Reynolds (90) Construction Set - Habitat for Humanity of ...€¦ · FILE:Reynolds_90.dwg FLOOR...

HABITAT FOR HUMANITY CHARLOTTE

CONTACT: CARRIE MASTO [email protected]

FILE:Reynolds_90.dwgFLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16

Habitatfor HumanityCharlotte

R

SHEET #:

FLOOR PLAN

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



Heated: 1120 SFUnheated: 164 SF (covered porches)

1D

H

G

A

K

I

1

1 2 1

1

1

1

1

H H H

C

C

I

I

10'-6"

11'-9

1 2"

2'-0

1 4"

2'-0

1 4"

10'-71 2"

10'-634" 5'-0

14" 10'-9

12" 11'-11"

2'

9'-4"

28'

6'-612"

3'-4"

2'-9"

2'-6"2'-8"5'-8"3'

7'-61 2"

3'-11

1 2"

3'-3" 2'-614"

CLEAR

6'-10"3'-8"

3'-01 2"

1'-1112"

11'-71 2"

16'-412"

TO CENTER OF DOOR

16'-9 716

"

TO CENTER OF WINDOW

3'

40'

4'-43 8"

7'-11

1 2"

FUTD.W.

4'

5'

VINYL

RET. AIR; SEENOTE 11

H.W.WASHDRYER

A

24'

1 1

VINYL

6'

1

34'

6'-914"

TO CENTEROF WINDOW

5'-434" 4'-13

4"

CENTER LINE OF BOX BEAM

(SETS IN FROM PORCHEDGE) GABLE TRUSS

SHALL BEAR ON POSTS

ONLY

(2) 2 X 10 SYP BEAM E.S.

OF PORCH (SETS INFROM PORCH EDGE)

6X6 TREATED POSTW/ POST BASE, TYP

7'-10"

11'-812"

3'-11"

3'

REYNOLDS_90 RIGHT

10'

PROPOSED ELECTRICALPANEL LOCATION1. 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.

8"8"

8"

3" PVC SUB-SLABVENTILATION

TEE-SUGGESTEDLOCATION

FEB 26, 2016





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)

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"

ALUM. CAP

6X6 COL.ATTACHEDTO BEAM

THRU COL.CAP W/ (2)

3" SCREWSE.S. OFPOST

COL CAPATTACHEDTO 6X6

POST W/ (4)3" SCREWS

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

FRONT ELEVATION1

1

8'-1 12"

0'-0"

8'-1 12"

0'-0"

1

12

5

1 1

VINYL SHAKES INSTALLED

OVER 716" OSB, HOUSE

WRAP

VINYL LAP SIDING W/ TRIM

(TYP) INSTALLED OVERWALL SHEATHING

(INSTALL PERMANUFACTURERS

WRITTEN INSTRUCTIONS)

25 YR FIBERGLASS

SHINGLE CLASS ACERTAINTEED INSTALLED

OVER 716" OSB, 15# FELT(INSTALLED PER

MANUFACTURERSWRITTEN INSTRUCTIONS)

RIDGE VENT

WRAPPED PORCH BEAM& PAINTED

TAPERED COLUMN, BUILTIN FIELD

16X16 BRICK COLUMN:SEE FOUNDATION PLANS

FOR DETAILS

NOTE: WOODEN HANDRAIL/GUARD RAIL AS REQUIRED, MUST MEET CODE.SEE DETAIL THIS PAGE

SEE DETAIL 3, THIS PAGE(TYP)

VINYL PERFORATED SOFFIT

@ EAVES

SIDE ELEVATION2

1 1

8'-1 12"

0'-0" MAIN FIN. FLOOR

8'-1 12"

0'-0"

12

5 2X6 BACK PORCH ROOFEXTENSION ATTACHED TO ROOF

TRUSSES, BUILT IN FIELD. SEEENGINEERED DOCUMENTS

1

25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER

716" OSB, 15# FELT (INSTALL PER

MANUFACTURERS WRITTEN

INSTRUCTIONS)

REYNOLDS_90 RIGHT

10'

SINGLE RETURN ACROSS

FRONT OF PORCH

FEB 26, 2016



FILE:Reynolds_90.dwg

FLOOR PLAN: DWG DATE:

SHEET TITLE: PLOT DATE: Feb. 26, 16


R

SHEET #:

ELEVATIONS-2 of 2

3

SIDE ELEVATION1

REAR ELEVATION2

1

2

8'-1 12"

0'-0"

8'-1 12"

0'-0"

25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER

716" OSB, 15# FELT (INSTALL PER

MANUFACTURERS WRITTENINSTRUCTIONS)

8'-1 12"

0'-0"

8'-1 12"

0'-0"

12

5

VINYL PERFORATED SOFFIT @EAVES

RIDGE VENT

2X6 BACK PORCH ROOFEXTENSION ATTACHED TO ROOF

TRUSSES, BUILT IN FIELD. SEE

ENGINEERED DOCUMENTS

MAIN FIN. FLOOR

1 1

VINYL LAP SIDING W/ TRIM (TYP)

INSTALLED OVER WALLSHEATHING (INSTALL PER

MANUFACTURERS WRITTENINSTRUCTIONS)

1

REYNOLDS_90 RIGHT

10'

FEB 26, 2016





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

4

SIDE

PORCH

5'

4'

A

28'

4" LIP FOR PORCH

40'

B

ROWLOCK ONPORCH EDGES

BRICK STEPS TO GRADE, 4' WIDE, BOLTS

PER SUPERVISOR (NOT SHOWN)

23'-712"

C/L OF 40" ROWLOCKFOR 36" DOOR

10'-312"

C/L OF 40" ROWLOCK

FOR 36" DOOR

8"

1'-4"

FACE BRICK, TOP

COURSE

CEMENT BRICK ON TOPOF BLOCK FORMSLEDGE FOR SLAB

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

BEHIND FACE BRICK

C

FRONT PORCH

6'

24'

48'-9 78 "

16" SQUARE BRICK COLUMNS ARE16 BRICK COURSES FROM BOTTOM

OF PORCH ROWLOCK.

ABOVE ROWLOCK=3812"

TO TOP OF CAP=43"CENTER J-BOLT, PROJECT 7"

ABOVE TOP COURSE OF BRICK

ROWLOCK ON PORCH EDGES

8" BLOCK WALL BEHIND FACE

BRICK

12" BLOCK WALL PROVIDES 4"LEDGE FOR PORCH

BRICK STEPS TO

GRADE, 4' WIDE,BOLTS PERSUPERVISOR (NOTSHOWN)12'

TO C/L OF STEPS

REYNOLDS_90 RIGHT

10'

52'-5 1516 "

FEB 26, 2016





R

SHEET #:








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.


HEADERBLOCK

HOUSE LENGTHPORCHDEPTH

FTG. FTG. FTG.

TOP OF 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

5

SIDE

PORCH

5'

4'

A

28'

4" LIP FOR PORCH

40'

B




23'-712"

C/L OF 40" ROWLOCKFOR 36" DOOR

10'-312"

C/L OF 40" ROWLOCK

FOR 36" DOOR

8"

1'-4"

C

6'

24'

16" SQUARE BRICK COLUMNS ARE 16 BRICKCOURSES FROM BOTTOM OF PORCH

ROWLOCK.

ABOVE ROWLOCK=3812"

TO TOP OF CAP=43"CENTER J-BOLT, PROJECT 7" ABOVE TOP

COURSE OF BRICK


BRICK STEPS TOGRADE, 4' WIDE, BOLTS

PER SUPERVISOR (NOTSHOWN)

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

COURSE, TYP

12'TO C/L OF STEPS

REYNOLDS_90 RIGHT

10'

FRONT PORCH

48'-9 78 "

52'-5 1516 "

12" Ø THREADEDROD ANCHOR

FOOTING

FACE BRICK W/LADDER TYPEJOINT

REINFORCEMENTHOUSE SLAB

PORCH SLAB

FRONT WALL FOUNDATION DTL.1

NOT TO SCALE

ROWLOCK ON PORCHEDGES

8" BLOCK WALL BEHIND

FACE BRICK

FEB 26, 2016


1A B C D

TOP OF MONO SLABPORCH: 1

2" SLOPE

TOP OF SHEDSLAB

HOUSE LENGTH

BRICK/STONEVENEER (OPT)

PORCHDEPTH


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"


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.


6SLAB-MONOLITHIC





R

SHEET #:

REYNOLDS_90 RIGHT

10'

28'

23'-712"

C/L OF 40" THRESHOLD

PROJECTIONFOR 36" DOOR

10'-312"

C/L OF 40" THRESHOLDPROJECTION

FOR 36" DOOR

40'

1'-4"

24'

6'

16'

B

C

D

48'-9 1516 "

FRONT PORCH

16" SQUARE BRICK COLUMNS

ABOVE PORCH SLAB=38 12"

TO TOP OF CAP=43"CENTER J-BOLT, PROJECT 7"

ABOVE TOP COURSE OFBRICK

52'-6"

FEB 26, 2016





R

SHEET #:

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




).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


FTG.FTG. FTG.

CENTER BEAM

A B C

8" PIERFILLEDSOLID

PORCH: 12" SLOPE


ROWLOCK

FACEBRICK

8" BLOCK

12" BLOCK

GRADE

CEM. BRICK

4" SOLIDBLOCK

12" BLOCK

JUMBO

BRICK


FTG.

D

8" BLOCK PIER

FILLED SOLID

CRAWL-HISTORIC B

7

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

2'

2'

8X16 PIER (TYP),

DROPPED 2"

D

12'-3

1 2"

15'-81 2"

8" BLOCK WALL (TYP)BACK

PORCH

5'

4'

A

28'

4" LIP FOR PORCH

40'

B




8"

1'-4"

C

FRONT PORCH

6'

24'

52'-5 1516 "

ROWLOCK ON PORCHEDGES

8" BLOCK WALL BEHINDFACE BRICK


12'TO C/L OF STEPS

6'-10"

**NOTE: PIER FOOTINGS CAN BE DUG AS SINGLE 20" TRENCH MINIMUM PIER FOOTING THICKNESS: 8"

BRICK STEPS TO GRADE,4' WIDE, BOLTS PERSUPERVISOR (NOT

SHOWN)16" SQUARE BRICK COLUMNS ARE16 BRICK COURSES FROM

BOTTOM OF PORCH ROWLOCK.

ABOVE ROWLOCK=3812"

TO TOP OF CAP=43"CENTER J-BOLTS, PROJECT 7"

ABOVE TOP COURSE OF BRICK

REYNOLDS_90 RIGHT

10'

48'-9 78 "

FEB 26, 2016





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

8

H.W.WASHDRYER

3'

3'

ON

CE

NT

ER

8'

1'-4"

11'

16'-8"

12'-514"

40'

DO

UB

LE

DO

UB

LE

EX

TR

A

EX

TR

A

EX

TR

A

EX

TR

A

28'

1'-8"

CLE

AR

10'-51 2"

DO

UB

LE

DO

UB

LE

1'

1'

CENTERLINESSHOWN

OUTSIDE FACE OF BAND

EXAMPLE OF EXTRA JOISTUNDER WALL THAT RUNSPARALLEL WITH JOISTS

OUTSIDE OF BAND

BLOCKING FOR OVERFLOW

DOUBLE 2X10 HEADERS

REYNOLDS_90 RIGHT

10'

12'-3

1 2"

15'-81 2"

DOUBLE 2X10HEADERS

FEB 26, 2016




FLOOR PLAN: DWG DATE:SHEET TITLE: PLOT DATE: Feb. 26, 16


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


K



Heated: 1120 SF

Unheated: 164 SF (covered porches)

1D

H

G

A

K

I

1

121

1

1

1

1

HHH

C

C

10'-6"

11'-9

1 2"

2'-0

1 4"

2'-0

1 4"

10'-71 2"

10'-634"5'-01

4"10'-912"11'-11"

2'

9'-4"

28'

6'-612"

3'-4"

2'-9"

2'-6" 2'-8" 5'-8" 3'

7'-61 2"

3'-11

1 2"

3'-3"

6'-10" 3'-8"

3'-0

1 2"

1'-1112"

11'-7

1 2"

16'-412"

TO CENTER OF DOOR

16'-9 716

"

TO CENTER OF WINDOW

3'

40'

4'-43 8"

7'-111 2"

FUTD.W.

4'

5'

VINYL

RET. AIR; SEE

NOTE 11

3" PVC SUB-SLABVENTILATION

TEE-SUGGESTEDLOCATION

A

24'

11

VINYL

6'

134'

6'-914"

TO CENTEROF WINDOW

5'-434"4'-13

4"

PROPOSED ELECTRICALPANEL LOCATION

2'-614"

CLEAR

7'-10"

11'-812"

3'-11"

3'

WASHDRYER

H.W.

I

I

REYNOLDS_90 LEFT

10'

CENTER LINE OF BOX BEAM(SETS IN FROM PORCHEDGE) GABLE TRUSS

SHALL BEAR ON POSTSONLY

(2) 2 X 10 SYP BEAM E.S.OF PORCH (SETS IN

FROM PORCH EDGE)

6X6 TREATED POSTW/ POST BASE, TYP

8" 8"

8"

FEB 26, 2016






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)

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"

ALUM. CAP

6X6 COL.ATTACHEDTO BEAM

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

POST

COL CAPATTACHEDTO 6X6

POST W/ (4)3" SCREWS

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

1

8'-1 12"

0'-0"

8'-1 12"

0'-0"

1

12

5

11

VINYL SHAKES

INSTALLED OVER 716"

OSB, HOUSE WRAP

VINYL LAP SIDING W/ TRIM(TYP) INSTALLED OVER

WALL SHEATHING(INSTALL PER


25 YR FIBERGLASS

SHINGLE CLASS ACERTAINTEED INSTALLED

OVER 716" OSB, 15# FELT

(INSTALLED PER


RIDGE VENT

WRAPPED PORCH BEAM& PAINTED

TAPERED COLUMN,BUILT IN FIELD

16X16 BRICK COLUMN:SEE FOUNDATION

PLANS FOR DETAILS

NOTE: WOODEN HANDRAIL/GUARD RAIL ASREQUIRED, 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 BACK PORCH ROOFEXTENSION ATTACHED TO ROOF

TRUSSES, BUILT IN FIELD. SEEENGINEERED DOCUMENTS

1

25 YR. FIBERGLASS SINGLE CLASSA CERTAINTEED INSTALLED OVER7

16" OSB, 15# FELT (INSTALL PERMANUFACTURERS WRITTEN

INSTRUCTIONS)

FRONT ELEVATION1

SIDE ELEVATION2

REYNOLDS_90 LEFT

10'

SINGLE RETURN ACROSSFRONT OF PORCH

FEB 26, 2016



FILE:Reynolds_90.dwgFLOOR PLAN: DWG DATE:



R

SHEET #:

ELEVATIONS-2 of 2

11

1

2

8'-1 12"

0'-0"

8'-1 12"

0'-0"

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 BACK PORCH ROOFEXTENSION ATTACHED TO ROOFTRUSSES, BUILT IN FIELD. SEEENGINEERED DOCUMENTS

MAIN FIN. FLOOR

11

VINYL LAP SIDING W/ TRIM (TYP)

INSTALLED OVER WALLSHEATHING (INSTALL PERMANUFACTURERS WRITTEN

INSTRUCTIONS)

1

SIDE ELEVATION1

REAR ELEVATION2

REYNOLDS_90 LEFT

10'

FEB 26, 2016








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.


CEM.BRICK


FTG. FTG. FTG.

TOP OF SLABFACE

BRICK


A B C

4" BLOCK

8" BLOCK

PORCH: 12" SLOPE


ROWLOCK

FACE

BRICK

8" BLOCK

12" BLOCK

GRADE

FACE BRICK

CEM. BRICK

12" BLOCK







R

SHEET #:

SLAB-HISTORIC A

12

SIDEPORCH

5'

4'

A

28'

4" LIP FOR PORCH

40'

B




23'-712"

C/L OF 40" ROWLOCK

FOR 36" DOOR

10'-312"

C/L OF 40" ROWLOCK

FOR 36" DOOR

8"

1'-4"

FACE BRICK, TOPCOURSE

CEMENT BRICK ON TOPOF BLOCK FORMSLEDGE FOR SLAB

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

C

6'

24'

16" SQUARE BRICK COLUMNS ARE16 BRICK COURSES FROM BOTTOMOF PORCH ROWLOCK.

ABOVE ROWLOCK=3812"

TO TOP OF CAP=43"

CENTER J-BOLT, PROJECT 7"ABOVE TOP COURSE OF BRICK

ROWLOCK ON PORCH EDGES

8" BLOCK WALL BEHIND FACEBRICK

12" BLOCK WALL PROVIDES 4"

LEDGE FOR PORCH

BRICK STEPS TOGRADE, 4' WIDE,

BOLTS PER

SUPERVISOR (NOTSHOWN)

REYNOLDS_90 LEFT

10'

FRONT PORCH

48'-97

8"

52'-515

16"

12'TO C/L OF STEPS

FEB 26, 2016

HEADERBLOCK


FTG. FTG. 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






R

SHEET #:

SLAB-HISTORIC B

13








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.


SIDEPORCH

5'

4'

A

28'

4" LIP FOR PORCH

40'

B




23'-712"

C/L OF 40" ROWLOCK

FOR 36" DOOR

10'-312"

C/L OF 40" ROWLOCK

FOR 36" DOOR

8"

1'-4"

C

FRONT PORCH

6'

24'

48'-97

8"

16" SQUARE BRICK COLUMNS ARE 16BRICK COURSES FROM BOTTOM OFPORCH ROWLOCK.

ABOVE ROWLOCK=3812"

TO TOP OF CAP=43"CENTER J-BOLT, PROJECT 7" ABOVE TOP

COURSE OF BRICK

12" BLOCK WALL PROVIDES 4"

LEDGE FOR PORCH

BRICK STEPS TO

GRADE, 4' WIDE, BOLTSPER SUPERVISOR (NOT

SHOWN)

8" BLOCK WALL BELOW GRADE;HOLLOW HEADER BLOCK, TOPCOURSE, TYP

REYNOLDS_90 LEFT

10'

52'-515

16"

12" Ø THREADEDROD ANCHOR

FOOTING

FACE BRICK W/LADDER TYPEJOINT

REINFORCEMENTHOUSE SLAB

PORCH SLAB

FRONT WALL FOUNDATION DTL.1

NOT TO SCALE

12'TO C/L OF STEPS

FEB 26, 2016


1A B C D

TOP OF MONO SLABPORCH: 1

2" SLOPE

TOP OF SHEDSLAB

HOUSE LENGTH

BRICK/STONEVENEER (OPT)

PORCHDEPTH


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.


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"


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





R

SHEET #:

REYNOLDS_90 LEFT

10'

28'

48'-91516

"

23'-712"

C/L OF 40" THRESHOLD

PROJECTIONFOR 36" DOOR

10'-312"

C/L OF 40" THRESHOLDPROJECTION

FOR 36" DOOR

40'

1'-4"

24'

6'

16'

B

C

D

FRONT PORCH

16" SQUARE BRICK COLUMNS

ABOVE PORCH SLAB=38 12"

TO TOP OF CAP=43"CENTER J-BOLT, PROJECT 7"ABOVE TOP COURSE OFBRICK

52'-6"

FEB 26, 2016


FTG.FTG. FTG.

CENTER BEAM

A B C

8" PIERFILLEDSOLID

PORCH: 12" SLOPE


ROWLOCK

FACEBRICK

8" BLOCK

12" BLOCK

GRADE

CEM. BRICK

4" SOLIDBLOCK

12" BLOCK

JUMBOBRICK


FTG.

D

8" BLOCK PIER

FILLED SOLID



FILE:Reynolds_90.dwgFLOOR PLAN: DWG DATE:



R

SHEET #:

CRAWL-HISTORIC B

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




).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

15

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

2'

2'

8X16 PIER (TYP),DROPPED 2"

D

12'-3

1 2"

15'-8

1 2"

8" BLOCK WALL (TYP)BACK

PORCH

5'

4'

A

28'

4" LIP FOR PORCH

40'

B




8"

1'-4"

C

6'

24'

52'-515

16"


6'-10"

**NOTE: PIER FOOTINGS CAN BE DUG AS SINGLE 20" TRENCH

MINIMUM PIER FOOTING THICKNESS: 8"

BRICK STEPS TO GRADE, 4' WIDE,BOLTS PER SUPERVISOR (NOTSHOWN)

16" SQUARE BRICK COLUMNS ARE

16 BRICK COURSES FROMBOTTOM OF PORCH ROWLOCK.

ABOVE ROWLOCK=3812"

TO TOP OF CAP=43"

CENTER J-BOLTS, PROJECT 7"ABOVE TOP COURSE OF BRICK

REYNOLDS_90 LEFT

10'

FRONT PORCH

48'-978"

12'

TO C/L OF STEPS

ROWLOCK ON PORCH

EDGES

8" BLOCK WALL BEHIND

FACE BRICK

FEB 26, 2016






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 &center 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

16

3'

3'

ON

CE

NT

ER

8'

1'-4"

11'

16'-8"

12'-514"

40'

DO

UB

LE

DO

UB

LE

EX

TR

A

EX

TR

A

EX

TR

A

EX

TR

A

28'

1'-8"

CLE

AR

10'-51 2"

DO

UB

LE

DO

UB

LE

1'

1'

OUTSIDE FACE OF BAND

EXAMPLE OF EXTRA JOISTUNDER WALL THAT RUNS

PARALLEL WITH JOISTS

OUTSIDE OF BAND

BLOCKING FOR OVERFLOW

DOUBLE 2X10 HEADERS

12'-3

1 2"

15'-8

1 2"

WASHDRYER

H.W.

REYNOLDS_90 LEFT

10'

DOUBLE 2X10HEADERS

CENTERLINESSHOWN

FEB 26, 2016

Reynolds (90) Construction Set - Habitat for Humanity of ...€¦ · FILE:Reynolds_90.dwg FLOOR...

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