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Page 1: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1
Page 2: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwg

FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JOSHUA RIGHTFLOOR PLAN

9 1

/4"

3'-3 3

/4"

4'-0"

NOT TO SCALE

OPEN PASS

THROUGHW/ WRAPPEDCORNERS.

ROUTED 2X10

LEDGE.

2X4 STUD WALL

SUBFLOOR

12" GWB

FALSE BEAM

D

H

G

A

I

1

1

1

1

1

1

1

11

2 1 12

H

H

H

H

C

G

G

G

FUTD.W.

FRONT

C

9'-812" 2'-6" 9'-8

12" 3'-4" 9'-8"

4'-6"

2'-1"

3'-4"

10'-10"

10'-10"

8'

4'

12'

11'-10" 5'-014" 5'-01

4" 8'-11"4

'-21 2"

7'-6"

3'-11"

3'-10"

3'-10"

2'-5"

2'-0

1 2"

1'-11"

3'-3"

2'-6

1 4"

CLE

AR

3'

8'-81 2"

6'-41 2"

PA

SS

TH

RU

21'-1112"

9'-2"3'-112"3'-3"2'-10"

12'-8"

16'-2"

2'-8"

12'

36'-9"

49'-5"

16'-8"

28'

54'-9"

57'-5"

2'

3'-6"

VIN

YL

VINYL

(2) 914" X 13

4"LAMINATED BEAM E.S.

OF PORCH (SETS IN

FROM PORCH EDGE)

6X6 TREATED POSTW/ POST BASE, TYP

CENTER LINE OFBOX BEAM (SETSIN FROM PORCH

EDGE); GABLETRUSS SHALL

BEAR ON POSTSONLY

6'

6'

5'-53 4

"

17'-412"

Heated: 1243 SFUnheated: 221 SF (covered porches)

H.W.

1

3" PVC SUB-SLAB VENTILATIONTEE-SUGGESTED LOCATIONA

PROPOSED

ELECTRICAL PANELLOCATION

1. 2'-8"X4'-4"2. 2'-8" X 3'0"

Meets all egress and glazing

requirements per 2018 NCRES BLDG Code

36" Exterior Metal Entry Door WindowsExterior Doors

(2) 2X6(2) 2X10

(1)

#1 or better grade

Southern Pine lumberPer NCRC 2018 TableR602.7(1)

Exterior Walls - 2X4s @ 24" O.C.

Interior Walls - 2X4s @ 24" O.C.* No interior load bearing walls

-OR- point loads. All trusses bearon exterior walls.

A

32" Exterior Metal Entry DoorB

24" Interior DoorC

32" Interior DoorD

18" Interior DoorE

30" Interior DoorF

G

H

28" Interior Door

I

36" Interior Door

J

36" Bi-hung Interior Door

K

48" Bi-hung Interior Door

60" Bi-hung Interior Door

Windows/Doors

Per NCRC 2018 TableR602.7(1)

10'

8"

8"

8"

4x4 TREATED POST W/POST BASE, TYP

(2) 2X8 #1 OR BETTER

GRADE SOUTHERNPINE BEAMS PER

NCRC 2018 TABLE602.7(1)

JAN 10, 2019

1. Plans to be built per the 2018 North CarolinaResidential Code.

2. All dimensions from face face of framing.3. All wall studs are 2X4 unless otherwise noted.4. Bracing Method: CS-WSP (Continuous

Sheathing-Wood Structural Panel) per table602.10.1.

4.1. 12" X 4' X 8' OSB shall be fastened with 8dcommon nails spaced 6" O.C. at edgesand 12" O.C. in the field.

5. 12" rigid insulation shall be used aswater-resistive barrier. All seams and joints to

be taped with 278" construction tape.

6. Face of sheathing @ exterior walls to align withface of masonry below.

7. All window locations to be determined on siteunless otherwise dimensioned.

8. All windows and doors to be covered byporches and flashed.

9. All windows and doors shall have an overallU-Factor of .35 or less, and a SHGC of .30 orless.

10. Water resistant flooring shall be used inkitchen, bathroom(s), and laundry areas AND

w/in 3 feet of all exterior doors.

11. Clothes dryer shall be exhausted directly tooutdoors.

12. Drain and drain pan -OR- single throw supplyvalve shall be installed for clothes washer.

13. Water heater to be located in designatedcloset as shown; drain and drain pan shall beinstalled; drain shall lead directly to outdoors.

14. HVAC attic return to be located in hall ceiling.

15. Engineered roof trusses (by others) shall beinstalled 2'-0" O.C., in-line with framing below,shall bear on exterior walls ONLY (unlessotherwise noted), have a raised heel, and 12"overhangs.

16. Any building face within 10' of property linerequires protection behind aluminum & vinyl

soffits per NCRC 2018 Section R302.1.1.17. TERMITE TREATMENT: Treatment of all

framing within 3' of foundation.18. Insulation shall be installed per manufacturer's

specs with no substantial gaps, voids,compressions, or wind intrusion. Insulationand air barrier shall be in physical contact witheach other.

19. Seal external cracks, joints, etc. aroundwindows and doors with caulking and installpest proof screens.

20. Provide minimum of 20' X 10' concrete

driveway AND 4' sidewalk to front door.

Page 3: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwg

FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JOSHUA RIGHTELEVATIONS-1 of 2

1 1

8'-1 12"

0'-0"

FRONT ELEVATION1

SIDE ELEVATION2

11 1

12

5

25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER7

16" OSB, 15# FELT (INSTALL PERMANUFACTURERS WRITTENINSTRUCTIONS)

RIDGE VENT

WRAPPED PORCH BEAM & PAINTED

WRAPPED COLUMN, BUILT IN FIELD

SEE DETAIL 3, THIS PAGE (TYP)

VINYL LAP SIDING W/ TRIM (TYP)INSTALLED OVER WALL SHEATHING

(INSTALL PER MANUFACTURERSWRITTEN INSTRUCTIONS)

VINYL BOARD AND BATTEN

INSTALLED OVER 716" OSB, HOUSE

WRAP

VINYL PERFORATED SOFFIT @

EAVES

NOTE: WOODEN HANDRAIL/GUARDRAIL AS REQUIRED, MUST MEET

CODE. SEE DETAIL THIS PAGE

8'-1 12"

0'-0"

8'-1 12"

0'-0" MAIN FIN. FLOOR

8'-1 12"

0'-0"

2

10'

SINGLE RETURN, BUILT IN FIELD,

ACROSS ENTIRE FRONT OFHOUSE, SEE DETAIL

COLUMN CAP DETAIL3

HANDRAIL/GUARD RAIL DETAIL4

TREATED 2X6 GUARDRAIL W/ 2X4CAP 2X TREATED

HANDRAIL

4X4 TREATEDPOST ANCH. TO

BRICK STEP W/ 12"

Ø EMBED.

ANCHOR BOLT

TREATEDPICKETS 5"O.C., TYP

1X

10

1X6

COLUMN CAP

NOTE:

CAULKAROUND1X6 AT

COLUMN

OSB

OSBO

SB

GA

BLE

TR

US

S

2X6 DEADWOOD

12" SOFFIT

6X6 POST

38"

34"

J-CHANNEL

VINYLSHAKES

3/4"

ALUM. CAP

6X6 COL.ATTACHEDTO BEAMTHRU COL.

CAP W/ (2)3" SCREWSE.S. OFPOST

COL CAPATTACHED

TO 6X6POST W/ (4)3" SCREWS

JAN 10, 2019

HANDRAILS & GUARDRAILS: SHALL COMPLYWITH NCRC 2018 SECTION(S) R311 & 311

Page 4: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwgFLOOR PLAN: DWG DATE:

SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

ELEVATIONS-2 of 2JOSHUA RIGHT

25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER

716" OSB, 15# FELT (INSTALL PER

MANUFACTURERS WRITTEN

INSTRUCTIONS)

8'-1 12"

0'-0"

8'-1 12"

0'-0"

12

5

VINYL PERFORATED SOFFIT @EAVES

RIDGE VENT

REAR ELEVATION1

MAIN FIN. FLOOR

VINYL LAP SIDING W/ TRIM (TYP)

INSTALLED OVER WALLSHEATHING (INSTALL PER

MANUFACTURERS WRITTENINSTRUCTIONS)

8'-1 12"

0'-0"

8'-1 12"

0'-0"

SIDE ELEVATION2

1 11 1

2

1 1

2

3

10'10'

JAN 10, 2019

Page 5: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwg

FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JOSHUA RIGHT

HEADERBLOCK

HOUSE LENGTHPORCHDEPTH

16"x8"FTG.

TOP OF SLAB

COMPACTED FILL TO SLAB

A B C

8" BLOCK

PORCH: 12" SLOPE

COMPACTEDFILL TO SLAB

ROWLOCK

FACEBRICK

8" BLOCK

12" BLOCK

GRADE

NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS

FACE BRICK

CEM. BRICK

12" BLOCK 20"x8"FTG.

16"x8"FTG.

SLAB-HISTORIC B

8'

4'

12'-8"

15'-4"

12'-8"

15'-4"

C

36'-9"

54'-9"

28'

A B

63'-10916

"

8" BLOCK WALL BELOW GRADE;HOLLOW HEADER BLOCK, TOP

COURSE ,TYP

BRICK STEPS TO

GRADE, 4' WIDE,BOLTS PER

SUPERVISOR (NOT

SHOWN)

8"

1'-4"

1'-11"

C/L

OF

40

" R

OW

LO

CK

FO

R 3

6"

DO

OR

1'-11"

C/L

OF

40

" R

OW

LO

CK

FO

R 3

6"

DO

OR

4" LIP FOR PORCH

4

1. Dig continuous 16" wide footing under allfoundation walls; 8" minimum thickness, perNCRC 2018 Table R403.1.

2. All walls, including porches, must be insideset back lines.

3. No interior load bearing walls or point loads.All trusses bear on exterior walls. (

)

4. Top of rowlock on porch to be approx. 4"lower than top of house slab.

5. 4" of 3,000 PSI fiber reinforced concrete, 10mil. vapor barrier with min. 4" washed stone orequiv recycled concrete over compacted fill,R-5 rigid insulation-See Details.

6. SimpsonStrong-Tie MAB23 mud sill anchor, orequivalent, located within 12" of each corner,both sides of exterior doors, and a min. of

every 32" O.C., 15" minimum embedment.Locate straps within 12" each side of splice,per NCRC 2018 R403.1.6.

7. Termite Treatment: Structure to be treated for

termites when framing is complete.

10'

12" Ø THREADEDROD ANCHOR

FOOTING

FACE BRICK W/LADDER TYPEJOINTREINFORCEMENT

HOUSE SLAB

PORCH SLAB

FRONT WALL FOUNDATION DTL.1

NOT TO SCALE

8'-1"

TO

C/L

OF

ST

EP

S

FRONT PORCH

8" BLOCK WALL

BEHIND FACEBRICK

12" BLOCK WALL

PROVIDES 4"LEDGE FORPORCH

BRICK STEPSTO GRADE, 4'

WIDE, BOLTSPERSUPERVISOR

(NOT SHOWN)

2'-8"

12'-8"

16'-2"

ROWLOCK ONPORCH EDGES

JAN 10, 2019

Page 6: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwg

FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JOSHUA RIGHT

FRONTPORCH

36'-9" 12'-8"

15'-4"

8'

4'

12'-8"

28'

16'-2"

2'-8"

63'-10916

"

54'-9"

12'-8"

BACK

PORCH

49'-5"

57'-5"

NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS

1A B C D

TOP OF MONO SLABPORCH: 1

2" SLOPE

TOP OF SHEDSLAB, IF

APPLICABLE

HOUSE LENGTHBRICK/STONEVENEER (OPT)

PORCHDEPTH

COMPACTED FILL TO SLAB

GRADE

1

E

TOP OF MONO SLAB

REBAR

COMPACTFILL

16"X16" BRICK COL

PRECAST COL CAP

12"Ø BOLT,PROJECT 7"ABOVE COL CAP

8" CMU FILLEDSOLID

Note:Top of cap = 43"above porch slab

1'-4" 1'-4" 2'-8" 1'-4" 1'-4"1'-4"

8"

MIN

.

4"

10"

1. Dig continuous footing under all foundationwalls; 8" minimum thickness, with (2) #4

rebars, continuous, on supports, @ 4'-0" O.C.max.

2. All walls, including porches, must be insideset back lines.

3. See plan for thickened slab/load bearing

interior wall locations (if applicable): 10" deepx 18" wide minimum footing with (2) #4continuous rebar.

4. Top of rowlock on porch to be approx. 4"

lower than top of house slab.5. 4" of 3,000 PSI fiber reinforced concrete, 10

mil. vapor barrier with min. 4" washed stone orequiv recycled concrete over compacted fill,R-5 rigid insulation.

6. SimpsonStrong-Tie MAB23 mud sill anchor, or

equivalent, located within 12" of each corner,both sides of exterior doors, and a minimum

of every 32" O.C., 15" minimum embedment.Locate straps within 12" each side of splice,per R403.1.6.

7. Termite Treatment: Structure to be treated fortermites when framing is complete.

5SLAB-MONOLITHIC

1'-11"

TO

C/L

OF

40"

TH

RE

SH

OLD

PR

OJE

CT

ION

FO

R

36"

DO

OR

1'-11"

TO

C/L

OF

40"

TH

RE

SH

OLD

PR

OJE

CT

ION

FO

R3

6"

DO

OR

10'

D

B

C

JAN 10, 2019

Page 7: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwg

FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JOSHUA RIGHT

HOUSE LENGTHPORCHDEPTH

CENTER BEAM

A B C

8" PIERFILLEDSOLID

PORCH: 12" SLOPE

COMPACTED

FILL TO SLAB

ROWLOCK

FACEBRICK

8" BLOCK

12" BLOCK

GRADECEM. BRICK

4" SOLID

BLOCK

12" BLOCK

JUMBO

BRICK

NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS

D

8" BLOCK PIERFILLED SOLID

16"x8"FTG.

20"x8"FTG.

16"x8"FTG. 24"x8"

FTG.

CRAWL-HISTORIC B

6

8'

4'

12'-8"

15'-4"

12'-8"

15'-4"

C

6'-10" 6'-10" 6'-10" 6'-10" 6'-10"

2'-7"

2'

2'

36'-9"

54'-9"

10'

14'

14'

28'

A B

D

63'-10916

"

8"

1'-4"

8X16 PIER (TYP),DROPPED 2"

8" BLOCK WALL (TYP)

4" LIP FOR PORCH

**NOTE: PIER FOOTINGS CAN BE DUG AS SINGLE 24" TRENCH

ROWLOCK ONPORCH EDGES

BRICK STEPS TOGRADE, 4' WIDE,

BOLTS PERSUPERVISOR,

NOT SHOWN

2'-8"

10'

8'-1"

TO

C/L

OF

ST

EP

S

FRONT PORCH

8" BLOCK WALL

BEHIND FACEBRICK

12" BLOCK WALL

PROVIDES 4"LEDGE FORPORCH

BRICK STEPSTO GRADE, 4'WIDE, BOLTSPERSUPERVISOR(NOT SHOWN)

12'-8"

16'-2"

ROWLOCK ONPORCH EDGES

JAN 10, 2019

1. Wall Vented Crawl Space per NCRC 2018R408.

2. Maintain minimum floor joist clearance of 18"to grade and minimum dropped girderclearance of 12" to grade.

3. All walls, including porches, must be insideset back lines.

4. Dig continuous 16" wide footing under allfoundation walls; 8" minimum thickness, perNCRC 2018 Table R403.1.

4.1. Pier footings to be 24" X 24" X 8" perNCRC 2018 Table R403.1a.

5. No interior load bearing walls or point loads.All trusses bear on exterior walls. (

).

6. Poured porches-porch floor foundation will betwo (2) brick courses plus a rowlock higherthan house foundation.

7. Sill anchors/anchor bolt installation: 12" Ø

J-bolts, 6'-0" O.C. & within 12" of corners, thendoubled every 12', per NCRC 2018 R403.1.6& R602.11.

8. Minimum 6 mil. polyethylene vapor retarder,joints lapped not less than 12", per NCRC2018 R408.2.

9. 8" X 16" foundation vents to be located within3' of corners, per NCRC 2018 R408.1.2.

10. Crawl space door- Minimum 18" X 24" accessopening per NCRC 2018 R408.8; finished

grade to determine access location, see SitePrep. Supervisor.

11. Termite Treatment: Structure to be treated fortermites when framing is complete.

8" BLOCK

FTG.

WATERPROOFING

GRAVEL

1'X1'

NOT TO SCALE

Page 8: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwg

FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JOSHUA RIGHT

1. Long walls that run parallel with joists need ajoist or blocking underneath. Place 2X10blocking @ 3'-0" O.C.; consider plumbing whenrunning extra joists

2. Dimensions are to outside face or block &center of joist unless otherwise noted

3. Use pressure treated lumber adjacent to allfoundation brick and block material

• Mud sill: 2X6 pressure treated lumber attached

to foundation walls using pre-placed 12" Ø

J-bolts, washer, and nut.• Band Joists: 2X10 #1 or better grade Southern

Pine.• Girders: (2) 2X12 #1 or better grade Southern

Pine per NCRC 2018 R502.5, R602.7(1),

R602.7(2), and R602.7(3).• Floor Joists: 2X10 #2 Southern Pine per NCRC

2018 Table R502.3.1(1) and R502.3.1(2)•• Top edges flush with girders & band

joists; .•• Joists to be framed into the side of wood

girder and supported on ledger strips notless than nominal 2"X2" per NCRC 2018R502.6.2.

• Floor Sheathing: 4'X8'X34" T&G plywood,

installed perpendicular to floor joists, fastenedwith 8d common nails.

JOIST

H.W.

1'-4"TYP.

8'

18'

23'-034"

10'-414"

12'-934"

23'-014"

28'

15'-4"

26'-234"

6'-1"

1'

3'

9'

OUTSIDE FACE OFBAND

CENTER LINES SHOWN

NOTE TO PLUMBER: 112" MAX. @

TOP OF JOIST CAN BE NOTCHEDFOR CLEARANCE OF TUB DRAIND

OU

BLE

(ON

IN

SID

E)

DO

UB

LE

(ON

OU

TS

IDE

)

EX

TR

A

EX

TR

A

EX

TR

A

EX

TR

A

BLOCKING

2X10 DOUBLE HEADER

OUTSIDE FACE OFBAND

EXAMPLE OF JOISTUNDER WALL RUNNINGPARALLEL TO JOIST

LAYOUT

NO BLOCKING REQUIRED

FOR RETURN AIR BOX

7

14'

14'

12'-8"

10'

JAN 10, 2019

Page 9: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwgFLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

FLOOR PLANJOSHUA LEFT

8

D

H

G

A

I

1

1

1

1

1

1

1

11

2 1 12

H

H

H

C

G

G

G

FUTD.W.

C

9'-812" 2'-6" 9'-81

2" 3'-4" 9'-8"

4'-6"

2'-1"

3'-4"

10'-10"

10'-10"

8'4'

12'

11'-10" 5'-014" 5'-01

4" 8'-11"

4'-21 2"

7'-6"

3'-10"

3'-10"

2'-5"

2'-0

1 2"

1'-11" 3'-3"

2'-6

1 4"

CLE

AR

3'

8'-8

1 2"

6'-4

1 2"

PA

SS

TH

RU

21'-1112"

9'-2"3'-112"3'-3"2'-10"

12'-8"

16'-2"

2'-8"

12'

36'-9"

49'-5"

16'-8"

28'

54'-9"

57'-5"

2'

3'-6"

4x4 TREATED POST W/POST BASE, TYP

VIN

YL

VINYL

8"

6'

6'

5'-53 4

"

17'-412"

A

PROPOSEDELECTRICAL PANEL

LOCATION

H.W.

H

FRONTCENTER LINE OF

BOX BEAM (SETSIN FROM PORCH

EDGE); GABLETRUSS SHALLBEAR ON POSTS

ONLY

(2) 914" X 13

4"LAMINATED BEAM E.S.OF PORCH (SETS IN

FROM PORCH EDGE)

6X6 TREATED POSTW/ POST BASE, TYP

10'

8"

8"

8"

3'-11"

3" PVC SUB-SLAB VENTILATIONTEE-SUGGESTED LOCATION

(2) 2X8 #1 OR BETTERGRADE SOUTHERN

PINE BEAMS PERNCRC 2018 TABLE

602.7(1)

9 1

/4"

3'-3 3

/4"

4'-0"

NOT TO SCALE

OPEN PASS

THROUGHW/ WRAPPED

CORNERS.

ROUTED 2X10LEDGE.

2X4 STUD WALL

SUBFLOOR

12" GWB

FALSE BEAM

Heated: 1243 SFUnheated: 221 SF (covered porches)

1. 2'-8"X4'-4"2. 2'-8" X 3'0"

Meets all egress and glazing

requirements per 2018 NCRES BLDG Code

36" Exterior Metal Entry Door WindowsExterior Doors

(2) 2X6

(2) 2X10

(1)

#1 or better grade

Southern Pine lumberPer NCRC 2018 TableR602.7(1)

Exterior Walls - 2X4s @ 24" O.C.

Interior Walls - 2X4s @ 24" O.C.* No interior load bearing walls

-OR- point loads. All trusses bearon exterior walls.

A

32" Exterior Metal Entry DoorB

24" Interior DoorC

32" Interior DoorD

18" Interior DoorE

30" Interior DoorF

G

H

28" Interior Door

I

36" Interior Door

J

36" Bi-hung Interior Door

K

48" Bi-hung Interior Door

60" Bi-hung Interior Door

Windows/Doors

Per NCRC 2018 TableR602.7(1)

1. Plans to be built per the 2018 North Carolina

Residential Code.2. All dimensions from face face of framing.3. All wall studs are 2X4 unless otherwise noted.4. Bracing Method: CS-WSP (Continuous

Sheathing-Wood Structural Panel) per table602.10.1.

4.1. 12" X 4' X 8' OSB shall be fastened with 8dcommon nails spaced 6" O.C. at edgesand 12" O.C. in the field.

5. 12" rigid insulation shall be used aswater-resistive barrier. All seams and joints to

be taped with 278" construction tape.

6. Face of sheathing @ exterior walls to align withface of masonry below.

7. All window locations to be determined on siteunless otherwise dimensioned.

8. All windows and doors to be covered byporches and flashed.

9. All windows and doors shall have an overallU-Factor of .35 or less, and a SHGC of .30 orless.

10. Water resistant flooring shall be used inkitchen, bathroom(s), and laundry areas AND

w/in 3 feet of all exterior doors.

11. Clothes dryer shall be exhausted directly tooutdoors.

12. Drain and drain pan -OR- single throw supply

valve shall be installed for clothes washer.13. Water heater to be located in designated

closet as shown; drain and drain pan shall beinstalled; drain shall lead directly to outdoors.

14. HVAC attic return to be located in hall ceiling.

15. Engineered roof trusses (by others) shall beinstalled 2'-0" O.C., in-line with framing below,shall bear on exterior walls ONLY (unless

otherwise noted), have a raised heel, and 12"overhangs.

16. Any building face within 10' of property line

requires protection behind aluminum & vinylsoffits per NCRC 2018 Section R302.1.1.

17. TERMITE TREATMENT: Treatment of allframing within 3' of foundation.

18. Insulation shall be installed per manufacturer'sspecs with no substantial gaps, voids,compressions, or wind intrusion. Insulationand air barrier shall be in physical contact witheach other.

19. Seal external cracks, joints, etc. aroundwindows and doors with caulking and installpest proof screens.

20. Provide minimum of 20' X 10' concretedriveway AND 4' sidewalk to front door.

10'

JAN 10, 2019

Page 10: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwgFLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JOSHUA LEFTELEVATIONS-1 of 2

FRONT ELEVATION1

SIDE ELEVATION2

9

11

8'-1 12"

0'-0"

1 11

12

5

25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER

716" OSB, 15# FELT (INSTALL PER

MANUFACTURERS WRITTEN

INSTRUCTIONS)

RIDGE VENT

WRAPPED PORCH BEAM & PAINTED

WRAPPED COLUMN, BUILT IN FIELD

SEE DETAIL 3, THIS PAGE (TYP)

VINYL LAP SIDING W/ TRIM (TYP)INSTALLED OVER WALL SHEATHING

(INSTALL PER MANUFACTURERSWRITTEN INSTRUCTIONS)

VINYL BOARD AND BATTEN

INSTALLED OVER 716" OSB, HOUSE

WRAP

VINYL PERFORATED SOFFIT @

EAVES

NOTE: WOODEN HANDRAIL/GUARDRAIL AS REQUIRED, MUST MEET

CODE. SEE DETAIL THIS PAGE

8'-1 12"

0'-0"

8'-1 12"

0'-0"MAIN FIN. FLOOR

8'-1 12"

0'-0"

10'

SHINGLE RETURN, BUILT IN FIELD,ACROSS ENTIRE FRONT OFHOUSE, SEE DETAIL

COLUMN CAP DETAIL3

HANDRAIL/GUARD RAIL DETAIL4

TREATED 2X6 GUARDRAIL W/ 2X4CAP 2X TREATED

HANDRAIL

4X4 TREATEDPOST ANCH. TO

BRICK STEP W/ 12"

Ø EMBED.

ANCHOR BOLT

TREATEDPICKETS 5"O.C., TYP

1X

10

1X6

COLUMN CAP

NOTE:

CAULKAROUND1X6 AT

COLUMN

OSB

OSBO

S

B

GA

BLE

TR

US

S

2X6 DEADWOOD

12" SOFFIT

6X6 POST

38"

34"

J-CHANNEL

VINYLSHAKES

3/4"

ALUM. CAP

6X6 COL.ATTACHEDTO BEAM

THRU COL.CAP W/ (2)3" SCREWSE.S. OF

POST

COL CAP

ATTACHEDTO 6X6POST W/ (4)3" SCREWS

HANDRAILS & GUARDRAILS: SHALL COMPLYWITH NCRC 2018 SECTION(S) R311 & 311

10'

JAN 10, 2019

Page 11: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwgFLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

ELEVATIONS-2 of 2JOSHUA LEFT

25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER7

16" OSB, 15# FELT (INSTALL PERMANUFACTURERS WRITTENINSTRUCTIONS)

8'-1 12"

0'-0"

8'-1 12"

0'-0"

12

5

VINYL PERFORATED SOFFIT @EAVES

RIDGE VENT

REAR ELEVATION1

MAIN FIN. FLOOR

VINYL LAP SIDING W/ TRIM (TYP)

INSTALLED OVER WALLSHEATHING (INSTALL PER

MANUFACTURERS WRITTENINSTRUCTIONS)11 11

8'-1 12"

0'-0"

8'-1 12"

0'-0"

SIDE ELEVATION2

2

11

2

10

10'10'

JAN 10, 2019

Page 12: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwgFLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

1. Dig continuous 16" wide footing under allfoundation walls; 8" minimum thickness, perNCRC 2018 Table R403.1.

2. All walls, including porches, must be insideset back lines.

3. No interior load bearing walls or point loads.All trusses bear on exterior walls. (

)4. Top of rowlock on porch to be approx. 4"

lower than top of house slab.5. 4" of 3,000 PSI fiber reinforced concrete, 10

mil. vapor barrier with min. 4" washed stone orequiv recycled concrete over compacted fill,R-5 rigid insulation-See Details.

6. SimpsonStrong-Tie MAB23 mud sill anchor, orequivalent, located within 12" of each corner,

both sides of exterior doors, and a min. ofevery 32" O.C., 15" minimum embedment.Locate straps within 12" each side of splice,per NCRC 2018 R403.1.6.

7. Termite Treatment: Structure to be treated fortermites when framing is complete.

HEADERBLOCK

HOUSE LENGTHPORCHDEPTH

16"x8"FTG.

TOP OF SLAB

COMPACTED FILL TO SLAB

A B C

8" BLOCK

PORCH: 12" SLOPE

COMPACTEDFILL TO SLAB

ROWLOCK

FACEBRICK

8" BLOCK

12" BLOCK

GRADE

NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS

FACE BRICK

CEM. BRICK

12" BLOCK 20"x8"FTG.

16"x8"FTG.

SLAB-HISTORIC B

JOSHUA LEFT11

10'

8'4'

12'-8"

15'-4"

12'-8"

15'-4"

C

36'-9"

54'-9"

28'

A B

63'-10 916 "

8" BLOCK WALL BELOW GRADE;HOLLOW HEADER BLOCK, TOP

COURSE ,TYP

BRICK STEPS TO

GRADE, 4' WIDE,BOLTS PER

SUPERVISOR (NOTSHOWN)

8"

1'-4"

1'-11"

C/L

OF

40

" R

OW

LO

CK

FO

R 3

6"

DO

OR

1'-11"

C/L

OF

40

" R

OW

LO

CK

FO

R 3

6"

DO

OR

4" LIP FOR PORCH

8'-1"

TO

C/L

OF

ST

EP

S

FRONT PORCH

8" BLOCK WALL

BEHIND FACEBRICK

12" BLOCK WALLPROVIDES 4"

LEDGE FORPORCH

BRICK STEPS

TO GRADE, 4'WIDE, BOLTSPERSUPERVISOR

(NOT SHOWN)

2'-8"

12'-8"

16'-2"

ROWLOCK ON

PORCH EDGES

10'

JAN 10, 2019

Page 13: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwg

FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JOSHUA LEFTNOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS

1A B C D

TOP OF MONO SLABPORCH: 1

2" SLOPE

TOP OF SHEDSLAB, IF

APPLICABLE

HOUSE LENGTH

BRICK/STONEVENEER (OPT)

PORCHDEPTH

COMPACTED FILL TO SLAB

GRADE

1

E

TOP OF MONO SLAB

REBAR

COMPACTFILL

16"X16" BRICK COL

PRECAST COL CAP

12"Ø BOLT,PROJECT 7"ABOVE COL CAP

8" CMU FILLEDSOLID

Note:Top of cap = 43"above porch slab

1'-4" 1'-4" 2'-8" 1'-4" 1'-4"1'-4"

8"

MIN

.

4"

10"

1. Dig continuous footing under all foundation

walls; 8" minimum thickness, with (2) #4rebars, continuous, on supports, @ 4'-0" O.C.max.

2. All walls, including porches, must be insideset back lines.

3. See plan for thickened slab/load bearing

interior wall locations (if applicable): 10" deepx 18" wide minimum footing with (2) #4continuous rebar.

4. Top of rowlock on porch to be approx. 4"lower than top of house slab.

5. 4" of 3,000 PSI fiber reinforced concrete, 10mil. vapor barrier with min. 4" washed stone orequiv recycled concrete over compacted fill,R-5 rigid insulation.

6. SimpsonStrong-Tie MAB23 mud sill anchor, or

equivalent, located within 12" of each corner,both sides of exterior doors, and a minimum

of every 32" O.C., 15" minimum embedment.Locate straps within 12" each side of splice,per R403.1.6.

7. Termite Treatment: Structure to be treated fortermites when framing is complete.

12SLAB-MONOLITHIC

FRONTPORCH

36'-9" 12'-8"

15'-4"

8'4'

12'-8"

28'

16'-2"

2'-8"

63'-10 916 "

54'-9"

BACKPORCH

49'-5"

57'-5"

1'-11"

TO

C/L

OF

40"

TH

RE

SH

OLD

PR

OJE

CT

ION

FO

R

36"

DO

OR

1'-11"

TO

C/L

OF

40"

TH

RE

SH

OLD

PR

OJE

CT

ION

FO

R3

6"

DO

OR

10'

12'-8"

D

B

C

10'

JAN 10, 2019

Page 14: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwgFLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

HOUSE LENGTHPORCHDEPTH

CENTER BEAM

A B C

8" PIERFILLEDSOLID

PORCH: 12" SLOPE

COMPACTEDFILL TO SLAB

ROWLOCK

FACEBRICK

8" BLOCK

12" BLOCK

GRADECEM. BRICK

4" SOLIDBLOCK

12" BLOCK

JUMBOBRICK

NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS

D

8" BLOCK PIERFILLED SOLID

16"x8"FTG.

20"x8"FTG.

16"x8"FTG. 24"x8"

FTG.

CRAWL-HISTORIC B

JOSHUA LEFT

1. Wall Vented Crawl Space per NCRC 2018R408.

2. Maintain minimum floor joist clearance of 18"to grade and minimum dropped girderclearance of 12" to grade.

3. All walls, including porches, must be insideset back lines.

4. Dig continuous 16" wide footing under allfoundation walls; 8" minimum thickness, perNCRC 2018 Table R403.1.

4.1. Pier footings to be 24" X 24" X 8" perNCRC 2018 Table R403.1a.

5. No interior load bearing walls or point loads.All trusses bear on exterior walls. (

).

6. Poured porches-porch floor foundation will betwo (2) brick courses plus a rowlock higherthan house foundation.

7. Sill anchors/anchor bolt installation: 12" Ø

J-bolts, 6'-0" O.C. & within 12" of corners, thendoubled every 12', per NCRC 2018 R403.1.6& R602.11.

8. Minimum 6 mil. polyethylene vapor retarder,joints lapped not less than 12", per NCRC2018 R408.2.

9. 8" X 16" foundation vents to be located within3' of corners, per NCRC 2018 R408.1.2.

10. Crawl space door- Minimum 18" X 24" access

opening per NCRC 2018 R408.8; finishedgrade to determine access location, see SitePrep. Supervisor.

11. Termite Treatment: Structure to be treated fortermites when framing is complete.

8" BLOCK

FTG.

WATERPROOFING

GRAVEL

1'X1'

NOT TO SCALE

13

10'

8'4'

12'-8"

15'-4"

12'-8"

15'-4"

C

6'-10" 6'-10" 6'-10" 6'-10" 6'-10"

2'-7"

2'

2'

36'-9"

54'-9"

10'

14'

14'

28'

A B

D

63'-10 916 "

8"1'-4"

8X16 PIER (TYP),

DROPPED 2"

8" BLOCK WALL (TYP)

4" LIP FOR PORCH

**NOTE: PIER FOOTINGS CAN BE DUG AS SINGLE 24" TRENCH

ROWLOCK ON

PORCH EDGES

BRICK STEPS TOGRADE, 4' WIDE,

BOLTS PERSUPERVISOR,

NOT SHOWN

2'-8"

8'-1"

TO

C/L

OF

ST

EP

S

FRONT PORCH

8" BLOCK WALL

BEHIND FACEBRICK

12" BLOCK WALLPROVIDES 4"

LEDGE FORPORCH

BRICK STEPSTO GRADE, 4'WIDE, BOLTSPERSUPERVISOR(NOT SHOWN)

12'-8"

16'-2"

ROWLOCK ON

PORCH EDGES

10'

JAN 10, 2019

Page 15: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Joshua.dwgFLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JOISTJOSHUA LEFT

1'-4"TYP.

8'

18'

23'-034"

10'-414"

12'-934"

23'-014"

28'

15'-4"

26'-234"

6'-1"

1'

3'

9'

CENTER LINES SHOWNNOTE TO PLUMBER: 112" MAX. @

TOP OF JOIST CAN BE NOTCHED

FOR CLEARANCE OF TUB DRAIN

DO

UB

LE

(ON

IN

SID

E)

DO

UB

LE

(ON

OU

TS

IDE

)

EX

TR

A

EX

TR

A

EX

TR

A

EX

TR

A

BLOCKING

2X10 DOUBLE HEADER

OUTSIDE FACE OFBAND

EXAMPLE OF JOISTUNDER WALL RUNNINGPARALLEL TO JOISTLAYOUT

NO BLOCKING REQUIREDFOR RETURN AIR BOX

14

H.W.

OUTSIDE FACE OFBAND

14'

14'

12'-8"

10'10'

1. Long walls that run parallel with joists need ajoist or blocking underneath. Place 2X10blocking @ 3'-0" O.C.; consider plumbing whenrunning extra joists

2. Dimensions are to outside face or block &center of joist unless otherwise noted

3. Use pressure treated lumber adjacent to allfoundation brick and block material

• Mud sill: 2X6 pressure treated lumber attached

to foundation walls using pre-placed 12" Ø

J-bolts, washer, and nut.• Band Joists: 2X10 #1 or better grade Southern

Pine.• Girders: (2) 2X12 #1 or better grade Southern

Pine per NCRC 2018 R502.5, R602.7(1),R602.7(2), and R602.7(3).

• Floor Joists: 2X10 #2 Southern Pine per NCRC2018 Table R502.3.1(1) and R502.3.1(2)

•• Top edges flush with girders & bandjoists; .

•• Joists to be framed into the side of woodgirder and supported on ledger strips notless than nominal 2"X2" per NCRC 2018R502.6.2.

• Floor Sheathing: 4'X8'X34" T&G plywood,

installed perpendicular to floor joists, fastenedwith 8d common nails.

JAN 10, 2019

Page 16: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:WALL SECTIONS 2018.dwg

FLOOR PLAN: DWG DATE:

SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JAN 10, 2019WALL SECTIONS

Exterior Walls: 2x4s @ 24" O.C.Interior Walls: 2x4s @ 24" O.C.• No interior load bearing walls or point loads. All trusses bear on exterior walls.

House to be treated with termite treatment when framing is complete. See

"Foundation Plans" for more information.HISTORIC B SLAB

WS-1

This house shall not be constructed on asite where finished face of exterior walls is

less than 5' from property lines.

VA

RIE

S

2'-238

" VA

RIE

S1

'-6

" M

IN.

1'-4"

F.F.E.

2X10

6X6POST

4'-0"

AP

PR

OX

GABLE ROOF

TRUSS WITHFIELD BUILTOVERHANG

SEE DETAIL 3ON FRONT

ELEVATION

PAGE

2X4 BOX BEAM

1X12 MDOCOLUMN WRAP

6X6 TREATEDPOST

16" BRICK

COLUMN FILLEDSOLID

18"X18" WHITECONCRETE CAP

12" MUD BED

FLASHING

ROOF TRUSSES

2X6 DEADWOOD

12" GYPSUM WALLBOARD

4" CONC. PORCH SLAB

GRADE SLOPE

SIDING

FTG.

SOLID BLOCK

PIER & FTG.UNDER

COLUMN

ENGINEERING ROOF

TRUSSES INSTALLED

24" O.C., HURRICANECLIPS

25 YR. SHINGLE CLASS

A CERTAINTEED

INSTALLED OVER 716"

OSB, 15# FELTUNDERLAYMENT,

METAL DRIP EDGE

R-38 BLOWN

INSULATION

OSB INSULATION

BAFFLE BOARD

METAL CLAD 2X6

FASCIA

SOLID SOFFIT INSTALLED

@ SIDE PORCH

12" GYPSUMWALL BOARD

EXTERIOR WALL SECTION (TYP)1 FRONT PORCH/BEAM SECTION2

SECTION @ SIDE PORCH (IF APPLICABLE)3

GRADE SLOPE

TOP OF SLAB

1'-4"

VA

RIE

S

25 YR. SHINGLE

CLASS ACERTAINTEED

INSTALLED OVER 716"

OSB, 15# FELTUNDERLAYMENT,

METAL DRIP EDGE

ENGINEERING ROOF

TRUSSES INSTALLED

24" O.C., HURRICANE

CLIPS

R-38 BLOWNINSULATION

OSB INSULATION

BAFFLE BOARD

METAL CLAD 2X6

FASCIA

12" GYPSUMWALL BOARD

4" FIBER REINF CONC

SLAB ON 10 MIL POLY

V.B., JOINTS LAPPED 1FT MIN, EXT OVER ALL

STONE TO EDGES OFFOUNDATION; TAPE

JOINTS WITH

ADHESIVE TAPE

HOLLOW HEADER

BLOCK, TOP COURSE

8" CMU

NOTE: NONLOAD-BEARING WALLS

@ FRONT OF HOUSE

1'-4"

GRADE SLOPE

VA

RIE

S1

'-4

" M

IN.

TREATED 2X4 PLATEW/ SIMPSON

STRONG-TIE MAB23

MUD SILL ANC'R, 32"O.C., 15" MIN EMBED

BRICK ROWLOCK @

EXTERIOR DOOR BEYOND

TREATED 2X4 PLATEW/ SIMPSON

STRONG-TIE MAB23

MUD SILL ANC'R, 32"O.C., 15" MIN. EMBED

TREATED 2X4 PLATE W/SIMPSON STRONG-TIE

MAB23 MUD SILL ANC'R ,32" O.C., 15" MIN.

EMBEDMENT

2X4 EXT WALL W/ 12"

RIGID INSULATION

BOARD (R-3) W/

TAPED SEAMS(WEATHER

RESISTANT

BARRIER) INSTALLED

OVER 716" OSB, R-15

BATT INSULATION

4" WASHED STONEOVER COMPACTED

FILL

4" FIBER REINF CONC

SLAB ON 10 MIL POLY

V.B., JOINTS LAPPED 1FT MIN, EXT OVER ALL

STONE TO EDGES OFFOUNDATION; TAPE

JOINTS WITH

ADHESIVE TAPE

4" FIBER REINFCONC SLAB ON 10

MIL POLY V.B.,JOINTS LAPPED 1

FT MIN, EXT OVER

ALL STONE TO

EDGES OF

FOUNDATION; TAPE

JOINTS WITHADHESIVE TAPE

2X4 EXT WALL W/ 12" RIGID

INSUL BD (R-3) W/ TAPED

SEAMS (WEATHERRESISTANT BARRIER)

INSTAL'D OVER 716" OSB,

R-15 BATT INSULATION

PERF VINYL SOFFIT @

EAVES; EXCEPTION:

WHEN SOFFIT HAS LESSTHAN A 10' FIRE

SEPARATION DISTANCE,

FOLLOW 2018 NCRC

SECTION R302.1.1

PERF VINYL SOFFIT

@ EAVES;EXCEPTION: WHEN

SOFFIT HAS LESSTHAN A 10' FIRE

SEPARATION

DISTANCE, FOLLOW2018 NCRC SECTION

R302.1.1

2X4 EXT WALL W/ 12"

RIGID INSUL BOARD(R-3) W/ TAPED

SEAMS (WEATHER

RESISTANT

BARRIER) INSTAL'D

OVER 716" OSB, R-15

BATT INSULATION

PORCH BEAM WRAPPED IN 34" PRIME

TRIM, PAINTED; SEE FLOOR PLAN

FOR BEAM SIZE

8"

MIN

VA

RIE

S

8"

MIN

VA

RIE

S

8"

MIN

VA

RIE

S

8"

MIN

VA

RIE

S

8"

MIN

VA

RIE

SFTG.

FTG. FTG. FTG.

SEE FLOOR PLANS AND

ELEVATIONS FORCOLUMN VARIATIONS

AND DETAILS

Page 17: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:WALL SECTIONS 2018.dwgFLOOR PLAN: DWG DATE:

SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JAN 10, 2019WALL SECTIONS

MONO SLAB

Exterior Walls: 2x4s @ 24" O.C.Interior Walls: 2x4s @ 24" O.C.• No interior load bearing walls or point loads. All trusses bear on exterior walls.

House to be treated with termite treatment when framing is complete. See"Foundation Plans" for more information.

This house shall not be constructed on asite where finished face of exterior walls isless than 5' from property lines.

WS-2

VA

RIE

S

F.F.E.

2X10

6X6POST

4'-0"

AP

PR

OX

GABLE ROOF

TRUSS WITHFIELD BUILTOVERHANG

SEE DETAIL 3ON FRONT

ELEVATION

PAGE

2X4 BOX BEAM

1X12 MDO

COLUMN WRAP

6X6 TREATEDPOST

16" BRICK

COLUMN FILLED

SOLID

18"X18" WHITE

CONCRETE CAP

12" MUD BED

FLASHING

ROOF TRUSSES

2X6 DEADWOOD

12" GYPSUM WALLBOARD

SIDING

ENGINEERING ROOF

TRUSSES INSTALLED

24" O.C., HURRICANE

CLIPS

25 YR. SHINGLE CLASS

A CERTAINTEED

INSTALLED OVER 716"

OSB, 15# FELTUNDERLAYMENT,

METAL DRIP EDGE

R-38 BLOWN

INSULATION

OSB INSULATION

BAFFLE BOARD

METAL CLAD 2X6

FASCIA

SOLID SOFFIT INSTALLED@ SIDE PORCH

12" GYPSUMWALL BOARD

EXTERIOR WALL SECTION (TYP)1 FRONT PORCH/BEAM SECTION2

SECTION @ SIDE PORCH (IF APPLICABLE)3

TOP OF SLABVA

RIE

S

25 YR. SHINGLECLASS A

CERTAINTEED

INSTALLED OVER 716"

OSB, 15# FELTUNDERLAYMENT,

METAL DRIP EDGE

ENGINEERING ROOFTRUSSES INSTALLED

24" O.C., HURRICANE

CLIPS

R-38 BLOWN

INSULATION

OSB INSULATION

BAFFLE BOARD

METAL CLAD 2X6

FASCIA

12" GYPSUMWALL BOARD

4" FIBER REINFORCED

CONCRETE SLAB ON 6

MIL POLY VB ON

SELECT BACKFILL

NOTE: NONLOAD-BEARING WALLS

@ FRONT OF HOUSE

TREATED 2X4 PLATEW/ SIMPSON

STRONG-TIE MAB23

MUD SILL ANC'R, 32"

O.C., 15" MIN EMBED

TREATED 2X4 PLATEW/ SIMPSON

STRONG-TIE MAB23

MUD SILL ANC'R, 32"

O.C., 15" MIN. EMBED

2X4 EXT WALL W/ 12"

RIGID INSULATION

BOARD (R-3) W/

TAPED SEAMS

(WEATHERRESISTANT

BARRIER)

INSTALLED OVER7

16" OSB, R-15 BATTINSULATION

2X4 EXT WALL W/ 12" RIGID

INSUL BD (R-3) W/ TAPED

SEAMS (WEATHERRESISTANT BARRIER)

INSTAL'D OVER 716" OSB,

R-15 BATT INSULATION

PERF VINYL SOFFIT @

EAVES; EXCEPTION:

WHEN SOFFIT HAS LESSTHAN A 10' FIRE

SEPARATION DISTANCE,FOLLOW 2018 NCRC

SECTION R302.1.1

PERF VINYL SOFFIT

@ EAVES;

EXCEPTION: WHEN

SOFFIT HAS LESSTHAN A 10' FIRE

SEPARATION

DISTANCE, FOLLOW

2018 NCRC SECTIONR302.1.1

2X4 EXT WALL W/ 12"

RIGID INSUL BOARD(R-3) W/ TAPED

SEAMS (WEATHER

RESISTANT BARRIER)

INSTAL'D OVER 716"

OSB, R-15 BATT

INSULATION

PORCH BEAM WRAPPED IN 34" PRIME

TRIM, PAINTED; SEE FLOOR PLAN

FOR BEAM SIZE

1'-0"

GRADE SLOPE

1'-0" 2'-0" 1'-0"

4" FIBER REINFORCED

CONCRETE SLAB ON 6

MIL POLY VB ON

SELECT BACKFILL

4" FIBER

REINFORCEDCONCRETE SLAB ON

6 MIL POLY VB ONSELECT BACKFILL

SEE FLOOR PLANS AND

ELEVATIONS FOR

COLUMN VARIATIONSAND DETAILS

Page 18: Joshua Construction Set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11, 19 habitat for hum ity chlotte r sheet #: joshua right elevations-1 of 2 1 1 8'-1

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:WALL SECTIONS 2018.dwg

FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Jan. 11, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JAN 10, 2019WALL SECTIONS

Exterior Walls: 2x4s @ 24" O.C.Interior Walls: 2x4s @ 24" O.C.• No interior load bearing walls or point loads. All trusses bear on exterior walls.

House to be treated with termite treatment when framing is complete. See"Foundation Plans" for more information.

HISTORIC B CRAWL

WS-3

This house shall not be constructed on asite where finished face of exterior walls is

less than 5' from property lines.

E XTER IO R WA LL S EC TION (TYP)1

VA

RIE

S1

'-6

" M

IN.

0'-93 4

"

1'-4"

F.F.E.

GRADE SLOPE

VA

RIE

S

2'-238

"

VA

RIE

S1

'-6

" M

IN.

0'-93 4

"

1'-4"

F.F.E.

2X10

6X6POST

4'-0"

AP

PR

OX

8"PIER

FILLEDSOLID

FTG.

ENGINEERING ROOFTRUSSES INSTALLED

24" O.C., HURRICANE

CLIPS

25 YR. SHINGLECLASS A

CERTAINTEED

INSTALLED OVER 716"

OSB, 15# FELT

UNDERLAYMENT,METAL DRIP EDGE

R-38 BLOWN

INSULATION

OSB INSULATION

BAFFLE BOARD

METAL CLAD 2X6

FASCIA

FOUNDATION DAMP

COAT

GRAVEL

4" DRAIN PIPE

12" GYPSUMWALL BOARD

2X10 FLOOR JOIST

(TYP)

2X6 TREATED MUD SILL

2X10 BAND JOIST

34" SUB FLOOR

GABLE ROOF

TRUSS WITHFIELD BUILTOVERHANG

SEE DETAIL 3ON FRONT

ELEVATION

PAGE

2X4 BOX BEAM

1X12 MDO

COLUMN WRAP

6X6 TREATEDPOST

16" BRICK

COLUMN FILLED

SOLID

18"X18" WHITE

CONCRETE CAP

12" MUD BED

FLASHING

ROOF TRUSSES

2X6 DEADWOOD

12" GYPSUM WALLBOARD

4" CONC. PORCH SLAB

GRADE SLOPE

SIDING

GALV.FLASHING

FTG.

GRAVEL

4" DRAIN PIPE

FOUNDATION

DAMP COAT

SOLID BLOCKPIER & FTG.

UNDERCOLUMN

SELECTBACKFILL

FLOOR SYSTEM:

(SEE JOIST LAYOUT

FOR DETAILS)

ENGINEERING ROOFTRUSSES INSTALLED

24" O.C., HURRICANE

CLIPS

25 YR. SHINGLE CLASS

A CERTAINTEED

INSTALLED OVER 716"

OSB, 15# FELTUNDERLAYMENT,

METAL DRIP EDGE

R-38 BLOWN

INSULATION

OSB INSULATION

BAFFLE BOARD

METAL CLAD 2X6

FASCIA

VA

RIE

S1

'-6

" M

IN.

1'-4"

4" SIDE PORCH PAD

SOLID SOFFIT INSTALLED

@ SIDE PORCH

12" GYPSUMWALL BOARD

FLOOR SYSTEM:

(SEE JOIST LAYOUT

FOR DETAILS)

FTG. FTG.

1'-4"

GRADE SLOPE

TREATED BAND ADJTO SIDE PORCH

EXTERIOR WALL SECTION (TYP)1 FRONT PORCH/BEAM SECTION2

SECTION @ SIDE PORCH (IF APPLICABLE)3

FTG.

FTG.

12" Ø THREADED RODANCHOR, 7" MIN

EMBED PER CODE

PERF VINYL SOFFIT@ EAVES;

EXCEPTION: WHEN

SOFFIT HAS LESSTHAN A 10' FIRE

SEPARATIONDISTANCE, FOLLOW

2018 NCRC SECTIONR302.1.1

2X4 EXT WALL W/ 12"

RIGID INSUL BOARD

(R-3) W/ TAPED

SEAMS (WEATHERRESISTANT BARRIER)

INSTAL'D OVER 716"

OSB, R-15 BATT

INSULATION

2X4 EXT WALL W/ 12"

RIGID INSULATION

BOARD (R-3) W/

TAPED SEAMS(WEATHER

RESISTANT

BARRIER) INSTALLED

OVER 716" OSB, R-15

BATT INSULATIONTREATED

BAND ADJ TO

SIDE PORCH

2X4 EXT WALL W/ 12" RIGID

INSUL BD (R-3) W/ TAPED

SEAMS (WEATHER

RESISTANT BARRIER)

INSTAL'D OVER 716" OSB,

R-15 BATT INSULATION

PERF VINYL SOFFIT @EAVES; EXCEPTION:

WHEN SOFFIT HAS LESS

THAN A 10' FIRESEPARATION DISTANCE,

FOLLOW 2018 NCRCSECTION R302.1.1

PORCH BEAM WRAPPED IN 34" PRIME

TRIM, PAINTED; SEE FLOOR PLAN

FOR BEAM SIZE

R-19 BATT

INSULATION BTWNFLOOR JOISTS

R-19 BATT INSULATION

R-19 BATTINSULATION

(2)2x12

GIRDER8"

MIN

VA

RIE

S

8"

MIN

VA

RIE

S

8"

MIN

VA

RIE

S

8"

MIN

VA

RIE

S

8"

MIN

VA

RIE

S

8"

MIN

VA

RIE

S

SEE FLOOR PLANS ANDELEVATIONS FOR

COLUMN VARIATIONS

AND DETAILS