FOUR SQUARE MODEL – OPTION C - NNRHA · ceiling joists 20 psf 10 psf roof area 20 psf 10 psf...

FOUR SQUARE MODEL – OPTION C

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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

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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.


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


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



(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"


PROJECT NO.

DATE

REVISIONS

10/4

/2012 1

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FOUNDATION PLANAND FRAMING PLANS

09195.000


OCTOBER 3, 2012

NEWPORT NEWS, VA.

A10−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



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.


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FIRST FLOOR PLAN,SECOND FLOORPLAN AND INTERIORELEVATIONS

09195.000


OCTOBER 3, 2012

NEWPORT NEWS, VA.

A11−C



1/4" = 1’−0"

1ST FLOOR PLAN

FLOOR FINISH LEGEND

1/4" = 1’−0"

2ND FLOOR PLAN

DOOR SCHEDULE


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"




7 6 PANEL HOLLOW CORE MASONITE POCKET DOOR 3’ − 0" 6’ − 8"

WINDOW SCHEDULE A


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"


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"



PORCH2’ − 0"

5

12

5

12


PAINTED WOOD STRINGER

PAINTED HORIZONTALWOOD 'HOG PINNING'

3

12

FOUNDATION VENT. SEE FOUNDATION PLAN FOR LOCATIONS

GRADE0’ − 0"



PORCH2’ − 0"


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"




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


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ELEVATIONS

09195.000


OCTOBER 3, 2012

NEWPORT NEWS, VA.

A21−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



A11�A

A11�A

A11�A

A11�A

10/04/12

TOP OF FOOTING−0’ − 8"

GRADE0’ − 0"



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"


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"



PORCH2’ − 0"

1' � 5"

2' � 1"


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


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DETAILS ANDSECTIONS

09195.000


OCTOBER 3, 2012

NEWPORT NEWS, VA.

A31−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


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HVAC ANDELECTRICAL LAYOUT

09195.000


OCTOBER 3, 2012

NEWPORT NEWS, VA.

A41−C



MECHANICAL − ELECTRICAL LEGEND

1/4" = 1’−0"

1ST FLOOR PLAN 1/4" = 1’−0"

2ND FLOOR PLAN

SEE NOTE 3

10/04/12

FOUR SQUARE MODEL – OPTION C - NNRHA · ceiling joists 20 psf 10 psf roof area 20 psf 10 psf...

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