOFING PAPER SEE STANDARD MO 655.01 © 8" 5'-0' OR.AS DIRECTED (TYP.I I'-O’ 8‘ i T,” 7” / 1 ' 7' I* SLOPE V*‘ 1' f TYP. J ~ - V3 - —s 7 t-SJDEirALK IF SPECIFIED IN THE CONTRACT DOCUMENTS. j “ R.- x o jy> j vi/, JJ j ' >, V i 7 * © ®7>"N -A ' ' /O is. ' ' /"_v P-, . ' , ff'A J h ' J, -a- J, , . ,jf ’ - , t „ '•Jfltp, - ■ x ' / / o a. •■“Jf ■*, • ' /-yf , *>*, , ' t A ,**/* t -Atl’ X,^ > - _____ /A ^ S l4 i s> - v____________i___ ^ X Q_ A t cr. Ui to d> Cl |x; 'xT7!/ , i ->-■4, * , -fx' n. 4 ui a; ac h. Cl s. uj tn XT C3 CC CO ',4/ Q a £ -Ck TYPE yPf TYPE 'Df A CURB COMBINATION CURB & GUTTER TO BE USED ADJACENT TO PARKING LOCATIONS DESIGNED FOR PERSONS WITH DISABILITIES © SLOPE GUTTER PAN V PER FOOT TOWARD FLOW LINE ON ALL ROADWAYS INCLUDING SUPERELEVATED SECTIONS. EXCEPT INTERCHANGE RAMPS. (?) PROVIDE KEY AND LONGITUDINAL TIE BAP AS REQUIRED; SEE NOTE A © fi£J4DIMr PAVEMENT CONSTRUCTION JOINT 0 LONGITUDINAL TIE DEVICE *J* BAR MODIFIED (D FLOW LINE (D ROADWAY PAVEMENT SLOPE NOTES A. RIGID PAVEMENT ROADWAY ADJACENT TO COMBINATION CURB AND GUTTER AND CLOSED SECTION ROADWAY USING RIGID PAVEMENTWITH COMBINATION CURB AND GUTTER SHALL BE KEYED AND TIED AT THE ROADWAY PAVEMENT CONSTRUCTION JOINT. REFER TO STANDARD MD 572.61 FOR METHOD OF KEYWAY AND LONGITUDINAL TIE DEVICES. SPACING OF THE TIE BARS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. RIGID PAVEMENT AND CURB SHALL BE CONSTRUCTED AS INDICATED. TIE DEVICES AND KEYS ARE NOT REQUIRED WHEN USING FLEXIBLE PAVEMENT FOR ROADWAY. B. MAXIMUM JOINT SPACING FOR CONCRETE CURB AND COMBINATION CURB A, GUTTER IS US’. SEE SPECIFICATION FOR LOCATIONS AND DESCRIPTION OF TREATMENT FOR THE TYPES OF JOINTS USED. C. TYPE C OR D COMBINA1 ION CURB AND GUTTER SHALL BE USED FOR ALL APPLICABLE NEW CONSTRUCTION AND IN THOSE AREAS WHERE THE COMBINATION CURB AND GUTTER IS TO BE REPLACED IN KIND. D. TYPE C OR D CURB SHALL BE USED FOR THE REPLACEMENT OF LIKE KIND OF CURB ONLY. NOT TO BE USED FOR NEW CONSTRUCTION EXCEPT WHERE INDICATED ON APPROPRIATE INLET STANDARDS. h> vO Lii E d CD qj a* IN PAVEMENT, PATCH IN ACCORDANCE WITH FULL-DEPTH ASPHALT PATCH DETAIL IN LAWN AREA, GRADE 8c SEED TO MATCH EXISTING H (IN.) 12’ OR AS NOTED n 6* VALVE TYPE OF HYDRANT MIN. ON THE DRAWINGS MAX. ANCHORING TEE WITH D.I. ROTATABLE M J GLAND ON PLAIN END BRANCH - GRADE VVVVVVVVVVVVV /Vw U.S. PIPE AND FOUNDRY CO. IB 24 13 HYDRANT TO BE PLUMB- — Vs>x ^VVVX>VxV>>>XV>^>NV>AVV' ////a/ MUELLER COMPANY 1B 24 % % n 'X 17 1/4 23 1/4 KENNEDY VALVE AMERICAN FLOW CONTROL 14 20 £5 >) I TT IT V§Z§X<i OPTION FOR USE OF ANCHORING COUPLING STREAM OUTLET DETECTABLE MARKER TAPE TO RUN CONTINUOUS OVER CONDUIT. MECHANICALLY TAMPED BACK FILL (98% COMPACTION) 0 $ & % I g< g< PAVED SECTION FINISHED GRADE I £5 £5 £5 >> £5 £5 £5 >) 12" OR 13" LONG MECHANICAL JOINT ANCHORING COUPUNG. vX XX CO ro J I VALVE BOX SEE DETAIL W/2.1.— MIN. 6“ ABOVE DRIP OPENING FIRE IA STANDARD F.H. TEE C9 HYDRANT SEE NOTE 2 CONNECT TRACER WIRE TO MJ BOLT OF VALVE, SEE SPECIFICATIONS -tx S CM < r pPOLYETHYLENE ENCASEMENT SEE SPEQR CATIONS K I a TRACER WIRE ON TOP OF PVC PIPE, SEE SPECIFICATIONS 3 STONE DUST ' 1 CONNECT TRACER WIRE TO MJ BOLT OF FIRE HYDRANT, SEE SPECIFICATIONS-------------- E L I WATERMAIN SCHEDULE 40 PVC CONDUIT WITH CONDUCTORS, SEE ELEC. DRAWINGS FOR SIZE AND QUANTITY X J 6* MECHANICAL JOINT VALVE 7“ .O o*. DRIP fO OPENING RESTRAIN ALL JOINTS BETWEEN VALVE AND FIRE HYDRANT, SEE NOTE 3. O l J-I O O*o o * M3 TEE IRICK 7 DIRECTBURIALCONDUITDETAIL 6" MJ VALVE 6" PIPE 0 a/fjoino L ANCHORING COUPUNG OR ANCHORING TEE PER DETAIL B/2.1. — :011202 NOT TO SCALE PLAN MINIMUM 1/3 CUBIC YARD OF WASHED GRAVEL END POLYETHYLENE ENCASEMENT AT BASE ELBOW. DO NOT ENCASE FIRE HYDRANT DRIP OPENINGS. END POLYETHYLENE WITH ADHESIVE TAPE, SEE SPECIFICATIONS. --------- INVERT ELBOW ELEVATION (EE) DESIGNATED ON DRAWINGS.------ NOTES: 1. WHERE INNER DUCT IS CALLED FOR, PROVIDE FABRIC TYPE INNER DUCT BY MAXCELL, SIZE AND QUANTITY AS INDICATED ON ELECTRICAL DRAWINGS. 2. NUMBER OF CONDUITS IN TRENCH VARIES FROM 1 TO 3. MAINTAIN 3-INCH MINIMUM CLEARANCE BETWEEN CONDUITS AND BETWEEN CONDUITS AND OUTSIDE OF TRENCH. NOTES: 1. DO NOT BLOCK FIRE HYDRANT TEE OR FIRE HYDRANT. 2. RESTRAIN ALL JOINTS BETWEEN FIRE HYDRANT TEE AND VALVE, USING ANCHORING TEE OR ANCHORING COUPUNG. HANDBOXSCHEDULE 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. 4. PLACE RESTRAINED JOINT PIPE TAPE ON TOP OF PIPE FROM FIRE HYDRANT TEE TO FIRE HYDRANT FOR RESTRAINED JOINT GASKETS ONLY, SEE SPECIFICATIONS. NOTES: DIMENSIONS 1. DO NOT BLOCK FIRE HYDRANT OR FIRE HYDRANT TEE. 2. FOR RESTRAINING VALVE TO FIRE HYDRANT, SEE DETAIL B/2.1. TYPE BASIS OF DESIGN A B C 49 5/8” 99 QUAZITE STYLE PG, 30”x48”, CAT. NO. PG3048BA36 WITH ANSI 22 LOAD RATING AND EXTRA HEAVY DUTY COVER WITH BOLTS. COLOR IS GREY. 32 1/8 99 A 36 STANDARD DETAIL STANDARD DETAIL JULY 1, 2005 JULY 1, 2005 APPROVED: APPROVED: WASHINGTON SUBURBAN SANITARY COMMISSION WASHINGTON SUBURBAN SANITARY COMMISSION B W * Chief Engineer u 1 METHOD OF RESTRAINING FIRE HYDRANT TO MAIN FIRE HYDRANT SETTING OPEN PAVING SECTION 2.1 8.1 37 5/8 99 QUAZITE STYLE PG, 24”x36”, CAT. NO. PG2436BA30 WITH ANSI 22 LOAD RATING AND HEAVY DUTY COVER WITH BOLTS. COLOR IS GREY. 99 99 B 30 26 Chief Engineer B21 W81 NOTE: DO NOT INCLUDE POLYETHYLENE ENCASEMENT. 8 9iWSSCSTANDARDDETAILW8.1 WSSCSTANDARD 101 202 NOT TO SCALE 101 202 NOT TO SCALE >A 5' -0 10' -0" MINIMUM TO 5' -0 ft 20' -0" MAXIMUM DRIVEWAY WIDTH RESIDENTIAL SIDEWALK MC-110.01 EXPANSION JOINT FOR CONCRETE DRIVEWAY -* GRASS AREA PROPERTY UNE GRASS AREA PROPERTY UNE 7 x 7 UJ 3 UJ 3 D CL W GRASS AREA ■> s a ui w z GRASS AREA ROOFING PAPER (TYP.) ui i l * o J FLOW UNE REVISED JAN 5/96 MONTGOMERY COUNTY DEPARTMENT OF TRANSPORTATION * APPROVED CM SPECIFICATION CATEGORY CODE ITEMS I Maryland Department of Transportation STATE HIGHWAY ADMINISTRATION STANDARDS FOR HIGHWAYS AND INCIDENTAL STRUCTURES STANDARD TYPES C AND D CONCRETE CURB AND COMBINATION CONCRETE CURB & GUTTER DATE (M 602 i I APPROVED RESIDENTIAL DRIVEWAY Q I, DEPT. OF TRA^S. DIRECTOR - OFFICE OF HIGHWAY DEVELOPMENT M DIRE £ ✓ SM APPROVAL * SHA REVISIONS APPROVAL » FEDERAL HIGHWAY ADMINISTRATION n Vi 2-10-04 APPROVAL APPROVAL 3-31-04 STANDARDNO.MC-301.01 4 17 07 REVISED REVISED iU cififp i. REVISED ■egfor DIG* -S£g^lCES REVSED STANDARD NO. MD 620.02-01 Mrcinfe&Bt&n REVSED REVISED Z OF 2 4 CONCRETECURB 5 MCDPW&TSTANDARDNO.MC-301.01(MODIFIED^ 101120; 1011202 NOT TO SCALE SCALE: NOT TO SCALE KS/DN 02/01/10 SB134109CQ0026/69331 PROJECT/W.O. APPROVED BY ms, sponsor ms. MAINTENANCE ENG. OFF. urn FIRE PROTECTION SVS. S.H. & E. DIV. Mm FACILITIES ENGR. OFF. DESIGN PROJ. S Mm PROJECT LEADER Mm DRAWN BY Mm REVISION DESCRTHON BY DATE 01/29/10 9SX CD SET 02/24/10 100% CD SET 03/31/10 ISSUED FOR CONSTRUCTION PROFESSIONALCERTIFICATION *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.” KHKEAST&.HOODCO. Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 AAV A. Morton Thomas and Associates, Inc. Consulting Engineers 12750 TWINBROOK PARKWAY ROCKVILLE:, MD 20852 (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 SITE DETAILS DWG.C-202 SH.NO. OF Z o <N UNE PROPERTY CM O -fx VARES
- 86. 1/8 THICK STEEL PIPE SLEEVE (7/8" I.D.) * 2" LONG MAX. 3/4" HEX. NUT 3/4" HEX. NUT 3/4* • BAR —■ 1/2" -Hh Tn A SLEEVE TO FIT CURVATURE OF BELL GLAND- BELL V////SS 2 + <*- SPIGO* N ^ T t GASKET a 5i a? CROSS SECTION SLEEVE AND BAR ASSEMBLY FINISHED GRADE-----v ■ 8 ye ■ I I 7 5/8* MAX. | | ^ 'A 7 1/8" MIN. K|2 1/8“ * #I 7/8" I. D. STEEL PIPE SLEEVE, SEE CROSS SECTION. VALVE 7 3/8" 1" max: 73 r 2“ 3 1/4" MINIMUM 3 3/8 ” MAXIMUM 00 r^r-i 7‘ MAX g I F A SPIGOT o ¥ U1 PIPE <e(A CM £ Q. 0. I COVER 1/4" 3/4" 0 BARS, THREADED 8" MIN. BOTH ENDS. BARS TO BE SYMMETRICALLY PLACED. THE FLANGE SHALL BE LOCATED 8" BELOW TOP OF TOP SECTION & SHALL REST UPON NOTCHED BOARDS (SEE DETAIL BELOW) 15 7/B"MIN I 9 1/2' BORROW AGGREGATE PIPE SIZE W D FINISHED GRADE 4 12 T 11 6 m 10 8 -4r 9 10 -4r 8 12 15 8 18 8 TRENCH BOX AS REQUIRED 8 21 12 24 12 27 12 30 MAXIMUM TRENCH PAY WIDTH (SEE NOTE 4) 36 15 42 15 TRENCH SHEETING WHEN REQUIRED 48 18 ALL DIMENSIONS IN INCHES 7/8" I. D. STEEL PIPE SLEEVE. SEE CROSS SECTION. VALVE-, SPIGOT PIPE 3/4“ 0 BARS, THREADED 8” MIN. BOTH ENDS. BARS TO BE SYMMETRICALLY PLACED. WELDED-ON BOSS WITH MECHANICAL JOINT OUTLET TAPPED FOR 3/4" STUD BOLTS. NOTES: 1. USE MECHANICAL JOINT FITTINGS ONLY. 2. COAT BARS AND APPURTENANCES WITH FIELD APPUED COATING, SEE SPECIFICATIONS. 3. WHEN WELDED-ON BOSS OR WELDED-ON OUTLET IS USED ON 24" AND LARGER DUCTILE IRON PIPE, SEE DETAIL W/3.05, 4. FOR ALTERNATIVE METHOD OF STRAPPING VALVE TO MAIN, SEE DETAIL B/Z3. STANDARD DETAIL APPROVED: *JULY 1» 2005 Chief Engineer v 1 WASHINGTON SUBURBAN SANITARY COMMISSION B METHOD OF STRAPPING VALVE TO MAIN 2.0 NUMBER OF 3/4 # BARS REQUIRED MAX. LENGTH OF SPIGOT PIPE VALVE SIZE Y 24" 2 4' 24- 2 «■ 27" 2 27* 8* 2 10" 27* 4 12’ 27* B 18’ W 8 20* 38’ 12 38* 24’ 18 3or 42* 20 FIRM SUBGRADE NOTES: 1. FOR MAXIMUM ALLOWABLE COVER, SEE DETAIL S/8-1, 2. THE 'W* DIMENSION SHALL BE USED TO CALCULATE MAXIMUM TRENCH PAY WIOTH. 3. THE "W" DIMENSION SHALL NOT BE LESS THAN 8" FOR ALL PIPE INSTALLATION. 4. THE MAXIMUM TRENCH PAY WIDTH EQUALS 2W + PIPE O.D. - OTHERWISE, THE MAXIMUM TRENCH PAY WIDTH IN AREAS 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. STANDARD DETAIL JULY 1, 2005 APPROVED; WASHINGTON SUBURBAN SANITARY COMMISSION M TRENCH DETAIL - FLEXIBLE PIPE GRAVITY PVC SEWER 8.1c jChjBjf^ErjgjrCwBr^ M81 c 12 WSSCSTANDARDDETAILS5.0 01003 NOT TO SCALE NOTE: ALL SECTIONS SHOWN TO BE GRAY. IRON CASTINGS, CLASS NO. 25 ASTM A-48 5 1/4" 3/18" WEIGHT5: UD - IS LBS. TOP SECTION - 52 LBS. BOTTOM SECTION - 48 LBS TOTAL - 115 MINU5 WEIGHT TOLERANCE 556 t t 3 * w 1 V0 T 8 1/4" 1/2* TRENCH WIDTH 10 1/4" PLUS UMMUM B* 2**8’ - #1 OP 02 SOUTHERN (TELLOW) PINE BOARD LOWER SECTION TO REST ON VALVE BONNET UPPER AND LOWER VALVE BOX SECTION STANDARD DETAIL JUNE 17, 2004 APPROVED;, WASHINGTON SUBURBAN SANITARY COMMISSION w ADJUSTABLE VALVE BOX ROUND HEAD SLIDING TYPE 2.1 Chief Engineer 20” SINGLE RECESS METER FRAME AND COVER. SET FLUSH TO FINISHED GRADE. REMOTE READING DEVICE (BY OTHERS) FINISHED GRADE X 5 / PLASTIC METER BOX EXTENSION. IF REQUIRED TO ADJUST METER FRAME AND COVER TO FINISHED GRADE ± / r / X X O l < m DC n LU V o CM LU 30” DIAMETER PLASTIC METER BOX, 30” LENGTH i- < 2” METER (BY OTHERS) dc I LU > o o BORROW AGGREGATE ASTM C33, COARSE AGGREGATE SIZE NUMBER 8_________________ *f- Z) CN i SEE NOTE 3 o 2” SINGLE METER SETTER, SEE NOTE 4 in lu | 12' oo MINIMUM x V a o O VC a 0 o O 0 ° u Q 0 ° LU a Pa a o dO 0 o CL a o o o 2" COMPRESSION CONNECTION (TYPICAL)--------------------------------. 2” TYPE K COPPER (TYPICAL) 2” CORPORATION STOP (AWWA TAPER BY COMPRESSION CONNECTION) ■ o o ? I o J? D odd cl 0 o o o <3 0 O o o o a 0 O 93 °o q OO o o 0 a 0 oo 0 o 0 o 0 a 0 o 0 O a 0 o 0 O a 0 o ° D o 4” RESTRAINED CAP OR PLUG ------------------ o o D 0 o o o 0 o 00% °0 c> D o 0 o a o o D 0 O 0 o 0 o 0 o 0 o 0 o o o o o TO MAINLINE w^terImin INLET OUTLET 7 UNDISTURBED FIRM SUBGRADE OR STRUCTURAL FILL --------------- f L LONG FLANGE THROUGH BOLTS ------- 4" BLIND FLANGE FACED TWO SIDES 4“ DIP, CLASS 53, 5'-0" LONG (FLANGED BY PLAIN-END) 1. METER SETTING FOR NON-TRAFFIC AREAS ONLY, DO NOT LOCATE IN SIDEWALK OR DRIVEWAY, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 2. COMPACT BACKFILL AND AGGREGATE BASE AS STRUCTURAL FILL 3. EXTEND DUCTILE IRON SERVICE OUTLET 3*-0“ MINIMUM BEYOND METER BOX AS SHOWN OR TO THE PROPERTY LINE, WHICHEVER IS GREATER. 4. 2” SINGLE METER SETTER IS COMPLETE ONE-PIECE FACTORY ASSEMBLED, INCLUDING TWO ANGLE BALL VALVES, FITTINGS AND COMPRESSION CONNECTIONS. 5. RESTRAIN ALL PIPE JOINTS ON 4" DUCTILE IRON SERVICE, FROM 4” RESTRAINED CAP OR PLUG AT PROPERTY LINE TO MAINLINE WATERMAIN. 4" BY 2" TAPPING SADDLE (TYPICAL) NOTES: B20 W21 .dwq 10 11 WSSCSTANDARDDETAILS5.0 :01|203 NOT TO SCALE WSSCSTANDARDDETAILS5.0 :01|203 NOT TO SCALE NOTE: IN VEHICULAR TRAFFIC AREAS NOT PAVED, PROVIDE 2’x2'x10 1/2"(H) ENCASEMENT (fc-3000 PS! © 28 DAYS) AROUND THE FRAME. SQUARE CONCRETE WATERTIGHT- CAP OPTION 1 / I I III II o / l cr FINISHED GRADE lO Ml / SEE DETAILS S/5.1 AND S/5.2 FOR CLEANOUT COVER ASSEMBLY A A U'' t f -E-VjY-E 3 IH l TRENCH WIDTH o ill I V) EXPANSION PLUG NOTES: ac a. WATERTIGHT CAP OPTION 2 m 1. EXPANSION PLUG SHALL NOT INTERFERE WITH UD. 2. PLUG FLANGE SHALL BE LARGER THAN PIPE I.D. 3. THREADED COMPONENTS SHALL BE FLATTENDED OR STAKED TO PREVENT DISASSEMBLY. 1? VERTICAL PIPE PLAN VERTICAL PIPE SPIGOT x SPIGOT. 1/8 BEND I B 1/4" ENCASEMENT FLUSH WITH ALL 3 BELLS. FINISHED GRADE OR PAVING (SEE NOTE ABOVE) “II 7 1/2* V MIN. 6", TYP. A r— 4======Ju WYE 8’ n 7 I 1 W rF* V • * ■. VJW 53 N !> V WATERTIGHT PLUG PER SPECS. ALT. BUILDING SEWER LOCATION PIPE & - FITTING PER CODE SHC FLOW 2% I Si P.V.C. SDR 35 OR HEAVIER CLEANOUT RISER (NO OFFSETS) v to is < ’M S N V, s 1 2 $ 2 2 <.2 3* T BELL 2 2 I NON-CORROSIVE EXPANSION PLUG 2 BEDDING UNDER PVC PIPE- CONTINUE UNDER ENCASEMENT 2 dbi z I 2 2 2 2 1/8" BEND 2: SEE NOTE-1 2 SEE NOTE-2 «o 2 o MAINLINE SEWER 2 r n 2 PLUG FLANGE jzzzmL-X WATERTIGHT ADAPTER WHERE REQUIRED z ELEVATION SECTION T z SAND CUSHKM 2 9 z WUmC AREAS ONLY V Z -14----------------- 2 * W Lx --T4 u Z 4 4 4 -I 2 a 'A NOTES: L J *— •4 A*' 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. 3. VERTICAL RISER AND 1/8 BEND SHALL BE SAME DIAMETER AS HORIZONTAL SHC PIPE. 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. A) JOB SITE PRECAST SHALL BE CURED AT LEAST 7 DAYS BEFORE INSTALLATION. B) APPROVED MANUFACTURER^ PRECAST SHALL BE CURED AT LEAST BOX OF REQUIRED STRENGTH BEFORE DELIVERY. 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. 7. ALL HOUSE CONNECTION RENEWALS WILL BE TERMINATED IN ACCORDANCE WITH DETAIL S/5.0. * O » WSSC SERVICE CONNECTION ^ 3/B a ALT. BUILDING SEWER LOCATION 1 AT * 3000 pel CONCRETE PAD 20" DIAMETER FOR PAVED AREAS. PVC WYE ENCASED IN CONCRETE. SEE DETAIL S/6.8 FOR ADDITIONAL INFORMATION 6" 0 o 8 1/2" S 1/2" ifift—* a. 9" **• * / *. ^ *0 A A S A 4* PIPE * -■.* ELEVATION 4 s PVC CLEANOUT RISER. FOR ------------------------------------ ADDITIONAL INFORMATION. SEE DETAJL/5.0. 2 2 N 4 6" MIN GRAVEL BEDOING FOR ALL OTHER AREAS. SECTION A-A STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL CCIA/FQ HOUSE CONNECTION TERMINATING AT THE PROPERTY LINE JULY 1, 2005 JULY 1, 2005 JULY 1, 2005 APPROVED: APPROVED: WASHINGTON SUBURBAN SANITARY COMMISSION WASHINGTON SUBURBAN SANITARY COMMISSION APPROVED: WASHINGTON SUBURBAN SANITARY COMMISSION s s ' Chief Engineer U * s • Chief Engineer n ( STANDARD CLEANOUT INSTALLATION CLEANOUT COVER ASSEMBLY FOR 4" CLEANOUTS 5.0 5.1 6.8 Chief Engineer S5D S51 S68 15 13 14 WSSCSTANDARD DETAILS5.0 WSSCSTANDARD DETAILS5.0 WSSCSTANDARDDETAILS5.0 I01Q03 NOT TO SCALE :01|203 NOT TO SCALE :01|20J NOT TO SCALE STANDARD DETAIL JULY 1, 2005 APPROVED: WASHINGTON SUBURBAN SANITARY COMMISSION W * Chief Enain^lr • 2" METER SETTING 5.9 FOR 4" SERVICE W59 16 WSSCSTANDARDDETAILW5.9 1011205 NOT TO SCALE KS/DN 02/01/10 SB134109CQ0026/69331 PROJECT/W.O. APPROVED BY DESIGN PROJ. S 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 MSS. REVISION DESCRTHON BY DATE 01/29/10 9SX CD SET 02/24/10 100X CD SET 03/31/10 ISSUED FOR CONSTRUCTION PROFESSIONALCERTIFICATION "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." KHKEAST&.HOODCO. Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 4vfT A. Morton Thomas and Associates, Inc. Consulting Engineers 12750 TWINBROOK PARKWAY ROCKVILLE:, MD 20652 (301) 881-2545 FAX: (301) 881-0814 EMAIL: AMT1 OAMTENGINEERING.COM NIST FOROFFICIALUSEONLY U.S.DEPARTMENTOFCOMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION NETZEROENERGYRESIDENTIALTESTFACILITY SITEDETAILS DWG.C-203 SH.N0. OF TEE, CROSS OR MAINLINE PIPE WITH WELDED-ON OUTLET PIPE EMBEDMENT ZONE LJ T J CL 1U 0. SI 2 ll o 1= CL o 3 ,9 1-0" no * .4 * * •* • * . H -k* V ’ . . v . * • .* * '• • * * ’ -I * -v * ► « . fc .* t-. he. W 4 4 4 O 4 . b •' . 4 & m. * ’ ’1 Q. , f C l . t '4 * ’’ r 4* * A* 4 ' * V • 4 h -A ‘ fc* * ► *. • *. * v > «.. • h.- % 4 i i** • ■ r .. ■ . » " 4 4 FINAL BACKFILL ZONE MAINLINE DUCTILE IRON PIPE 24" OR LARGER WITH WELDED-ON BOSS 4 TRENCH ZONE 4’—0” MINIMUM COVER AT THE PROPERTY LINE
- 87. 464 464 PROPOSED GRADE EXISTING GROUND > FFE=461,5 A / 460 460 / / EX MH / / 456 456 / CLEANOUT* TYPICAL / EXISTING TOP=453.11 / I I 452 452 I BFE=451.34 I I CLEANOUT, TYPICAL I I PROPOSED STORM DRAIN I I I I f I I I 4” PVC SANITARY LATERAL © 1.04% I I I I I I l.I 448 I I I I I I 1+02 45* BEND INV. 447.28 I in . 0+81. 45*. BEND INV. 447.05 * v^_0+08 45“ BEND INV.-446.27 ^-0+04:45* BEND INV. 446.23 -INV. 446.19 LYJ 444 PROPOSED GRADE UG EXISTING GROUND -— $” PVC PERFORATED ■/ PIPE .-r-a . ''—INV. 448.2 — 1+91 45* BEN INV. 448.22 1+88 45* BEND INV, 448.19 SANITARYSEWERPROFILE WATERPROFILE HORIZONTAL-1 ”=20’ VERTICALL: 1”=2’ HORIZONTAL: 1 ”=20’ VERTICAL: 1”=2’ KS/DN 02/01/10 SB134109CQ0026/69331 PRQJECT/V.Q. APPROVED BY DESIGN PROJ. U 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 MSS 464 * <NFFE=461.5 A 460 456 452 BFE=451.3^ 448 444 (3) 3” PVC CONDUIT 1+00 • INV. 451:66 0+50 INV. 450.12 ft /—-d+08 ■ 4”x3” REDUCER "—o+06 ; 2” -WATER METER 0+04; ; 4” PIV 448 448 o+oo ‘ ........................... ’ 12"x4" TEE CONNECT TO EX. WATER 444 444 REVISION DESCMPHON BY DATE 01/29/10 9SX CD SET 02/24/10 100% CD SET 03/31/10 ISSUED FOR CONSTRUCTION PROFESSIONALCERTIFICATION *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." 20’ 10’ 0’ 20’ 40’ 1”=20’ KHKEAST&HOODCO. 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 FOROFFICIALUSEONLY U.S.DEPARTMENTOFCOMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION NETZEROENERGYRESIDENTIALTESTFACILITY UTH1TYPR0FHES DWG.C-301 SH.NO. OF TEST PIT REQUIRED TO DETERMINE ACTUAL LOCATION o CO CS| cn in co co + + + ^-.eo ci ^ CJi + < co in o m W j . 3.5’ MAINTAIN ±2.Q’ MIN. COVER PROVIDE 1.0’ MIN. ; CLEARANCE / MIN. ,0*L h- 2+11 2+00 1+00 00+0 1+96 1+00 0+00
- 88. li> 1 o REVISION DESCRIPTION BY DATE < “0 W' w w w 01/29/10 NO 95X CD SET CONCRETE WALK o Cn 02/24/10 100X CD SET 53.507 1 453.26 453.73 454.05 453.59 452.85 4 03/31/10 0 ISSUED FOR CONSTRUCTION CONCRETE CURB LEGEND 04 o WESTDRIVE Cn >£n___ -N -N Cn cn Cn cn LOD N LIMIT OF DISTURBANCE 0j 0J 40 20 ~--453^ /N NO O CO 0 oo I 4 X O ASPHALT PAVEMENT x 0 Cn SF- 30” SILT FENCE >: RCP RCP 12 a o 0 CONCRETE CURB O T SSF N SUPER SILT FENCE -/ -V / N 452.82 453.05 t .70 453i 5^JGE / / UGE UGE UGE UGE UGE UGE x UGE UGE UGE UGE UGE U U PROFESSIONALCERTIFICATION -A r / >. 452.50 453.13 451 96 i 453.81 to STABILIZED CONSTRUCTION ENTRANCE ■0 IY£& S I Cn x o 0^ JGSN 0016’2/1" WJSS JSS JSS jsa JSS __ JCC "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.” BM# 2 SQUARE CUT ON LIGHTPOLE BASE 262.19 cn LI Nxl CURB INLET PROTECTION ) 0I / Vc cn // M O' 7 o 4^ o ( N> CO <o / CW <v ELEV. = 453.99 / Q i 0> / / 03 i / Q / / N3 > l ! / > ( T) ^ ) i i / TJ / /> f ( 7 / X / ----• l Cn // L / X I o "—t 0 ' Cj4 X o / I > NO I L X V X 0 / / / I CD / / I i / / x / / K / ::0n / Cn > c. / i cn // i N3 O 0 .00 11 > TJ !/ NO 2U u X X / To / 00 “0 / / 04 0 l o / NO / NU A TJ 0 I -N // >< N---- / I' 0 < “0 -1 / "0 / 1 KD O / i u i ! C 0 / x / C0 > *'— 0 / “0 I & 00 a; P? CO )) CD 12 RCP I O M 0 00y I L ■%c- o 0 I L Q01/ -s- fo v-V 4^ 66 0 i 6 !SF SSI SSFs F xr: cC / ?°7 04 .N -4J 5— 1 CO GO O $SSc- ( f ^56- 4^ STANDARD STABILIZATION NOTE < L SCE cn 70 y Cn 53 J >Gj O' ¥o O S' ^0 v S' / • hO )) 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. AO A TJ S co T V O V XL Tv UGE IGE o -F o cn r- w X 1/' / ^ o O i D 7T UG CD 4-° X i / / O OJr / i o [ 4^ I CG O cn I 0 o Cn, O X / O' V 458^ / / / T v / / 7 l A- o / > L 00 " ^ 0. / / / cn / 0 20 / 0 / X / 0 X NO V > o' 455- VT<x X 0 < I nn>cn v w O n nn OWNER’S/DEVELOPER’SCERTIFICATION > > r—" l / 7 / ttU C O 0 0 r cs l/WE HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION, AND OR DEVELOPMENT WILL BE DONE PURSUANT TO THIS PLAN AND THAT ANY 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.” 4^ 0 Urt / cn cn v 2U / I - // 59.0 ^-0 LT> / 0 •k C CD X / CM 59.0 CJ O X / X O ± 00 / o Q "05 7.^ CO X in e o Os 0 cn i i - cn 0 ^ o 59.4 h • "I 00 cn 590 & cn O cn X 3 ’ ca X 4^ N3 3 X i C 7 cn IP •NO cn 0 ^n o GAR=459.0 oo X X I—y O 0^1 O 59.2 / 0 cn 0 co 0 / 0 / / / 0 o 0 / / / SIGNATURE DATE / 0 hJJ/ CD 0 0 0 / / / / CM 0 I 0 60.4 o / / / / 0 0 / .5j i a 0 I / / / 8E ___n XU N / __ — I 1 X 1 / / / (O S ^3 X 60 65 O y i 0 / / 0 cn i—y 0 i PRINTED NAME AND TITLE REGISTRATION NUMBER i O i o i i 0 0 >■61.5< 0 3 / / !ZH X" 0 I D i i i / 0 w CD n ; - 1 / i 0 > 0 / 61 49 V i 4-------- 0 Q 0 1.31 x i / / 1 ±1 O CO I / o ho 0 I 0 N I I I Cm />■ 0 X X 1 X o X O CO CJi X 0 0 0 0 cn 0 r-x 0 DESIGNCERTIFICATION Vi 0 l / 0 O' DO o 0 o / / 4c 0 0 51.5 I HEREBY CERTIFY THAT THIS PLAN HAS 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. 3 s 0 / o / cn & 0 FFE=461.5 BFE=451.34 / / W4 o 0 OD 4^ cn 0 / / // 20’ 10’ 0’ 20’ 40’ 0 cn / 0 0 / / 0 0 V) •DO 61.5 0 / /( 0 4^ / 0 ^ Q 00 O 1”=20* / / 07 0 / xfii 0 / Do / / 0 0 / / 0 < / ^ ~~QQ^ 0 / / / / / 0 07 C0 / 0 / 7 1.0 *5 / / 0 X FT X / I X O Ifrhe 4 0 ■64-r#- I lu n 0 DESIGN ENGINEER SIGNATURE DATE l o i 7 s I 3 o / AI 7 nil ,V6CT760 X I X X I / I X D X X 0 I X X n i cn X X >1 / X 0 KEAST&.HOODCO. x X X / I I I X I PRINTED NAME REGISTRATION NUMBER / i i X I -J ~ r@SL‘L-t __ _ O i 0 i i L 0 Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 / L*=t / o / W I X / X I I / I I L X C/I-' 461 1 / X V I I I I X X / X X X X V Q 0 N Q R FI^Q^UEiB X X am am / / / / J L / / / / / o to i 5! X >1^ / 0 X X J 452.02 '• i 453.1.3C " 0 X 0 452.6/ / % 0 ai 0 + X ( LOD LOD LOD LOD ^LOD cn t X X - D/FA/Tj4 a cn X 3p^g cn -ug2cj/fa^t aM. X I O IO OAKS 0D—■ / >co I 0 0’ >V9 0 UG NJ 0 7 / cn / X X -LOD- 0. CO KIM 0 LOP- cn X f-uoa X LOD J LOD c mi 1 CD v X / 00 07 CD / 0 ho I l I 0 / / / / l I i I 0 / 0 / 0 03 / / / / 0 / 22- / 71 I 0 /MT li(/ / I I / / 0 / I cn 0 / i (/(> i / 0 i r 0 / / I 0 / i •A </T=t / / / 0 / / / 0 '"-"SL176 ----- I $ CO 0 I I W„. / / 0 i / 0 45f.66'0~UV^'Z: 3 UGE UGE 0 0F4 / 0 i 0 / ; X I C0 LOD 0 / I O OD : / / I 0 I co l l / DV OQ‘13’59 299.78 f> i i E 0 A. Morton Thomas and Associates, Inc. Consulting Engineers 12750 TWINBROOK PARKWAY ROCKVILLE, UD 20852 (301) 881-2545 FAX:(301) 881-0814 EMAIL: AMT10AMTENGINEERING.COM VO -A s £ X - d O o I ^1(504-4 . ' / 5 2 P/r 6 PVC © OD „M) lio ■ / € 0 4^ O / + 4^ / on l X“ .V / o / fi / CU cn o i i 450.89 3 -D / 4^ I 03 / © 4^ 03 03 03 451.09 22- / 451.63 451.45 -L4.51.96 cn 452.06 o Du Du 22- 03 I X I CONCRETE 0) 1 CO -0 .V 0 i to Cxi 0 GD JQ 0 I Cn CD 0 0 452.30 o CD NIST 1 03 Cn i xfi LSfi-OS 3"------ Q O cr © O 452.11 451.71 X STM i c & o NORTH STM l X. I STM i STIM X CD STM .v cn X m LOP M X I W A. w —w I w X I w w X / -G X J-G (n G G G g-4 4 G G VG ■0"G I / X (/) 3 CAP i )b 3 w FOR OFFICIAL USE ONLY w---- I w 0 W0 Wl u LO bA 0 W -^K'l 001 CD 1 am £ n U7 4^ / 2>o oo TO O ; 22- cn NU U.S. DEPARTMENT OF COMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION / cn CU a 01 UGI UGEt UGE UGE UGE- UGE <r> r T J >o^7 —c Cn 0 I GU NO 4^ I cn L(l)b IQ NU CD 7 -LOD > 0 TP LOD LOO Q cn O i V) goQ —X ST I (/) / I NET ZERO ENERGY RESIDENTIAL TEST FACILITY x; / DC~/ / 00 / I / / i / X THISPLANISFOREROSIONScSEDIMENTCONTROLPURPOSESONLY. 70 On D 0 -N / Cn O on / L, I EROSION & SEDIMENT CONTROL PLAN NO' i / NU NO o c. N ; “0 X -N / l x i CJi V i I I 2U i I i i DWG.C-401 KS/DN 02/01/10 SB134109CQ0026/69331 SH. NO. OF PROJECT/W.O. APPROVED BY DESIGN PROJ. £ am. sponsor am MAINTENANCE ENG. OFF. am FIRE PROTECTION SVS. am S-H- & E- Dlv- am FACILITIES ENGR. OFF. am PROJECT LEADER am DRAffN BY am
- 89. REVISION DESCRTHON BY DATE 01/29/10 9SX CD SET SILT FENCE DETAIL 33 - SUPER SILT FENCE 02/24/10 DETAIL 22 - SILT FENCE DETAIL 23A - STANDARD INLET PROTECTION 100X CD SET SILT FENCE DESIGN CRITERIA (MAXIMUM) SLOPE LENGTH 03/31/10 ISSUED FOR CONSTRUCTION (MAXIMUM) NOTE: FENCE POST SPACING SHALL NOT EXCEED 10’ CENTER TO CENTER 36” MINIMUM LENGTH FENCE POST, DRIVEN A MINIMUM OF 16* INTO GROUND J1 10' MAXIMUM CENTER TO CENTER- f SLOPE STEEPNESS EDGE OF ROADWAY OR TOP OF EARTH DIKE 2” X 4" FRAMING T FLATTER THAN 50:1 UNLIMITED UNLIMITED 34” MINIMUM 6” MINIMUM l 16” MINIMUM HEIGHT OF GEOTEXTILE CLASS F 1,000 FEET 125 FEET '7/ 50:1 TO 10:1 -TOP ELEVATION GROUND ' SURFACE OTCH ELEVATION 10:1 TO 5:1 100 FEET 750 FEET / 8” MINIMUM DEPTH IN GROUND FLOW FLOW / 36” MINIMUM 60 FEET 5:1 TO 3:1 500 FEET FLO FLOW * i PROFESSIONALCERTIFICATION FLOW t NAILING 40 FEET 250 FEET 3:1 TO 2:1 21/2" DIAMETER GALVANIZED OR ALUMINUM POSTS TRIP CHAIN LINK FENCE WITH 1 LAYER OF FILTER CLOTH FLOW FLOW 20 FEET 125 FEET 2:1 AND STEEPER ■— 8” MINIMUM EXCAVATE, BACKFILL AND COMPACT EARTH o ”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." > 36” MINIMUM FENCE POST LENGTH PERSPECTIVE 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. NOTE: POST DRIVEN INTO GROUND VIEW CHAIN UNK FENCING FILTER CLOTH - FENCE POST SECTION MINIMUM 20" ABOVE GROUND STANDARD SYMBOL ' FLOW FILTER CLOTH 34” MINIMUM WIRE MESH Ed GEOTEXTILE CLASS E FLOW 16" MIN. 1ST LAYER OF FILTER CLOTH * □ SIP UNDISTURBED GROUND EMBED FILTER CLOTH 8” ----T MINIMUM INTO GROUND U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE PAGE E - IS - 3A MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION IE MAX. DRAINAGE AREA = 1/4 ACRE EMBED GEOTEXTILE CLASS F A MINIMUM OF 8” VERTICALLY INTO THE GROUND - FENCE POST DRIVEN A MINIMUM OF 16” V INTO THE GROUND TOP VIEW STANDARD SYMBOL ' CONSTRUCTION SPECIFICATIONS ♦IF MULTIPLE LAYERS ARE REQUIRED TO ATTAIN 42” POSTS SSF 1. EXCAVATE COMPLETELY AROUND THE INLET TO A DEPTH OF 18“ BELOW THE NOTCH ELEVATION. CROSS SECTION SECTION B CONSTRUCTION SPECIFICATIONS >------------------------ 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. SECTION A STAPLE 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. 1. STANDARD SYMBOL / STAPLE SF JOINING TWO ADJACENT SILT FENCE SECTIONS SUPER SILT FENCE 2. 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. DESIGN CRITERIA CONSTRUCTION SPECIFICATIONS 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. 3. FILTER CLOTH SHALL BE FASTENED SECURELY TO THE CHAIN UNK FENCE WITH TIES SPACED EVERY 24" AT THE TOP AND MID SECTION. 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. SLOPE STEEPNESS SLOPE LENGTH (MAXIMUM) SILT FENCE LENGTH (MAXIMUM^ 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. FILTER CLOTH SHALL BE EMBEDDED A MINIMUM OF 8” INTO THE GROUND. 4. 5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6” AND FOLDED. 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: 0 - 10% 0 - 10:1 UNUMITED UNLIMITED 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 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. 50 Ibs/in (min.) 20 Ibs/in (min.) 0.3 gal ft/minute (max.) 75% (min.) TENSILE STRENGTH TENSILE MODULUS FLOW RATE FILTERING EFFICIENCY Test: MSMT 509 Test: MSMT 509 Test: MSMT 322 Test: MSMT 322 10 - 20% 10:1 - 5:1 200 FEET 1,500 FEET 7. 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: 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. 20 - 33% 5:1 - 3:1 100 FEET 1,000 FEET 3. WHERE ENDS OF GEOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE OVERLAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS. 33 - 50% 3:1 - 2:1 100 FEET 500 FEET 50 Ibs/in (min.) Ibs/in (min.) 0.3 gal/ftz/minute (max.) Tensile Strength Tensile Medutoate Filtering Efficiency Test: MSMT 509 Test* MSMT 509 Test MSMT 322 Test MSMT 322 7. THE STRUCTURE MUST BE INSPECTED PERIODICALLY AND AFTER EACH RAIN AND THE GEOTEXTILE REPLACED WHEN IT BECOMES CLOGGED. 20 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. 50% + 2:1 + 50 FEET 250 FEET 75% (min.) U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE PAGE H - 26 - 3A MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE PAGE E - 15 - 3 MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE PAGE H - 26 - 3 MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE PAGE E - 16 - 5 MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION DETAIL 23C - CURB INLET PROTECTION (COG OR COS INLETS) DETAIL 24 - STABILIZED CONSTRUCTION ENTRANCE DETAIL 23B - AT GRADE INLET PROTECTION 23.0 STADARDS AND SPECIFICATIONS DETAIL 31 TREE PROTECTION FOR 3* MOUNTABLE BERM (6” MIN.) TREE PROTECTION 50* MINIMUM SANDBAG OR ALTERNATE WEIGHT 1m NOTE: ALL PROTECTIVE FENCING SHALL EXTEND BEYOND THE TREE DRIPUNE >:1 X PAVEMENT C SHRUB! 2* MINIMUM LENGTH OF 2" X 4" SNOW FENCE 6* MAXIMUM SPACING OF 2” X 4” SPACERS 3/4” - 11/2" STONE ------- EXISTING EARTH FILL PIPE AS NECESSARY T 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. ** GEOTEXTILE CLASS *C* OR BETTER Mr 2” X 4” ANCHORS MINIMUM 6" OF 2"-3" AGGREGATE OVER LENGTH AND WIDTH OF STRUCTURE PROFILE 2” X 4” WEIR 3/4 *-1 1/2 "HS30Q FILTER CLOTH A ■-EXISTING GROUND 3/4"—1 1/2" STONE j A ■ L • GEOTEXTILE CLASS E 2” X 4* SPACER WIRE MESH TO STORM DRAIN ■A. m 2. BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS. i . > * ir ir >9i ' A * * 50* MINIMUM LENGTH 1 ir 3. 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. ♦ T NOTE: ALL PROTECTIVE MEASURES SHALL EXTEND BEYOND THE TREE DRIPUNE 6” ir 1 FENCING 10* MIN. ir ■L7 FILTER CLOTH 6 w, 2” X 4” SPACER ItMPQRARY AND PERMANENT MEASURES WIRE MESH f 2” X 4’ WEIR EXISTING PAVEMENT 4 ■LbrnJ PLAN/CUT AWAY TREE TRUNKS AND EXPOSED ROOTS AND LIMBS DAMAGED DURING EQUIPMENT OPERATIONS WILL BE CARED FOR AS PRESCRIBED BY A FORESTER OR LICENSED TREE EXPERT. 4. 10* MIN. 10’ MINIMUM WIDTH VIEW STANDARD SYMBOL dU. MAX. DRAINAGE AREA - 1/4 ACRE CIP T*V V? sttYytJ ORIGINAL GRADE WOOD CHIPS WHEN SPREAD TO A 4” DEPTH CAN BE USED IN WOODED SITES TO HELP PREVENT SOIL COMPACTION AND DAMAGE TO TREES. 5. 6 10’ MIN. PLAN VIEW STANDARD SYMBOL T -»j 6” 6" 3/4" - 11/2" STONE 1 FINAL GRADE----- rzc CONSTRUCTION SPECIFICATIONS 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. 6. SCE 6" ORIGINAL GROUND SURFACE A 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. FINAL • GRADE 1. INLET GRATE FILL AREAS CUT AREAS CONSTRUCTION SPECIFICATION GEOTEXTILE CLASS E 2. 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. LENGTH - MINIMUM OF 50’ (*30* FOR SINGLE RESIDENCE LOT). WIDTH - 10’ MINIMUM, SHOULD BE FLARED AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS. 1. 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. WIRE TIES ■6” OVERLAP 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). 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. THE ASSEMBLY SHALL BE PLACED SO THAT THE END SPACERS ARE A MINIMUM 1* BEYOND BOTH ENDS OF THE THROAT OPENING. 3. 2. 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. 3. 4. CROSS SECTION STANDARD SYMBOL MAX. DRAINAGE AREA - 1/4 ACRE DRY y 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. □ AGIP 4. V. WELL 5. y 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. y y KEAST&HOODCO. y y 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. 8. DURING THE FIRST TWO SUMMERS FOLLOWING CONSTRUCTION, IT IS DESIRABLE THAT THE TREES RECIEVE ADEQUATE AMOUNTS OF WATER. 6. CUT y CONSTRUCTION SPECIFICATIONS y CUT. Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 y FILL y y FILL 1. LIFT GRATE AND WRAP WITH GEOTEXTILE CLASS E TO COMPLETELY COVER ALL OPENINGS, THEN SET GRATE BACK IN PLACE. EXCESSIVE CUT AND FILL WILL KILL THIS TREE ■RETAINING WALL 6. 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. 7. THIS TYPE OF PROTECTION MUST BE INSPECTED FREQUENTLY AND THE FILTER CLOTH AND STONE REPLACED WHEN CLOGGED WITH SEDIMENT. 2. PLACE 3/4” TO 11/2" STONE, 4”-6” THICK ON THE GRATE TO SECURE THE FABRIC AND PROVIDE ADDITIONAL FILTRATION. IMPROPER PROCEDURE PROPER PROCEDURE 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 F - 17 - 3 MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE 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 U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE PAGE E - 16 - 5A MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE PAGE E - 16 - 5B 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 FOROFFICIALUSEONLY U.S.DEPARTMENTOFCOMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION NET ZERO ENERGY RESIDENTIAL TEST FACILITY EROSIONANDSEDIMENTCONTROLSHALLBESTRICTLYENFORCED. THISPLANISFOREROSION&SEDIMENTCONTROLPURPOSESONLY. EROSION k SEDIMENT CONTROL DETAILS DWG,C-402 KS/DN 02/01/10 SB134109CQ0026/69331 SH.N0. OF PROJECT/W.O. APPROVED BY DESIGN PROJ. U J2AXEL sponsor Mm MAINTENANCE ENG. OFF. n FIRE PROTECTION SVS. S.H. & E. DIV. Mm FACILITIES ENGR. OFF. Mm PROJECT LEADER Mm drawn by Mm
- 90. REVISION DESCRTHON BY DATE STANDARDEROSIONANDSEDIMENTCONTROLNOTES STANDARDSANDSPECIFICATIONSFORDUSTCONTROL 01/29/10 9SX CD SET 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 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. 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. 1. 02/24/10 10QXCD SET 03/31/10 ISSUED FOR CONSTRUCTION 2. THE CONTRACTOR MUST PROVIDE CLEAN WATER, FREE FROM SALT, OIL AND OTHER DELETERIOUS MATERIAL TO BE USED FOR ON-SITE DUST CONTROL. 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 ADMINISTRATION, SHALL BE REQUIRED TO HOLD A PRE-CONSTRUCTION MEETING BETWEEN PROJECT REPRESENTATIVES AND A REPRESENTATIVE OF WMA. 2. THE CONTRACTOR MUST NOTIFY WMA IN WRITING AND BY TELEPHONE AT THE FOLLOWING POINTS: THE REQUIRED PRE-CONSTRUCTION MEETING. FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES. 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. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL STRUCTURE(S). PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES. PRIOR TO FINAL ACCEPTANCE. 3. THE CONTRACTOR SHALL SUPPLY WATER SPRAYING EQUIPMENT CAPABLE OF ACCESSING ALL WORK AREAS. 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. 4. A. B. C. 5. 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. PROFESSIONALCERTIFICATION A. D. B. E. C. F. *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." 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 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 DEVICES AND SHALL NOT REMOVE ANY EROSION OR SEDIMENT CONTROL MEASURE WITHOUT PRIOR PERMISSION FROM WMA INSPECTOR AND AGENCY INSPECTOR. THE CONTRACTOR MUST OBTAIN PRIOR AGENCY AND WMA APPROVAL FOR CHANGES TO THE SEDIMENT CONTROL PLAN AND / OR SEQUENCE OF CONSTRUCTION. 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. 6. A. B. 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. SECTIONI-VEGETATIVESTABILIZATIONMETHODS ANDMATERIALS A. SITE PREPARATION SECTIONI-VEGETATIVESTABILIZATIONMETHODS ANDMATERIALS METHODS OF SEEDING 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. 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 STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES, AS SOON AS POSSIBLE BUT NO LATER THAN SEVEN (7) CALENDAR DAYS AFTER ESTABLISHMENT. ALL AREAS DISTURBED OUTSIDE OF THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION. (REQUIREMENT FOR STABILIZATION MAY BE REDUCED TO THREE (3) DAYS FOR SENSITIVE AREAS.) 7. THE CONTRACTOR SHALL APPLY SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES TO ALL DISTURBED AREAS AND STOCKPILES WITHIN FOURTEEN (14) CALENDAR DAYS AFTER STRIPPING AND GRADING ACTIVITIES HAVE CEASED IN THE AREA. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION. (REQUIREMENT MAY BE REDUCED TO SEVEN (7) DAYS FOR SENSITIVE AREAS.) 8. PRIOR TO REMOVAL OF SEDIMENT CONTROL MEASURES, THE CONTRACTOR SHALL STABILIZE AND HAVE ESTABLISHED PERMANENT STABILIZATION FOR ALL CONTRIBUTORY DISTURBED AREAS 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 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 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 ALLOW. E. INSTALL EROSION AND SEDIMENT CONTROL STRUCTURES (EITHER TEMPORARY OR PERMANENT) SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, BERMS, WATERWAYS, OR SEDIMENT CONTROL BASINS. L APPLY SEED UNIFORMLY WITH HYDROSEEDER (SLURRY INCLUDES SEED AND L HYDROSEEDING: FERTILIZER), BROADCAST OR DROP SEEDER, OR ACULTIPACKER SEEDER. iL PERFORM ALL GRADING OPERATIONS AT RIGHT ANGLES TO THE SLOPE. FINAL GRADING AND SHAPING IS NOT USUALLY NECESSARY FOR TEMPORARY SEEDING. 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. 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. a. iik SCHEDULE REQUIRED SOIL TESTS TO DETERMINE SOIL AMENDMENT COMPOSITION AND APPLICATION RATES FOR SITES HAVING DISTURBED AREA OVER 5 ACRES. b. SOIL AMENDMENTS (FERTILIZER AND LIME SPECIFICATIONS) B. L SOIL TESTS MUST BE PERFORMED TO DETERMINE THE EXACT RATIOS AND APPLICATION RATES FOR BOTH LIME AND FERTILIZER ON SITES HAVING DISTURBED AREAS OVER 5 ACRES. SOIL ANALYSIS MAY 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. SEED AND FERTILIZER SHALL BE MIXED ON SITE, AND SEEDING SHALL BE DONE IMMEDIATELY WITHOUT INTERRUPTION. c. 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. 9. 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 APPROVAL FROM THE APPROPRIATE APPROVAL AUTHORITY. FERTILIZERS SHALL BE DELIVERED TO THE SITE, FULLY LABELED ACCORDING TO APPLICABLE STATE FERTILIZER LAWS AND SHALL BEAR THE NAME, TRADE NAME OR TRADEMARK, AND WARRANTY OF THE PRODUCER. iL DRY SEEDING: THIS INCLUDES USE OF CONVENTIONAL DROP OR BROADCAST SPREADERS. 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 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 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 BE PROVIDED AT POINTS OF CONCENTRATED FLOW WHERE EROSION IS LIKELY TO OCCUR. 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. a. 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. INCORPORATE LIME AND FERTILIZER INTO THE TOP 3 - 5 INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. b. WHERE PRACTICAL, SEED SHOULD BE APPLIED IN TWO DIRECTIONS PERPENDICULAR TO EACH OTHER. APPLY HALF THE SEEDING RATE IN EACH DIRECTION. iik 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. iii. DRILL OR CULTIPACKER SEEDING:MECHANIZED SEEDERS THAT APPLY AND COVER SEED WITH SOIL. 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 CONVERTED TO THE PERMANENT CONFIGURATION WITHIN THIS TIME PERIOD AS WELL. 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. a. iik 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. b. WHERE PRACTICAL, SEED SHOULD BE APPLIED IN TWO DIRECTIONS PERPENDICULAR TO EACH OTHER. APPLY HALF THE SEEDING RATE IN EACH DIRECTION. C. SEEDBED PREPARATION i. TEMPORARY SEEDING MULCH SPECIFICATIONS (IN ORDER OF PREFERENCE) F. 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. 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. a. 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. 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. WOOD CELLULOSE FIBER MULCH (WCFM) II. 16. THE WMA INSPECTOR HAS THE OPTION OF REQUIRING ADDITIONAL SAFETY OR SEDIMENT CONTROL MEASURES, IF DEEMED NECESSARY. WCFM SHALL CONSIST OF SPECIALLY PREPARED WOOD CELLULOSE PROCESSED INTO A UNIFORM FIBROUS PHYSICAL STATE. b. APPLY FERTILIZER AND LIME AS PRESCRIBED ON THE PLANS. 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. INCORPORATE LIME AND FERTILIZER INTO THE TOP 3” TO 5” OF SOIL BY DISKING OR OTHER SUITABLE MEANS. c. 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. 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. iL PERMANENT SEEDING 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. WCFM, INCLUDING DYE, SHALL CONTAIN NO GERMINATION OR GROWTH INHIBITING FACTORS. c. MINIMUM SOIL CONDITIONS REQUIRED FOR PERMANENT VEGETATIVE ESTABLISHMENT: a. 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. d. 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. 1. SOIL pH SHALL BE BETWEEN 6.0 AND 7.0. SOLUBLE SALTS SHALL BE LESS THAN 500 PARTS PER MILLION (PPM). 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. SOIL SHALL CONTAIN 1.5% MINIMUM ORGANIC MATTER BY WEIGHT. 2. 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. 3. WCFM SHALL CONTAIN NO ELEMENTS OR COMPOUNDS AT CONCENTRATION LEVELS THAT WILL BE PHYTO-TOXIC. e. 22. SEDIMENT CONTROL FOR UTILITY CONSTRUCTION FOR AREAS OUTSIDE OF DESIGNED CONTROLS OR AS DIRECTED BY ENGINEER OR WMA INSPECTOR: CALL ”MISS UTILITY" AT 1-800-257-7777 48 HOURS PRIOR TO THE START OF WORK. EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH. 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; TEMPORARY SILT FENCE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED AREA INTENDED TO REMAIN DISTURBED FOR MORE THAN ONE DAY. A. 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. f. B. 4. C. 5. SOIL MUST CONTAIN SUFFICIENT PORE SPACE TO PERMIT ADEQUATE ROOT PENETRATION. D. NOTE: SPECIES OF GRASS IS DESIRED. ONLY STERILE STRAW MULCH SHOULD BE USED IN AREAS WHERE A STAND OF ONE 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. 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. G. MULCHING SEEDED AREAS - MULCH SHALL BE APPLIED SEEDED AREAS IMMEDIATELY AFTER SEEDING TO ALL KEAST&HOODCO. b. 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. Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 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. 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. 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. APPLY SOIL AMENDMENTS AS PER SOIL TEST OR AS INCLUDED IN THE CONTRACT DOCUMENTS. iL 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. c. 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. 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. >MT 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. 27. SITE INFORMATION: TOTAL AREA OF FACILITY (BASE, CAMPUS, PARK, ETC.) 578+ ACRES TOTAL AREA OF PROJECT SITE 578 ACRES AREA DISTURBED L5 ACRES AREA TO BE ROOFED OR PAVED ACRES (SOLAR PANELS) TOTAL CUT 2.000 CUBIC YARDS TOTAL FILL 2.000 CUBIC YARDS OFF-SITE WASTE / BORROW AREA LOCATION TO BE DETERMINED BY CONTRACTOR A. SECURING STRAW MULCH (MULCH ANCHORING) 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: 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. H. B. C. D. SEED SPECIFICATIONS D. A. Morton Thomas and Associates, Inc. Consulting Engineers 12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652 (301) 881-2545 FAX: (301) 881-0814 EMAIL: AMTieAMTENGINEERING.COM E. i. 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 F. G. i. JOB. 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. NOTE; SEED USED. SEED TAGS SHALL BE MADE AVAILABLE TO THE INSPECTOR TO VERIFY TYPE AND RATE OF NIST 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. iL iL INOCULANTS 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. THE INOCULANTS FOR TREATING LEGUME SEED IN THE SEED MIXTURES SHALL BE A 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. iiL APPLICATIONS OF LIQUID BINDERS SHOULD BE APPLIED HEAVIER AT EDGES WHERE WIND CATCHES 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. FOROFFICIALUSEONLY NOTE: TEMPERATURES ABOVE 75 - 80 DEGREES FAHRENHEIT CAN WEAKEN BACTERIA AND MAKE INOCULANTS LESS EFFECTIVE. IT IS VERY IMPORTANT TO KEEP INOCULANTS AS COOL AS POSSIBLE UNTIL USED. U.S.DEPARTMENTOFCOMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION STANDARD STABILIZATION NOTE LIGHTWEIGHT: PLASTIC NETTING MAY BE STAPLED OVER THE MULCH ACCORDING TO MANUFACTURER’S RECOMMENDATIONS. NETTING IS USUALLY AVAILABLE IN ROLLS 4 TO 15 FEET WIDE AND 300 TO 3,000 FEET LONG. bk "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. NET ZERO ENERGY RESIDENTIAL TEST FACILITY EROSIONANDSEDIMENTCONTROLSHALLBESTRICTLYENFORCED. EROSION k SEDIMENT CONTROL NOTES THISPLANISFOREROSION&SEDIMENTCONTROLPURPOSESONLY. DWG.C-403 KS/DN 02/01/10 SB134109CQ0026/69331 SH.NO. OF PROJECT/W.O. APPROVED BY DESIGN PROJ. U J2AXEL sponsor am MAINTENANCE ENG. OFF. am FIRE PROTECTION SVS. am S.H. & E. DIV. am FACILITIES ENGR. OFF. am PROJECT LEADER am drawn by am
- 91. REVISION DESCRTHON BY DATE BIORETENTIONCONSTRUCTIONSPECIFICATIONS 01/29/10 9SX CD SET AS-BUILTCERTIFICATIONREQUIREMENTS: SPECIFICATION/ TEST METHOD SIZE AB-BUILTDATAFORFILTERS ♦TOBECOMPLETEDBYTHECERTIFYINGENGINEER MATERIAL NOTES 02/24/10 100X CD SET 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. 03/31/10 PLANTING SOIL (2.5’ TO 4’ DEEP) SAND 30-60% 30-55% 10-25% USDA SOIL TYPES LOAMY SAND, SANDY LOAM OR LOAM N/A ISSUED FOR CONSTRUCTION SILT CLAY TYPE OF FACILITY: BIORETENTION DESIGN *AS-BUILT MULCH SHREDDED HARDWOOD AGED 6 MONTHS, MINIMUM FILTER BED AREA (LxW)/ SURFACE AREA (SF) FILTER BED WATER SURFACE ELEVATION 327 SF 274.43 PEA GRAVEL DIAPHRAGM AND CURTAIN DRAIN PEA GRAVEL: ASTM D-448 ORNAMENTAL STONE: WASHED COBBLES PEA GRAVEL: NO. 6 STONE: 2” TO 5” 8”/ 275.00 FILTER INLET PIPE SIZE / ELEVATION OUTLET PIPE (UNDERDRAIN) SIZE / ELEVATION BlPRETENTION VOLUME PROFESSIONALCERTIFICATION 6”/ 270.50 *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." SAND CLEAN AASHTO—M—6 OR ASTM-C-33 CONCRETE SAND 0.02” to 0.04’ 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. 325 CF AT A MINIMUM, REGULAR INSPECTIONS SHALL BE MADE AND DOCUMENTED AT THE FOLLOWING SPECIFIED STAGES OF CONSTRUCTION: 3 MULCH THICKNESS » 30 PLANTING MEDIA THICKNESS 3” PEA GRAVEL THICKNESS UNDERDRAIN GRAVEL AASHTO—M—43 0.25” TO 0.75’ UNDERDRAIN GRAVEL SHALL BE CLEAN WASHED. FILTERING SYSTEMS: (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. 8 UNDERDRAIN GRAVEL THICKNESS 6 GRAVEL THICKNESS BELOW UNDERDRAIN UNDERDRAIN PIPING F758, TYPE PS 28 OR AASHTO—M—278 6” RIGID SCHEDULE 40 PVC OR SDR35 3/8” PERF. © 6” ON CENTER, 4 HOLES PER ROW; MINIMUM OF 3' OF GRAVEL OVER PIPES; NOT NECESSARY UNDERNEATH PIPES. PROVIDE COMPOSITION CERTIFICATION OF FILTER MEDIA VERIFY GEOTEXTILE FABRIC INSTALLATION (SIDES ONLY’) VERIFY PLANTING (SPECIES. NUMBER AND HEALTH) VERIFY PLANTING (SPECIES. NUMBER AND HEALTH) GEOTEXTILE FABRIC CLASS ”C”, APPARENT OPENING SIZE (ASTM D—4751), GRAB TENSILE STRENGTH (ASTM D—4632), PUNCTURE RESISTANCE (ASTM D-4833) N/A FOR USE AS NECESSARY BENEATH UNDERDRAINS ONLY. DATEAS-BUILTACCEPTEDBYMDE: POURED IN PLACE CONCRETE (IF REQUIRED) MSHA MIX NO. 3, F’c=3500 PSI AT 28 DAYS, NORMAL WEIGHT, AIR ENTRAINED, REINFORCING TO MEET ASTM 615-60 N/A 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. 28-DAY SPECIFICATIONSFORBIORETENTION 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 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 OR MULCH ARE USED TO AMEND THE SOIL. ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1000 SQUARE FEET. MAINTENANCESCHEDULEFORBIORETENTION MARYLAND STORMWATER DESIGN MANUAL DESCRIPTION METHOD FREQUENCY TIME OF YEAR 2. PLANTING SOIL THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE 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, JOHNSON GRASS, OR OTHER NOXIOUS WEEDS AS SPECIFIED UNDER COMAR 15.08.01.05. SOIL 6. UNDERDRAINS UNDERDRAINS ARE TO BE PLACED ON A 3-0” WIDE SECTION OF FILTER CLOTH. PIPE IS PLACED NEXT, 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 A MINIMUM SLOPE OF 0.5%. OBSERVATION WELLS AND/OR CLEAN-OUT PIPES MUST BE PROVIDED (ONE MINIMUM PER EVERY 1000 SQUARE FEET OF SURFACE AREA). INSPECT AND REPAIR EROSION VISUAL MONTHLY MONTHLY ORGANIC LAYER THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA: PH RANGE 5.2 - 7.0 ORGANIC MATTER 1.5-4% (BY WEIGHT) MAGNESIUM 35 LB./AC PHOSPHORUS (PHOSPHATE - P205) 75 LB./AC POTASSIUM (POTASH - K20) 85 LB./AC SOLUBLE SALTS NOT TO EXCEED 500 PPM REMULCH ANY VOID AREAS BY HAND WHENEVER NEEDED WHENEVER NEEDED REMOVE PREVIOUS MULCH LAYER BEFORE APPLYING NEW LAYER (OPTIONAL) BY HAND ONCE EVERY TWO TO THREE YEARS SPRING 7. MISCELLANEOUS THE BIORETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. ANY ADDITIONAL MULCH ADDED (OPTIONAL) BY HAND ONCE A YEAR SPRING 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. PLANTS 3/15 TO 4/30 AND 10/1 TO 11/30 REMOVAL AND REPLACEMENT OF ALL DEAD AND DISEASED VEGETATION CONSIDERED BEYOND TREATMENT SEE PLANTING SPECIFICATIONS TWICE A YEAR ASBUILTCERTIFICATION 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. N/A TREAT ALL DISEASED TREES AND SHRUBS MECHANICAL OR BY HAND VARIES, DEPENDS ON INSECT OR DISEASE INFESTATION 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. 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 SIGNATURE 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 NAME KEAST&HOODCO. MARYLAND REGISTRATION NUMBER DATE Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 REPLACE STAKES AFTER ONE YEAR BY HAND ONCE A YEAR ONLY REMOVE STAKES IN THE SPRING MDE #--------- SF---- MDE No. BIORETENTION FACILITY IDENTIFICATION (NUMBER AND/OR TYPE) N/A REPLACE ANY DEFICIENT STAKES OR WIRES BY HAND WHENEVER NEEDED >MT CERTIFY” MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION BASED ON SUFFICIENT AND APPROPRIATE ONSITE INSPECTIONS AND MATERIAL TESTS CONDUCTED DURING CONSTRUCTION. >9 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. A. Morton Thomas and Associates. Inc. Consulting Engineers 12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652 (301) 881-2545 FAX: (301) 881-0814 EMAIL: AMTieAMTENGINEERING.COM DESIGNCERTIFICATION 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 FOROFFICIALUSEONLY SIGNATURE NAME U.S.DEPARTMENTOFCOMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION MARYLAND REGISTRATION NUMBER P.E., R.L.S. OR R.L.A. (CIRCLE) DATE NET ZERO ENERGY RESIDENTIAL TEST FACILITY THISPLANISFOREROSION8cSEDIMENTCONTROLPURPOSESONLY. EROSIONANDSEDIMENTCONTROLSHALLBESTRICTLYENFORCED. EROSION k SEDIMENT CONTROL NOTES MDE#10-SF-0096 DWG.C-404 KS/DN 02/01/10 SB134109CQ0026/69331 SH.N0. OF PROJECT/W.O. APPROVED BY DESIGN PROJ. U J2AXEL sponsor Mm MAINTENANCE ENG. OFF. n FIRE PROTECTION SVS. S.H. & E. DIV. Mm FACILITIES ENGR. OFF. Mm PROJECT LEADER Mm drawn by Mm
- 92. REVISION DESCRTHON BY DATE i TO 01/29/10 9SX CD SET > 30 o < LEGEND O I I 02/24/10 100X CD SET ■w w “0 W w N) CONCRETE WALK o 03/31/10 ISSUED FOR CONSTRUCTION 04 PROPERTY LINE PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED GEOTHERMAL PROPOSED WATER PROPOSED SANITARY SEWER PROPOSED UNDER GROUND ELECTRIC PROPOSED UNDER GROUND DATA/FIRE ALARM/TELEPHONE PROPOSED UNDER GROUND DATA/FIRE ALARM PROPOSED UNDER GROUND TELECOMMUNICATIONS PROPOSED GAS HANDBOX 53.50/ 453.73 453.26 454.05 453.59 452.85 4 7 -*r CONCRETE CURB 04 o WESTDRIVE 70 ----- 453^ /N w I o ASPHALT PAVEMENT 04 77 30 12” RCP ro RC “0 0 0 s PROFESSIONALCERTIFICATION CONCRETE CURB a ■V UGE 452.82 453.05 3.70 453.5^ge—oo 0 454.g s / UGE UGE UGE UGE UGE ■X UGE ;E UGE UGE UGE UGE UGE U< X N "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." r UG D/FA/T -UG D/FA- >> 452.50 453.13 4511.96 453.81 co TVCQt cn ^ - N 0016*24" W i 262.19 cn BM# 2 SQUARE CUT ON LIGHTPOLE BASE ELEV. = 453.99 UGT T/J K ) / G A, 4 04 i an to bo o> / // ho O ( '/ o t t □ <o / » / / 1 I l '/ t v / / I / s to / i / / // r^ l,' I / s I / 1 ! / / LIMIT OF NEW ASPHALT i s U 't * . I I > ( “0 ^ ) I /■ I TJ / i i / i ( X ( /✓ ) i / ij ^ > i J X / 04 t i r-~ i m i i i t m i ho / PLANTING BED EDGE / l / t cn i_______ „ i i i / / i i i l / / / t i 2 f % t » J » l i OJ / > t / t t i i // / i v U I I cn i / i i y N3 O ^ i /✓ > “0 u to 70 ^ m A 0" mb ^ i i i // i A hO . N- I oo 03 I / / Oj o 4 i " X K) .. t / / i j < ii "! !•/ ho i i / * t * -4- i / 03 / m i / >< cs / 03 x ■ I I I / l 03 / I I NO / V / / l m i 6 i / TJ o r t t / m i i i / o i 3 m / CB ” v f NO ^---"/ l I l 652 sf i ' i m 1 l CS t y / / / < / ' ! N 1 i ^___ / f 1-------- 1 I ai N > i / TD i 0 N 3 / TD “U TD I 1 t 00 L P5 00 UN 33 oo 12" RCP N l CS l ro I o OA 0 is 1,373 RG i {' 36 / 5 / ^ i BN <J>- f { 30 A , m/ r-' > 6 i TO ft ^— RG CA i oj 6 i to CA PLANT SCHEDULE m m. t / m s 04 1 II CO if) yk.Y o cn TREES BOTANICAL/COMMON CONT CAL SIZE QTY 6'-8' H 7 8 / ho T X AG AG AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' /'AUTUMN BRILLIANCE' SERVICEBERRY B&B VA cn^ % o 3 "ISO 70 x 3.5 & CS CS ILEX OPACA / AMERICAN HOLLY B&B IA 6'-8' H 6 o v 1^5 cn "D OA OXYDENDRUM ARBOREUM / SOURWOOD TREE B&B 2"CAL 3 v 5 IGE © CB QA QUERCUS ALBA / WHITE OAK B&B 2"CAL 1 1 ‘s W V r *.f 4 QR QUERCUS RUBRA / RED OAK B&B 2"CAL 1 7T fUG 7 CS 1,303 sf TD TAXODIUM DISTICHUM / BALDCYPRESS B&B 6'-8' H 3 5 CA 7 o 04- >cs / 557 O > SHRUBS BOTANICAL/COMMON CONT QTY ! UN" ^ L >> GO BN t O CB CALLICARPA AMERICANA / AMERICAN BEAUTYBERRY 3 GAL 25 cn 9 i T) O cn. N O 3 / LU V CA 2/ / (3 70 / ■ * VI L 00 1 3 CA CLETHRA ALNIFOLIA / SUMMERSWEET CLETHRA 3 GAL 42 / CB > / l i O m > / 122 ' N —I 70 LO z / N 29 r cs CORNUS SERICEA 'CARDINAL' / 'CARDINAL' RED-TWIG DOGWOOD 3 GAL <.N m v / 4 m i l BN X 5 O" < CB s / O Q nn X MA MAHONIAAQUIFOLIUM / OREGON GRAPE 3 GAL 30 ( m 32 CA ■Lf. 4 > r—^ > > i / 2 Cl I 2 / x a LK TT1 RG O —I AG TO VA VIBURNUM DENTATUM / ARROWOOD VIBURNUM 3 GAL 21 3 CS Ld e 7 OU 5 AG < m cn 70 SHRUB AREAS BOTANICAL/COMMON CONT 3 GAL@ 48" OC QTY VA v 1 iO < co MA / CM 59.0 RG RHUS AROMATICA 'GRO-LOW' / GRO-LOW FRAGRANT SUMAC 04 105 X o t£ w 59. / o + o oo i X m LO i o V GROUND COVERS BOTANICAL/COMMON CONT QTY ro 1 o> BN BIORETENTION NATIVE MIX /SEE PLANTING LIST THIS SHEET PLANT SPECIES IN GROUPS OF 3 TO 7 4"POT@ 18" OC 2,189 59.4 s yj cn 00 59.2 1 o •92 CB 7 3 - ca QR ho !LK cn CA .hO 42 ECHINACEA PURPUREA 'KIM'S KNEE HIGH' TM / PURPLE CONEFLOWER 4"P0T@ 18" OC EK 105 m =459.0 T °5 RH o / 59C2 i 8 4/A N CB i LK LIATRIS SPICATA 'KOBOLD' / KOBOLD BLAZING STAR 4"POT@ 12" OC 304 CO N./VV T'-t V A 1 it I RG x hi o l I c. » CO OA RUDBECKIA HIRTA/ BLACK-EYED SUSAN 4"POT@ 18” OC 142 RH CA i- x / 2 <N 60.4 / EK / / ///■/■ 4/ X ./ / / 4 //%3 V / / / S//> / / / / l l //, 175 sf / v / AG 7 UN UPLAND NATIVE MIX/SEE PLANTING LIST THIS SHEET SEED 6,525 SF 1 rs / I i i I 60 65 > / / / UJ x—" UN o i / / / / / / 3 I 61.5< 61 BIORETENTION NATIVE MIX 4 i Sj / / I ' / I i< 164 5S Coreopsis lanceolata Heliopsis helianthoides Iris versicolor Lupinus perennis Monarda fistulosa Monarda punctata Parthenium integrifolium Rudbeckia hirta Schizachyrium scoparium Sorghastrum nutans TOTAL Lance-Leaf Coreopsis Oxeye Sunflower Blue Flag Iris Wild Blue Lupine Wild Bergamot Spotted Beebalm Wild Quinine Black-Eyed Susan Little Bluestem Tomahawk Indian Grass 15% ' / 7) 61 49 % ^ -G o ho ' / + ""tK-lj 10% cn / 'v 15% N N 137 3 04 N ; / / O i 68 RG 5% cn cn RG gN p PX C0 AY / o 16 5% / ' / A'J cn RH / / c / 5% ,3^3 sf / * LK / / y ' / / / r-' / 6 ;6>" 5% / I / LU / / i 20’ 10’ 0’ 20’ 40’ O' / 1 / o 10% RH > i UN O N 1.5 46 s / L / V} I 20% 4 1”=20’ FFE=461.5 BFE=451.34 L6C O CD EK II ii 10% I CD I I 100% CD | BG 61.5 C / / / / t / UPLAND NATIVE MIX / 2 i / / < J X / / 7cb7 / / 15% Andropogon gerardii Asclepias tuberosa Echinacea purpurea Liatris spicata Panicum virgatum Rudbeckia hirta Schizachyrium scoparium Sorghastrum nutans TOTAL TO BE PLANTED AT 25 LBS/PLS** PER ACRE Big Bluestem Butterfly Milkweed Purple Coneflower Blazing Star Switchgrass Black-Eyed Susan Little Bluestem Indian Grass C0 / / 1.0 10% / I 1 10% o I LU D 10% o Ai KEAST&.HOODCO. 15% 6 N I 10% I I MA Structural Engineers 1850 M Street NW Washington, DC 20036 (202) 223-1941 Fax (202) 223-1942 li 15% i N N 1. J 15% / / I I 100% < I ? i i / / / i * Overseed entire area with 10 LBS per acre of Lolium multiflorum Annual Ryegrass in addtion to those species listed above PLS = Pure Live Seed I / Q> i / i X / I X I X I N V 4- C0NCRETE CURB <7g> i / LU I f I I I I / o N I I X X / X I X X I 453.1 3CX " -p^ 452.6 0#Vfr-a / 452.02 ' •(/) ID. X i x + 4 < t 7 N c id cn I I I t I I I I / I OAKS o / I 9 & X iO N K3 6 7 1 k ■v / N I C0KZLM .o AAV / 04 cni / v / MA w X I ! / VA MA / AG / CD| Q> i I / I 3®/ N, <o / i i X y I ) i / 3 i i i / / i / 1 3 o A 0- / i i / I t I / IA i / i I OA IA l / / r 0X7' / I y / i / / / i / v V'-"SL1 76 Q—— / i co 45l766V~Ut^^~ / i i i X I / UGE IJGE X I 074 i A. Morton Thomas and Associates. Inc. Consulting Engineers 12750 TWINBR00K PARKWAY ROCKVILLE, MD 20652 (301) 881-2545 FAX: (301) 881-0814 EMAIL: AMT19AMTEN6INEERING.COM / CD / I c® O / / 0 co / ^'s OQ'13’59" E 299.78 I i I S-t s o i i o 6”) rVo1 O m I X 2” PVC 6” PVC i © / CO cn pi o Cn G UJ |0 CD i I I o Cn I 450.89 ito I 3 NIST cn 451.09 h / 451.45 451.63 ~J.~4.51.96 CF> I 452.06 452.30 ¥~ ---------- NORTEC i CONCRETE i cjo i Cn i CD I stm'n—n O Cn i / n TJ O ■52.1 f 451.71 i STM / c O STM I X JZ. ! STM ST! o N STM Cn m I i I ho N I 1 w x W w N I w w FOROFFICIALUSEONLY / I G {G G G-t —G—J G tG G G e-G / X I r o CAP X (-» N -W X w U.S.DEPARTMENTOFCOMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION w / AM CAP w fee w Tw- w / no v ®>o 00 70 O : cn i hJ / i ug!^ a cn UGE UGE 4 UGE UGE UGE Q, x""" ^ f —' Cxi I 'xl I >o 2 i s I I CT i ( / I j, i1, 1 i ' i // y i r / i N3 70 1 cn m i NETZEROENERGYRESIDENTIALTESTFACILITY N> / > ^ 70 -- i cn O i / ' / -< m to 4 mi ) i i / -< -a: J in / i / 1 / ✓ NT-' i 00 / I 1 PLANTINGPLAN I I / l I Sf / I ' » / f / 70 / I cn ^ i / t-x.______ I I C/4 V / i------N ! / I L I l DWG.C-501 KS/DN 02/01/10 SB134109CQ0026/69331 SH.N0. OF PRQJECT/V.O. APPROVED BY DESIGN PROJ. * J2AXEL sponsor ms. MAINTENANCE ENG. OFF. n FIRE PROTECTION SVS. S.H. & E. DIV. Mm FACIUTCES ENGR. OFF. JM PROJECT LEADER Mm drawn by Mm
- 93. REVISION DESCRTHON BY DATE 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. Step 2 - Seeding Seeding of site should be conducted to design requirements or to foiiouj local or state seeding requirements as necessary. 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. Step 4 - Excavate Anchor Trench and Secure Blanket 01/29/10 9SX CD SET 8.0' -------- 4.0’----------- - 2.0’ 4- 2.0’ 4- 2.0’ 4- 2.0' - < X X X >■ - 2.0’ 4-2.0’ - < X > 02/24/10 ^Figure F 100% CD SET Figure B/ Figure E y 1.5 1.0 03/31/10 ISSUED FOR CONSTRUCTION < X X X >■ V 1.5’ Figure / 7/ *"Jt ©© ©/©^ D i ^© © © © © A >----L Figure C < X X X ■< X > •v PLANT CENTER ' " -// X X X > X < X f-© A ^ *v Blanket © •v D < x X X > < X > “V +) % Blanket <• t % x > < x X X X ■v % z. ** r TRIANGULAR PLANT SPACING ALL EQUAL OR AS SHOWN ON PLANTING PLAN A ' % - /*—= ' ^ / " PROFESSIONALCERTIFICATION Jf—D—Jr •v < X X X > < X > <■* PLANT SPACING (NTS) THIN DECIDUOUS SHRUBS OF ALL MAJOR DEAD WOOD AND ANY EXCESSIVE SUCKER GROWTH < X X > ”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." SPACING "D1 ROW "A1 PLANTS PER 10 SQ. FT. Figure X — Denotes Staple Location Figure D - Plan View 8" O.C. 12" O.C. 18" O.C. 20" O.C. 24" O.C. 36" O.C. 6.93’ 26 Blanket 3 10.4' 11.5 GROUNDLINE SAME AS NURSERY 15.6' 5.12 8.0’ NOTE: 17.3' 2.42 v. •*•••* QUANTITY OF PERENNIALS AND SPACING AS NOTED IN PLANT SCHEDULE Ground Surface 20.8’ 2.9 <xxxxxxx> 1.0’ I 1.0’ I 1.0’ I 1.0' I 1.0’ I 1.0' I 1.0’ I 1.0’ 3" DOUBLE SHREDDED HARDWOOD MULCH ON ENTIRE PLANTING PIT MAKING SURE TO KEEP MULCH 3" AWAY FROM TRUNK 30.0' 1.28 X - Denotes Staple Location Figure A SEE PLANT SCHEDULE FOR SPACING 3" OF COMPOST ON ENTIRE PLANTING AREA UNLESS OTHERWISE SPECIFIED KEEP COMPOST AWAY FROM THE BASE OF PLANT 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). 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. Step e> - Continue Along Slope - Complete Installation 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. 4.0’ Flow ► Flow Blanket 2 3.0• 3.0' < X X X > 1.0’ I 1.0’ I 1.0’ ' 1.0’ CREATE SAUCER WITH TOPSOIL 3" MIN. Blanket 1 Blanket 2 Figure E - Plan View x Blanket 3 *Approximately 300 Staples per Roll (8' or 4' width) Required - Drawings Not to Scale 8' Wide Blanket Shown HERBACEOUS PLANT SEE CLOSE UP VIEW Ground Surface Ground Surface REMOVE SHRUB FROM CONTAINER WITHOUT DISTURBING THE ROOT MASS I 6.0" | 6.0* | Il~1 AMENDED PLANTING SOIL DEPTH -1 AS REQUIRED Figure C- Cross Section View Figure B - Profile View = Froduct Application/Equivalency Specifications 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: 6.0" ==Tfc T-f v GROUP PLANTING m DECONSOLIDATE EXISTING SOIL BACKFILL WITH SOIL OR AS SPECIFIED. TAMP TO FILL ALL VOIDS AND POCKETS Figure E SET PLANT AT DEPTH GROWN IN NURSERY , EXCAVATE HOLE , 1 ~y2 TIMES THE WIDTH OF THE ROOT MASS. Figure F - Profile View LIGHTLY SCORE ROOT BALL WITH UTILITY KNIFE. TYP. 4 PLACES AND BOTTOM BACKFILL & TAMP WITH THE AMENDED PLANTING SOIL FROM THE PREPARED BED Crest of Slope Crest of Sk Verified Values: EXCAVATE HOLE 2 TIMES THE DIAMETER OF THE ROOT MASS 1. Tensile strength: 2. Elongation: 5.0 md, 4.0 td lbs/in 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 I NOTE: p REMOVE ALL NON-ORGANIC MATERIAL FROM THE SOIL PIT AND HAND TAMP LOOSE SOIL AT BOTTOM OF THE PIT PLANT EVERGREEN AND DECIDUOUS SHRUBS USING THE SAME METHOD 1. I roe of Slope 2.25"0 X 4.5" DEPTH TUBELING ll W it V 2. LIGHTLY LOOSEN OR PULL APART THE EXTERIOR ROOTS NETTING: 1. Top net: 2. Top net opening: Synthetic rapid photo-degradable 1.00 in x 0.75 in nominal HERBACEOUS PLANT 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. HERBACEOUSTUBELING/PLUGPLANTINGDETAIL CONTAINERIZEDSHRUBPLANTING NOT TO SCALE NOT TO SCALE 32 9301-01 DETAIL-FILE GENERAL PLANTING NOTES: 1. 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 IMPROVEMENTS. 2. CALL MISS UTILITY AT 811 OR 1-800-257-7777 TO MARK UTILITIES AT LEAST 48 HOURS BEFORE DIGGING. 3. All materials and planting procedures except as otherwise noted shall conform to the latest edition of ’’LANDSCAPE SPECIFICATION GUIDELINES” by the Landscape Contractors Association MD-DC-VA. 4. Plants shall conform to the current edition of the American Standard for Nursery Stock. (ANSI z60.1) 5. 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. 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 lab. 8. 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. The Contractor shall stake out all planting beds and tree locations for approval by the Landscape Architect or Owner’s representative before digging. It is the Contractor’s responsibility to locate and coordinate plantings with all existing utilities. If discrepancies occur because of utility locations or other existing conditions the Contractor shall notify the Landscape Architect and Owner’s representative immediately to coordinate any necessary adjustments. 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 thereafter as is advisable under standard horticultural practices. For tree pruning and care methods please refer to ANSI A-300, latest edition. 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 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 t hat has been stockpiled or stored for at least twelve (12) months.The Contractor shall apply the mulch uniformly to a 2 to 3 inch depth. Bark shall be kept 3 to 4 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. 14. Seed or sod bare areas as directed by Owner for all disturbed areas to be stabilized that are not landscaped or covered. PREVAILING WINDS Figure G - Critical Points TREE STAKES AND STRAPS, TYP. 2 PLACES EXCELSIORMATFORNATIVESEEDINGAREAS 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 4 ^ J NOT TO SCALE DETAIL-FILE ONLY PRUNE AS SPECIFIED OR DIRECTED BY LANDSCAPE ARCHITECT OR OWNER 20’ 10’ 0’ 20’ 40’ 1”=20’ FOR ALL TREES GREATER THAN 2" CAL., STAKE A MIN. OF 18" INTO UNDISTURBED SOIL @ EDGE OF PLANTING PIT KEAST&.HOODCO. WATER PLANT WHEN THE SOIL PIT IS V2 BACKFILLED BACKFILL WITH AMENDED EXCAVATED SOIL AS SPECIFIED 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 3" HARDWOOD MULCH ON ENTIRE PLANTING PIT EXCEPT KEEP MULCH 3" AWAY FROM TRUNK 3"-4" HIGH SAUCER @ EDGE OF PLANTING PIT >MT SLOPE SIDES OF PLANTING PIT AND SCARIFY THE SIDES mm UNDISTURBED PIT FLOOR WITH A 3% CROWN A. Morton Thomas and Associates. Inc. Consulting Engineers 12750 TWINBROOK PARKWAY ROCKVILLE, MD 20652 (301) 881-2545 FAX: (301) 881-0814 EMAIL: AMT19AMTEN6INEERING.COM ii^m^Trem=m=Tn=n 2X BALL DIA., MIN. REMOVE BURLAP, TWINE AND WIRE BASKET FROM AT LEAST THE TOP Yi OF ROOT BALL; REMOVE ALL SYNTHETIC TWINE AND SYNTHETIC BURLAP NIST FOR OFFICIAL USE ONLY STANDARDDECIDUOUSTREEPLANTING U.S. DEPARTMENT OF COMMERCE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY PLANT DIVISION NOT TO SCALE 32 9343-15 NET ZERO ENERGY RESIDENTIAL TEST FACILITY PLANTING PLAN NOTES k DETAILS DWG.C-502 KS/DN 02/01/10 SB134109CQ0026/69331 SH.N0. OF PROJECT/V.O. APPROVED BY DESIGN PROJ. U J2AXEL sponsor Mm MAINTENANCE ENG. OFF. n FIRE PROTECTION SVS. S.H. & E. DIV. Mm FACILITIES ENGR. OFF. Mm PROJECT LEADER Mm drawn by Mm