joshua construction set (2018)file:joshua.dwg floor plan: dwg date: sheet title: plot date: jan. 11,...
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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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/1.jpg)
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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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/3.jpg)
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
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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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/5.jpg)
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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/6.jpg)
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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/7.jpg)
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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/8.jpg)
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 ¢er 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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/9.jpg)
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
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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
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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
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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
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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
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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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/15.jpg)
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 ¢er 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
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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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/17.jpg)
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](https://reader034.vdocuments.net/reader034/viewer/2022050100/5f3fe0c2644e68735d2831bc/html5/thumbnails/18.jpg)
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