cape model – option c - nnrha combined.pdf · driveway porch single family residence 3 br, 2 1/2...

CAPE MODEL – OPTION C

DRIVEWAY

PORCH

SINGLE FAMILY RESIDENCE3 BR, 2 1/2 BATH

2 STORY

PORCH

MIN.

5' � 0"

5'�0"

MIN

.

OPTIONALGARAGE

MIN.

5' � 0"

SE

E N

OT

E

10' �

0"

HEAVY DASHED LINES INDICATE APROPOSED SITE BOUNDARY LINE.CONTRACTOR SHALL VERIFY PROPERTYLINES AND REQUIRED SETBACKS WITHPARCEL BOUNDARIES

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

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'SATTENTION PRIOR 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 TOPAND TO 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 ANYPOINT ALONG THE TOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE ELEMENTS OF THEBUILDING. (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,SILICON BRONZE OR COPPER. THE COATINGS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. WHERE JOIST HANGERS MUST BEUSED, PROVIDE A SHEET OF SELF ADHERING BUTYL TAPE FLASHING BETWEEN ALL JOIST HANGERS AND TREATED WOOD MEMBERS DO NOT USE FLASHING ONTHE END GRAIN 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 SHINGLESSHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS WITH A MIN. 12 GA. SHANK AND 3.8" DIA. HEAD. REFER TOEARTHCRAFT CHECKLIST 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' AND 36'. THE CONTRACTOR SHALL COORDINATE FASTENING REQUIREMENTS WITH FRAMING LAYOUT.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

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 2009)

DESIGN LOADS LIVE LOADS DEAD LOADSBUILDING DATA

TYPE OF CONSTRUCTION: 5�BMAXIMUM BUILDING HEIGHT: 35 FEETCLIMATE ZONE 4GROSS SQUARE FOOTAGE 1611 SFFRONT PORCH SQUARE FOOTAGE 192 SF

TOTAL SQUARE FOOTAGE 1803 SF

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)

EARTHCRAFT HOUSE NOTES1. 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.

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REVISIONS

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TITLE SHEET

09195.000

NNRHA SOUTHEASTDESIGN GUIDE

SEPTEMBER 7, 2010

NEWPORT NEWS, VIRGINIA

G11−C

NEWPORT NEWSREDEVELOPMENT &HOUSINGAUTHORITY

CAPE MODEL − OPTION C

1/8" = 1’−0"

KEY PLAN

ARCHITECTURAL DRAWINGS

NO. SHEET NAME

A10�C FRAMING PLANS

A11�C FIRST AND SECOND FLOOR PLANS

A21�C ELEVATIONS

A31�C SECTIONS AND DETAILS

A41�C HVAC AND ELECTRICAL LAYOUT

DRAWING SYMBOLS

GENERAL NOTES

CODE DATA

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.

GENERAL DRAWINGS

NO. SHEET NAME

G11�C TITLE SHEET

G12�C EARTHCRAFT PROJECT DATA, INTERIOR ELEVATIONSAND MISC. DETAILS

DRAWING INDEX

SOUTHEAST DESIGN GUIDE

NEWPORT NEWS, VIRGINIA

CAPE STYLE MODEL $ OPTION C

NEWPORT NEWS REDEVELOPMENT AND HOUSING AUTHORITY

CAPE OPTION C

FLOOR LEVEL BRACED WALL LINE SPACING BRACING METHOD USED

FIRST 36'�0" CONTINUOUS SHEATHING 17.5' 19', 26.5, 20', 29.5'

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" 17', 22.5', 17', 21.5'

101112

TY

P.

1' �

6"

SOFFIT

CROWNMOLDING

WALL CABINET

BACKSPLASH

DRAWERS

RANGE/OVEN

RANGE HOOD

+7'�6"TYP.

REF

TY

P.

1' �

6"

DW

KICHEN SINK

SINK BASE

BASE CABINET

BACKSPLASH

VANITY SINK

MIRROR

1'�10"

2 TREADS @ 11" =

TO

TO

P O

F P

OS

T

4' �

6"

+/�

2'�0 1

/2"

3 R

ISE

RS

@ 8

.2"

=

7 1/4" X 7 1/4" BY 1 1/2"THICK PAINTED WOODCAP. (PROVIDE 3/4"CHAMFER AT TOP EDGE.)

5 1/2" X 5 1/2" X 1 1/2"THICK PAINTED WOODCAP. (PROVIDE 3/4"CHAMFER AT TOP EDGE.)

6X6 PAINTEDWOOD POST

PAINTED WOOD1/4 ROUND TRIM

WOOD STAIR TREAD

PLYWOOD STAIRRISER

PLYWOOD

3/4" X 5" PAINTEDWOOD CAP

1 1/2" X 1 1/2"PAINTED WOODPICKETS, TYP.

PAINTED WOODHANDRAIL � USEWOODCRAFTERSRAIL PROFILE# 62733A

CARPET FINISH

SEE FLOOR PLANFOR FLOOR FINISH

3' �

0"

3' �

6"

1ST FLR2’ − 4"

MIN

.

1' �

0"

4"

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

2" THICK SAND FILL OVERCOMPACTED SOIL

CONC. FOOTING W/ 2 �#4 REINFORCING BARSCONT.

TJI BLOCKING AS REQUIRED

3/4" PLYWOOD

MIN

.

1' �

6"


PROJECT NO.

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REVISIONS

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EARTHCRAFTPROJECT DATA,INTERIORELEVATIONS ANDMISC. DETAILS

09195.000


SEPTEMBER 7, 2010

NEWPORT NEWS, VA.

G12−C



1/2" = 1’−0"

KITCHEN ELEVATION 1 1/2" = 1’−0"

KITCHEN ELEVATION 2 1/2" = 1’−0"

BATH 1 1/2" = 1’−0"

BATH 2

INTERIOR ELEVATIONS

3/4" = 1’−0"06 G12�C

20 STAIR DETAIL

1 1/2" = 1’−0"06 G12�C

15 TYPICAL PIER DETAIL

101112

17' �

4"

10' �

8"

28' �

0"

8' �

0"

17' � 2"

2 X 6 CJ

@ 16" O.C.

(3) 9 1/2" LVL AT BEARING WALL ABOVE

PROVIDEJOIST HANGER@ LVL HEADERCONNECTION

(X3) STUDSAT BEARINGPOINT

X3 STUDSAT BEARINGPOINT EA. END

(X3) STUDSAT BEARINGPOINT

2 X 6 CJ

@ 16" O.C.

9�1

/2"

TJI 230

@ 1

6"

O.C

.

CO

NT

INU

OU

S S

PA

N (X4) STUDSAT BEARING


(X4) STUDS ATBRG. PT. EA. END

BEARINGWALL ABOVE (4) 9 1/2" LVL

(2) 2 X 4 POSTABOVE

(2) 2 X 4 POSTABOVE

(2) 2 X 4 POSTABOVE


(2) 9 1/2" LVL"WIND BMS" @2ND FLR. LINEGLUE NAILTOGETHER W/SIMPSON A35 TOP& BOT. EA. END

DO

UB

LE

LV

L H

EA

DE

R

PROVIDE BLOCKING OVERBEARING WALL (TYP.)

9�1

/2"

X T

JI 230

@ 1

6"

O.C

.

CO

NT

INU

OU

S S

PA

N

(2) 2 X 8 , TYP.

(2) 9 1/2" LVL

(2) 2 X 10 W/ (1) JACK& (1) KING EA. END

1A31�C

2A31�C

(x2) 2x8 BEAM

6" 27' � 0" 6"

28' � 0" 4"4"

28' � 0"

8' �

0"

6' �

4"

5' �

4"

5' �

4"

5' �

4"

5' �

8"

36' �

0"

7' �

9 1

/2"

SE

E N

OT

E 8

VA

RIE

S

2 X

8

@ 1

6"

O.C

.

2 X

8

@ 1

6"

O.C

.

8' �

0"

28' �

0"

TRT'D 4X4 POSTTO UNDERSIDE OFBEAM. PROVIDE 8"DIA. CONC.FOOTING W/ GALV.STEEL POSTANCHOR.

SE

E N

OT

E 8

VA

RIE

S3' �

0"

4' � 0"

6' � 6" 10' � 3"

8" DIA. CONC.PIER DOWN TOFOOTING (SEENOTE 4)

3' � 8"

2' � 0" 1' � 4"

2' � 0"

1' �

8"

THICKENED SLABAT FOOT OF STAIR

TREAT'D 2X4FRAMING FOR'HOG PINNING'

15G12�C

17' � 2"

2' � 3"

9�1

/2"

TJI 230

@ 1

6"

O.C

.

(CO

NT

INU

OU

S S

PA

N)

GROUT COURSESOLID WITH #3REBAR

(x2)

2x8 B

EA

M W

/S

IMP

SO

N H

AN

GE

RS

(x4) 2x8 BEAM W/SIMPSON HANGERS

(x2)

2x8 B

EA

M W

/S

IMP

SO

N H

AN

GE

RS

TERMITE TREATMENT(SEE NOTE 3)

(4) 2 X 8TR'TD WDGIRDER

LINE OF FOOTING BELOW

VAPORRETARDER(SEE NOTE 5)

GROUT COURSE SOLIDWITH #3 REBAR

8 X 16 CMU PIER(GROUT SOLID)FULL HEIGHT, TYP.

(4) 2 X 8 TR'TD WDGIRDER FASTENED TOPIER WITH 16 GA. GALV.STRAPPING FULLYGROUTED IN PIER

TREATED 2X4ATTACHED TOCMU PIER FOR'HOG PINNING'

GROUT COURSE SOLIDWITH #3 REBAR

16" X 24" X 12" DEEPFOOTING (MIN.)

30" X 30" X 12" DFOOTING W/ (3) #4EA. WAY @ BOTTOM



(x2) 2x8 BEAM(x2) 2x8 BEAM

16" X 24" X 12" DEEPFOOTING (MIN.)

FVFV

ACCESSPANEL

FVFV

2' � 8"

GENERAL NOTES �

FOUNDATION AND FRAMING PLANS1. 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 ANCHORAND PROVIDE OVERSIZED GALV. WASHER BEFORE TIGHTENING.

2. WHERE DOUBLE MEMBERS ARE INDICATED, MECHANICALLY FASTEN MEMBERS IN A MANNER SUCH THAT MEMBERSSHARE THE SUPERIMPOSED LOADS, INCLUDING LOADS FROM HEADERS.

3. PROVIDE TERMITE TREATMENT IN ACCORDANCE WITH IRC. FOLLOW MANUFACTURER'S APPLICATION INSTRUCTIONS.

4. 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.

5. BACKFILL FOUNDATION WITH A MINIMUM OF 2" SAND FILL. PROVIDE CLASS 1 POLYETHYLENE VAPOR RETARDER WITHSEAMS LAPPED & TAPED 6" MIN. CONTINUE VAPOR RETARDER UP FOUNDATION WALL AND FASTEN TO TREAT'D WOODSILL WITH HOT DIPPED GALVANIZED NAILS.

6. FOUNDATIONS HAVE BEEN DESIGNED FOR A BEARING PRESSURE OF (1500) PSF. FOUNDATION BEARING SOILS SHALLBE EVALUATED BY A LICENSED GEOTECHNICAL ENGINEER TO CONFIRM THE DESIGN BEARING PRESSURE AND THATTHE ASSOCIATED SETTLEMENTS ARE WITHIN GENERALLY ACCEPTED TOLERABLE LIMITS.

7. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THEGEOTECHNICAL ENGINEER TO EXPLORE THE EXTENT OF LOOSE, SOFT OR OTHERWISE UNSTISFACTORY SOILMATERIAL AND TO VERIFY DESIGN BEARING PRESSURE. THE GEOTECHNICAL ENGINEER WILL PROVIDE DIRECTIONFOR CORRECTIVE ACTION WHERE REQUIRED.

8. AT ALL EXTERIOR STAIRCASES, THE CONTRACTOR SHALL VERIFY AND COORDINATE ACTUAL NUMBER OF RISER ANDTREADS WITH THE SLOPE AT EACH SITE.

9. PROVIDE 3/4" T & G PLYWD FLOORING UNDERLAYMENT SCREWED AND GLUED TO TJI FLOOR FRAMING.

10. FOUNDATION VENT CALCULATIONS:1008 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.

PROVIDE LATERAL SUPPORT FOR ALL ENGINEERED WOOD JOISTS AND TRUSSES PER THE MANUFACTURER'SRECOMMENDATION.

11.

2 X 8 RAFTERS

@ 16" O.C.

2 X 8 RAFTERS

@ 16" O.C.

2 X 8 RAFTERS

@ 16" O.C.

2 X 8 RAFTERS

@ 16" O.C.

KNEE WALL

5' � 5 1/2"

KNEE WALL

5' � 5 1/2"

(2) 2 X 12BEAM

2 X 4 FLYRAFTER

2 X 4 FLYRAFTERSUPPORT

2 X 6 CJ

@ 16" O.C.

2 X 6 CJ

@ 16" O.C.

2 X 8 RAFTERS

@ 16" O.C.

2 X 8 RAFTERS

@ 16" O.C.

2 X 6 CJ

@ 16" O.C.

2 X 6 CJ

@ 16" O.C.

1' �

5"

1' � 5" 1' � 5"

1' �

5"

2 X 10 LEDGER � ATTACH TOSTUD W/ (3) 16d NAILS

KNEE WALL �ATTACH RAFTERS W/SIMPSON H2.5, TYP.

2 X 10 RIDGEBOARD

KNEE WALL �ATTACH RAFTERS W/SIMPSON H2.5, TYP.

2 X 10RIDGEBOARD

(2) 9 1/4" LVL W/(2) STUDS EA. END

4 X 4 POST AT (8) LOCATIONS W/ SIMPSONABA POST BASE & PC COL CAP

2 X 4 FLY RAFTER

2 X 4 FLY RAFTERSUPPORT

2 X 10 RIDGEBOARD

2 X

8 R

AF

TE

RS

@ 1

6"

O.C

.

2 X

8 R

AF

TE

RS

@ 1

6"

O.C

.

2 X 10 VALLEYBOARD

2 X

6 C

J

@ 1

6"

O.C

.

2 X

6 C

J

@ 1

6"

O.C

.

1' �

5"

1' � 5"

1' �

5"

1' � 5"

SEE ROOFFRAMING � LOWERROOF PLAN (THISSHEET) FOR MOREINFO.

2 X 8 RAFTERS

@ 16" O.C.

2 X 8 RAFTERS

@ 16" O.C.


PROJECT NO.

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FRAMING PLANS

09195.000


SEPTEMBER 7, 2010

NEWPORT NEWS, VA.

A10−C



1/4" = 1’−0"

SECOND FLOOR FRAMING PLAN

1/4" = 1’−0"

FOUNDATION/ FIRST FLOOR FRAMING PLAN

1/4" = 1’−0"

ROOF FRAMING − LOWER ROOF

1/4" = 1’−0"

ROOF FRAMING − UPPER ROOF

101112

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?

WH

DN

DN

DN

��

A21�C

�

A21�C

1A31�C

�

A21�CB

C

D

PANTRY

LAUNDRY

CLOSET

FOYER

POWDERROOM

BATH 1

STO.

W.I.C.

MASTERBEDROOM

12'�6" X 14'�6"

36' �

0"

TO

C O

F C

OLU

MN

7' �

6"

LIVING/DINING

17'�0" X 24'�5"

KITCHEN

11'�6" X 11'�0"

9' � 9" 7' � 7" 7' � 10" 2' � 10"

12' �

2"

6' �

6"

2' �

10"

9' �

10"

4' �

8"

B

B

H�2

B

H�2

B

H�2

B

A

H�2

A

H�2

B

H�2

B

H�2

A

H�2

B

H�2

2

H�2

1

H�3

7

H�2

4

H�1

4

H�1

3

H�14

H�2

28' � 0"

3

H�1

5

H�1

A21�C

A

7' �

8"

3' �

0"

5' �

4"

5' �

2"

3' �

4"

12' � 1 1/2" 2' � 8" 2' � 3" 5' � 6" 5' � 6"

5' �

10 1

/2"

3' �

0"

2' �

8"

2A31�C

3' � 4 1/2"

4A31�C

13' �

2"

8' �

10"

11' �

6"

2' �

6"

6' � 8" 2' � 9" 11' � 3" 7' � 4"

G12�C2

1

3

H�2

7' � 9 1/2" 4' � 0"

SE

E N

OT

E 9

VA

RIE

S3' �

0"

28' � 0"

DSDS

PORCH

(OVER 2 OPENINGS)

(OVER 2 OPENINGS)

SE

E N

OT

E 9

VA

RIE

S

+2'�0 1/2"

5' �

0"

EQ

.E

Q.

�4"

TREATED 5/4 X 6 WDDECKING

CO1

H�3

�4"

+0'�0"

DS

20G12�C

�

�

11' � 8" 4' � 8" 11' � 8"

EQ EQ EQ

TO C OF COLUMN10"

TO C OF COLUMN10"

2'�3"

TY

P.

2'�3" TYP.

1' �

1"

DS

06

3

DOWNSPOUT (DS)W/SPLASH BLOCK TYP.

PAINTED, TREATED5/4 X 6 WD DECKING

LINE OF SOFFITABOVE

SEENOTE 7

SEENOTE 10

CLOSET ROD AND SHELF(STACK 2 HIGH W/ LOWERSHELF 24" SHORTER FORFULL HT. GARMETS, TYP.

6'�0" H X 12" D SHELVINGUNIT W/ (5) ADJUSTABLESHELVES, TYP.

MODIFY DOOR TO FITUNDER STAIR STRINGERAT THIS LOCATION ONLY

1' � 10"

L

L

L

W/D

DW

REFR.

VINYL TILE CARPET

1A31�C

BATH 2

OPEN TOBELOW

LINEN

BEDROOM

14'�6" X 10'�4"

BEDROOM

14'�6" X 10'�3"

LINEN

STORAGE/MECH

B

H�2

B

H�2

6

H�1

6

H�1

4

H�1

4

H�1

3

H�1

3

H�1

4

H�1

4

H�1

6' � 5" 4' � 10" 2' � 9" 2' � 9" 4' � 10" 6' � 5"

6' � 5" 4' � 10" 2' � 9" 2' � 9" 4' � 10" 6' � 5"

6

H�1

2A31�C

28' � 0"

12' �

8"

15' �

4"

28' �

0"

8' �

4"

2' �

2"

6' �

6"

3' �

4"

7' �

8"

5' � 11" 5' � 6" 6' � 7" 3' � 6 1/2"

W.I.C.

W.I.C.

5' �

8"

8' �

4"

8' �

4"

5' �

8"

28' � 0"

OF

WA

LL

11 T

RE

AD

S @

11"

O.C

.

10' �

1"

3' � 10" 3' � 8 1/2" 3' � 0 1/2" 3' � 4 1/2"

(OVER THREEOPENINGS)

(OVER THREEOPENINGS)

A

H�2

4

H�1

+10'�2.75"

BB

36" HIGH WALL

B B

SHELVES

SHELVES

CLO. ROD& SHELF

CLO. ROD& SHELF

MODIFY DOOR TOFIT UNDER ROOFFRAMING

4' �

4"

7

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 CENTERLINEOF CASED 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"SECOND FLOOR � 8'�0"

6. UNLESS OTHERWISE NOTED, LOCATE DOORS 4" FROM NEAREST WALL TO FACE OFFINISHED JAMB

7. USE A DOUBLE (2X4) STUD BETWEEN WINDOWS.

8. PROVIDE THRESHOLD AT OPENINGS WHERE FINISHED FLOOR CHANGES MATERIAL

9. AT ALL EXTERIOR STAIRCASES, THE CONTRACTOR SHALL VERIFY AND COORDINATE ACTUALNUMBER OF RISER AND TREADS WITH THE SLOPE AT EACH SITE.

10. UNLESS OTHERWISE NOTED, PROVIDE 18" DEEP SHELVING IN ALL PANTRY AND LINENCLOSETS. (MIN. 5 SHELVES EA.) CONTINUE FLOOR FINISH BENEATH SHELVING.

11. NO FLOOR FINISH AT STORAGE/ MECH ROOM.

MARK DESCRIPTION

H�1

H�2

H�3

2�2X4 W/ 1/2" SPACING MATERIAL

HEADER SCHEDULE



HEADER NOTES:

1. FOR ALL HEADERS LOCATED IN EXTERIOR WALLS, USE 1/2" THICKRIGID INSULATION FOR SPACING MATERIAL. FOR ALL HEADERSLOCATED IN INTERIOR WALLS, PROVIDE 1/2" THICK PLYWD SPACER.

MARK TYPE WIDTH HEIGHT

C01 WOOD TRIMMED 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

5'�0"

WINDOW NOTES:

1. ALL WINDOWS SHALL BE INSULATED DOUBLE HUNG WINDOWS. USESILVERLINE 3000 SERIES, INSULATED, DOUBLE HUNG WINDOW WITH LOWE GLAZING OR EQUAL. REFER TO EARTHCRAFT CHECKLIST FORADDITIONAL PERFORMANCE CRITERIA.

ALL WINDOW LOCATIONS ARE DIMENSIONED FROM CENTERLINE OFWINDOW.

2.

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.

�

�

�


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FIRST AND SECONDFLOOR PLANS

09195.000


SEPTEMBER 7, 2010

NEWPORT NEWS, VA.

A11−C



1/4" = 1’−0"

FIRST FLOOR PLAN

FLOOR FINISH LEGEND

1/4" = 1’−0"

SECOND FLOOR PLAN

DOOR SCHEDULE

MARK TYPE HeightWIDTH

1 EXTERIOR FIBERGLASS W/ SIDELIGHT 3' � 0" 6' � 8"

2 EXTERIOR FIBERGLASS 3' � 0" 6' � 8"

3 6 PANEL HOLLOW CORE MASONITE DOOR 2' � 0" 6' � 8"


5 6 PANEL HOLLOW CORE MASONITE DOOR (2) 1' � 8" 6' � 8"

6 6 PANEL HOLLOW CORE MASONITE POCKET DOOR 2' � 6" 6' � 8"


WINDOW SCHEDULE

MARK TYPE Width Height

A INSULATED DOUBLE HUNG 2' � 0" 2' � 6"

B INSULATED DOUBLE HUNG 2' � 6" 4' � 6"

101112

1ST FLR2’ − 4"

2ND FLR12’ − 6 3/4"

GRADE0’ − 0"

TOP OF WALL20’ − 11"

4

12 4

12

9

12

9

12

1X6 PAINTED FIBERCEMENT FRIEZE BOARD

FIBER CEMENTSHAKE SIDING

PAINTED 5/4" X 6" THKFIBER CEMENT TRIM

PAINTED FIBER CEMENTHORIZ. LAP SIDING.

PREFINISHED ALUM. COUNTERFLASHING.

EXHAUST VENTSPAINTED TO MATCHSIDING

ASPHALT SHINGLES.

FOUNDATION VENT. SEE FOUNDATION PLAN FOR LOCATIONS

1ST FLR2’ − 4"

2ND FLR12’ − 6 3/4"

PORCH2’ − 0"

GRADE0’ − 0"


PRE!FINISHED ALUMINUMGUTTERS ANDDOWNSPOUTS

PRE!FINISHED ALUM.ATTIC VENTS

STACK VENT ! PAINTED TOMATCH ROOF

PRE!FINISHED ALUM.COUNTERFLASHING

TREAT'D WD DECKINGTREADS, AND RAILING

DRYER VENT PAINTED TOMATCH SIDING

6

12

6

12

NOTE:ALL VENTS TO BELOCATED ON THEREAR OF HOUSE

NOTE:CONTRACTOR SHALL COORDINATEACTUAL NUMBER OF RISERS ANDTREADS WITH SLOPE OF THE SITE.

CRAWL SPACE ACCESS PANEL. SEEFOUNDATION PLAN FOR LOCATION.

1ST FLR2’ − 4"

2ND FLR12’ − 6 3/4"

GRADE0’ − 0"

4

124

12

9

12

9

12


EXHAUST VENT PAINTED TO MATCH SIDING

FOUNDATION VENT. SEE FOUNDATION PLAN FOR LOCATIONS

1ST FLR2’ − 4"

2ND FLR12’ − 6 3/4"

PAINTED 1 X 6 FIBERCEMENT TRIM.

ASPHALT SHINGLES

PAINTED 5/4" X 6" THICK FIBERCEMENT TRIM

PAINTED FIBER CEMENTHORIZONTAL LAP SIDING

PRE!MANUFACTUREDCOLUMNS

ELASTOMERIC COATINGAT CMU FOUNDATION(TYP.)

PRE!FINISHEDALUMINUM GUTTERSAND DOWNSPOUTS

PAINTED 5/4" X 6" THICKFIBER CEMENT TRIM

WINDOW UNIT

PRE!FINISHEDFIBERGLASS DOOR W/FIBER CEMENT TRIM

PORCH2’ − 0"

GRADE0’ − 0"


2 8 0 8

PRE!FINISHED ALUM.COUNTERFLASHING

SPLASH BLOCK

PAINTED 1X10 FIBERCEMENT TRIM BOARD

PAINTED HORIZONTAL TREAT'D1x4 WOOD "HOG PINNING"

PAINTED DOUGLAS FIR WOODRAILINGS AND POSTS

PAINTED TREATED WOOD 1x2TRIM FRAMING "HOG PINNING"

1X6 PAINTED FIBERCEMENT FRIEZEBOARD

BRICK PIER WITH BRICKROWLOCK CAP (TYP.)

6

12

6

12

PAINTED FIBERCEMENT WINDOWSURROUND TRIM, TYP.


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ELEVATIONS

09195.000


SEPTEMBER 7, 2010

NEWPORT NEWS, VA.

A21−C



1/4" = 1’−0"A11!C A21!C

B RIGHT ELEVATION

1/4" = 1’−0"A11!C A21!C

C REAR ELEVATION 1/4" = 1’−0"A11!C A21!C

D LEFT ELEVATION

1/4" = 1’−0"A11!C A21!C

A FRONT ELEVATION

SEE ELEVATION AFOR SIMILAR NOTES



101112

T.O. FTG.−0’ − 8"

1ST FLR2’ − 4"

2ND FLR12’ − 6 3/4"

GRADE0’ − 0"

2' �

6"

R.O

.

4' �

6"

2' �

4 1

/2"

1' �

0"

4"

4"

1' �

8"

MIN

1'�6"

10 1

/4"

9' �

4 1

/2"

9 1

/2"

3/4

"8' �

4 1

/2"

VA

RIE

S

CE

ILIN

G H

T

1X6 PAINTED FIBER CEMENT FRIEZE BOARD

1X4 WOOD SUBFRIEZE

PAINTED SMOOTH FINISH FIBER CEMENTSOFFIT PANEL W/ 2 1/2" X 3/4" FIBERCEMENT BATTEN BOARDS AT SEAMS

2X4 FLY RAFTER

PAINTED 1X6 FIBER CEMENT FASCIA

ASPHALT SHINGLES OVER 30LB FELT PAPER

R�13 BATT INSULATION


NOTE:PROVIDE SELF ADHERING ICE & WATERSHIELD MEMBRANE @ ALL ROOFPERIMETERS AND RIDGES. FOR ROOFSWITH A SLOPE OF LESS THAN 4" PER FOOT,PROVIDE ICE AND WATER SHIELD OVERENTIRE ROOF SURFACE INSTALLED PERMANUFACTURERS RECOMMENDATIONS.

2 X 4 WOOD BLOCKING

WOOD TRIM (WC#73902 OR EQUAL) RETURNEDBACK TO HOUSE AT SIDES OF TRIM. PROVIDECONTINUOUS 1" FURRING AT FACE OF WALL

FURR OUT 5/4 X 6 FIBER CEMENT TRIM FROMWALL 1/4" W/ A PIECE OF FIBER CEMENT SIDING

METAL FLASHING AT TOP OF TRIM. FOLDFLASHING DOWN (MIN. 3/4") AT SIDES OF TRIM

RETURN GWB TO FACE OF WINDOW FRAME (TYP.)

TJI (SEE FRAMING PLAN)

R�13 BATT INSULATION (SEE NOTE 4)

2X4 WOOD STUDS @ 16" O.C.

5/4 X 4 FIBER CEMENT TRIM @ WINDOW JAMBS

GALV. ANCHOR BOLT W/ WASHER

TREATED WOOD SILL

1 1/4" LVL RIM BOARD

CONT. BEAD OF SILICON UNDER SILL PLATE

1 1/2" X 1/4" FIBER CEMENT STARTER STRIP

5/4 X 4 FIBER CEMENT TRIM

INSULATED WINDOW. INSTALL PERMANUFACTURER'S INSTALLATION AND FLASHINGDETAILS.

PAINTED WOOD STOOL (WOOD CRAFTERS OFVIRGINIA PROFILE #52904 OR EQUAL)W/APRON (WOOD CRAFTERS PROFILE #36242OR EQUAL).


SLOPE GRADE AWAY FROM EXTERIOR WALL

8" CMU

2 � #4 REBAR CONTINUOUS IN FOOTING.

ELASTOMERIC COATING

SAND FILL WITH VAPOR RETARDER. (SEE NOTE 1)

CONT. 25 GA.GALV. METALTERMITESHIELD

1 1/4" LVL RIM BOARD

1' � 4"

BO

TT

OM

OF

SO

FF

IT (

SE

E P

LA

N F

OR

LO

CA

TIO

N)

7' �

6"

1ST FLR2’ − 4"

2ND FLR12’ − 6 3/4"

PORCH2’ − 0"

PAINTED 1 X FIBER CEMENT FRIEZE

VENTED FIBER CEMENT SOFFITPANEL W/ 2 1/2" X 3/4" FIBER CEMENTBATTEN BOARDS AT SEAMS ANDEDGES

WOOD BLOCKING

2 X 4 WOOD SUB FASCIA

PAINTED 1 X 6 FIBER CEMENT FASCIA

CONTINUOUS METAL DRIP EDGE

ASPHALT SHINGLES OVER 30# FELT OVER 5/8" PLYWDSHEATHING

TREATED WOOD DECKING

1/2" SPACERS

CMU PIER BEYOND

METAL FLASHING UP TOCEMENTITIOUS SIDING

5A31�C

MAX.

4" O.C.

PROVIDE CONTINUOUS STRIP OF FLEXIBLE FLASHINGFROM UNDERSIDE OF HOUSEWRAP TO TOP FELT PAPER.

PROVIDE CONTINUOUS METAL FLASHING AT ROOF � WALLINTERSECTION FROM UNDERSIDE OF HOUSEWRAP TO TOPOF SHINGLES. PROVIDE CONTINUOS BEAD OF SILICONSEALANT AT UNDERSIDE OF FLASHING AND FASTEN TOROOF WITH HOT DIPPED GALV, GASKETED WOOD SCREWS.

ASPHALT SHINGLES OVER 30# FELT OVER 5/8" PLYWD SHEATHING

SIMPSON 2 X 6 FACE MOUNTED HANGER

2 X 10 LEDGER

2 X 6 LEDGER

VENTED FIBER CEMENT SOFFITPANEL W/ 2 1/2 X 3/4 FIBER CEMENTBATTEN BOARDS AT SEAMS

ALUMINUM GUTTER WITHLEAF SCREEN

2 X 4 SUB FASCIA

PAINTED 1 X 6 FIBERCEMENT FASCIA

ALUMINUM DOWNSPOUT

2 X 6 PAINTED WOOD TOP RAIL

1/2 X 4 PAINTED WOOD TRIM

2 X 2 PAINTED WOOD PICKETS

5/4 X 6 PAINTED WOODBOTTOM RAIL ON EACH SIDEOF PICKET (SIM. @ HANDRAILAND GUARD RAIL

2 X 2 WOOD TOP PLATE

SEE DETAIL THIS PAGE FORHANDRAIL PROFILE INFO.

ICE & WATER SHIELD

PRE�MANUFACTURED COLUMN

2 X 4 WOOD BLOCKING

HURRICANE CLIP @ EACH RAFTER.(TYP. AT ALL ROOF RAFTERS)

FIBER CEMENT BEAD BOARD PANEL W/2 1/2 X 3/4 FIBER CEMENT BATTENBOARDS AT SEAMS AND EDGES

2 X 6 CEILING JOIST @ 16" O.C.

CONT. ALUM. SOFFIT VENT

PAINTED WOOD TRIM

BEAM BEYOND ANCHORED TO WALLWITH GALV. DOUBLE JOIST HANGERS

ELECTRICAL FIXTURE

WINDOW UNIT

4' �

6"

2' �

6"

3/4

"9 1

/2"

2' �

4 1

/2"

R.O

.

4' �

6"

2' �

6"

1' � 3 1/2"

TOP OF BEAM

ELEV.= 9'�0" ABOVE1ST FFL

12

4

PORCH2’ − 0"

GRADE0’ − 0"

3A31�C

8" 4

"

PAINTED WOOD RISERS

TREAT'D WOOD TREADS

PAINTED, TREATED 1 X4 WOODFOUNDATION SCREEN

TREATED WOOD STRINGERSWITH 3/4" SHIM @ CONC.WALK.

6 X 6 GALV. STANDOFF POSTBASE WITH 1/2" DIA. HOTDIPPED GALV. EXPANSION BOLTINTO THICKENED CONCRETE.

4" CONCRETE SLABW6 X 6/W1.4 X W1.4 WWF ONCOMPACTED POROUS FILL

POUROUS FILL

GALV. METAL CLIP ANCHORED TO 8" DIA. CONCPIER FOUNDATION. EXTEND FOUNDATION TOFOOTING AND PROVIDE (X2) #4 BARS

3' �

0"

AT STAIR RAILS, USE A PAINTEDWOOD RAIL LOCATED 36"ABOVE STAIR NOSING(USE WOODCRAFTERS PROFILE# 62663 OR EQUAL)

+36"

SEE SECTION 2 THIS SHEET FORSIMILAR NOTES

1/2

"

1/2"

GENERAL NOTES �

SECTIONS AND DETAILS

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.

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 CEMENTITIOUS SIDING . CONTRACTOR SHALL VERIFY CLEARANCEREQUIREMENTS AT ROOF/WALL AND DECK/WALL LOCATIONS.

4. PROVIDE BATT INSULATION THAT IS FORMALDEHYDE FREE

+36"

1/2" 1/2"

1/2

"

1 1

/2"

3 1

/2"

1/2

"

PORCH COLUMN INFORMATION

1. PROVIDE DECORATIVE, CELLULAR PVC COLUMN WRAPS AT EACH PORCH COLUMN PER THEFOLLOWING HB&G MODEL (OR EQUAL). CONTRACTOR SHALL COORDINATE COLUMN WRAP WITHSTRUCTURAL, TREATED WOOD POST.

COLUMN TYPE: PLAIN PERMAWRAP (WIDTH = 8")

CAP/BASE TYPE: TUSCAN / TUSCAN


PROJECT NO.

DATE

REVISIONS

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SECTIONS ANDDETAILS

09195.000


SEPTEMBER 7, 2010

NEWPORT NEWS, VA.

A31−C



3/4" = 1’−0"06 A31�C

1 WALL SECTION � TYP

3/4" = 1’−0"06 A31�C

2 WALL SECTION � PORCH 3/4" = 1’−0"06 A31�C

4 PORCH STAIR DETAIL

1 1/2" = 1’−0"06 A31�C

3 HAND RAIL DETAIL

SEE DRAWING 1/A31�C FORCOMPARABLE NOTES

1 1/2" = 1’−0"A31�C A31�C

5 GUARD RAIL DETAIL

101112

??

?

WH

GF

IG

FI

R

GFI

GF

I

DN

DN

GFI

GFI

DN

GFI

3

GFI

6

6

6

66

G

SD

HOSE BIB

CLOSET CEILINGOPEN TOUNDERSIDE OFSTAIR

HOSE BIB

SD

LIVING/ DINING

KITCHEN

MASTER

BEDROOM

W.I.C.

BATH 1

FOYER

PORCH

HVAC RETURNREGISTER(SEE NOTE 2)

HVAC SUPPLYREGISTER, TYP.(SEE NOTE 2)

SOFFIT

W/D

DW

REF.

SD

SD

6

BEDROOM

BEDROOM

W.I.C.

W.I.C.

BATH 2

STORAGE/

MECHHVAC

SEE NOTE 1

SD

HALL

6" RECESSED CAN (SEE NOTE 3)

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 �

HVAC AND ELECTRICAL PLANS1. PROVIDE INSULATED PARTITION WITH 3!1/2" WOOD STUDS @ 16" O.C., WITH GWB ON INSIDE FACE. USE

R!13 BATT INSULATION, AND PROVIDE LEVEL ONE FINISH ON THE GWB INSIDE THE MECHANICAL /ELECTRICAL SPACE.

ALL HVAC REGISTERS AND DIFFUSERS SHALL BE LOCATED IN THE CEILING.

FOR RECESSED CAN LIGHTS @ BATHROOM AND EXTERIOR LOCATIONS, PROVIDE WET LOCATIONHOUSINGS AND LENSES.

FOR GFI RECEPTACLES LOCATED ON THE EXTERIOR, PROVIDE NON!METALLIC GFI RECEPTACLEWEATHERPROOF COVER.

FOR ALL CEILING FANS, WIRE FAN TO LIGHT SWITCH. PROVIDE PULL CHAIN TO OPERATE FAN MOTOR.

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 SYSTEMIS RATED IN ACCORDANCE WITH AHRI STANDARD 210/240!2006 FOR UNITARY AIR!CONDITIONING ANDAIR SOURCE HEAT PUMP EQUIPMENT. IT INCLUDES THE FOLLOWING PERFORMANCE 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.

2.

3.

4.

5.


PROJECT NO.

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REVISIONS

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HVAC ANDELECTRICAL LAYOUT

09195.000


SEPTEMBER 7, 2010

NEWPORT NEWS, VA.

A41−C



1/4" = 1’−0"

FIRST FLOOR PLAN 1/4" = 1’−0"

SECOND FLOOR PLAN

MECHANICAL − ELECTRICAL LEGEND

101112

cape model – option c - nnrha combined.pdf · driveway porch single family residence 3 br, 2 1/2...

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