FOUR SQUARE MODEL – OPTION C
UP
LIVING AREAS 40 PSF 10 PSFSLEEPING AREAS 30 PSF 10 PSFCEILING JOISTS 20 PSF 10 PSFROOF AREA 20 PSF 10 PSFATTIC (LIMITED STORAGE) 20 PSF 10 PSFWIND LOAD 100�110 MPH EXPOSURE C (IRC 2006)
DESIGN LOADS LIVE LOADS DEAD LOADSBUILDING DATA
TYPE OF CONSTRUCTION: 5�BMAXIMUM BUILDING HEIGHT: 35 FEETCLIMATE ZONE 4
GROSS SQUARE FOOTAGE 1568 SFFRONT PORCH SQUARE FOOTAGE 962 SF
TOTAL SQUARE FOOTAGE 1760SF SEE GENERAL NOTE #15 FOR WALL BRACING INFORMATION.
THESE DRAWINGS ARE INTENDED TO COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2009 EDITION)/2009 INTERNATIONAL RESIDENTIAL CODE (IRC)
SECTIONMARK
WALL OR BUILDINGSECTION NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
D
AINTERIORELEVATION ELEVATION LETTER(S)
SHEET NUMBER
ELEVATION LETTER
SHEET NUMBER
EXTERIORELEVATION
CALLOUTMARK
A101
DOORTAG
WINDOWTAG
ELEVATIONMARKER
XXX
H�1
X
H�1
HEADER NUMBER
DOOR NUMBER
HEADER NUMBER
WINDOW NUMBER
WHERE CUT
1WHERE SHOWN
DETAILTITLE
DETAIL NUMBER
A101
1
A
A101
A101
1
A102 A102
DETAILMARK
DETAIL NUMBER
SHEET NUMBER
A101
1
GARAGE
DRIVEWAY
MIN
.
5'�0"
SINGLE FAMILY RESIDENCE3 BR, 2 1/2 BATH
2 STORY
OPTIONAL
MIN.
5' � 0"
EXISTING SIDEWALK
PORCH
HEAVY DASHED LINES INDICATE APROPOSED SITE BOUNDARY LINE.CONTRACTOR SHALL VERIFY PROPERTYLINES AND REQUIRED SETBACKS WITHPARCEL BOUNDARIES
SE
E N
OT
E
10' �
0"
UNLESS INDICATED OTHERWISE, ALL NOTES, DETAILS AND FEATURES DRAWN AS APPLICABLE FOR ONE CONDITION SHALL BE APPLICABLE TO SIMILARCONDITIONS WHETHER OR NOT IT IS SPECIFICALLY INDICATED OR NOTED.
THE CONTRACTOR SHALL VERIFY ALL GRADES , ELEVATIONS AND DIMENSIONS AND SHALL HAVE ALL DISCREPANCIES BROUGHT TO THE ARCHITECT'S ATTENTIONPRIOR TO COMMENCEMENT OF CONSTRUCTION.
THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR CORRECTIVE ACTION DUE TO THE CONTRACTOR'S FAILURE TO COORDINATE THE WORK.
ALL DIMENSIONS ARE TO THE CENTERLINE OF COLUMNS, FACE OF STUDS, OR FACE OF MASONRY, UNLESS OTHERWISE INDICATED.
THE CONTRACTOR SHALL COMPLY WITH CURRENT APPLICABLE CODES, ORDINANCES, LAWS, AND OTHER LEGAL REQUIREMENTS OF THE PUBLIC AUTHORITIESHAVING JURISDICTION.
ALL HANDRAIL ASSEMBLIES AND GUARDRAIL SYSTEMS SHALL RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT APPLIED IN ANY DIRECTION ALONG THE TOP ANDTO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. (TABLE R301.5)
INTERMEDIATE RAILS AND BALUSTERS AND PANEL FILLERS SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS PER SQUARE FOOT. (TABLE R301.5)
ALL HANDRAIL ASSEMBLIES AND GUARDRAIL SYSTEMS SHALL RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT ANY POINTALONG THE TOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE ELEMENTS OF THE BUILDING.(TABLE R301.5)
JOIST FRAMING INTO THE SIDE OF A WOOD GIRDER / BEAM SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS.
FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE�RETARDANT TREATED SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL , STAINLESS STEEL, SILICONBRONZE 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 ENDGRAIN OF ANY MEMBER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE VERIFICATION OF ADEQUATE SOIL BEARING CAPACITY DURING FOUNDATIONCONSTRUCTION. IF THE FOUNDATION SOIL BEARING CAPACITY IS FOUND NOT ADEQUATE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAINTHE SERVICES OF A SOIL ENGINEER TO DETERMINE THE METHOD FOR PROVIDING ADEQUATE BEARING CAPACITY.
ALL INTERIOR SHEATHING SHALL BE 1/2" GYPSUM BOARD WITH A #4, VENEER PLASTER FINISH ON WALLS AND A TEXTURED, ACOUSTICAL FINISH ON THECEILINGS.
ASPHALT SHINGLES SHALL H AVE SELF�SEAL STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D225 OR D 3462. FASTENERS FOR ASPHALT SHINGLES SHALLBE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS WITH A MIN. 12 GA. SHANK AND 3.8" DIA. HEAD. REFER TO EARTHCRAFTCHECKLIST FOR SRI VALUES REQUIRED.
EXTERIOR COLOR RECOMMENDATIONS ARE AS FOLLOWS:
MANUFACTURER LINE OF COLOR
BENJAMIN MOORE AFFINITY EXTERIORSHERWIN WILLIAMS AMERICA'S HERITAGESHERWIN WILLIAMS NORTHERN SHORES AND SEAPORTS
WALL BRACING REQUIREMENTS (PER SECTION 602.10) SHALL BE MET VIA CONTINUOUS, 1/2" PLYWD SHEATHING ON THE EXTERIOR. BRACED WALL LINE SPACINGLENGTH = 28'. THE CONTRACTOR SHALL COORDINATE FASTENING REQUIREMENTS WITH FRAMING LAYOUT.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
1. 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.
EARTHCRAFT VA. OFFICE (804) 225%9843WEBSITE: www.ecvirginia.org
CONTACT INFO:
2. SEE SHEET G12�A FOR EARTHCRAFT HOUSE PROJECT DATA
HANKINS AND ANDERSON, INC.
PROJECT NO.
DATE
REVISIONS
10/5
/2012 2
:08:4
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TITLE SHEET
09195.000
NNRHA SOUTHEASTDESIGN GUIDE
OCTOBER 3, 2012
NEWPORT NEWS, VA.
G11−C
NEWPORT NEWSREDEVELOPMENT &HOUSINGAUTHORITY
FOUR SQUARE MODEL − OPTION C
ARCHITECTURAL DRAWINGS
NO. SHEET NAME
A10�C FOUNDATION PLAN AND FRAMING PLANS
A11�C FIRST FLOOR PLAN, SECOND FLOOR PLAN ANDINTERIOR ELEVATIONS
A21�C ELEVATIONS
A31�C DETAILS AND SECTIONS
A41�C HVAC AND ELECTRICAL LAYOUT
CODE DATA
SOUTHEAST DESIGN GUIDE
DRAWING SYMBOLS
1/8" = 1’−0"
KEY PLAN
NEWPORT NEWS, VIRGINIA
GENERAL NOTES
FOUR SQUARE STYLE MODEL % OPTION C
GENERAL DRAWINGS
NO. SHEET NAME
G11�C TITLE SHEET
G12�C EARTHCRAFT PROJECT DATA AND MISC. DETAILS
DRAWING INDEX
NOTE:CONTRACTOR SHALL VERIFY ACTUAL, ALLOWABLE SETBACK DISTANCEWITH THE NEWPORT NEWS ZONING DEPARTMENT. SETBACK DISTANCESHALL BE BASED ON THE 'AVERAGE OF THE BLOCK' CALCULATION INCHAPTER 45, SECTION 45�2802 OF THE NEWPORT NEWS ZONINGORDINANCE.
NEWPORT NEWS REDEVELOPMENT AND HOUSING AUTHORITY
EARTHCRAFT HOUSE NOTES
FOUR SQUARE OPTION C
FLOOR LEVEL BRACED WALL LINE SPACING BRACING METHOD USED
FIRST 28'�0" CONTINUOUS SHEATHING 13.5' 18', 20.5, 20', 20.5'
FLOOR LEVEL BRACED WALL LINE SPACING BRACING METHOD USED MIN. TOTAL LENGTH REQ'D. LENGTH PROVIDED ON 4 EXT. WALLS
SECOND 28'�0" CONTINUOUS SHEATHING 7'�0" 15.5', 20.5, 18', 23'
10/04/12
DRAWERS
SINK BASE
CABINET
BACKSPLASH
VANITY SINK
MIRROR
+7'�6"
TYP.
KITCHEN SINK
SINK BASE
WALL CABINET
SOFFIT
CROWN MOLDING
DW
REF
OPEN
WALL CABINET
BACKSPLASH
BASE CABINET
RANGE/OVEN
RANGE HOOD
1' �
6"
+6'�8"
TYP.
HANKINS AND ANDERSON, INC.
PROJECT NO.
DATE
REVISIONS
10/3
/2012 2
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EARTHCRAFT
PROJECT DATA AND
MISC. DETAILS
09195.000
NNRHA SOUTHEAST
DESIGN GUIDE
OCTOBER 3, 2012
NEWPORT NEWS, VA.
G12−C
NEWPORT NEWS
REDEVELOPMENT &
HOUSING
AUTHORITY
FOUR SQUARE MODEL − OPTION C
1/2" = 1’−0"
BATH 1 1/2" = 1’−0"
BATH 2 1/2" = 1’−0"
KITCHEN ELEVATION 1 1/2" = 1’−0"
KITCHEN ELEVATION 2
INTERIOR ELEVATIONS
10/04/12
2A31�C
1A31�C
5A31�C
28' � 0"
28' �
0"
28' � 0"
2' � 6" 7' � 0" 6' � 1 3/8" 9' � 10 5/8" 2' � 6"
6' �
2"
6' �
2"
6' �
0"
9' �
8"
EQ. 7' � 0" EQ.
4A10�C
TO
CE
NT
ER
LIN
E O
F C
OL.
7' �
2"
SE
E N
OT
E 8
VA
RIE
S
SE
E N
OT
E 8
VA
RIE
S3' �
0"
4' � 4" 3' � 2"
DOUBLE 9 1/2" LVL @BEARING WALL (SEE NOTE 5)
2 x
8
@ 1
6"
O.C
.
BACKFILL FOUNDATION(SEE NOTE 2)
OF PIER
TERMITE TREATMENT(SEE NOTE 6)
9�1
/2"
TJI 110
@ 1
6"
O.C
.9�1
/2"
TJI 110
@ 1
6"
O.C
.
OF PIER
OF PIER
THICKENED SLABAT FOOT OF STAIRSWITH 2�#4 REBAR
2 x
8
@ 1
6"
O.C
.
2 x
8
@ 1
6"
O.C
.
GROUTSOLID WITH#3 REBAR
CO
NT
INU
OU
SS
PA
N
GROUT SOLIDWITH #3 REBAR
8 X 16 CMU PIER(GROUT SOLID)FULL HEIGHT, TYP.
16" X 24" X 12" DEEPFOOTING (MIN.)
30" X 30" X 12" DEEPFOOTING W/ (3) #4 X2' � 0" E.W. BOTT.
(4) 2 X 8 TREATED WD.GIRDERS FASTENED TOPIER WITH 16 GA. GALV.STRAPPING FULLYGROUTED IN PIER
30" X 30" X 12" DEEPFOOTING W/ (3) #4 X2' � 0" E.W. BOTT.
10' � 2"8' � 11"
8' � 11"
(x2)
TR
TD
. 2x8 B
EA
MW
/ S
IMP
SO
N H
AN
GE
RS
(x2)
TR
TD
. 2x8 B
EA
MW
/ S
IMP
SO
N H
AN
GE
RS
(x2)
TR
TD
. 2x8 B
EA
MW
/ S
IMP
SO
N H
AN
GE
RS
(x2)
TR
TD
. 2x8 B
EA
MW
/ S
IMP
SO
N H
AN
GE
RS
ACCESSPANEL
2' � 8"
3' �
0"
4' �
0"
2' �
1"
2' �
1"
2' � 1" 2' � 1"
2X8 RAFTERS
@ 16" O.C.
2X
8 R
AF
TE
RS
@ 1
6"
O.C
.
2X
8 R
AF
TE
RS
@ 1
6"
O.C
.
2X8 RAFTERS
@ 16" O.C.
2X10
HIP
(TYPIC
AL)
2 X 10 HIP R
AFTER
2 X 4 SUBFASCIA (TYP.)
LOCATE STACKVENT AND OTHERMISC ROOFPENETRATIONSON THE BACKSIDE OF ROOF
LOCATION OFATTIC ACCESSLADDER BELOW
2X8 CJ
@ 16" O.C.
2X8 CJ
@ 16" O.C.
2 X 8 @ 16"O.C. TURNED90° TO TIE W/ RAFTERS
(2) 2 X 8 JOISTS (2) 2 X 8 JOISTS
(2) 2 X 6 EA. SIDEOF ATTIC ACCESS@ CEILING
2 X 8 @ 16"O.C. TURNED90° TO TIE W/ RAFTERS
9�1
/2"
TJI 110
@ 1
6"
O.C
.
9�1
/2"
TJI 230
@ 1
6"
O.C
.
9�1/2" TJI 110
@ 16" O.C.
DOUBLE TJI JOIST AT BEARING WALL
DOUBLE TJI JOIST AT BEARING WALL
DOUBLE TJI JOIST AT BEARING WALL
(2)
2 X
12 B
EA
M(2) 2 X 12 BEAM
2 X 8 RAFTERS
@ 16" O.C.
2 X 10 HIP R
AFTER2 X 1
0 HIP
RAFTER
2 X 10 LEDGER. ATTACHTO STUDS W/ 3 16d NAILS.
2 X 6 JOISTS
@ 16" O.C.
(2)
2 X
12 B
EA
M
4 X 4 WOOD POST W/ SIMPSONABA POST BASE & PC COL. CAP
(2) 9 1/2" LVL"WIND BEAM"GLUE NAILEDTOGETHER W/SIMPSON A35 HI& LO EA. END
(2) 9 1/2" LVLHEADER
(2) 9 1/2" LVLBAND BOARDOVER WALL
(2) 9 1/2" LVL BANDBOARD OVER WALL
CO
NT
INU
OU
SS
PA
N
(2) 2 X 12 BEAM
(2) 2X6 JOIST
TURN CJ 90° TOTIE W/ RAFTERS
PROVIDE SIMPSONFACE MOUNTEDHANGERS @ EA.RAFTER
GENERAL NOTES �
FOUNDATION AND FRAMING PLANS
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 SEAMSLAPPED & TAPED 6" MIN. CONTINUE VAPOR BARRIER UP FOUNDATION WALL AND FASTEN TOTREAT'D WOOD SILL WITH HOT DIPPED GALVANIZED NAILS.
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 AMINIMUM OF 2 BOLTS PER SECTION. BOLTS SHALL BE 1/2 INCH AND EXTEND A MINIMUM OF 7" INTOMASONRY UNITS. FILL CELL VOIDS AT EACH ANCHOR AND PROVIDE OVERSIZED GALV. WASHERBEFORE TIGHTENING.
5. WHERE DOUBLE MEMBERS ARE INDICATED, MECHANICALLY FASTEN MEMBERS IN A MANNERSUCH THAT MEMBERS SHARE THE SUPERIMPOSED LOADS, INCLUDING LOADS FROM HEADERS.
6. PROVIDE TERMITE TREATMENT IN ACCORDANCE WITH IRC. FOLLOW MANUFACTURER'SAPPLICATION INSTRUCTIONS.
7.
8.
9.
10.
11
.12.
PROVIDE 3/4" T & G PLYWD FLOORING UNDERLAYMENT SCREWED AND GLUED TO TJI FLOOR FRAMING.
AT ALL EXTERIOR STAIRCASES, THE CONTRACTOR SHALL VERIFY AND COORDINATE ACTURALNUMBER OF RISER AND TREADS WITH THE SLOPE AT EACH SITE.
FOUNDATIONS HAVE BEEN DESIGNED FOR A BEARING PRESSURE OF (1500) PSF. FOUNDATIONBEARING SOILS SHALL BE EVALUATED BY A LICENSED GEOTECHNICAL ENGINEER TO CONFIRM THEDESIGN BEARING PRESSURE AND THAT THE ASSOCIATED SETTLEMENTS ARE WITHIN GENERALLYACCEPTED TOLERABLE LIMITS.
PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTEDBY THE GEOTECHNICAL ENGINEER TO EXPLORE THE EXTENT OF LOOSE, SOFT OR OTHERWISEUNSTISFACTORY SOIL MATERIAL AND TO VERIFY DESIGN BEARING PRESSURE. THE GEOTECHNICALENGINEER WILL PROVIDE DIRECTION FOR CORRECTIVE ACTION WHERE REQUIRED.
PROVIDE CONCRETE PIER FOUNDATION FROM THE TOP OF FOOTING TO A LEVEL 2" ABOVE GRADEFOR 'HOG PINNING' SUPPORT. PROVIDE REINFORCING STEEL FROM FOOTING TO PIER.
PROVIDE LATERAL SUPPORT FOR ALL ENGINEERED WOOD JOISTS AND TRUSSES PER THEMANUFACTURER'S RECOMMENDATION.
FIRST FLOOR2’ − 4"
TREATED WOOD (4) 2X8GIRDER � SPLICE OVER PIERS
GALVANIZED 12 GA X 2 1/16"PA FOUNDATION STRAP
PROVIDE CLASS1POLYETHYLENE VAPORRETARDER, TYP.
TJI FLOOR FRAMING �TOE NAIL TO WOOD GIRDER
4" THICK SAND FILL OVERCOMPACTED SOIL
CONC. FOOTING
TJI BLOCKING AS REQUIRED
3/4" PLYWOOD
4"
4"
MIN
.
1' �
0"
MIN
.
1' �
6"
HANKINS AND ANDERSON, INC.
PROJECT NO.
DATE
REVISIONS
10/4
/2012 1
1:1
1:2
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FOUNDATION PLANAND FRAMING PLANS
09195.000
NNRHA SOUTHEASTDESIGN GUIDE
OCTOBER 3, 2012
NEWPORT NEWS, VA.
A10−C
NEWPORT NEWSREDEVELOPMENT &HOUSINGAUTHORITY
FOUR SQUARE MODEL − OPTION C
1/4" = 1’−0"
FOUNDATION PLAN / 1ST FLOOR FRAMING PLAN
1/4" = 1’−0"
ROOF FRAMING PLAN 1/4" = 1’−0"
2ND FLOOR FRAMING PLAN
1 1/2" = 1’−0"6 A10�C
4 CMU PIER�TYPA10�A
10/04/12
?
REFR.
WH
DW
UP
DN
A21�CD
A21�C
A21�C
A21�C B
C
A
4
H2
7
H�2
28' � 0"
C
H�2
A
H�2
28' �
0"
9' �
10"
LIVING
16'10" X 17'10"
DINING
10'6" X 11'0"
FOYER
6'10" X 6'8"
PANTRY
4
H2
COATS
C
A
H�2
1
H�3
2A31�C
1A31�C C
H�2
C
H�2
C
H�2
2
H�2
C
H�2
4
H�2
5' �
0"
7' �
2"
13' �
0"
2' �
10"
3"
2' �
6"
19' �
2"
2' �
10"
3' �
6"
5' � 10" 8' � 6" 8' � 4" 5' � 4"
6' � 3" 2' � 10" 2' � 10" 9' � 0" 7' � 1"
9' �
6"
6' �
10"
4' �
5"
6' � 10" 3' � 2" 3' � 6" 3' � 4"
7' �
0"
2' �
6"
CO4
CO2
CO5
HALL
PWDR
KITCHEN
9'2" X 16'6"
PORCH
VA
RIE
S3' �
0"
3' � 10"
CO1
CO1
3' �
0"
5' �
10"
4' �
8"
3' � 5"
5A31�C
LAUNDRY
28' � 0"
C
H�2
G12�C
2
1
CO3
H�3
6' � 2"
DOWNSPOUT (DS)W/SPLASH BLOCK TYP.
PAINTED, TREATED5/4 X 6 WD DECKING
LINE OF WALLABOVE
H�2
SEE NOTE 6
1' � 10"
C
W/D
+7.5"+0'�0"
�0'�4"
H�3
H�3
(OVER THREE OPENINGS)
C
(OVER TWOOPENINGS)
TRTD. WOOD POST
DOWNSPOUT (DS)W/ SPLASH BLOCKTYP.
DS
DS
DS
DS
DS
TREATED 5/4 X 6 WDDECKING ANDRAILING AT REAR OFHOUSE
H�1
DASHED LINEINDICATES SOFFITFOR CONCEALINGMECH DUCT.
GENERAL NOTES FLOOR PLANS
1. UNLESS OTHERWISE NOTED CEILING HEIGHTS SHALL BE AS FOLLOWS:
2. ALL FLOOR TRANSITIONS TO OCCUR UNDER THE CENTERLINE OF THE DOOR OR CENTERLINE OFCASED OPENING.
3. WALLS SHALL HAVE THE FOLLOWING CONSTRUCTION:EXTERIOR � 2" X 4" WOOD STUDS @ 16" O.C. WITH 1/2 PLYWD SHEATHING TO THE OUTSIDEAND 1/2" GWB TO THE INSIDE.INTERIOR � 2" X 4" WOOD STUDS @ 16" O.C. WITH 1/2" GWB ON BOTH SIDES UNLESS NOTEDOTHERWISE.
4. FRONT PORCH HANDRAILS AND POSTS TO BE PAINTED DOUGLAS FIR. SEE SHEET A31�C FORADDITIONAL INFORMATION.
5. REAR PORCH HANDRAIL AND POST TO BE TREATED WOOD.
FIRST FLOOR 9'0" (APPROXIMATELY)SECOND FLOOR 8'0" (APPROXIMATELY)
6.
7.
8.
9.
10.
PROVIDE 18" DEEP SHELVING IN ALL PANTRY AND LINEN CLOSETS (MIN. 5 SHELVES EA.).CONTINUE FLOOR FINISH BENEATH SHELVING.
PROVIDE THRESHOLD AT OPENINGS WHERE FINISHED FLOOR CHANGES MATERIAL.
AT ALL EXTERIOR STAIRCASES, THE CONTRACTOR SHALL VERIFY AND COORDINATE THEACTUAL NUMBER OF RISERS AND TREADS WITH THE SLOPE AT EACH SITE.
UNLESS OTHERWISE NOTED, LOCATE DOORS 4" FROM NEAREST WALL TO FACE OFFINISHED JAMB.
USE A DOUBLE (2x4) STUD BETWEEN WINDOWS.
VINYL TILE CARPET
6
H1
3
H1
5
H1
6
H1
BEDROOM
12'4" X 10'1"BEDROOM
12'4" X 11'3"
MASTERBEDROOM
13'6" X 12'5"
WIC
8'4" X 4'0"
BATH 1
BATH 2
6
H1
LINEN
HALL
CLOS
CLOS
5
H1
4
H1
LINEN
2A31�C
1A31�C
B
H�2
B
H�2
B
H�2
B
H�2
B
B
H�2
B
H�2
B
H�2
B
H�2
B
H�2
6
H1
6
H1
6
H1
5' �
0"
11' �
10"
8' �
4"
2' �
10"
20' � 0" 2' � 10" 5' � 2"
14' �
6"
3' �
6"
10' �
0"
2' � 6" 8' � 2" 6' � 8" 8' � 2" 2' � 6"
B
H�2
11' �
7"
3' �
0"
12' �
10"
1' �
2"
12' � 8" 2' � 4" 12' � 5"
13' � 7" 10' � 9" 3' � 1"
28' � 0"
28' �
0"
8' � 8"
7' � 4"
3' � 10"
3' � 9" 4' � 5"
5' �
6"
4' � 6"
ATTICACCESSLADDER
(OVER TWO OPENINGS)(OVER THREE OPENINGS)
+7'�8"+10'�2 1/2"
6" STUD WALL
4' �
10"
4' �
10"2
' � 3
"
2' �
8"
2' �
4 3
/4"
1' �
11 3
/4"
BBB
H�2
MARK TYPE WIDTH HEIGHT
C01
C02
C03
C04
WOOD TRIMMED
WOOD TRIMMED
WOOD TRIMMED
WOOD TRIMMED
3'�0"
5'�0"
3'�6"
9'�8"
6'�8"
6'�8"
3'�0"
6'�8"
CASED OPENING SCHEDULE
CASED OPENING NOTES:
1. LOCATE OPENING IN MIDDLE OF WALL UNLESS OTHERWISE NOTED
2. WOOD CASING AT OPENINGS TO MATCH DOOR CASING
C05 WOOD TRIMMED 4'�0" 6'�8"
MARK DESCRIPTION
H�1
H�2
H�3
2�2X4 W/ 1/2" SPACING MATERIAL
HEADER SCHEDULE
2�2X8 W/ 1/2" SPACING MATERIAL
2�2X10 W/ 1/2" SPACING MATERIAL
HEADER NOTES:
1. FOR ALL HEADERS LOCATED IN EXTERIOR WALLS, USE 1/2" THICK RIGIDINSULATION FOR SPACING MATERIAL. FOR ALL HEADERS LOCATED ININTERIOR WALLS, PROVIDE 1/2" THICK PLYWD SPACER.
DOOR NOTES:
DOOR HARDWARE TO BE SCHLAGE ACCENT STYLE RESIDENTIAL DOORHARDWARE OR EQUAL. FINISH TO BE SELECTED FROMMANUFACTURER'S STANDARD RANGE. PROVIDE LOCKSETS ASFOLLOWS:
FOR ENTRY DOORS: PROVIDE ENTRY DOOR LOCKSET WITHMATCHING DEADBOLT.
1.
2.
FOR ALL BEDROOM, BATHROOM AND POWDER ROOM DOORS:PROVIDE PRIVACY LOCKSETS.
FOR ALL CLOSETS AND PANTRY DOORS:PROVIDE PASSAGE LOCKSET.
PROVIDE NON OPERATING, FIXED HANDLE AT LAUNDRY CLOSETDOORS WITH A MAGNETIC STOP AT DOOR HEAD.
EXTERIOR DOORS SHALL BE 1 3/4" THICK, INSULATED FIBERGLASSDOORS. USE FEATHER RIVER DOOR COMPANY MODEL NUMBER 8D3401OR EQUAL. VERIFY FINAL DOOR SELECTION WITH EARTHCRAFTPERFORMANCE REQUIREMENTS.
3. INTERIOR DOORS TO BE 1 3/8" THICK, HOLLOW CORE, MOLDED PANELSERIES (6 PANEL) DOORS BY MASONITE OR EQUAL.
WINDOW NOTES:
1. ALL WINDOWS SHALL BE INSULATED DOUBLE HUNG WINDOWS. USE SILVERLINE3000 SERIES, INSULATED, DOUBLE HUNG WINDOW WITH LOW E GLAZING OREQUAL. REFER TO EARTHCRAFT CHECKLIST FOR ADDITIONAL PERFORMANCECRITERIA.
ALL WINDOW LOCATIONS ARE DIMENSIONED FROM CENTERLINE OF WINDOW.2.
HANKINS AND ANDERSON, INC.
PROJECT NO.
DATE
REVISIONS
10/3
/2012 2
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FIRST FLOOR PLAN,SECOND FLOORPLAN AND INTERIORELEVATIONS
09195.000
NNRHA SOUTHEASTDESIGN GUIDE
OCTOBER 3, 2012
NEWPORT NEWS, VA.
A11−C
NEWPORT NEWSREDEVELOPMENT &HOUSINGAUTHORITY
FOUR SQUARE MODEL − OPTION C
1/4" = 1’−0"
1ST FLOOR PLAN
FLOOR FINISH LEGEND
1/4" = 1’−0"
2ND FLOOR PLAN
DOOR SCHEDULE
MARK TYPE WIDTH HEIGHT
1 EXTERIOR FIBERGLASS W/ SIDELIGHT 3’ − 0" 6’ − 8"
2 EXTERIOR FIBERGLASS 3’ − 0" 6’ − 8"
3 6 PANEL HOLLOW CORE MASONITE DOOR 1’ − 6" 6’ − 8"
4 6 PANEL HOLLOW CORE MASONITE DOOR 2’ − 0" 6’ − 8"
5 6 PANEL HOLLOW CORE MASONITE DOOR 2’ − 4" 6’ − 8"
6 6 PANEL HOLLOW CORE MASONITE DOOR 2’ − 10" 6’ − 8"
7 6 PANEL HOLLOW CORE MASONITE POCKET DOOR 3’ − 0" 6’ − 8"
WINDOW SCHEDULE A
MARK TYPE WIDTH HEIGHT
A INSULATED DOUBLE HUNG 2' � 6" 3' � 0"
B INSULATED DOUBLE HUNG 2' � 6" 4' � 6"
C INSULATED DOUBLE HUNG 2' � 6" 5' � 0"
10/04/12
GRADE0’ − 0"
FIRST FLOOR2’ − 4"
SECOND FLOOR12’ − 6 3/4"
PAINTED 1X6 FIBERCEMENT TRIM FASCIABOARD
ASPHALT SHINGLEROOF
PRE�FINISHEDALUMINUM GUTTERSAND DOWNSPOUTS
PAINTED FIBER CEMENTTRIM
PAINTED FIBER CEMENTHORIZONTAL LAP SIDING
PRE�MANUFACTUREDCOLUMN
PRE�FINISHEDALUMINUM GUTTERSAND DOWNSPOUTS
WINDOW UNIT
PRE�FINISHEDFIBERGLASS DOOR W/FIBER CEMENT TRIM
PORCH2’ − 0"
5
12
5
12
312
3
12
ROOF BEARING20’ − 11 1/4"
PRE�FINISHED ALUM.COUNTERFLASHING
PAINTED 1X10 FIBERCEMENT FASCIA TRIMBOARD
5/4 x 6" THICK FIBERCEMENT TRIM
BRICK PIER
SPLASH BLOCK
ELASTOMERIC COATINGON CMU FOUNDATION(TYP.)PAINTED DOUGLAS
FIR WOOD RAILINGSAND POSTS
PAINTED HORIZONTAL TREAT'DWOOD "HOG PINNING"
2 8 0 8
PAINTED 1x6FIBER CEMENTFRIEZE BOARD
GRADE0’ − 0"
FIRST FLOOR2’ − 4"
SECOND FLOOR12’ − 6 3/4"
PORCH2’ − 0"
5
12
5
12
ROOF BEARING20’ − 11 1/4"
PAINTED WOOD STRINGER
PAINTED HORIZONTALWOOD 'HOG PINNING'
3
12
FOUNDATION VENT. SEE FOUNDATION PLAN FOR LOCATIONS
GRADE0’ − 0"
FIRST FLOOR2’ − 4"
SECOND FLOOR12’ − 6 3/4"
PORCH2’ − 0"
ROOF BEARING20’ − 11 1/4"
PRE�FINISHED ALUM.ATTIC VENTS ASREQUIRED
STACK VENT � PAINT TOMATCH ROOF
TREAT'D WD DECKING,TREADS AND RAILING.
EXTERIOR LIGHTFIXTURE
PRE�FINISHEDFIBERGLASS DOORW/ FIBER CEMENTTRIM
ACCESS PANEL
GRADE0’ − 0"
FIRST FLOOR2’ − 4"
SECOND FLOOR12’ − 6 3/4"
ROOF BEARING20’ − 11 1/4"
BATHROOM EXHAUST FAN
DRYER VENT PAINTEDTO MATCH SIDING
EXHAUST VENTPAINTED TO MATCHSIDING
FOUNDATION VENT. SEE FOUNDATION PLAN FOR LOCATIONS
GENERAL NOTES �
ELEVATIONS
1.
2.
ASPHALT SHINGLES SHALL HAVE SELF�SEAL STRIPS OR BEINTERLOCKING AND COMPLY WITH ASTM D225 OR D 3462.FASTENERS FOR ASPHALT SHINGLES SHALL BEGALVANIZED STEEL, STAINLESS STEEL, ALUMINUM ORCOPPER ROOFING NAILS WITH A MIN. 12 GA. SHANK AND3.8" DIA. HEAD. REFER TO EARTHCRAFT CHECKLIST FOR SRIVALUES REQUIRED.
AT ALL EXTERIOR STAIRCASES, THE CONTRACTOR SHALLVERIFY AND COORDINATE ACTURAL NUMBER OF RISER ANDTREADS WITH THE SLOPE AT EACH SITE
HANKINS AND ANDERSON, INC.
PROJECT NO.
DATE
REVISIONS
10/3
/2012 2
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ELEVATIONS
09195.000
NNRHA SOUTHEASTDESIGN GUIDE
OCTOBER 3, 2012
NEWPORT NEWS, VA.
A21−C
NEWPORT NEWSREDEVELOPMENT &HOUSINGAUTHORITY
FOUR SQUARE MODEL − OPTION C
1/4" = 1’−0"A11�C A21�C
A FRONT ELEVATION 1/4" = 1’−0"10 A21�C
B LEFT ELEVATION
1/4" = 1’−0"10 A21�C
C REAR ELEVATION 1/4" = 1’−0"A11�C A21�C
D RIGHT ELEVATION
SEE ELEVATION AFOR SIMILAR NOTES
SEE ELEVATION AFOR SIMILAR NOTES
SEE ELEVATION AFOR SIMILAR NOTES
A11�A
A11�A
A11�A
A11�A
10/04/12
TOP OF FOOTING−0’ − 8"
GRADE0’ − 0"
FIRST FLOOR2’ − 4"
SECOND FLOOR12’ − 6 3/4"
1' �
8"
MIN
. 1'�6"
TO
SE
CO
ND
FLO
OR
BE
AR
ING
9' �
4 1
/2"
10 1
/4"
TO
RO
OF
BE
AR
ING
8' �
4 1
/4"
2' � 1"
ROOF BEARING20’ − 11 1/4"
1' � 4"
1' �
0"
8"
2' �
0"
R.O
.
4' �
6"
1' �
10 1
/2"
2' �
0"
R.O
.
5' �
0"
2' �
4 1
/2"
10 1
/4"
3"
3"
ELASTOMERIC COATING @ FOUNDATION (TYP)
8" CMU
GALV. ANCHOR BOLT W/ WASHER
TREATED WOOD SILL
1 1/4" LVL RIM BOARD
CONT. BEAD OF SILICON UNDER SILL PLATE (TYP.)
1 1/2" X 1/4" FIBER CEMENT STARTER STRIP
SAND FILL WITH VAPOR BARRIER. (SEE NOTE 1)
(X2) #4 REBAR CONTINUOUS IN FOOTING. PLACEREBAR A MIN. OF 3" FROM BOTTOM OF FOOTING
PERIMETER DRAIN � PROVIDE 4" PERF. PIPE INPOROUS FILL WITH LANDSCAPE FABRIC WRAP.
5/4 X 4 FIBER CEMENT TRIM
INSULATED WINDOW. INSTALL PERMANUFACTURER'S INSTALLATION AND FLASHINGDETAILS.
WOOD STOOL (WOOD CRAFTERS OF VIRGINIAPROFILE #52904 OR EQUAL) W/APRON (WOODCRAFTERS PROFILE #36242 OR EQUAL).
WOOD TRIM (WC#73902 OR EQUAL)RETURNED BACK TO HOUSE AT SIDES OFTRIM. PROVIDE CONTINUOUS 1" FURRINGAT FACE OF WALL
5/4 X 6 FIBER CEMENT TRIM. FUR OUTFROM FACE OF WALL WITH 1/4" X 6" FIBERCEMENT SIDING.
MTL. FLASHING AT TOP OF TRIM. FOLDFLASHING DOWN (MIN. 3/4") AT SIDES OF TRIM
RETURN GWB TO FACE OF WINDOW FRAME (TYP.)
TJI
BATT INSULATION (SEE NOTE 4)
3/4" X 4" FIBER CEMENT TRIM BEYOND
1/2" SHEATHING (EXTEND 1" BELOW TREATEDWOOD SILL)
SLOPE GRADE TO DRAIN (MIN. 2%)
NOTE:PROVIDE SELF ADHERING ICE AND WATERSHIELD MEMBRANE @ ALL ROOF PERIMETERSAND RIDGES. FOR ROOFS WITH A SLOPE OFLESS THAN 4" PER FOOT, PROVIDE ICE ANDWATER SHIELD OVER ENTIRE ROOF SURFACEINSTALLED PER MANUFACTURER'SRECOMMENDATIONS
PROVIDE HURRICANE CLIPS AT EACH RAFTER
1 1/4" LVL RIM BOARD
2 X 4 WOOD BLOCKING
(7) 16d NAILS BET. RAFTER & CEILING JOISTS, TYP.
2 X 8 WOOD CEILING JOISTS
3/4" T&G PLYWOOD GLUE NAILED @ 12" O.C.
12
5
2 X 8 WOOD RAFTERS
BO
TT
OM
OF
SO
FF
IT (
SE
E P
LA
N F
OR
LO
CA
TIO
N)
7' �
6"
TOP OF FOOTING−0’ − 8"
GRADE0’ − 0"
FIRST FLOOR2’ − 4"
SECOND FLOOR12’ − 6 3/4"
PORCH2’ − 0"
1' � 5"
2' � 1"
ROOF BEARING20’ − 11 1/4"
PAINTED 1X6 FIBER CEMENT FRIEZE BOARD
VENTED FIBER CEMENT SOFFIT PANEL W/2 1/2" X 3/4" FIBER CEMENT BATTENBOARDS @ SEAMS AND EDGES.
WOOD BLOCKING
6" EXPOSURE, FIBER CEMENT HORIZONTALLAP SIDING OVER HOUSEWRAP.
2 X 4 SUB FASCIA
PAINTED 1X6 FIBER CEMENT FASCIA
CONTINUOUS METAL DRIP EDGE
ASPHALT SHINGLES OVER 30LB FELT PAPEROVER 5/8" PLYWOOD SHEATHING
INSULATION BAFFLE
PRE�FINISHED ALUMINUM GUTTER WITHLEAF SCREEN
PROVIDE CONTINUOUS STRIP OFFLEXIBLE FLASHING FROM UNDERSIDEOF HOUSEWRAP TO TOP FELT PAPER.
PROVIDE CONTINUOUS METAL FLASHINGAT ROOF � WALL INTERSECTION FROMUNDERSIDE OF HOUSEWRAP TO TOP OFSHINGLES. PROVIDE CONTINUOS BEADOF SILICON SEALANT AT UNDERSIDE OFFLASHING AND FASTEN TO ROOF WITHHOT DIPPED GALV, GASKETED WOODSCREWS.
ASPHALT SHINGLES OVER 30# FELT OVER5/8" PLYWD SHEATHING
INSULATION CONT. OVER TOP PLATE
3A31�C
5/4 x 4 FIBER CEMENT TRIM
TRTD. WD. DECKING
1/2" SPACERS
CMU PIER BEYOND
MTL. FLASHING UP TOCEMENTITIOUS SIDING
GALV. MTL. CLIP ANCHOREDTO 8" DIA. CONC PIERFOUNDATION. EXTENDFOUNDATION TO FOOTINGAND PROVIDE (X2) #4 BARS
6 X 6 GALV. STANDOFF POSTBASE WITH 1/2" HOT DIPPEDGALV. EXPANSION ANCHORINTO THICKENED CONCRETE
PAINTED WOOD RISERS
TREATED WOOD TREADS
TRTD. WD. STRINGERS WITH3/4" SHIM @ CONCRETE WALK
FIBER CEMENT BEAD BOARDPANEL W/ CEMENTITIOUS2 1/2" X 3/4" SMOOTH BATTENBOARDS AT SEAMS AND EDGES
2 X 6 CEILING JOIST
ALUMINUM SOFFIT VENT
PILASTER BEYOND
PAINTED WOOD TRIM BEYOND
BEAM BEYOND
ELECTRICAL FIXTUREVENTED FIBER CEMENT SOFFITPANEL W/ 2 1/2" X 3/4" FIBERCEMENT BATTEN BOARDS ATSEAMS AND EDGES
PRE�FINISHED ALUMINUMGUTTER WITH LEAF SCREEN
2 X 4 SUB FASCIA
PAINTED 1 X 6 FIBERCEMENT FASCIA
ICE AND WATER SHIELD
PRE�MANUFACTURED COLUMN
HURRICANE CLIP @ EACHRAFTER. (TYP. AT ALLROOF RAFTERS)
ALUMINUM DOWNSPOUT
2 X 4 WOOD BLOCKING
3' �
0"
TOP OF BEAM
ELEV = 9'�0" ABOVE1ST FFL
2X4 WOOD BLOCKING
12
5
123
GRADE0’ − 0"
PORCH2’ − 0"
3' �
0"
1"
3"
5/4 WOOD DECKING
5/4 WOOD EDGE BAND
(X2) 2X8 BEAM
2 X 4 BLOCKING @ 2' � 0" O.C.(RUN VERTICALLY)
PAINTED FIBER CEMENT TRIM
1X3 PAINTED WOOD TRIM BEYOND
1 X 4 PAINTED WOODFOUNDATION SCREEN
TREATED 2X4 FRAME. ANCHORTO MASONRY AT EACH END.
(X2) 2X8 BEAM BEYOND
MASONRY PIER BEYOND
2X6 PAINTED WOOD TOP RAIL
1/2" X 4" PAINTED WOOD TRIM
2X2 PAINTED WOOD PICKETS
5/4 X 6 PAINTED WOOD BOTTOM RAIL(TYP. AT PORCH AND STAIR RAIL)
2X2 WOOD TOP PLATE
PRE�MANUFACTURED COLUMN
GENERAL NOTES � SECTIONS ANDDETAILS1. 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.
2. USE HOT DIPPED GALVANIZED OR STAINLESS STEEL NAILS FOR ALL EXTERIOR APPLICATIONSINCLUDING (BUT NOT LIMITED TO) SIDING, DECKING AND TRIM.
3. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR MATERIAL HANDLING, FASTENING ANDFINISHING OF ALL FIBER CEMENT SIDING . CONTRACTOR SHALL VERIFY CLEARANCE REQUIREMENTSAT ROOF/WALL AND DECK/WALL LOCATIONS. THE CONTRACTOR SHALL DETERMINE IF PRE�FINISHEDOR PRE�PRIMED SIDING WILL BE USED.
4. PROVIDE BATT INSULATION THAT IS FORMALDEHYDE FREE
+36"
1/2" 1/2"
1/2"
AT STAIR RAILS, USE A PAINTEDWOOD RAIL LOCATED 36"ABOVE STAIR NOSING(USE WOODCRAFTERSPROFILE # 62663 OR EQUAL)
1 1
/2"
3 1
/2"
1/2
"
1/2
"
1/2" 1/2"
1 1
/2"
3 1
/2"
+36"1/2
"
1/2
"
PORCH COLUMN INFORMATION
1. PROVIDE DECORATIVE, EXTERIOR GRADE COLUMN WRAP PER THE FOLLOWING HB&G MODEL (OREQUAL). CONTRACTOR SHALL COORDINATE COLUMN WITH STRUCTURAL, TREATED WOOD POST.
COLUMN TYPE
CAP/BASE TYPE
PLAIN PERMAWRAP (WIDTH = 8")
TUSCAN / TUSCAN
HANKINS AND ANDERSON, INC.
PROJECT NO.
DATE
REVISIONS
10/3
/2012 2
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DETAILS ANDSECTIONS
09195.000
NNRHA SOUTHEASTDESIGN GUIDE
OCTOBER 3, 2012
NEWPORT NEWS, VA.
A31−C
NEWPORT NEWSREDEVELOPMENT &HOUSINGAUTHORITY
FOUR SQUARE MODEL − OPTION C
3/4" = 1’−0"6 A31�C
1 WALL SECTION, TYP. 3/4" = 1’−0"6 A31�C
2 WALL SECTION�PORCH 1 1/2" = 1’−0"6 A31�C
5 DETAIL
1 1/2" = 1’−0"6 A31�C
4 DETAIL @ STAIR RAIL
1 1/2" = 1’−0"A31�C A31�C
3 DETAIL @ PORCH RAIL
A11�AA11�A A11�A
A31�A
10/04/12
3
GFI
REFR.DW
GFIGFI
GF
I
R
GF
I
UP
3
GFI
GFI
GFI
DN
3
GF
I
GFI
6" RECESSED CAN (SEE NOTE 1)
DOWNLIGHT � OVER SINK
SURFACE MOUNTED CEILING LIGHT
CEILING FAN WITH LIGHT
WALL LAMP � EXTERIOR
GARBAGE DISPOSALG
SMOKE DETECTORSD
RECEPTACLE � SINGLE
SWITCH � SINGLE
SWITCH � THREE WAY
RECEPTACLE � SINGLE GROUND FAULT INTERUPT
EXHAUST FAN
SUPPLY REGISTER
RETURN REGISTER
6
GENERAL NOTES �
MECHANICAL � ELECTRICAL PLANS
1.
2.
3.
4.
5.
FOR RECESSED CAN LIGHTS @ BATHROOM AND EXTERIOR LOCATIONS, PROVIDE WET LOCATIONHOUSINGS AND LENSES.
PROVIDE PULL CHAIN LIGHT FIXTURE IN ATTIC SPACE NEAR ATTIC ACCESS LADDER.
FOR ALL CEILING FANS, WIRE CEILING FAN LIGHT TO SWITCH. PROVIDE PULL CHAIN TO OPERATEFAN MOTOR.
ALL HVAC REGISTERS AND DIFFUSERS SHALL BE LOCATED IN THE CEILING.
FOR GFI RECEPTACLES LOCATED ON THE EXTERIOR, PROVIDE NON�METALLIC GFI RECEPTACLEWEATHERPROOF COVER.
THE BASIS OF DESIGN FOR THE MECHANICAL SYSTEM INCLUDES THE FOLLOWING:
YORK, LX SERIES SPLIT SYSTEM HEAT PUMP WITH REMOTE OUTDOOR UNIT AIR SOURCE. THISSYSTEM IS RATED IN ACCORDANCE WITH AHRI STANDARD 210/240�2006 FOR UNITARY AIR�CONDITIONING AND AIR SOURCE HEAT PUMP EQUIPMENT. IT INCLUDES THE FOLLOWINGPERFORMANCE SPECIFICATIONS:
COOLING CAPACITY (BTUH) 29400EER RATING (COOLING) 12.50SEER RATING (COOLING) 15.00HEATING CAPACITY (BTUH) @ 47 DEG. F 30000REGION IV HSPF RATING (HEATING) 9.00HEATING CAPACITY (BTUH) @ 17 DEG. F 18700
1�HONEYWELL Y8150A1009 FRESH AIR VENTILATION SYSTEM1�YORK 10KW HEATER 32,000 BTU1�HONEYWELL 8000 THERMOSTAT
ALL TRUNK DUCT WORK (AS DESIGNED) IS METAL WITH 3" ALUMINUM FOIL INSULATION. ALL BRANCHLINES HAVE 3" ALUMINUM FOIL INSULATION.
10 YEAR WARRANTY.
LIVING
DINING
FOYER
PANTRY
COATS
HALL
KITCHEN
PORCH
8'�0" X 24'
LAUNDRY
TOLIGHTABOVE
G
SD
6 6
6
DASHED LINEINDICATES SOFFITFOR CONCEALINGMECH DUCT.
HOSE BIB
HOSE BIB
HVAC RETURN REGISTER(SEE NOTE 4)
HVAC SUPPLY REGISTER(SEE NOTE 4)
BEDROOM BEDROOM
MASTER
BEDROOM
WIC
BATH 1
BATH 2
LINEN
HALL
CLOS
CLOS
LINEN
6
6
HVAC
APPROXIMATE LOCATION OFHVAC EQUIPMENT IN ATTICSPACE ABOVE
SD
SD
SD
SD
ATTIC ACCESSLADDER
HANKINS AND ANDERSON, INC.
PROJECT NO.
DATE
REVISIONS
10/3
/2012 2
:29:1
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HVAC ANDELECTRICAL LAYOUT
09195.000
NNRHA SOUTHEASTDESIGN GUIDE
OCTOBER 3, 2012
NEWPORT NEWS, VA.
A41−C
NEWPORT NEWSREDEVELOPMENT &HOUSINGAUTHORITY
FOUR SQUARE MODEL − OPTION C
MECHANICAL − ELECTRICAL LEGEND
1/4" = 1’−0"
1ST FLOOR PLAN 1/4" = 1’−0"
2ND FLOOR PLAN
SEE NOTE 3
10/04/12