FOUR SQUARE MODEL – OPTION D
NEWPORT NEWS REDEVELOPMENT AND HOUSING AUTHORITY
THESE DRAWINGS ARE INTENDED TO COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2009 EDITION)/2009 INTERNATIONAL RESIDENTIAL CODE (IRC)
BUILDING DATA
SOUTHEAST DESIGN GUIDE
FOUR SQUARE STYLE MODEL - OPTION D
TYPE OF CONSTRUCTION:
MAXIMUM BUILDING HEIGHT:
CLIMATE ZONE
5-B
35 FEET
4
GROSS SQUARE FOOTAGE
FRONT PORCH SQUARE FOOTAGE
1568 SF
160 SF
TOTAL SQUARE FOOTAGE
1728 SF
DESIGN LOADS
LIVE LOADS
DEAD LOADS
LIVING AREAS
SLEEPING AREAS
CEILING JOISTS
ROOF AREA
ATTIC (LIMITED STORAGE)
WIND LOAD
40 PSF
30 PSF
20 PSF
20 PSF
20 PSF
100-110 MPH EXPOSURE C (IRC 2006)
10 PSF
10 PSF
10 PSF
10 PSF
10 PSF
SEE GENERAL NOTE #15 FOR WALL BRACING INFORMATION.
NEWPORT NEWS, VIRGINIA
FOUR SQUARE OPTION D
FLOOR LEVEL
BRACED WALL LINE SPACING
BRACING METHOD USED
FIRST
28'-0"
CONTINUOUS SHEATHING
13.5'
18', 20.5, 20', 20.5'
SECOND
28'-0"
CONTINUOUS SHEATHING
7'-0"
18', 20.5, 18', 23'
LENGTH PROVIDED ON 4 EXT. WALLS
5'-0"
MIN.
MIN. TOTAL LENGTH REQ'D.
A
EXTERIOR
ELEVATION
HEAVY DASHED LINES INDICATE A
PROPOSED SITE BOUNDARY LINE.
CONTRACTOR SHALL VERIFY PROPERTY
LINES AND REQUIRED SETBACKS WITH
PARCEL BOUNDARIES
ELEVATION LETTER
A101
DETAIL
MARK
SHEET NUMBER
ELEVATION
MARKER
1
A101
DETAIL NUMBER
SHEET NUMBER
OPTIONAL
GARAGE
A
INTERIOR
ELEVATION
5' - 0"
ELEVATION LETTER(S)
D
MIN.
A101
DETAIL
TITLE
SHEET NUMBER
1
DETAIL NUMBER
A102 A102
WHERE SHOWN
WHERE CUT
SECTION
MARK
1
A101
WALL OR BUILDING
SECTION NUMBER
DOOR
TAG
XXX
H-1
DOOR NUMBER
HEADER NUMBER
SHEET NUMBER
CALLOUT
MARK
A101
G11-D
G12-D
GENERAL DRAWINGS
SHEET NAME
TITLE SHEET
EARTHCRAFT PROJECT DATA AND MISC. DETAILS
WINDOW NUMBER
10/04/12
HEADER NUMBER
3. THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR CORRECTIVE ACTION DUE TO THE CONTRACTOR'S FAILURE TO COORDINATE THE WORK.
DRIVEWAY
4. ALL DIMENSIONS ARE TO THE CENTERLINE OF COLUMNS, FACE OF STUDS, OR FACE OF MASONRY, UNLESS OTHERWISE INDICATED.
5. THE CONTRACTOR SHALL COMPLY WITH CURRENT APPLICABLE CODES, ORDINANCES, LAWS, AND OTHER LEGAL REQUIREMENTS OF THE PUBLIC AUTHORITIES
HAVING JURISDICTION.
6. ALL HANDRAIL ASSEMBLIES AND GUARDRAIL SYSTEMS SHALL RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT APPLIED IN ANY DIRECTION ALONG THE TOP AND
TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. (TABLE R301.5)
7. INTERMEDIATE RAILS AND BALUSTERS AND PANEL FILLERS SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS PER SQUARE FOOT. (TABLE R301.5)
SINGLE FAMILY RESIDENCE
3 BR, 2 1/2 BATH
2 STORY
8. ALL HANDRAIL ASSEMBLIES AND GUARDRAIL SYSTEMS SHALL RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT
ALONG THE TOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE ELEMENTS OF THE BUILDING.
(TABLE R301.5)
NEWPORT NEWS
REDEVELOPMENT &
HOUSING
AUTHORITY
9. JOIST FRAMING INTO THE SIDE OF A WOOD GIRDER / BEAM SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS.
10. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETARDANT TREATED SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL , STAINLESS STEEL, SILICON
BRONZE OR COPPER. THE COATINGS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. WHERE JOIST HANGERS MUST BE USED,
PROVIDE A SHEET OF SELF ADHERING BUTYL TAPE FLASHING BETWEEN ALL JOIST HANGERS AND TREATED WOOD MEMBERS DO NOT USE FLASHING ON THE END
GRAIN OF ANY MEMBER.
NNRHA SOUTHEAST
DESIGN GUIDE
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE VERIFICATION OF ADEQUATE SOIL BEARING CAPACITY DURING FOUNDATION
CONSTRUCTION. IF THE FOUNDATION SOIL BEARING CAPACITY IS FOUND NOT ADEQUATE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
THE SERVICES OF A SOIL ENGINEER TO DETERMINE THE METHOD FOR PROVIDING ADEQUATE BEARING CAPACITY.
PORCH
12. ALL INTERIOR SHEATHING SHALL BE 1/2" GYPSUM BOARD WITH A #4, VENEER PLASTER FINISH ON WALLS AND A TEXTURED, ACOUSTICAL FINISH ON THE
CEILINGS.
13. ASPHALT SHINGLES SHALL H AVE SELF-SEAL STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D225 OR D 3462. FASTENERS FOR ASPHALT SHINGLES SHALL
BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS WITH A MIN. 12 GA. SHANK AND 3.8" DIA. HEAD. REFER TO EARTHCRAFT
CHECKLIST FOR SRI VALUES REQUIRED.
TITLE SHEET
14. EXTERIOR COLOR RECOMMENDATIONS ARE AS FOLLOWS:
SEE NOTE
A21-D
A31-D
A41-D
H-1
2. THE CONTRACTOR SHALL VERIFY ALL GRADES , ELEVATIONS AND DIMENSIONS AND SHALL HAVE ALL DISCREPANCIES BROUGHT TO THE ARCHITECT'S ATTENTION
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
ARCHITECTURAL DRAWINGS
SHEET NAME
FOUNDATION PLAN AND FRAMING PLANS
FIRST FLOOR PLAN, SECOND FLOOR PLAN AND
INTERIOR ELEVATIONS
ELEVATIONS
DETAILS AND SECTIONS
HVAC AND ELECTRICAL LAYOUT
10' - 0"
A10-D
A11-D
X
1. UNLESS INDICATED OTHERWISE, ALL NOTES, DETAILS AND FEATURES DRAWN AS APPLICABLE FOR ONE CONDITION SHALL BE APPLICABLE TO SIMILAR
CONDITIONS WHETHER OR NOT IT IS SPECIFICALLY INDICATED OR NOTED.
UP
NO.
DETAIL NUMBER
SHEET NUMBER
DRAWING INDEX
NO.
WINDOW
TAG
1
EXISTING SIDEWALK
NOTE:
CONTRACTOR SHALL VERIFY ACTUAL, ALLOWABLE SETBACK DISTANCE
WITH THE NEWPORT NEWS ZONING DEPARTMENT. SETBACK DISTANCE
SHALL BE BASED ON THE 'AVERAGE OF THE BLOCK' CALCULATION IN
CHAPTER 45, SECTION 45-2802 OF THE NEWPORT NEWS ZONING
ORDINANCE.
MANUFACTURER
LINE OF COLOR
BENJAMIN MOORE
SHERWIN WILLIAMS
SHERWIN WILLIAMS
AFFINITY EXTERIOR
AMERICA'S HERITAGE
NORTHERN SHORES AND SEAPORTS
15. WALL BRACING REQUIREMENTS (PER SECTION 602.10) SHALL BE MET VIA CONTINUOUS, 1/2" PLYWD SHEATHING ON THE EXTERIOR. BRACED WALL LINE SPACING
LENGTH = 28'. THE CONTRACTOR SHALL COORDINATE FASTENING REQUIREMENTS WITH FRAMING LAYOUT.
1.
2.
THIS PROJECT IS DESIGNED TO MEET EARTHCRAFT HOUSE (1) CERTIFICATION.
THE CONTRACTOR SHALL:
-MEET THE QUALIFICATIONS REQUIRED BY EARTHCRAFT
-BE RESPONSIBLE FOR REGISTERING THE PROJECT
-COORDINATE ALL CONSTRUCTION AND DOCUMENTATION EFFORTS
REQUIRED BY EARTHCRAFT VIRGINIA.
SEE SHEET G12-A FOR EARTHCRAFT HOUSE PROJECT DATA
CONTACT INFO:
EARTHCRAFT VA. OFFICE
WEBSITE:
(804) 225-9843
www.ecvirginia.org
10/4/2012 11:39:40 AM
CROWN MOLDING
SOFFIT
WALL CABINET
+7' 6"
TYP.
+6' 8"
TYP.
WALL CABINET
MIRROR
OPEN
RANGE HOOD
KITCHEN SINK
VANITY SINK
BACKSPLASH
BACKSPLASH
SINK BASE
SINK BASE
CABINET
DRAWERS
BASE CABINET
RANGE/OVEN
DW
REF
KITCHEN ELEVATION 1
KITCHEN ELEVATION 2
BATH 1
BATH 2
1/2" = 1’−0"
1/2" = 1’−0"
1/2" = 1’−0"
1/2" = 1’−0"
INTERIOR ELEVATIONS
HANKINS AND ANDERSON, INC.
10/04/12
OCTOBER 3, 2012
DATE
REVISIONS
NEWPORT NEWS
REDEVELOPMENT &
HOUSING
AUTHORITY
FOUR SQUARE MODEL − OPTION D
NNRHA SOUTHEAST
DESIGN GUIDE
C:\ARCH_REVIT PROJECTS\09195−4SQ−D_MRC−Local.rvt
NEWPORT NEWS, VA.
EARTHCRAFT
PROJECT DATA AND
MISC. DETAILS
G12−D
PROJECT NO.
09195.000
10/4/2012 11:33:56 AM
28' 0"
(2) 9 1/2" LVL BAND
BOARD OVER WALL
3' 0"
ACCESS
PANEL
2' 1"
2 X 8 @ 16"O.C. TURNED
90° TO TIE W/ RAFTERS
3' 0"
2' 8"
SEE NOTE 8
3' 2"
VARIES
4' 4"
2X8 RAFTERS
@ 16" O.C.
9 1/2" TJI 110
10' 2"
@ 16" O.C.
9 1/2" TJI 110
OF PIER
2X8 CJ
@ 16" O.C.
R
TE
AF
R
8' 11"
@ 16" O.C.
IP
H
A31 D
TERMITE TREATMENT
(SEE NOTE 6)
LOCATE STACK
VENT AND OTHER
MISC ROOF
PENETRATIONS
ON THE BACK
SIDE OF ROOF
10
4' 0"
DOUBLE 9 1/2" LVL @
BEARING WALL (SEE NOTE 5)
X
1
@ 16" O.C.
9 1/2" TJI 110
2
9' 8"
BACKFILL FOUNDATION
(SEE NOTE 2)
(2) 9 1/2" LVL
BAND BOARD
OVER WALL
(2) 2 X 8 JOISTS
(2) 2 X 8 JOISTS
DOUBLE TJI JOIST AT BEARING WALL
2 X 4 SUB
FASCIA (TYP.)
@ 16" O.C.
2 X 6 CJ
A31 D
2
A31 D
EQ.
4 X 4 WOOD POST W/ SIMPSON
ABA POST BASE & PC COL. CAP
AL
)
(T
YP
IC
H
IP
2X
10
2 X 8 @ 16"O.C. TURNED
90° TO TIE W/ RAFTERS
2' 1"
1' 5"
2ND FLOOR FRAMING PLAN
ROOF FRAMING PLAN
1/4" = 1’−0"
1/4" = 1’−0"
1ST FLOOR
2’ − 4"
2' 6"
3/4" PLYWOOD
GENERAL NOTES
FOUNDATION AND FRAMING PLANS
TJI BLOCKING AS REQUIRED
28' 0"
TJI FLOOR FRAMING
TOE NAIL TO WOOD GIRDER
FOUNDATION PLAN /1ST FLOOR FRAMING PLAN
TREATED WOOD (4) 2X8
GIRDER SPLICE OVER PIERS
GALVANIZED 12 GA X 2 1/16"
PA FOUNDATION STRAP
MIN.
1' 6"
1/4" = 1’−0"
PROVIDE CLASS 1
POLYETHYLENE VAPOR
RETARDER, TYP.
4" THICK SAND FILL OVER
COMPACTED SOIL
CONC. FOOTING
NEWPORT NEWS
REDEVELOPMENT &
HOUSING
AUTHORITY
FOUR SQUARE MODEL − OPTION D
1. FOUNDATION VENT CALCULATION:
784 SF/1500 SF PER VENT = 2 VENTS MINIMUM WITH APPROVED VAPOR BARRIER PER SECTION R408.
ALL FOUNDATION VENTS SHALL BE LOCATED WITHIN 3' 0" OF EACH CORNER OF THE BUILDING.
2. BACKFILL FOUNDATION WITH A MINIMUM OF 2" SAND FILL. PROVIDE VAPOR BARRIER WITH SEAMS
LAPPED & TAPED 6" MIN. CONTINUE VAPOR BARRIER UP FOUNDATION WALL AND FASTEN TO TREAT'D
WOOD SILL WITH HOT DIPPED GALVANIZED NAILS.
NNRHA SOUTHEAST
DESIGN GUIDE
3. 4" CONCRETE SLAB (3000 PSI) W6X6/W1.4XW1.4 WWF ON COMPACTED POROUS FILL
4. FOUNDATION ANCHOR BOLTS (@8" CMU FOUNDATION WALLS) SHALL BE PROVIDED AT MAXIMUM 72"
O.C. INTERVALS AND PLACED 12" FROM THE END OF EACH SECTION OF PLATE MATERIAL, WITH A
MINIMUM OF 2 BOLTS PER SECTION. BOLTS SHALL BE 1/2 INCH AND EXTEND A MINIMUM OF 7" INTO
MASONRY UNITS. FILL CELL VOIDS AT EACH ANCHOR AND PROVIDE OVERSIZED GALV. WASHER
BEFORE TIGHTENING.
5. WHERE DOUBLE MEMBERS ARE INDICATED, MECHANICALLY FASTEN MEMBERS IN A MANNER SUCH
THAT MEMBERS SHARE THE SUPERIMPOSED LOADS, INCLUDING LOADS FROM HEADERS.
6. PROVIDE TERMITE TREATMENT IN ACCORDANCE WITH IRC. FOLLOW MANUFACTURER'S
APPLICATION INSTRUCTIONS.
NEWPORT NEWS, VA.
FOUNDATION PLAN
AND FRAMING PLANS
7. PROVIDE 3/4" T & G PLYWD FLOORING UNDERLAYMENT SCREWED AND GLUED TO TJI FLOOR FRAMING.
8. AT ALL EXTERIOR STAIRCASES, THE CONTRACTOR SHALL VERIFY AND COORDINATE ACTURAL
NUMBER OF RISER AND TREADS WITH THE SLOPE AT EACH SITE.
MIN.
4"
4"
1' 0"
C:\ARCH_REVIT PROJECTS\09195−4SQ−D_MRC−Local.rvt
OCTOBER 3, 2012
DATE
(2) 2X6 JOIST
9' 11"
23' 0"
10/04/12
REVISIONS
EQ.
13' 1"
2' 6"
1' 5"
HANKINS AND ANDERSON, INC.
@ 16" O.C.
TURN CJ 90° TO
TIE W/ RAFTERS
1' 5"
SEE NOTE 8
THICKENED SLAB
AT FOOT OF STAIRS
W/ 2 #4 REBARS
LOCATION OF
ATTIC ACCESS
LADDER BELOW
2X8 CJ
2' 1"
@ 16" O.C.
(2) 2 X 12 BEAM
5
@ 16" O.C.
2' 1"
(2) 2 X 12 BEAM
R
AF
TE
R
H
IP
10
X
@ 16" O.C.
2
(2) 2 X 12 BEAM
(x2) TRTD. 2x8 BEAM
W/ SIMPSON HANGERS
@ 16" O.C.
2x8
(x2) TRTD. 2x8 BEAM
W/ SIMPSON HANGERS
@ 16" O.C.
2x8
(x2) TRTD. 2x8 BEAM
W/ SIMPSON HANGERS
2 X 8 RAFTERS
R
TE
AF
R
@ 16" O.C.
2 X 10 LEDGER, ATTACH
TO STUDS W/ 3 16d NAILS
IP
H
2x8
9 1/2" TJI 230
CONTINUOUS
SPAN
@ 16" O.C.
9 1/2" TJI 110
6' 2"
6' 2"
PROVIDE
SIMPSON FACE
MOUNTED
HANGERS @ EA.
RAFTER
10
(x2) TRTD. 2x8 BEAM
W/ SIMPSON HANGERS
30" X 30" X 12" DEEP
FOOTING W/ (3) #4 X
2' 0" EA. WAY @
BOTTOM
8 X 16 CMU PIER
(GROUT SOLID)
FULL HEIGHT, TYP.
(2) 2 X 6 EA. SIDE
OF ATTIC ACCESS
@ CEILING
2X8 RAFTERS
(2) 9 1/2" LVL
"WIND BEAM"
GLUE NAILED
TOGETHER W/
SIMPSON A35 HI
& LO EA. END
X
7' 2"
(2) 9 1/2" LVL
HEADER
2
TO C
L OF COL.
(4) 2 X 8 TREATED WD.
GIRDERS FASTENED TO
PIER WITH 16 GA. GALV.
STRAPPING FULLY
GROUTED IN PIER
16" X 24" X 12" DEEP
FOOTING (MIN.)
OF PIER
VARIES
GROUT SOLID
WITH #3 REBAR
A10 D
OF PIER
@ 16" O.C.
4
GROUT
SOLID WITH
#3 REBAR
@ 16" O.C.
2X8 RAFTERS
6' 0"
28' 0"
DOUBLE TJI JOIST AT BEARING WALL
2X8 RAFTERS
DOUBLE TJI JOIST AT BEARING WALL
30" X 30" X 12" DEEP
FOOTING W/ (3) #4 X
2' 0" EA. WAY @
BOTTOM
8' 11"
9. FOUNDATIONS HAVE BEEN DESIGNED FOR A BEARING PRESSURE OF (1500) PSF. FOUNDATION
BEARING SOILS SHALL BE EVALUATED BY A LICENSED GEOTECHNICAL ENGINEER TO CONFIRM THE
DESIGN BEARING PRESSURE AND THAT THE ASSOCIATED SETTLEMENTS ARE WITHIN GENERALLY
ACCEPTED TOLERABLE LIMITS.
10. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED
BY THE GEOTECHNICAL ENGINEER TO EXPLORE THE EXTENT OF LOOSE, SOFT OR OTHERWISE
UNSTISFACTORY SOIL MATERIAL AND TO VERIFY DESIGN BEARING PRESSURE. THE GEOTECHNICAL
ENGINEER WILL PROVIDE DIRECTION FOR CORRECTIVE ACTION WHERE REQUIRED.
4
A10 6A A10 D
CMU PIER TYP
1 1/2" = 1’−0"
11 PROVIDE CONCRETE PIER FOUNDATION FROM THE TOP OF FOOTING TO A LEVEL 2" ABOVE GRADE
FOR 'HOG PINNING' SUPPORT. PROVIDE REINFORCING STEEL FROM FOOTING TO PIER.
.
12. PROVIDE LATERAL SUPPORT FOR ALL ENGINEERED WOOD JOISTS AND TRUSSES PER THE
MANUFACTURER'S RECOMMENDATION.
A10−D
PROJECT NO.
09195.000
10/4/2012 12:57:38 PM
28' 0"
8' 4"
GENERAL NOTES
5' 4"
28' 0"
W/D
7' 0"
WH
8' 4" X 4' 0"
D
A21 D
H2
LINE OF WALL
ABOVE
TO C
L OF COLUMN
7' 2"
VARIES
SEE NOTE 8
C
11' 10"
3' 9"
4' 5"
FRONT PORCH HANDRAILS AND POSTS TO BE PAINTED DOUGLAS FIR. SEE SHEET A31 D FOR
ADDITIONAL INFORMATION.
5.
REAR PORCH HANDRAIL AND POST TO BE TREATED WOOD.
6.
PROVIDE 18" DEEP SHELVING IN ALL PANTRY AND LINEN CLOSETS. (MIN. 5 SHELVES EA.)
CONTINUE FLOOR FINISH BENEATH SHELVING.
7.
PROVIDE THRESHOLD AT OPENINGS WHERE FINISHED FLOOR CHANGES MATERIAL.
8.
AT ALL EXTERIOR STAIRCASES, THE CONTRACTOR SHALL VERIFY AND COORDINATE
ACTUAL NUMBER OF RISERS AND TREADS WITH THE SLOPE AT EACH SITE.
9.
UNLESS OTHERWISE NOTED, LOCATE DOORS 4" FROM NEAREST WALL TO FACE OF
FINISHED JAMB.
10.
USE A DOUBLE (2x4) STUD BETWEEN WINDOWS.
+7' 8"
DN
B
5
H1
4
H1
FLOOR FINISH LEGEND
H2
VINYL TILE
MARK
2' 10"
5
H1
H2
6" STUD WALL
BATH 2
1
2
3
4
5
6
7
B
B
B
B
EQ.
13' 1"
6' 4"
H2
H2
H2
H2
HEIGHT
6’ − 8"
6’ − 8"
6’ − 8"
6’ − 8"
6’ − 8"
6’ − 8"
6’ − 8"
3’ − 0"
3’ − 0"
1’ − 6"
2’ − 0"
2’ − 4"
2’ − 10"
3’ − 0"
DOOR HARDWARE TO BE SCHLAGE ACCENT STYLE RESIDENTIAL DOOR
HARDWARE OR EQUAL. FINISH TO BE SELECTED FROM
MANUFACTURER'S STANDARD RANGE. PROVIDE LOCKSETS AS
FOLLOWS:
DATE
REVISIONS
PAINTED, TREATED
5/4 X 6 WD DECKING
FOR ALL BEDROOM, BATHROOM AND POWDER ROOM DOORS:
PROVIDE PRIVACY LOCKSETS.
FOR ALL CLOSETS AND PANTRY DOORS:
PROVIDE PASSAGE LOCKSET.
TRTD. WOOD POST
PROVIDE NON OPERATING, FIXED HANDLE AT LAUNDRY CLOSET
DOORS WITH A MAGNETIC STOP AT DOOR HEAD.
5' 2"
2.
EXTERIOR DOORS SHALL BE 1 3/4" THICK, INSULATED FIBERGLASS
DOORS. USE FEATHER RIVER DOOR COMPANY MODEL NUMBER 8D3401
OR EQUAL. VERIFY FINAL DOOR SELECTION WITH EARTHCRAFT
PERFORMANCE REQUIREMENTS.
5' 10 1/2"
5' 11"
5' 10 1/2"
5' 2"
3.
INTERIOR DOORS TO BE 1 3/8" THICK, HOLLOW CORE, MOLDED PANEL
SERIES (6 PANEL) DOORS BY MASONITE OR EQUAL.
EQ.
2' 6"
SECOND FLOOR PLAN
1/4" = 1’−0"
WINDOW SCHEDULE A
MARK
TYPE
WIDTH
A
INSULATED DOUBLE HUNG
2' 6"
B
INSULATED DOUBLE HUNG
2' 6"
C
INSULATED DOUBLE HUNG
2' 6"
HEIGHT
3' 0"
4' 6"
5' 0"
FIRST FLOOR PLAN
WINDOW NOTES:
1/4" = 1’−0"
1.
ALL WINDOWS SHALL BE INSULATED DOUBLE HUNG WINDOWS. USE SILVERLINE
3000 SERIES, INSULATED, DOUBLE HUNG WINDOW WITH LOW E GLAZING OR
EQUAL. REFER TO EARTHCRAFT CHECKLIST FOR ADDITIONAL PERFORMANCE
CRITERIA.
2.
ALL WINDOW LOCATIONS ARE DIMENSIONED FROM CENTERLINE OF WINDOW.
CASED OPENING SCHEDULE
MARK
C:\ARCH_REVIT PROJECTS\09195−4SQ−D_MRC−Local.rvt
HANKINS AND ANDERSON, INC.
FOR ENTRY DOORS: PROVIDE ENTRY DOOR LOCKSET WITH
MATCHING DEADBOLT.
(DS) DOWNSPOUT &
SPLASH BLOCK TYP.
9' 11"
23' 0"
WIDTH
10/04/12
1.
A31 D
A21 D
DOOR SCHEDULE
TYPE
EXTERIOR FIBERGLASS W/ SIDELIGHT
EXTERIOR FIBERGLASS
6 PANEL HOLLOW CORE MASONITE DOOR
6 PANEL HOLLOW CORE MASONITE DOOR
6 PANEL HOLLOW CORE MASONITE DOOR
6 PANEL HOLLOW CORE MASONITE DOOR
6 PANEL HOLLOW CORE MASONITE POCKET DOOR
DOOR NOTES:
2
A31 D
CARPET
3' 1"
7' 4"
7' 1"
A
A31 D
2' 6"
+10' 2 1/2"
10' 9"
B
1
H3
EQUAL
5
4.
BATH 1
PORCH
EQUAL
H2
HALL
13' 6" X 12' 5"
DS
WALLS SHALL HAVE THE FOLLOWING CONSTRUCTION:
EXTERIOR 2" X 4" WOOD STUDS @ 16" O.C. WITH 1/2 PLYWD SHEATHING TO THE OUTSIDE
AND 1/2" GWB TO THE INSIDE.
INTERIOR 2" X 4" WOOD STUDS @ 16" O.C. WITH 1/2" GWB ON BOTH SIDES UNLESS NOTED
OTHERWISE.
2
2' 10"
DS
6
H1
6
H1
H2
H2
(OVER THREE OPENINGS)
6' 3"
ATTIC
ACCESS
LADDER
A
0' 4"
C
B
3
H1
3' 10"
MASTER
BEDROOM
6' 10" X 6' 8"
+7.5"
3.
14' 6"
8' 4"
CO1
H1
+0' 0"
C
6
H1
4' 6"
UP
DS
BEDROOM
LINEN
B
2' 6"
2' 10"
H2
CO2
H3
6
H1
13' 7"
4
H2
ALL FLOOR TRANSITIONS TO OCCUR UNDER THE CENTERLINE OF THE DOOR OR CENTERLINE OF
CASED OPENING.
LINEN
FOYER
C
CLOS
6
H1
19' 2"
3' 4"
6
H1
CLOS
1' 2"
WIC
?
7
H2
3' 6"
2.
12' 5"
12' 4" X 11' 3"
11' 10"
2' 6"
3' 0"
6' 10"
3' 2"
1' 10"
SEE NOTE 6
LAUNDRY
COATS
DASHED LINE
INDICATES SOFFIT
FOR CONCEALING
MECH DUCT.
1
UNLESS OTHERWISE NOTED CEILING HEIGHTS SHALL BE AS FOLLOWS:
FIRST FLOOR
9' 0" (APPROXIMATELY)
SECOND FLOOR
8' 0" (APPROXIMATELY)
8' 8"
PANTRY
HALL
4' 5"
13' 0"
4
H2
4
H2
LIVING
16' 10" X 17' 10"
12' 4" X 10' 1"
A31 D
PWDR
5' 10"
7' 2"
27' 10 1/4"
B
H2
H2
(OVER TWO
OPENINGS)
CO1
H2
6' 10"
A21 D
2' 4"
C
3' 5"
H2
H2
10' 0 1/2"
9' 2" X 16' 6"
CO4
H3
BAR TOP =
3' 8" AFF
H2
3' 5 1/2"
C
2
C
H2
BEDROOM
H3
CO3
H2
5' 6"
A31 D
G12 D
CO5
B
12' 8"
2' 10"
1
B
B
KITCHEN
9' 6"
H2
DS
1
10' 6" X 11' 0"
C
2
H2
REFR.
B
3' 0"
4' 8"
5' 0"
DW
1.
2' 6"
B
11' 7"
DS
8' 2"
12' 10"
H2
3' 6"
H2
TREATED 5/4 X 6
WD DECKING AND
RAILING AT REAR
OF HOUSE
6' 8"
4' 10"
0' 4"
A
DINING
3' 0"
C
8' 2"
2' 8"
4' 4"
2' 6"
5' 0"
A21 D
SEE NOTE 8
VARIES
UP
C
FLOOR PLANS
28' 0"
4' 10"
8' 6"
2' 3"
5' 10"
C01
C02
C03
C04
C05
TYPE
WOOD TRIMMED
WOOD TRIMMED
WOOD TRIMMED
WOOD TRIMMED
WOOD TRIMMED
WIDTH
3'
5'
9'
3'
4'
HEIGHT
0"
0"
8"
6"
0"
CASED OPENING NOTES:
1.
LOCATE OPENING IN MIDDLE OF WALL UNLESS OTHERWISE NOTED
2.
WOOD CASING AT OPENINGS TO MATCH DOOR CASING
MARK
H1
H2
H3
8"
8"
8"
0"
8"
NEWPORT NEWS
REDEVELOPMENT &
HOUSING
AUTHORITY
FOUR SQUARE MODEL − OPTION D
NNRHA SOUTHEAST
DESIGN GUIDE
NEWPORT NEWS, VA.
FIRST FLOOR PLAN,
SECOND FLOOR
PLAN AND INTERIOR
ELEVATIONS
HEADER SCHEDULE
DESCRIPTION
2 2X4 W/ 1/2" SPACING MATERIAL
2 2X8 W/ 1/2" SPACING MATERIAL
2 2X10 W/ 1/2" SPACING MATERIAL
HEADER NOTES:
1.
6'
6'
6'
3'
6'
OCTOBER 3, 2012
FOR ALL HEADERS LOCATED IN EXTERIOR WALLS, USE 1/2" THICK RIGID
INSULATION FOR SPACING MATERIAL. FOR ALL HEADERS LOCATED IN
INTERIOR WALLS, PROVIDE 1/2" THICK PLYWD SPACER.
A11−D
PROJECT NO.
09195.000
10/4/2012 11:33:58 AM
GENERAL NOTES
ELEVATIONS
12
1.
ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR BE
INTERLOCKING AND COMPLY WITH ASTM D225 OR D 3462.
FASTENERS FOR ASPHALT SHINGLES SHALL BE
GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR
COPPER ROOFING NAILS WITH A MIN. 12 GA. SHANK AND
3.8" DIA. HEAD. REFER TO EARTHCRAFT CHECKLIST FOR
SRI VALUES REQUIRED.
2.
FOR ALL EXTERIOR STAIRCASES, THE CONTRACTOR SHALL
VERIFY AND COORDINATE THE ACTUAL NUMBER OF RISERS
AND TREADS WITH THE SLOPE AT EACH SITE.
3
FOR ROOF SLOPES THAT ARE 3:12, PROVIDE (2) LAYERS OF
30 LB. FELT OVER ENTIRE ROOF SURFACE.
12
5
5
12
12
5
5
ASPHALT SHINGLE
ROOF
PAINTED 1X6 FIBER
CEMENT TRIM FASCIA
BOARD
ROOF BEARING
20’ − 11 1/4"
ROOF BEARING
20’ − 11 1/4"
PRE FINISHED
ALUMINUM GUTTERS
AND DOWNSPOUTS
PAINTED 1X6 FIBER
CEMENT FRIEZE
BOARD
WINDOW UNIT
PAINTED FIBER CEMENT TRIM
12
2ND FLOOR
12’ − 6 3/4"
PAINTED FIBER CEMENT
HORIZONTAL LAP SIDING
12
3
3
PRE FINISHED ALUM.
COUNTERFLASHING
12
3
2ND FLOOR
12’ − 6 3/4"
PRE FINISHED
ALUMINUM GUTTERS
AND DOWNSPOUTS
2808
5/4" X 6" THK FIBER
CEMENT TRIM
PAINTED 1X10 FIBER
CEMENT FASCIA TRIM
BOARD
PRE FINISHED
FIBERGLASS DOOR W/
FIBER CEMENT TRIM
1ST FLOOR
2’ − 4"
PORCH
2’ − 0"
PRE MANUFACTURED
COLUMN
SPLASH BLOCK
GRADE
0’ − 0"
PAINTED HORIZONTAL TREAT'D
WOOD "HOG PINNING"
A
A11 DA A21 D
A11
PAINTED DOUGLAS
FIR WOOD RAILINGS
AND POSTS
ELASTOMERIC COATING
ON CMU FOUNDATION
(TYP.)
ELASTOMERIC COATING
ON CMU PIER (TYP.)
FRONT ELEVATION
1ST FLOOR
2’ − 4"
PORCH
2’ − 0"
PAINTED WOOD STRINGER
GRADE
0’ − 0"
FOUNDATION VENT. SEE FOUNDATION PLAN FOR LOCATIONS
PAINTED HORIZONTAL
WOOD 'HOG PINNING'
10/04/12
B
1/4" = 1’−0"
HANKINS AND ANDERSON, INC.
A1111A A21 D
SEE ELEVATION A
FOR SIMILAR NOTES
LEFT ELEVATION
OCTOBER 3, 2012
DATE
1/4" = 1’−0"
REVISIONS
STACK VENT PAINT TO
MATCH ROOF
PRE FINISHED ALUM.
ATTIC VENTS AS
REQUIRED
BATHROOM EXHAUST FAN
ROOF BEARING
20’ − 11 1/4"
NEWPORT NEWS
REDEVELOPMENT &
HOUSING
AUTHORITY
ROOF BEARING
20’ − 11 1/4"
FOUR SQUARE MODEL − OPTION D
NNRHA SOUTHEAST
DESIGN GUIDE
2ND FLOOR
12’ − 6 3/4"
2ND FLOOR
12’ − 6 3/4"
NEWPORT NEWS, VA.
C:\ARCH_REVIT PROJECTS\09195−4SQ−D_MRC−Local.rvt
EXTERIOR LIGHT
FIXTURE
ELEVATIONS
EXHAUST VENT PAINTED
TO MATCH SIDING
PRE FINISHED
FIBERGLASS DOOR
W/ FIBER CEMENT
TRIM
1ST FLOOR
2’ − 4"
1ST FLOOR
2’ − 4"
PORCH
2’ − 0"
GRADE
0’ − 0"
GRADE
0’ − 0"
TREAT'D WD DECKING,
TREADS AND RAILING.
DRYER VENT PAINTED
TO MATCH SIDING
ACCESS PANEL
FOUNDATION VENT. SEE FOUNDATION PLAN FOR LOCATIONS
C
A1111A A21 D
REAR ELEVATION
1/4" = 1’−0"
SEE ELEVATION A
FOR SIMILAR NOTES
D
A11 DA A21 D
A11
RIGHT ELEVATION
SEE ELEVATION A
FOR SIMILAR NOTES
A21−D
1/4" = 1’−0"
PROJECT NO.
09195.000
2' 1"
1' 10 1/2"
ROOF BEARING
20’ − 11 1/4"
2 X 4 WOOD BLOCKING
5
INSULATION BAFFLE
2 X 8 WOOD RAFTERS
2 X 4 WOOD BLOCKING
2 X 4 SUB FASCIA
4. PROVIDE BATT INSULATION THAT IS FORMALDEHYDE FREE
PRE FINISHED ALUMINUM GUTTER WITH LEAF SCREEN
PAINTED 1X6 FIBER CEMENT FASCIA
PORCH COLUMN INFORMATION
VENTED FIBER CEMENT SOFFIT PANEL W/ 2 1/2" X 3/4"
FIBER CEMENT BATTEN BOARDS AT SEAMS
1.
PROVIDE DECORATIVE, EXTERIOR GRADE COLUMN PER THE FOLLOWING HB&G MODEL (OR EQUAL).
CONTRACTOR SHALL COORDINATE COLUMN WITH STRUCTURAL, TREATED WOOD POST.
PAINTED 1X6 FIBER CEMENT FRIEZE BOARD
2 X 8 WOOD CEILING JOISTS
WOOD BLOCKING
COLUMN TYPE
PLAIN PERMAWRAP (WIDTH = 10")
CAP/BASE TYPE
TUSCAN / TUSCAN
1/2"
R.O.
R.O.
4' 6"
3/4" T&G PLYWOOD GLUE NAILED @ 12" O.C.
4' 6"
3. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR MATERIAL HANDLING, FASTENING AND
FINISHING OF ALL FIBER CEMENT SIDING . CONTRACTOR SHALL VERIFY CLEARANCE REQUIREMENTS
AT ROOF/WALL AND DECK/WALL LOCATIONS. THE CONTRACTOR SHALL DETERMINE IF PRE FINISHED
OR PRE PRIMED SIDING WILL BE USED.
CONTINUOUS METAL DRIP EDGE
(7) 16d NAILS BET. RAFTER & CEILING JOISTS, TYP.
1/2"
6" EXPOSURE, FIBER CEMENT HORIZONTAL LAP SIDING
OVER HOUSEWRAP.
PROVIDE CONTINUOUS STRIP OF FLEXIBLE FLASHING
FROM UNDERSIDE OF HOUSEWRAP TO TOP FELT PAPER.
1/2"
TO ROOF BEARING
2. USE HOT DIPPED GALVANIZED OR STAINLESS STEEL NAILS FOR ALL EXTERIOR APPLICATIONS
INCLUDING (BUT NOT LIMITED TO) SIDING, DECKING AND TRIM.
5/8" PLYWOOD SHEATHING
ROOF BEARING
20’ − 11 1/4"
PROVIDE HURRICANE CLIPS AT EACH RAFTER
8' 4 1/2"
1. PROVIDE CLASS 1 POLYETHYLENE VAPOR RETARDER OVER LEVELED SAND FILL IN CRAWL SPACE.
LAP SEAMS 6" (MIN.) AND TAPE. RETURN POLY UP FOUNDATION WALL AND PIERS AND FASTEN AT TOP.
INSULATION CONT. OVER TOP PLATE
PROVIDE CONTINUOUS METAL FLASHING AT ROOF WALL
INTERSECTION FROM UNDERSIDE OF HOUSEWRAP TO TOP
OF SHINGLES. PROVIDE CONTINUOS BEAD OF SILICON
SEALANT AT UNDERSIDE OF FLASHING AND FASTEN TO
ROOF WITH HOT DIPPED GALV, GASKETED WOOD SCREWS.
3 1/2" 1 1/2"
5
2' 1"
12
1' 10 1/2"
12
NOTE:
PROVIDE SELF ADHERING ICE AND WATER
SHIELD MEMBRANE @ ALL ROOF PERIMETERS
AND RIDGES. FOR ROOFS WITH A SLOPE OF
LESS THAN 4" PER FOOT, PROVIDE ICE AND
WATER SHIELD OVER ENTIRE ROOF SURFACE
INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS
GENERAL NOTES SECTIONS AND
DETAILS
ASPHALT SHINGLES OVER 30LB FELT PAPER OVER
5/8" PLYWOOD
1/2"
10/4/2012 11:34:00 AM
2 X 8 WOOD CEILING JOISTS
AT STAIR RAILS, USE A PAINTED
WOOD RAIL LOCATED 36"
+36" ABOVE STAIR NOSING
(USE WOODCRAFTERS
PROFILE # 62663 OR EQUAL)
1/2"
2 X 10 LEDGER
ASPHALT SHINGLES OVER 30# FELT OVER 5/8" PLYWD
SHEATHING
HURRICANE CLIP @ EACH
RAFTER. (TYP. AT ALL
ROOF RAFTERS)
2 X 6 LEDGER
2 X 4 WOOD BLOCKING
1' 5"
BATT INSULATION (SEE NOTE 4)
PRE FINISHED ALUMINUM
GUTTER WITH LEAF SCREEN
ELEV.= 9' 0" ABOVE
1ST FFL
2' 4 1/2"
2' 4 1/2"
WOOD TRIM (WC#73902 OR EQUAL)
RETURNED BACK TO HOUSE AT SIDES OF
TRIM. PROVIDE CONTINUOUS 1" FURRING
AT FACE OF WALL
PAINTED 1 X 6 FIBER
CEMENT FASCIA
ELECTRICAL FIXTURE
FIBER CEMENT BEAD BOARD
PANEL W/ CEMENTITIOUS
2 1/2" X 3/4" SMOOTH BATTEN
BOARDS AT SEAMS
VENTED FIBER CEMENT
SOFFIT PANEL W/ 2 1/2" X 3/4"
FIBER CEMENT BATTEN
BOARDS AT SEAMS
REVISIONS
ALUMINUM DOWNSPOUT
PRE MANUFACTURED COLUMN
VENTED WOOD COLUMN
ALUMINUM SOFFIT VENT
2X6 PAINTED WOOD TOP RAIL
5' 0"
INSULATED WINDOW. INSTALL PER
MANUFACTURER'S INSTALLATION AND FLASHING
DETAILS.
R.O.
PAINTED WOOD TRIM BEYOND
3/4" X 4" FIBER CEMENT TRIM BEYOND
2X2 WOOD TOP PLATE
PILASTER BEYOND
2X2 PAINTED WOOD PICKETS
A31 D
4
5/4 X 4 FIBER CEMENT TRIM
A31 D
1/2" SHEATHING (EXTEND 1" BELOW TREATED
WOOD SILL)
2' 0"
2' 0"
TREATED WOOD TREADS
5/4 WOOD EDGE BAND
(X2) 2X8 BEAM
PORCH
2’ − 0"
TRTD. WD. STRINGERS WITH
3/4" SHIM @ CONCRETE WALK
8" CMU
1/2" SPACERS
ELASTOMERIC COATING @ FOUNDATION (TYP)
MTL. FLASHING UP TO
CEMENTITIOUS SIDING
SLOPE GRADE TO DRAIN (MIN. 2%)
1' 0"
PAINTED WOOD RISERS
1"
3' 0"
PORCH
2’ − 0"
2"
MIN.
1 1/2" X 1/4" FIBER CEMENT STARTER STRIP
TRTD. WD. DECKING
3"
10 1/4"
1ST FLOOR
2’ − 4"
SAND FILL WITH VAPOR BARRIER. (SEE NOTE 1)
MIN. 1' 6"
NNRHA SOUTHEAST
DESIGN GUIDE
(X2) 2X8 BEAM BEYOND
5/4 WOOD DECKING
GALV. ANCHOR BOLT W/ WASHER
PERIMETER DRAIN PROVIDE 4" PERF. PIPE IN
POROUS FILL WITH LANDSCAPE FABRIC WRAP.
FOUR SQUARE MODEL − OPTION D
5/4 X 6 PAINTED WOOD
BOTTOM RAIL (TYP. AT
PORCH AND STAIR RAIL)
1 1/4" LVL RIM BOARD
(X2) #4 REBAR CONTINUOUS IN FOOTING. PLACE
REBAR A MIN. OF 3" FROM BOTTOM OF FOOTING
NEWPORT NEWS
REDEVELOPMENT &
HOUSING
AUTHORITY
1/2" X 4" PAINTED WOOD TRIM
3
WOOD STOOL (WOOD CRAFTERS OF VIRGINIA
PROFILE #52904 OR EQUAL) W/APRON (WOOD
CRAFTERS PROFILE #36242 OR EQUAL).
GRADE
0’ − 0"
1' 8"
C:\ARCH_REVIT PROJECTS\09195−4SQ−D_MRC−Local.rvt
OCTOBER 3, 2012
DATE
3' 0"
7' 6"
1 1/2" = 1’−0"
TREATED WOOD SILL
TOP OF FOOTING
−0’ − 8"
10/04/12
BEAM BEYOND
BOTTOM OF SOFFIT (SEE PLAN FOR LOCATION)
R.O.
RETURN GWB TO FACE OF WINDOW FRAME (TYP.)
+36"
2 X 4 SUB FASCIA
CONT. BEAD OF SILICON UNDER SILL PLATE (TYP.)
1ST FLOOR
2’ − 4"
1/2"
DETAIL @ PORCH RAIL
3
A31 D A31 D
2 X 6 CEILING JOIST
5/4 X 6 FIBER CEMENT TRIM. FUR OUT
FROM FACE OF WALL WITH 1/4" X 6" FIBER
CEMENT SIDING.
5' 0"
1/2"
ICE AND WATER SHIELD
TJI
TO SECOND FLOOR BEARING
HANKINS AND ANDERSON, INC.
TOP OF BEAM
MTL. FLASHING AT TOP OF TRIM. FOLD
FLASHING DOWN (MIN. 3/4") AT SIDES OF TRIM
1 1/2" = 1’−0"
3
1 1/4" LVL RIM BOARD
9' 4 1/2"
A31 6D A31 D
1/2"
10 1/4"
12
DETAIL @ STAIR RAIL
4
3 1/2" 1 1/2"
1/2"
2ND FLOOR
12’ − 6 3/4"
10 1/4"
2ND FLOOR
12’ − 6 3/4"
2' 0"
2' 0"
SIMPSON 2 X 6 FACE MOUNTED HANGER
CMU PIER BEYOND
GRADE
0’ − 0"
GALV. MTL. CLIP ANCHORED
TO 8" DIA. CONC PIER
FOUNDATION. EXTEND
FOUNDATION TO FOOTING
AND PROVIDE (X2) #4 BARS
NEWPORT NEWS, VA.
2X4 BLOCK'G@ 2' 0" O.C.
(RUN VERTICALLY)
6 X 6 GALV. STANDOFF POST
BASE WITH 1/2" HOT DIPPED
GALV. EXPANSION ANCHOR
INTO THICKENED CONCRETE
DETAILS AND
SECTIONS
PAINTED FIBER CEMENT TRIM
1X3 PAINTED WOOD
TRIM BEYOND
1X4 PAINTED WOOD
FOUNDATION SCREEN
TOP OF FOOTING
−0’ − 8"
TREAT'D 2X4 FRAME.
ANCHOR TO MASONRY
AT EACH END.
MASONRY PIER BEYOND
GRADE
0’ − 0"
1' 4"
1
A11 6D A31 D
WALL SECTION, TYP.
3/4" = 1’−0"
2
A11 6D A31 D
WALL SECTION PORCH
3/4" = 1’−0"
5
A11 6D A31 D
A31−D
DETAIL
1 1/2" = 1’−0"
PROJECT NO.
09195.000
10/4/2012 11:34:00 AM
GENERAL NOTES
MECHANICAL ELECTRICAL PLANS
UP
HOSE BIB
1.
FOR RECESSED CAN LIGHTS @ BATHROOM AND EXTERIOR LOCATIONS, PROVIDE WET
LOCATION HOUSINGS AND LENSES.
2.
PROVIDE PULL CHAIN LIGHT FIXTURE IN ATTIC SPACE NEAR ATTIC ACCESS LADDER.
3.
FOR ALL CEILING FANS, WIRE CEILING FAN LIGHT TO SWITCH. PROVIDE PULL CHAIN TO
OPERATE FAN MOTOR.
4.
ALL HVAC REGISTERS AND DIFFUSERS SHALL BE LOCATED IN THE CEILING.
5.
FOR GFI RECEPTACLES LOCATED ON THE EXTERIOR, PROVIDE NON METALLIC GFI
RECEPTACLE WEATHERPROOF COVER.
GFI
GFI
GFI
SEE NOTE 3
REFR.
DW
G
KITCHEN
DINING
THE BASIS OF DESIGN FOR THE MECHANICAL SYSTEM INCLUDES THE FOLLOWING:
YORK, LX SERIES SPLIT SYSTEM HEAT PUMP WITH REMOTE OUTDOOR UNIT AIR SOURCE.
THIS SYSTEM IS RATED IN ACCORDANCE WITH AHRI STANDARD 210/240 2006 FOR UNITARY
AIR CONDITIONING AND AIR SOURCE HEAT PUMP EQUIPMENT. IT INCLUDES THE
FOLLOWING PERFORMANCE SPECIFICATIONS:
GFI
CLOS
R
BEDROOM
GFI
GFI
PANTRY
BEDROOM
HOSE BIB
CLOS
SD
HVAC SUPPLY REGISTER
(SEE NOTE 4)
HVAC
LAUNDRY
HALL
COOLING CAPACITY (BTUH)
EER RATING (COOLING)
SEER RATING (COOLING)
HEATING CAPACITY (BTUH) @ 47 DEG. F
REGION IV HSPF RATING (HEATING)
HEATING CAPACITY (BTUH) @ 17 DEG. F
APPROXIMATE LOCATION OF
HVAC EQUIPMENT IN ATTIC
SPACE ABOVE
LINEN
TO
LIGHT
ABOVE
SD
HVAC RETURN REGISTER
(SEE NOTE 4)
WIC
9.00
18700
ALL TRUNK DUCT WORK (AS DESIGNED) IS METAL WITH 3" ALUMINUM FOIL INSULATION.
ALL BRANCH LINES HAVE 3" ALUMINUM FOIL INSULATION.
3
COATS
12.50
15.00
30000
1 HONEYWELL Y8150A1009 FRESH AIR VENTILATION SYSTEM
1 YORK 10KW HEATER 32,000 BTU
1 HONEYWELL 8000 THERMOSTAT
6
LIVING
29400
HALL
SD
10 YEAR WARRANTY.
DN
HANKINS AND ANDERSON, INC.
LINEN
FOYER
DASHED LINE
INDICATES SOFFIT
FOR CONCEALING
MECH DUCT.
BATH 1
6
MASTER
BEDROOM
10/04/12
SD
GFI
3
GFI
GFI
BATH 2
6
8' 0" X 24'
REVISIONS
6
MECHANICAL − ELECTRICAL LEGEND
SD
1ST FLOOR PLAN
2ND FLOOR PLAN
1/4" = 1’−0"
1/4" = 1’−0"
OCTOBER 3, 2012
DATE
6
PORCH
G
SMOKE DETECTOR
GARBAGE DISPOSAL
WALL LAMP EXTERIOR
6" RECESSED CAN (SEE NOTE 1)
6
NEWPORT NEWS
REDEVELOPMENT &
HOUSING
AUTHORITY
FOUR SQUARE MODEL − OPTION D
NNRHA SOUTHEAST
DESIGN GUIDE
DOWNLIGHT OVER SINK
SURFACE MOUNTED CEILING LIGHT
NEWPORT NEWS, VA.
CEILING FAN WITH LIGHT
C:\ARCH_REVIT PROJECTS\09195−4SQ−D_MRC−Local.rvt
RECEPTACLE SINGLE
GFI
RECEPTACLE SINGLE GROUND FAULT INTERUPT
HVAC AND
ELECTRICAL LAYOUT
SWITCH SINGLE
3
SWITCH
THREE WAY
EXHAUST FAN
SUPPLY REGISTER
RETURN REGISTER
A41−D
PROJECT NO.
09195.000