Dupont (90) Construction Set...dupont_90 right 10' front elevation 1 side elevation 2 1 1 1 8'-1 1...
Transcript of Dupont (90) Construction Set...dupont_90 right 10' front elevation 1 side elevation 2 1 1 1 8'-1 1...
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwg
FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
FLOOR PLAN
1. All dimensions to exterior face of sheathing @exterior walls.
2. All wall studs are 2X4 unless otherwise noted.3. Bracing Method: CS-WSP (Continuous
Sheathing-Wood Structural Panel)
4. 12' rigid insulation shall be used aswater-resistive barrier per ESR-2142 Sect. 4.3.
All seams and joints to be taped with 278"
construction tape.5. Face of sheathing @ exterior walls to align with
face of masonry below.6. All window locations to be determined on site
unless otherwise dimensioned.7. All windows and doors to be covered by
porches and flashed.8. All windows and doors shall have an overall
U-Factor of .35 or less, and a SHGC of .30 orless.
9. Water resistant flooring shall be used inkitchen, bathroom(s), and laundry areas AND
w/in 3 feet of all exterior doors.10. Clothes dryer shall be exhausted directly to
outdoors.11. HVAC Return is shown for crawl location
ONLY. Attic return is above hall ceiling.
12. Trusses shall have a raised heel to ensure fullinstulation value and 12" overhangs.
13. Light gray -OR- light brown shingles to be used
on roof.14. Any building face within 10' of property line
requires protection behind aluminum & vinylsoffits per NCRC 2012 Section R703.11.3.
15. TERMITE TREATMENT: BORATE treatmentof all framing within 3' of foundation.
16. Insulation shall be installed per manf'rs specswith no substantial gaps, voids, compressions,or wind intrusion. Insulation and air barriershall be in physical contact with each other.
17. Provide min. of 20' X 10' concrete driveway
AND 4' sidewalk to front door.
18. Seal external cracks, joints, etc. aroundwindows and doors with caulking and installpest proof screens.
19. Water heater to be located in designatedcloset as shown; drain and drain pan shall beinstalled; drain shall lead directly to outdoors.
20. Drain and drain pan -OR- single throw supplyvalve shall be installed for clothes washer.
1
1. 2'-8"X4'-4"2. 2'-8" X 3'0"
Meets all egress and glazingrequirements per 2012 NC
RES BLDG Code
36" Exterior Metal Entry Door WindowsExterior Doors
(2) 2X4(2) 2X4
Windows/Doors (1)
Per NCRC 2012 Table
R502.5(3)
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
DUPONT_90 RIGHT
10'
WASHDRYER
Heated: 1288 SF
Unheated: 164 SF (covered porches)
1
E
F
H
G
C
KI
HH
H H
1
1
1
1
111
221
C
C
G
G
11'-412" 8' 25'-41
2" 4'
5'
46'
11'-8"
3'-4"
11'-9"
9'-712" 2' 9'-81
2" 10'-512" 12'-41
2"
3'-11"
3'-11"
3'-4"
4'-114" 2'-11
4"
3'-4"
2'-1"
9'-4
1 2"
5'-912" 1'-4"
2'-812"
101 2"
5'-0
1 4"
5'-0
1 4"
3'-0
1 2"
2'-112"5'-8"2'-8"
28'
8'-43 4
"
28'
4'-1"
VINYL
RET. AIR; SEENOTE 11
2'-614
"
CLEAR3'-3"
FUT.D.W.
3" PVC SUB SLAB VENTILATIONTEE-SUGGESTED LOCATION
H.W.
A
26'
6'
34'
1 1
A
20'-212"
PROPOSED ELECTRICAL
PANEL LOCATION
10'-4"
11'-4"
8'-2"
2'-6"
2'-6"
6'-8"
3'-6"
19'-8"
(2) 2X10 BEAM E.S. OFPORCH (SETS INFROM PORCH EDGE)
6X6 TREATED POSTWITH POST BASE, TYP
CENTER LINE OF BOX BEAM(SETS IN FROM PORCH EDGE);GABLE TRUSS SHALL BEAR ONPOSTS ONLY
8"13'-4" 8"
8"
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwg
FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
ELEVATIONS-1 of 2
COLUMN CAP DETAIL3
HANDRAIL/GUARD RAIL DETAIL4
2
1. Shall comply with NCRC 2012 Edition Section(s) R311 and R3122. "Historic B" Foundation ONLY: Brick foundation on front of house/porch ONLY (See foundation plan for details)
DUPONT_90 RIGHT
10'
FRONT ELEVATION1
SIDE ELEVATION2
11 1
8'-1 12"
0'-0"
8'-1 12"
0'-0"
12
5
1 1
VINYL BOARD ANDBATTEN SIDING
INSTALLED OVER 716"
OSB, HOUSE WRAP
VINYL LAP SIDING W/ TRIM(TYP) INSTALLED OVER
WALL SHEATHING (INSTALLPER MANUFACTURERS
WRITTEN INSTRUCTIONS)
25 YR FIBERGLASS
SHINGLE CLASS ACERTAINTEED INSTALLED
OVER 716" OSB, 15# FELT(INSTALLED PER
MANUFACTURERSWRITTEN INSTRUCTIONS)
RIDGE VENT
WRAPPED PORCH BEAM& PAINTED
PRESSURE TREATED6X6, WRAPPED ANDPAINTED
NOTE: WOODEN HANDRAIL/GUARD RAIL AS REQUIRED, MUST MEET CODE.SEE DETAIL THIS PAGE
SEE DETAIL 3, THISPAGE (TYP)
1X
10
BLOCKS
614"
16" O.C.
CAPPLATE
1X6
COLUMN CAP
NOTE:CAULK
AROUND1X6 AT
COLUMN
OS
B
O
SBO
SB
GA
BLE
TR
US
S
2X6 DEADWOOD
12" SOFFIT
6X6 POST
38"
34"
J-CHANNEL
VINYLSHAKES
3 1/2"
3/4"
6X6 COL.ATTACHEDTO BEAM
THRU COL.CAP W/ (2)
3" SCREWSE.S. OFPOST
COL CAPATTACHEDTO 6X6
POST W/ (4)3" SCREWS VINYL PERFORATED SOFFIT
@ EAVES
SIDE ELEVATION2
1 1
8'-1 12"
0'-0" MAIN FIN. FLOOR
8'-1 12"
0'-0"
12
5 2X6 PORCH ROOF EXTENSION
ATTACHED TO ROOF TRUSSES,BUILT IN FIELD. SEE ENGINEEREDDOCUMENTS
1
25 YR. FIBERGLASS SINGLE CLASS
A CERTAINTEED INSTALLED OVER7
16" OSB, 15# FELT (INSTALL PERMANUFACTURERS WRITTEN
INSTRUCTIONS)
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
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwgFLOOR PLAN: DWG DATE:
SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
ELEVATIONS-2 of 2
3
SIDE ELEVATION1
25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER
716" OSB, 15# FELT (INSTALL PER
MANUFACTURERS WRITTENINSTRUCTIONS)
8'-1 12"
0'-0"
RIDGE VENT
2X6 SIDE PORCH ROOF EXTENSIONATTACHED TO ROOF TRUSSES,
BUILT IN FIELD. SEE ENGINEERED
DOCUMENTS
MAIN FIN. FLOOR
VINYL LAP SIDING W/ TRIM (TYP)
INSTALLED OVER WALLSHEATHING (INSTALL PER
MANUFACTURERS WRITTENINSTRUCTIONS)
10'REAR ELEVATION
2
1
2
8'-1 12"
0'-0"
8'-1 12"
0'-0"
2
DUPONT_90 RIGHT
8'-1 12"
0'-0"MAIN FIN. FLOOR
8'-1 12"
0'-0"
12
5
1 1
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwg
FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
1. Keep foundation walls at least 12" tall to keepwood members off the ground.
2. Dig continuous footing under all foundationwalls; 8" minimum thickness.
3. All walls, including porches, must be insideset back lines.
4. No interior load bearing walls or point loads.All trusses bear on exterior walls. (
)5. Top of rowlock on porch to be approx. 4"
lower than top of house slab.6. 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.
7. Locate within 12" of eachcorner, both sides of exterior doors, and every6'-0" O.C. See Habitat "Cut Sheet" for splicelocations. Locate anchors within 12" eachside of splice.
8. Termite Treatment: Structure to be termitetreated with BORATE when framing iscomplete.
CEM.
BRICKHOUSE LENGTH
PORCHDEPTH
FTG. FTG. FTG.
TOP OF SLABFACE
BRICK
COMPACTED FILL TO SLAB
A B C
4" BLOCK
8" BLOCK
PORCH: 12" SLOPE
COMPACTEDFILL TO SLAB
ROWLOCK
FACEBRICK
8" BLOCK
12" BLOCK
GRADE
FACE BRICK
CEM. BRICK
12" BLOCK
NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTSSLAB-HISTORIC A
4DUPONT_90 RIGHT
10'
A
46'
28'
53'-10 14 "
BACK
PORCH
FACE BRICK, TOPCOURSE
5'
4'
ROWLOCK ONPORCH EDGES
13'-412"
TO C/L OF SIDE PORCH
8" BLOCK WALL BELOW GRADE;4X8X16 CMU & CEMENT BRICK
BEHIND FACE BRICK
13'-412"
C/L OF 40" ROWLOCKFOR 36" DOOR
BRICK STEPS TO GRADE, 4' WIDE, BOLTSPER SUPERVISOR (NOT SHOWN)
CEMENT BRICK ON TOPOF BLOCK FORMSLEDGE FOR SLAB
8"
1'-4"
C
13'TO C/L OF STEPS
ROWLOCK ON
PORCH EDGES
8" BLOCK WALLBEHIND FACE
BRICK
12" BLOCK WALLPROVIDES 4"
LEDGE FORPORCH
FRONT PORCH
B
4" LIP FOR PORCH
6'
26'
10'-9"C/L OF 40" ROWLOCK
FOR 36" DOOR
BRICK STEPS TO GRADE, 4'WIDE, BOLTS PER
SUPERVISOR (NOT SHOWN)
13'-4" 6'-8"
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwg
FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
1. Keep foundation walls at least 12" tall to keepwood members off the ground.
2. Dig continuous footing under all foundationwalls; 8" minimum thickness.
3. All walls, including porches, must be insideset back lines.
4. No interior load bearing walls or point loads.All trusses bear on exterior walls. (
)5. Top of rowlock on porch to be approx. 4"
lower than top of house slab.6. 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.
7. Locate within 12"of each corner, both sides of exterior doors,and a min. of every 32". See Habitat "CutSheet" for splice locations. Locate strapswithin 12" each side of splice. Must Meet
Code.
8. Front wall ONLY: Face brick w/ ladder type
joint reinforcement; 12" Ø threaded rod anchors,
12" from corners; 6'-0" O.C.; 15" min.embedment.
9. Termite Treatment: Structure to be termitetreated with BORATE when framing iscomplete.
HEADERBLOCK
HOUSE LENGTHPORCHDEPTH
FTG. FTG. FTG.
TOP OF SLAB
COMPACTED FILL TO SLAB
A B C
8" BLOCK
PORCH: 12" SLOPE
COMPACTED
FILL 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
SLAB-HISTORIC B
5DUPONT_90 RIGHT
10'
46'
28'
BACK
PORCH
5'
4'
ROWLOCK ONPORCH EDGES
13'-412"
TO C/L OF SIDE PORCH
BRICK STEPS TO GRADE, 4' WIDE, BOLTSPER SUPERVISOR (NOT SHOWN)
8"
1'-4"
C
13'TO C/L OF STEPS
ROWLOCK ON
PORCH EDGES
8" BLOCK WALLBEHIND FACE
BRICK
12" BLOCK WALL PROVIDES4" LEDGE FOR PORCH
FRONT PORCH
B
4" LIP FOR PORCH
6'
26'
8" BLOCK WALL BELOW GRADE;HOLLOW HEADER BLOCK, TOP
COURSE, TYP
4'-1"C/L OF 40" ROWLOCK
FOR 36" DOOR
13'-412"
C/L OF 40" ROWLOCKFOR 36" DOOR
BRICK STEPS TO GRADE, 4'WIDE, BOLTS PER
SUPERVISOR (NOT SHOWN)
53'-10 14 "
6'-8"13'-4"
A
12" Ø THREADEDROD ANCHOR
FOOTING
FACE BRICK W/LADDER TYPEJOINT
REINFORCEMENTHOUSE SLAB
PORCH SLAB
FRONT WALL FOUNDATION DTL.1
NOT TO SCALE
FEB 26, 2016
NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS
1A B C D
TOP OF MONO SLABPORCH: 1
2" SLOPE
TOP OF SHEDSLAB
HOUSE LENGTH
BRICK/STONEVENEER (OPT)
PORCHDEPTH
COMPACTED FILL TO SLAB
GRADE
1
E
TOP OF MONO SLAB
10"
4"
REBARCOMPACTFILL
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. Dig continuous footing under all foundationwalls; 8" minimum thickness, with (2) #4rebars, continuous, on supports, @ 4'-0" O.C.
max.2. All walls, including porches, must be inside
set 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. Locate within 12"of each corner, both sides of exterior doors,
and a minimum of every 32". See Habitatplans for splice locations. Locate straps within12" each side of splice.
7. Termite Treatment: Structure to be termitetreated with BORATE when framing iscomplete.
6SLAB-MONOLITHIC
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwg
FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
DUPONT_90 RIGHT
10'
28'53'-10 1
4 "
13'-412"
C/L OF 40" THRESHOLDPROJECTION
FOR 36" DOOR
10'-9"C/L OF 40" THRESHOLD
PROJECTIONFOR 36" DOOR
26'
6'
13'-4"
B
C
D
1'-4"
46'
5'
4'
6'-8"
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwg
FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
1. Maintain minimum floor joist clearance of 18"to grade and minimum dropped girderclearance of 12" to grade.
2. Dig continuous footing under all foundationwalls; 8" minimum thickness.
3. All walls, including porches, must be insideset back lines.
4. No interior load bearing walls or point loads.All trusses bear on exterior walls. (
).5. Poured porches-porch floor foundation will be
two (2) brick courses plus a rowlock higher
than house foundation.6. Sill anchors/anchor bolt installation-6'-0" O.C.
& within 12" of corners, then doubled every12'.
7. Front wall ONLY: Face brick w/ 8" CMU
filled solid; 12" Ø rod anchors, 12" from corners;6'-0" O.C.; 15" min. embedment.
8. Foundation vents within 3' of corners.
9. Crawl space door-see Site Prep Supervisorfor location.
10. Termite Treatment: Structure to be termitetreated with BORATE when framing iscomplete ( ).
8" BLOCK
FTG.
WATERPROOFING
GRAVEL
1'X1'
NOT TO SCALE
HOUSE LENGTHPORCHDEPTH
FTG.FTG. FTG.
CENTER BEAM
A B C
8" PIERFILLEDSOLID
PORCH: 12" SLOPE
COMPACTEDFILL TO SLAB
ROWLOCK
FACEBRICK
8" BLOCK
12" BLOCK
GRADE
CEM. BRICK
4" SOLIDBLOCK
12" BLOCK
JUMBO
BRICK
NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS
FTG.
D
8" BLOCK PIER
FILLED SOLID
CRAWL-HISTORIC B
7DUPONT_90 RIGHT
10'
C
13'TO C/L OF STEPS
ROWLOCK ONPORCH EDGES
8" BLOCK WALLBEHIND FACE BRICK
12" BLOCK WALL PROVIDES 4"
LEDGE FOR PORCH
FRONT PORCH
B
53'-10 14 "
6'-10" 6'-10" 6'-10" 6'-10" 6'-10"
12'-31 2"
2'
2'
**NOTE: PIER FOOTINGS CAN BE DUG AS SINGLE 20" TRENCH
MINIMUM PIER FOOTING THICKNESS: 8"
4" LIP FOR PORCH
8X16 PIER (TYP),DROPPED 2"
BACK
PORCH
13'-412"
TO C/L OF SIDE PORCH5'
4'
ROWLOCK ONPORCH EDGES8" BLOCK WALL (TYP)
1'-4"
D
28'
15'-8
1 2"
6'
26'
8"
13'-4"
46'
BRICK STEPS TO GRADE, 4'
WIDE, BOLTS PERSUPERVISOR (NOT SHOWN)
A
6'-8"
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwg
FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
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
•••• "Historic B"
•• 2X10 floor joists--top edges flush withgirders & band joists;
; double 2X12 girders; 2X10 band joists
JOIST
8DUPONT_90 RIGHT
10'
WASHDRYER
25'-10"
13'
1'-4"TYP.
12'-414"
1'-8"
CLE
AR
1'-4"
SET THIS DBLJOIST TO INSIDE TO
CATCH WALL
DOUBLE 2X10 HEADER
33'
EXAMPLE OF JOIST UNDER WALLTHAT RUNS PARALLEL WITH JOIST
OUTSIDE FACE OF BAND
H.W.
OUTSIDE FACE OF BAND
11"
11"1'-4"TYP
EX
TR
A
DO
UB
LE
DO
UB
LE
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwgFLOOR PLAN: DWG DATE:
SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
9
1. All dimensions to exterior face of sheathing @exterior walls.
2. All wall studs are 2X4 unless otherwise noted.3. Bracing Method: CS-WSP (Continuous
Sheathing-Wood Structural Panel)
4. 12' rigid insulation shall be used aswater-resistive barrier per ESR-2142 Sect. 4.3.
All seams and joints to be taped with 278"
construction tape.5. Face of sheathing @ exterior walls to align with
face of masonry below.6. All window locations to be determined on site
unless otherwise dimensioned.7. All windows and doors to be covered by
porches and flashed.8. All windows and doors shall have an overall
U-Factor of .35 or less, and a SHGC of .30 orless.
9. Water resistant flooring shall be used inkitchen, bathroom(s), and laundry areas AND
w/in 3 feet of all exterior doors.10. Clothes dryer shall be exhausted directly to
outdoors.11. HVAC Return is shown for crawl location
ONLY. Attic return is above hall ceiling.12. Trusses shall have a raised heel to ensure full
instulation value and 12" overhangs.13. Light gray -OR- light brown shingles to be used
on roof.14. Any building face within 10' of property line
requires protection behind aluminum & vinylsoffits per NCRC 2012 Section R703.11.3.
15. TERMITE TREATMENT: BORATE treatmentof all framing within 3' of foundation.
16. Insulation shall be installed per manf'rs specswith no substantial gaps, voids, compressions,or wind intrusion. Insulation and air barriershall be in physical contact with each other.
17. Provide min. of 20' X 10' concrete driveway
AND 4' sidewalk to front door.
18. Seal external cracks, joints, etc. aroundwindows and doors with caulking and installpest proof screens.
19. Water heater to be located in designatedcloset as shown; drain and drain pan shall beinstalled; drain shall lead directly to outdoors.
20. Drain and drain pan -OR- single throw supplyvalve shall be installed for clothes washer.
FLOOR PLAN
1. 2'-8"X4'-4"2. 2'-8" X 3'0"
Meets all egress and glazing
requirements per 2012 NCRES BLDG Code
36" Exterior Metal Entry Door WindowsExterior Doors
(2) 2X4(2) 2X4
Windows/Doors (1)
Per NCRC 2012 TableR502.5(3)
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
DUPONT_90 LEFT
10'
Heated: 1288 SFUnheated: 164 SF (covered porches)
1
E
F
H
G
C
KI
H H
HH
1
1
1
1
1 1 1
2 2 1
C
C
G
G
11'-412"8'25'-41
2"4'
5'
46'
11'-8"
3'-4"
11'-9"
9'-712"2'9'-81
2"10'-51
2"12'-41
2"
3'-11"
3'-11"
3'-4"
4'-114"2'-1
14"
3'-4"
2'-1"
9'-4
1 2"
5'-912"1'-4"
2'-812"
101 2"
5'-0
1 4"
5'-0
1 4"
3'-0
1 2"
2'-112" 5'-8" 2'-8"
28'
8'-43 4
"
28'
4'-1"
VINYL
RET. AIR; SEENOTE 11
2'-614"
CLEAR3'-3"
FUT.D.W.
A
26'
34'
11
A
20'-212"
PROPOSED ELECTRICAL
PANEL LOCATION
10'-4"
11'-4"
2'-6"
2'-6"
6'-8"
3'-6"
19'-8"
8'-2"
(2) 2X10 BEAM E.S. OF
PORCH (SETS INFROM PORCH EDGE)
6X6 TREATED POSTWITH POST BASE, TYP
CENTER LINE OF BOX BEAM(SETS IN FROM PORCH EDGE);
GABLE TRUSS SHALL BEAR ONPOSTS ONLY
DRYERWASH H.W.
8" 8"
8"
6'
3" PVC SUB SLAB VENTILATIONTEE-SUGGESTED LOCATION
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwgFLOOR PLAN: DWG DATE:
SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
ELEVATIONS-1 of 2
COLUMN CAP DETAIL3
HANDRAIL/GUARD RAIL DETAIL4
10
1. Shall comply with NCRC 2012 Edition Section(s) R311 and R312
2. "Historic B" Foundation ONLY: Brick foundation on front of house/porch ONLY (See foundation plan for details)
DUPONT_90 LEFT
10'
FRONT ELEVATION1
SIDE ELEVATION2
1X
10
BLOCKS
614"
16" O.C.
CAPPLATE
1X6
COLUMN CAP
NOTE:CAULK
AROUND1X6 AT
COLUMN
OSB
O
SBO
SB
GA
BLE
TR
US
S
2X6 DEADWOOD
12" SOFFIT
6X6 POST
38"
34"
J-CHANNEL
VINYLSHAKES
3 1/2"
3/4"
6X6 COL.ATTACHEDTO BEAM
THRU COL.CAP W/ (2)3" SCREWSE.S. OF
POST
COL CAPATTACHEDTO 6X6
POST W/ (4)3" SCREWS
1 11
8'-1 12"
0'-0"
8'-1 12"
0'-0"
12
5
11
VINYL BOARD ANDBATTEN SIDING
INSTALLED OVER 716"
OSB, HOUSE WRAP
VINYL LAP SIDING W/ TRIM(TYP) INSTALLED OVER
WALL SHEATHING (INSTALLPER MANUFACTURERSWRITTEN INSTRUCTIONS)
25 YR FIBERGLASS
SHINGLE CLASS ACERTAINTEED INSTALLED
OVER 716" OSB, 15# FELT
(INSTALLED PER
MANUFACTURERSWRITTEN INSTRUCTIONS)
RIDGE VENT
WRAPPED PORCHBEAM & PAINTED
PRESSURE TREATED6X6, WRAPPED AND
PAINTED
NOTE: WOODEN HANDRAIL/GUARD RAIL AS REQUIRED, MUST MEET CODE.
SEE DETAIL THIS PAGE
SEE DETAIL 3, THISPAGE (TYP)
VINYL PERFORATED SOFFIT@ EAVES
11
8'-1 12"
0'-0"MAIN FIN. FLOOR
8'-1 12"
0'-0"
12
52X6 PORCH ROOF EXTENSIONATTACHED TO ROOF TRUSSES,
BUILT IN FIELD. SEE ENGINEERED
DOCUMENTS
1
25 YR. FIBERGLASS SINGLE CLASS
A CERTAINTEED INSTALLED OVER7
16" OSB, 15# FELT (INSTALL PERMANUFACTURERS WRITTENINSTRUCTIONS)
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
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwgFLOOR PLAN: DWG DATE:
SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
ELEVATIONS-2 of 2
11
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"
VINYL PERFORATED SOFFIT @
EAVES
RIDGE VENT
2X6 SIDE PORCH ROOF EXTENSIONATTACHED TO ROOF TRUSSES,BUILT IN FIELD. SEE ENGINEEREDDOCUMENTS
MAIN FIN. FLOOR
VINYL LAP SIDING W/ TRIM (TYP)
INSTALLED OVER WALLSHEATHING (INSTALL PERMANUFACTURERS WRITTEN
INSTRUCTIONS)
SIDE ELEVATION1
10'REAR ELEVATION
1
2
8'-1 12"
0'-0"
8'-1 12"
0'-0"
2
2
DUPONT_90 LEFT
12
5
11
FEB 26, 2016
1. Keep foundation walls at least 12" tall to keepwood members off the ground.
2. Dig continuous footing under all foundationwalls; 8" minimum thickness.
3. All walls, including porches, must be insideset back lines.
4. No interior load bearing walls or point loads.All trusses bear on exterior walls. (
)5. Top of rowlock on porch to be approx. 4"
lower than top of house slab.6. 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.
7. Locate within 12" of eachcorner, both sides of exterior doors, and every6'-0" O.C. See Habitat "Cut Sheet" for splicelocations. Locate anchors within 12" eachside of splice.
8. Termite Treatment: Structure to be termitetreated with BORATE when framing iscomplete.
CEM.BRICK
HOUSE LENGTHPORCHDEPTH
FTG. FTG. FTG.
TOP OF SLABFACE
BRICK
COMPACTED FILL TO SLAB
A B C
4" BLOCK
8" BLOCK
PORCH: 12" SLOPE
COMPACTEDFILL TO SLAB
ROWLOCK
FACE
BRICK
8" BLOCK
12" BLOCK
GRADE
FACE BRICK
CEM. BRICK
12" BLOCK
NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwgFLOOR PLAN: DWG DATE:
SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
SLAB-HISTORIC A
12DUPONT_90 LEFT
10'
46'
28'
53'-1014"
BACK
PORCH
FACE BRICK, TOPCOURSE
5'
4'
ROWLOCK ONPORCH EDGES
13'-412"
TO C/L OF SIDE PORCH
8" BLOCK WALL BELOW GRADE;4X8X16 CMU & CEMENT BRICKBEHIND FACE BRICK
13'-412"
C/L OF 40" ROWLOCKFOR 36" DOOR
BRICK STEPS TO GRADE, 4' WIDE, BOLTSPER SUPERVISOR (NOT SHOWN)
CEMENT BRICK ON TOP
OF BLOCK FORMSLEDGE FOR SLAB
8"
1'-4"
C
13'
TO C/L OF STEPS
ROWLOCK ONPORCH EDGES
8" BLOCK WALLBEHIND FACE
BRICK
12" BLOCK WALLPROVIDES 4"LEDGE FORPORCH
FRONT PORCH
B
4" LIP FOR PORCH
6'
26'
10'-9"C/L OF 40" ROWLOCK
FOR 36" DOOR
BRICK STEPS TO GRADE, 4'WIDE, BOLTS PERSUPERVISOR (NOT SHOWN)
13'-4"6'-8"
A
FEB 26, 2016
HEADERBLOCK
HOUSE LENGTHPORCHDEPTH
FTG. FTG. 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
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwgFLOOR PLAN: DWG DATE:
SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
SLAB-HISTORIC B
13
1. Keep foundation walls at least 12" tall to keepwood members off the ground.
2. Dig continuous footing under all foundationwalls; 8" minimum thickness.
3. All walls, including porches, must be insideset back lines.
4. No interior load bearing walls or point loads.All trusses bear on exterior walls. (
)5. Top of rowlock on porch to be approx. 4"
lower than top of house slab.6. 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.
7. Locate within 12"of each corner, both sides of exterior doors,and a min. of every 32". See Habitat "CutSheet" for splice locations. Locate strapswithin 12" each side of splice. Must Meet
Code.
8. Front wall ONLY: Face brick w/ ladder type
joint reinforcement; 12" Ø threaded rod anchors,
12" from corners; 6'-0" O.C.; 15" min.embedment.
9. Termite Treatment: Structure to be termitetreated with BORATE when framing iscomplete.
DUPONT_90 LEFT
10'
A
46'
28'
BACK
PORCH
5'
4'
ROWLOCK ONPORCH EDGES
13'-412"
TO C/L OF SIDE PORCH
BRICK STEPS TO GRADE, 4' WIDE, BOLTSPER SUPERVISOR (NOT SHOWN)
8"
1'-4"
C
13'
TO C/L OF STEPS
ROWLOCK ONPORCH EDGES
8" BLOCK WALLBEHIND FACE
BRICK
12" BLOCK WALL PROVIDES4" LEDGE FOR PORCH
FRONT PORCH
B
4" LIP FOR PORCH
6'
26'
8" BLOCK WALL BELOW GRADE;HOLLOW HEADER BLOCK, TOPCOURSE, TYP
4'-1"C/L OF 40" ROWLOCK
FOR 36" DOOR
13'-412"
C/L OF 40" ROWLOCKFOR 36" DOOR
BRICK STEPS TO GRADE, 4'WIDE, BOLTS PER
SUPERVISOR (NOT SHOWN)
53'-1014"
6'-8" 13'-4"
12" Ø THREADEDROD ANCHOR
FOOTING
FACE BRICK W/LADDER TYPEJOINT
REINFORCEMENTHOUSE SLAB
PORCH SLAB
FRONT WALL FOUNDATION DTL.1
NOT TO SCALE
FEB 26, 2016
NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS
1A B C D
TOP OF MONO SLABPORCH: 1
2" SLOPE
TOP OF SHEDSLAB
HOUSE LENGTH
BRICK/STONEVENEER (OPT)
PORCHDEPTH
COMPACTED FILL TO SLAB
GRADE
1
E
TOP OF MONO SLAB
10"
4"
REBARCOMPACTFILL
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. Dig continuous footing under all foundationwalls; 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, 10
mil. vapor barrier with min. 4" washed stone orequiv recycled concrete over compacted fill,R-5 rigid insulation.
6. Locate within 12"of each corner, both sides of exterior doors,
and a minimum of every 32". See Habitatplans for splice locations. Locate straps within12" each side of splice.
7. Termite Treatment: Structure to be termite
treated with BORATE when framing iscomplete.
SLAB-MONOLITHIC
14HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwgFLOOR PLAN: DWG DATE:
SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
DUPONT_90 LEFT
10'
28'
53'-1014"
13'-412"
C/L OF 40" THRESHOLDPROJECTION
FOR 36" DOOR
10'-9"C/L OF 40" THRESHOLD
PROJECTIONFOR 36" DOOR
26'
6'
13'-4"
B
C
D
1'-4"
46'
5'
4'
6'-8"
FEB 26, 2016
HOUSE LENGTHPORCHDEPTH
FTG.FTG. FTG.
CENTER BEAM
A B C
8" PIERFILLEDSOLID
PORCH: 12" SLOPE
COMPACTEDFILL TO SLAB
ROWLOCK
FACEBRICK
8" BLOCK
12" BLOCK
GRADE
CEM. BRICK
4" SOLIDBLOCK
12" BLOCK
JUMBOBRICK
NOT TO SCALE; FINAL GRADE DETERMINES FOUNDATION AND PORCH HEIGHTS
FTG.
D
8" BLOCK PIER
FILLED SOLID
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwgFLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
CRAWL-HISTORIC B
1. Maintain minimum floor joist clearance of 18"to grade and minimum dropped girderclearance of 12" to grade.
2. Dig continuous footing under all foundationwalls; 8" minimum thickness.
3. All walls, including porches, must be insideset back lines.
4. No interior load bearing walls or point loads.All trusses bear on exterior walls. (
).5. Poured porches-porch floor foundation will be
two (2) brick courses plus a rowlock higher
than house foundation.6. Sill anchors/anchor bolt installation-6'-0" O.C.
& within 12" of corners, then doubled every12'.
7. Front wall ONLY: Face brick w/ 8" CMU
filled solid; 12" Ø rod anchors, 12" from corners;6'-0" O.C.; 15" min. embedment.
8. Foundation vents within 3' of corners.9. Crawl space door-see Site Prep Supervisor
for location.10. Termite Treatment: Structure to be termite
treated with BORATE when framing iscomplete ( ).
8" BLOCK
FTG.
WATERPROOFING
GRAVEL
1'X1'
NOT TO SCALE
15DUPONT_90 LEFT
10'
12" BLOCK WALL PROVIDES 4"LEDGE FOR PORCH
BRICK STEPS TO GRADE, 4'WIDE, BOLTS PER
SUPERVISOR (NOT SHOWN)
C
13'TO C/L OF STEPS
FRONT PORCH
B
53'-1014"
6'-10"6'-10"6'-10"6'-10"6'-10"
12'-31 2"
2'
2'
**NOTE: PIER FOOTINGS CAN BE DUG AS SINGLE 20" TRENCH MINIMUM PIER FOOTING THICKNESS: 8"
4" LIP FOR PORCH
8X16 PIER (TYP),DROPPED 2"
BACK
PORCH
13'-412"
TO C/L OF SIDE PORCH5'
4'
ROWLOCK ONPORCH EDGES 8" BLOCK WALL (TYP)
1'-4"
D
28'
15'-81 2"
6'
26'
8"
46'
A
6'-8"ROWLOCK ONPORCH EDGES
8" BLOCK WALLBEHIND FACE BRICK
13'-4"
FEB 26, 2016
HABITAT FOR HUMANITY CHARLOTTE
CONTACT: CARRIE MASTO [email protected]
FILE:Dupont_90_REVISED.dwgFLOOR PLAN: DWG DATE:
SHEET TITLE: PLOT DATE: Feb. 26, 16
Habitatfor HumanityCharlotte
R
SHEET #:
JOIST
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
•••• "Historic B"
•• 2X10 floor joists--top edges flush withgirders & band joists;
; double 2X12 girders; 2X10 band joists
16DUPONT_90 LEFT
10'
25'-10"
13'
1'-4"TYP.
EX
TR
A
DO
UB
LE
12'-414"
1'-8"
CLE
AR
1'-4"
SET THIS DBLJOIST TO INSIDE TO
CATCH WALL
DOUBLE 2X10 HEADER
DO
UB
LE
33'
EXAMPLE OF JOIST UNDER WALLTHAT RUNS PARALLEL WITH JOIST
OUTSIDE FACE OF BAND
OUTSIDE FACE OF BAND
11"
11"1'-4"TYP
DRYERWASH H.W.
FEB 26, 2016