jones construction set (2018)

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Jones.dwg

FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 1, 19

Habitatfor HumanityCharlotte

R

SHEET #:

JONES RIGHTFLOOR PLAN

H.W.

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,continuous, with 8d common nails spaced6" O.C. at edges and 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 to

outdoors.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 (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.

1

D

E

H

G

CA

I

1

1

1

1

221

1 1 1

H H H

I

C

FUTD.W.

M.

3'-6" 10'-2"

3'-7"

3'-1"

3'-10"

2'-4"

4'-6" 6'-412" 21'-11"

4'

5'

11'-6"

9'-10"

3'-4"

9'-7"

24'

5'-5" 1'-4"

4'-4

1 2"

5'-2"

3'-51 2"

5'-8

1 2"

2'-614"

CLEAR

3'-3"

11' 5'-014" 11'-2

12" 2'-2" 14'-1

34"

46' 6'

24'

6'

16'-1"

TO CENTER OF WINDOW

52'

2'

7'-31 2"

3'

3'-6"

2'-6"

4'-117 8

"5

'-1"

FRONT

6X6 TREATED POSTW/ POST BASE, TYP,WRAPPED

LVT

LVT

CENTER LINE OFBOX BEAM (SETS INFROM PORCH

EDGE); GABLETRUSS SHALL BEAR

ON POSTS ONLY

30'-6"TO CENTER OF PORCH

& EXTERIOR SIDE DOOR

3" PVC SUB-SLABVENTILATIONTEE-SUGGESTED

LOCATION

A

3'-4"

1

3'-6"

11'-3"

7'-8"

13'-2

1 2"

(2) 2x10 #1 ORBETTER GRADESOUTHERN PINE

BEAM PER NCRC2018 TABLE 602.7(1)

E.S. OF PORCH(SETS IN FROMPORCH EDGE)

9'-10"

ELECTRICAL PANEL

LOCATION

3'-878

" 3'-878

"

2x6 WALL FRAMEDIN FRONT OF 2x4

WALL

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

Meets all egress and glazingrequirements per 2018 NCRES BLDG Code

36" Exterior Metal Entry Door WindowsExterior Doors

(2) 2X6(2) 2X10

(1)

#1 or better gradeSouthern Pine lumberPer NCRC 2018 Table

R602.7(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



Windows/Doors

Per NCRC 2018 Table

R602.7(1)

Heated: 1104 SFUnheated: 164 SF (covered porches)

10'

FEB 1, 2019

2'-5"

CS

-WS

P

48"

CS

-WS

P

48" CS-WSP

48" CS-WSP

48"

CS

-WS

P4

8"

CS

-WS

P

48" CS-WSP 48" CS-WSP 48" CS-WSP


48" CS-WSP

48"

CS

-WS

P



FILE:Jones.dwg



R

SHEET #:

JONES RIGHTELEVATIONS-1 of 2

1 1

25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER7

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

8'-1 12"

0'-0" MAIN FIN. FLOOR

8'-1 12"

0'-0"

12

5

1

2

8'-1 12"

0'-0"

8'-1 12"

0'-0"

VINYL SHAKES INSTALLED OVER 716"

OSB, HOUSE WRAP

RIDGE VENT

2X6 SIDE PORCH ROOF EXTENSION

ATTACHED TO ROOF TRUSSES,BUILT IN FIELD, SEE DETAIL

NOTE: WOODEN HANDRAIL/GUARDRAIL AS REQUIRED, MUST MEET

CODE. SEE DETAIL THIS PAGE

FRONT ELEVATION1

SIDE ELEVATION2

COLUMN CAP DETAIL3

HANDRAIL/GUARD RAIL DETAIL4

SEE DETAIL 3, THIS PAGE (TYP)

2

2

1

1X

10

BLOCKS

614"

16" O.C.

CAPPLATE

1X6

COLUMN CAP

NOTE:

CAULKAROUND1X6 AT

COLUMN

O

SB

OSBO

SB

GA

BLE

TR

US

S

2X6 DEADWOOD

12" SOFFIT

6X6 POST

38"

34"

J-CHANNEL

VINYLSHAKES

3 1/2"

3/4"

ALUM. CAP

6X6 COL.

ATTACHEDTO BEAMTHRU COL.

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

COL CAPATTACHED

TO 6X6POST W/ (4)3" SCREWS

TREATED 2X4 GUARDRAIL

2X TREATEDHANDRAIL

4X4 TREATEDPOST ANCH. TO

BRICK STEP W/ 12"

Ø EMBED.

ANCHOR BOLT

TREATED 2X2& 2X6 PICKETS,

5" O.C. TYP

VINYL PERFORATED SOFFIT @

EAVES

WRAPPED PORCH BEAM & PAINTED

WRAPPED COLUMN, BUILT IN FIELD

SHINGLE RETURN ACROSS FRONTOF PORCH; SEE DETAIL

VINYL LAP SIDING W/ TRIM (TYP)

INSTALLED OVER WALL SHEATHING(INSTALL PER MANUFACTURERSWRITTEN INSTRUCTIONS)

10'

FEB 1, 2019

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



FILE:Jones.dwgFLOOR PLAN: DWG DATE:

SHEET TITLE: PLOT DATE: Feb. 1, 19


R

SHEET #:

ELEVATIONS-2 of 2JONES 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

2X6 SIDE PORCH ROOF EXTENSIONATTACHED TO ROOF TRUSSES,

BUILT IN FIELD, SEE DETAIL

REAR ELEVATION1

MAIN FIN. FLOOR

1 1


INSTALLED OVER WALLSHEATHING (INSTALL PER

MANUFACTURERS WRITTENINSTRUCTIONS)

11

8'-1 12"

0'-0"

8'-1 12"

0'-0"

SIDE ELEVATION2

3

1 1

10'

FEB 1, 2019



FILE:Jones.dwg



R

SHEET #:

JONES RIGHT

SLAB-HISTORIC B

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

4

SIDEPORCH

5'

4'

C

B

ROWLOCK ONPORCH EDGES

30'-6"TO C/L OF SIDE PORCH

4" POURED LIP FORPORCH

1'-8"1

'

6'46'

24'

46' 6'

52'

A57'-3 1

4 "

BRICK STEPS TO GRADE, 4' WIDE, BOLTSPER SUPERVISOR (NOT SHOWN)

8" BLOCK WALL BELOW GRADE;4X8X16 CMU & CEMENT BRICK

BEHIND FACE BRICK

11'-7"

C/L

OF

40

" R

OW

LO

CK

FO

R 3

6"

DO

OR

24'-6"C/L OF 38" ROWLOCK

FOR 32" DOOR

BRICK STEPS TOGRADE, 4' WIDE,BOLTS PERSUPERVISOR (NOT

SHOWN)

11'-7"

TO

C/L

OF

ST

EP

S


8" BLOCK WALLBEHIND FACE

BRICK

12" BLOCK WALLPROVIDES 4"LEDGE FORPORCH

FRONT

PORCH

51'-10 58 "

1'-8"

10'

FEB 1, 2019


1A B C D

TOP OF MONO SLABPORCH: 1

2" SLOPE

TOP OF SHEDSLAB, IF

APPLICABLE

HOUSE LENGTHBRICK/STONEVENEER (OPT)

PORCHDEPTH


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


3. See plan for thickened slab/load bearinginterior 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 minimumof every 32" O.C., 15" minimum embedment.Locate straps within 12" each side of splice,per R403.1.6.


5SLAB-MONOLITHIC

46' 6'

52'

24'



FILE:Jones.dwg



R

SHEET #:

JONES RIGHT

24'-6"TO C/L OF 40"

THRESHOLD PROJECTION FOR36" DOOR

11'-7"

TO

C/L

OF

40"

TH

RE

SH

OLD

PR

OJE

CT

ION

FO

R3

6"

DO

OR

FRONT

PORCH

57'-3 14 "

51'-10 58 "

D

C

B

1'-4"

2'-8"

1'-4"

10'

FEB 1, 2019



FILE:Jones.dwg



R

SHEET #:

JONES RIGHT

CRAWL-HISTORIC B


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


D

8" BLOCK PIERFILLED SOLID

16"x8"FTG.

20"x8"FTG.

16"x8"FTG. 24"x8"

FTG.

SIDEPORCH

5'

4'

C

B

BRICK STEPS TOGRADE, 4' WIDE,BOLTS PER

SUPERVISOR (NOTSHOWN)

11'-7"

TO

C/L

OF

ST

EP

S

FRONTPORCH




1'-4"8"

8" BLOCK WALL

6'46'

24'

46' 6'

52'

A

57'-3 14 "

2'

2'

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

D

8X16 PIER (TYP),

DROPPED 2"

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

6

10'-3

1 2"

13'-81 2"

51'-10 58 "


12" BLOCK WALLPROVIDES 4"LEDGE FOR

PORCH

8" BLOCK WALL

BEHIND FACEBRICK

1'-8"

8" BLOCK

FTG.

WATERPROOFING

GRAVEL

1'X1'

NOT TO SCALE

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.


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

4.1. Pier footings to be 24" X 24" X 8" perNCRC 2018 Table R403.1(2).

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.


10'

FEB 1, 2019



FILE:Jones.dwg



R

SHEET #:

JONES RIGHTJOIST

H.W.

7E

XT

RA

BLO

CK

BLOCK

3'

TY

P.

1'-4"TYP.

1'-4"

8'

11'-4"TO CENTER OF BLOCKS

28'-1012"

31'-4"

24'

40'-1112"

16'-8"

3'

OU

TS

IDE

OF

BA

ND

JO

IST

EXAMPLE OF JOIST UNDER WALLTHAT RUNS PARALLEL WITH JOIST

NOTE TO PLUMBER:TOP OF JOIST MAY BE NOTCHED

112" MAX. FOR CLEARANCE OF TUB

DRAIN

10'-3

1 2"

13'-81 2"

OUTSIDE FACEOF BAND

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 noted3. Use pressure treated lumber adjacent to all

foundation 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.

10'

FEB 1, 2019



FILE:Jones.dwgFLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 1, 19


R

SHEET #:

FLOOR PLANJONES LEFT

8

1

D

E

H

G

CA

I

1

1

1

1

221

1 1 1

H H H

I

C

FUTD.W.

M.

3'-6" 10'-2"

3'-7"

3'-1"

3'-10"

2'-4"

4'-6" 6'-412" 21'-11"

4'

5'

11'-6"

9'-10"

3'-4"

9'-7"

24'

5'-5" 1'-4"

4'-4

1 2"

5'-2"

3'-51 2"5'-8

1 2"

2'-614"

CLEAR

3'-3"

11' 5'-014" 11'-21

2" 2'-2" 14'-13

4"

46' 6'

24'

6'

16'-1"TO CENTER OF WINDOW

52'

2'

7'-31 2"

3'

3'-6"

2'-6" 4'-117 8"

5'-1"

LVT

LVT

30'-6"TO CENTER OF PORCH

& EXTERIOR SIDE DOOR

2x6 WALL FRAMEDIN FRONT OF 2x4

WALL

A

3'-4"

1

3'-6"

11'-3"

H.W.

7'-8"

13'-2

1 2"

9'-10"

ELECTRICAL PANELLOCATION

CENTER LINE OFBOX BEAM (SETS INFROM PORCH

EDGE); GABLETRUSS SHALL BEARON POSTS ONLY

FRONT

3" PVC SUB-SLAB

VENTILATIONTEE-SUGGESTED

LOCATION

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,continuous, with 8d common nails spaced6" O.C. at edges and 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 (unless

otherwise 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.

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

Meets all egress and glazingrequirements per 2018 NC

RES BLDG Code

36" Exterior Metal Entry Door WindowsExterior Doors

(2) 2X6(2) 2X10

(1)

#1 or better gradeSouthern Pine lumber

Per 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


K



Windows/Doors

Per NCRC 2018 Table

R602.7(1)

Heated: 1104 SFUnheated: 164 SF (covered porches)

6X6 TREATED POSTW/ POST BASE, TYP,WRAPPED

(2) 2x10 #1 ORBETTER GRADESOUTHERN PINE

BEAM PER NCRC2018 TABLE 602.7(1)E.S. OF PORCH

(SETS IN FROMPORCH EDGE)

10'

FEB 1, 2019

CS

-WS

P

48"

CS

-WS

P

48" CS-WSP

48" CS-WSP

48"

CS

-WS

P4

8"

CS

-WS

P



48" CS-WSP

2'-5"

48"

CS

-WS

P





R

SHEET #:

JONES LEFTELEVATIONS-1 of 2

A LUM. CAP

FLA SHING

10"312

"34"

V INYLSHAKES

3/4"J -CHA NNEL

3/8"

CAULK

1X

10

B LOCKS

61

4"

16" O.C.

CAP

P LATE

1X6

COLUMN CAP

NOTE: CAULK AROUND

1X6 A T COLUMN CAP

O

SB

OSBO

SB

GA

BLE

TR

US

S

2X6 DEADWOOD

1

2" S O FFIT

B OX BEA M CROS S S ECTION

6X6 COLUMNA TTACHE D TO

B EA M THROUGHCOLUMN CAPWITH 3" S CREWS

COLUMN CA P ATTACHED

TO 6X 6 POST WITH 3"WOOD SCREWS

6X6 POST

COLUMN CAP DETAIL3

HANDRAIL/GUARD RAIL DETAIL4

NOTE: WOODEN HANDRAIL/GUARDRAIL AS REQUIRED, MUST MEET

CODE. SEE DETAIL THIS PAGE

FRONT ELEVATION1

SIDE ELEVATION2

9

1

2

8'-1 12"

0'-0"

8'-1 12"

0'-0"

2

1X

10

BLOCKS

614"

16" O.C.

CAPPLATE

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 1/2"

3/4"

ALUM. CAP

6X6 COL.ATTACHEDTO BEAMTHRU COL.

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

COL CAPATTACHED

TO 6X6POST W/ (4)3" SCREWS

11

25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER

716" OSB, 15# FELT (INSTALL PER

MANUFACTURERS WRITTEN

INSTRUCTIONS)

8'-1 12"

0'-0"MAIN FIN. FLOOR

8'-1 12"

0'-0"

12

5

VINYL SHAKES INSTALLED OVER 716"

OSB, HOUSE WRAP

VINYL PERFORATED SOFFIT @

EAVES

RIDGE VENT

2X6 SIDE PORCH ROOF EXTENSIONATTACHED TO ROOF TRUSSES,

BUILT IN FIELD, SEE DETAILSEE DETAIL 3, THIS PAGE (TYP)

1

TREATED 2X4 GUARDRAIL

2X TREATEDHANDRAIL

4X4 TREATEDPOST ANCH. TO

BRICK STEP W/ 12"

Ø EMBED.

ANCHOR BOLT

TREATED 2X2& 2X6 PICKETS,5" O.C. TYP

WRAPPED PORCH BEAM & PAINTED

WRAPPED COLUMN, BUILT IN FIELD

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

(INSTALL PER MANUFACTURERSWRITTEN INSTRUCTIONS)

SHINGLE RETURN ACROSS FRONTOF PORCH, SEE DETAIL

10'

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

FEB 1, 2019





R

SHEET #:

ELEVATIONS-2 of 2JONES 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

2X6 SIDE PORCH ROOF EXTENSIONATTACHED TO ROOF TRUSSES,BUILT IN FIELD, SEE DETAIL

REAR ELEVATION1

MAIN FIN. FLOOR

11


INSTALLED OVER WALLSHEATHING (INSTALL PER

MANUFACTURERS WRITTENINSTRUCTIONS)

SIDE ELEVATION2

10

1 1

8'-1 12"

0'-0"

8'-1 12"

0'-0"

11

10'

FEB 1, 2019





R

SHEET #:

SLAB-HISTORIC B

JONES LEFT

HEADERBLOCK


16"x8"FTG.

TOP OF SLAB


A B C

8" BLOCK

PORCH: 12" SLOPE


ROWLOCK

FACEBRICK

8" BLOCK

12" BLOCK

GRADE


FACE BRICK

CEM. BRICK

12" BLOCK 20"x8"FTG.

16"x8"FTG.

11

1. Dig continuous 16" wide footing under allfoundation walls; 8" minimum thickness, per

NCRC 2018 Table R403.1(1).2. All walls, including porches, must be inside

set 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.


equivalent, 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 for

termites when framing is complete.

SIDEPORCH

5'

4'

C

B




1'-8"

1'

6'46'

24'

46' 6'

52'

A57'-3

14"

BRICK STEPS TO GRADE, 4' WIDE, BOLTSPER SUPERVISOR (NOT SHOWN)8" BLOCK WALL BELOW GRADE;

4X8X16 CMU & CEMENT BRICK

BEHIND FACE BRICK

11'-7"

C/L

OF

40

" R

OW

LO

CK

FO

R 3

6"

DO

OR

24'-6"C/L OF 38" ROWLOCK

FOR 32" DOOR

BRICK STEPS TO

GRADE, 4' WIDE,BOLTS PERSUPERVISOR (NOTSHOWN)

11'-7"

TO

C/L

OF

ST

EP

S

ROWLOCK ON

PORCH EDGES

8" BLOCK WALLBEHIND FACEBRICK

12" BLOCK WALLPROVIDES 4"LEDGE FOR

PORCH

FRONTPORCH

51'-1058"

1'-8"

10'

FEB 1, 2019

12SLAB-MONOLITHIC

57'-314"


1A B C D

TOP OF MONO SLABPORCH: 1

2" SLOPE

TOP OF SHEDSLAB, IF

APPLICABLE

HOUSE LENGTH

BRICK/STONEVENEER (OPT)

PORCHDEPTH


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


3. See plan for thickened slab/load bearinginterior 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.


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

termites when framing is complete.





R

SHEET #:

JONES LEFT

46' 6'

52'

24'

24'-6"TO C/L OF 40"

THRESHOLD PROJECTION FOR36" DOOR

11'-7"

TO

C/L

OF

40"

TH

RE

SH

OLD

PR

OJE

CT

ION

FO

R3

6"

DO

OR

16" SQUARE BRICKCOLUMNS

ABOVE PORCH SLAB=3812"

TO TOP OF CAP=43"CENTER J-BOLT, PROJECT7" ABOVE TOP COURSE OFBRICK

FRONTPORCH

51'-1058"

D

C

B

10'

FEB 1, 2019





R

SHEET #:

CRAWL-HISTORIC B

JONES LEFT

8" BLOCK

FTG.

WATERPROOFING

GRAVEL

1'X1'

NOT TO SCALE


CENTER BEAM

A B C

8" PIERFILLEDSOLID

PORCH: 12" SLOPE


ROWLOCK

FACEBRICK

8" BLOCK

12" BLOCK

GRADECEM. BRICK

4" SOLIDBLOCK

12" BLOCK

JUMBOBRICK


D

8" BLOCK PIERFILLED SOLID

16"x8"FTG.

20"x8"FTG.

16"x8"FTG. 24"x8"

FTG.

13

SIDEPORCH

5'

4'

C

B

BRICK STEPS TOGRADE, 4' WIDE,

BOLTS PERSUPERVISOR (NOTSHOWN)

11'-7"

TO

C/L

OF

ST

EP

S

FRONTPORCH




1'-4"

8"

8" BLOCK WALL

6'46'

24'

46' 6'

52'

A

2'

2'

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

D

8X16 PIER (TYP),DROPPED 2"

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

10'-3

1 2"

13'-81 2"


12" BLOCK WALLPROVIDES 4"LEDGE FORPORCH

8" BLOCK WALL

BEHIND FACEBRICK

57'-314"

51'-1058"

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.


4. Dig continuous 16" wide footing under allfoundation walls; 8" minimum thickness, per

NCRC 2018 Table R403.1(1).4.1. Pier footings to be 24" X 24" X 8" per

NCRC 2018 Table R403.1(2).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; finishedgrade to determine access location, see SitePrep. Supervisor.


1'-8"

10'

FEB 1, 2019





R

SHEET #:

JOISTJONES LEFT

14

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 noted3. Use pressure treated lumber adjacent to all

foundation 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.

H.W.

EX

TR

A

BLO

CK

BLOCK

3'

TY

P.

1'-4"TYP.

1'-4"

8'

11'-4"

TO CENTER OF BLOCKS

28'-1012"

31'-4"

24'

40'-1112"

16'-8"

3'

OU

TS

IDE

OF

BA

ND

JO

IST

EXAMPLE OF JOIST UNDER WALL

THAT RUNS PARALLEL WITH JOIST

NOTE TO PLUMBER:TOP OF JOIST MAY BE NOTCHED

112" MAX. FOR CLEARANCE OF TUB

DRAIN

10'-3

1 2"

13'-81 2"

OUTSIDE FACEOF BAND

10'

FEB 1, 2019



FILE:WALL SECTIONS 2018.dwg

FLOOR PLAN: DWG DATE:



R

SHEET #:

FEB 1, 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"


METAL DRIP EDGE

ENGINEERING ROOF

TRUSSES INSTALLED

24" O.C., HURRICANE

CLIPS

R-38 BLOWNINSULATION

OSB INSULATION

BAFFLE BOARD

METAL CLAD 2X6

FASCIA


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


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



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



R

SHEET #:


MONO SLAB


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



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


SIDING

ENGINEERING ROOF

TRUSSES INSTALLED

24" O.C., HURRICANE

CLIPS


A CERTAINTEED

INSTALLED OVER 716"


METAL DRIP EDGE

R-38 BLOWN

INSULATION

OSB INSULATION

BAFFLE BOARD

METAL CLAD 2X6

FASCIA

SOLID SOFFIT INSTALLED@ SIDE PORCH




TOP OF SLABVA

RIE

S

25 YR. SHINGLECLASS A

CERTAINTEED

INSTALLED OVER 716"


METAL DRIP EDGE

ENGINEERING ROOFTRUSSES INSTALLED

24" O.C., HURRICANE

CLIPS

R-38 BLOWN

INSULATION

OSB INSULATION

BAFFLE BOARD

METAL CLAD 2X6

FASCIA


4" FIBER REINFORCED

CONCRETE SLAB ON 6

MIL POLY VB ON

SELECT BACKFILL

NOTE: NONLOAD-BEARING WALLS

@ FRONT OF HOUSE


STRONG-TIE MAB23

MUD SILL ANC'R, 32"

O.C., 15" MIN EMBED


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






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


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



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



FILE:WALL SECTIONS 2018.dwg



R

SHEET #:



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.


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


2X10 FLOOR JOIST

(TYP)

2X6 TREATED MUD SILL

2X10 BAND JOIST

34" SUB FLOOR

GABLE ROOF



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


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)


24" O.C., HURRICANE

CLIPS


A CERTAINTEED

INSTALLED OVER 716"


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


FLOOR SYSTEM:

(SEE JOIST LAYOUT

FOR DETAILS)

FTG. FTG.

1'-4"

GRADE SLOPE

TREATED BAND ADJTO SIDE PORCH



FTG.

FTG.

12" Ø THREADED RODANCHOR, 7" MIN

EMBED PER CODE

PERF VINYL SOFFIT@ EAVES;

EXCEPTION: WHEN


SEPARATIONDISTANCE, FOLLOW

2018 NCRC SECTIONR302.1.1

2X4 EXT WALL W/ 12"

RIGID INSUL BOARD

(R-3) W/ TAPED


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



SEAMS (WEATHER

RESISTANT BARRIER)



PERF VINYL SOFFIT @EAVES; EXCEPTION:

WHEN SOFFIT HAS LESS

THAN A 10' FIRESEPARATION DISTANCE,

FOLLOW 2018 NCRCSECTION R302.1.1



FOR BEAM SIZE

R-19 BATT

INSULATION BTWNFLOOR JOISTS


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

jones construction set (2018)

Documents