MOUNTAINSIDE HOMEBUILDERS - Fisher Realty · 8x8 treated wood column 36" high wood rail (

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

CS

Mountainside Homebuilders

The Pinnacle

Mountainside

SHEET INDEXSHEET # SHEET NAME

CS COVER SHEET

A1 FIRST FLOOR PLAN

A2 FRONT & REAR ELEVATIONSA3 LEFT & RIGHT ELEVATIONS

A4 INTERIOR ELEVATIONS

S1 FOUNDATION PLANS2 FIRST FLOOR CEILING FRAMING PLAN

S3 BRACED WALL PANEL DESIGN

S4 ROOF PLANS5 WALL SECTIONS

S6 ENGINEERING DETAILS

E1 ELECTRICAL PLAN

© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS

MOUNTAINSIDE HOMEBUILDERS"THE PINNACLE"

B B B

CE

D

B

CC

12'-0"

27'-5"

8'-4"

DW

REFR

ISLAND

RANGE

WMDRY

STORAGE

WALK-IN CLOSET

LIN

EN

5(S

H.)

CLOSET

CLOSET

MASTER BEDROOM

MASTER BATH BEDROOM 3

BEDROOM 2

LAUNDRY

SCREENED PORCH

DINING ROOM

LIVING ROOM

PORCH

BREAKFAST KITCHEN

12'-2

1/2"

2'-6"

2'-6"

10'-2

1/2"

1'-6

"3'-6"

4'-1

3/4

"5'-9

1/4"

3'-9

1/2"

3'-6"

10'-2

1/2"

10'-2

1/2"

3'-6"

2'-4

1/2"

8'-6"

2'-10

"

5'-8

1/2"

4'-6

1/2"

6'-4

1/2"

3'-10

1/2"

13'-9"

4'-8"

9'-0

1/2"

6'-5

1/2"

2'-6"

63'-5

1/4"

11'-0" 10'-11 3/4" 13'-11" 17'-3 1/4" 6'-10"

4'-0" 12'-0" 44'-0"

6'-6" 7'-0" 8'-3" 11'-4 1/2" 8'-10" 10'-10" 7'-2 1/2"

4'-7

1/2"

11'-2"

11'-7

1/2"

5

5

6

5

565

4

2

7

7

8

1

15'-6 1/2" 11'-7 1/2" 16'-10 1/2" 5'-3 1/2" 10'-8"

3'-0"

8'-7 1/2" 3'-0"

3'-6" 7'-2"

6'-2" 7'-2"

2'-0"

5'-11" 21'-3"

13'-2 1/2"

4'-6 1/2" 3'-6"

10'-5 1/2"

FIRE-RESISTANTHEARTH & SURROUND

36" PRE-FABGAS FIREPLACE

9'-2"

9'-0

3/4

"9'-2

1/4"

6" WALL

5' TUB(FIBERGLASS)

36"x60"SHOWER

(FIBERGLASS)

8x8 TREATED WOOD COLUMN

36" HIGH WOOD RAIL(<4" BETWEEN PICKETS)

16' X 7' GARAGE DOOR

DISAP.STAIR

ATTIC SCUTTLE

36" HIGH WOOD RAIL(<4" BETWEEN PICKETS) 6x6 TREATED WOOD POST

BATH 2

A

22'-0"

SLOPE

FLOOR

DISP.

MAIN HOUSE FLOORTO GARAGE TOPPLATE TO BE 9'-1 1/2"

A4

1

A4

2

A4

3

A44

A45

A46

A4 7

9

CATHEDRAL CLG.

CATHEDRAL CLG.

CATHEDRAL CLG.

11'-0"

11'-0"

B

B

6'-6

"

9'-0"

6'-6

"

18'-7

"

3'-5

1/2"

22'-0

"

3

60'-0"

12'x12' CONC. PATIO

CARPET

CARPET

CARPET

C. TILE

C. TILE

C. TILEHARDWOOD HARDWOOD

HARDWOOD

HARDWOOD

FC

FC

FC

FC

FC

FC

CONCRETE

CONCRETE

HARDWOOD

3'-8"

25'-10" 22'-0" 9'-3 5/16"

4'-97/16"

MICROWAVEABOVE

6

1'-0"

4'-6"

14" SUN TUNNEL

INSTALL RINNAI TANKLESSWATER HEATER INSTORAGE CLOSET

PANTRY5 (SH.)

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

A1


The Pinnacle

Mountainside

1/4" = 1'-0"

FIRST FLOOR PLAN

AREA SCHEDULENAME AREA

HEATED AREA 1535 SFFRONT PORCH 265 SF

SCREENED PORCH 144 SF

GARAGE 480 SFTOTAL AREA 2424 SF

GENERAL NOTES:1. CONTRACTOR TO VERIFY ALL DIMENSIONS.2. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND DETAILS ARE NOT

ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULTDESIGNER FOR FURTHER CLARIFICATION.

3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 NORTHCAROLINA RESIDENTIAL CODE AND LOCAL BUILDING CODES.

4. GRADE ELEVATIONS MAY VARY DUE TO TYPE OF FOUNDATION ANDOTHER ON SITE CONSIDERATIONS.

5. FLOOR TO TOP PLATE FIRST FLOOR = 9'-1 1/2"6. FLOOR TO WINDOW HEAD FIRST FLOOR = 7'-0"

DOOR SCHEDULE

TYPE

DOOR SIZE

DESCRIPTIONWIDTH HEIGHT THK

1 8'-0" 6'-8" 1 3/4" SLIDING GLASS DOOR2 3'-0" 6'-8" 1 3/4" SEE FRONT ELEVATION

3 2'-8" 6'-8" 1 3/4" 20 MINUTE RATED

4 2'-8" 6'-8" 1 3/8" 4 PANEL, PINE, POCKET5 2'-6" 6'-8" 1 3/8" 4 PANEL, PINE

6 2'-4" 6'-8" 1 3/8" 4 PANEL, PINE

7 (2) 2'-0" 6'-8" 1 3/8" 4 PANEL, PINE8 (2) 1'-6" 6'-8" 1 3/8" 2 PANEL, PINE

9 3'-0" 6'-8" 1 1/8" SCREENED DOOR

WINDOW SCHEDULE

TYPEWINDOW SIZE

DESCRIPTIONWIDTH HEIGHT

A 5'-0" 5'-2" FIXED W/ 24" D.H. FLANKERS

B 2'-8" 5'-2" DOUBLE-HUNG, VINYLC (2) 2'-8" 5'-2" DOUBLE-HUNG, VINYL

D 2'-4" 3'-10" DOUBLE-HUNG, VINYL

E (2) 2'-4" 3'-2" DOUBLE-HUNG, VINYL


DIMENSION NOTES:1. ALL EXTERIOR DIMENSIONS ARE TO BRICK OR

EXTERIOR SHEATHING.

COMPOSITIONSHINGLES

COMPOSITIONSHINGLES

COMPOSITIONSHINGLES

1x2 SHINGLE MOULD1x8 FASCIA1x4 FRIEZE

REVERSE BOARD& BATTEN SIDING

12"x24" VENT

8x8 TREATED WOOD COLUMN36" HIGH WOOD RAIL(<4" BETWEEN PICKETS)


12"x24" VENT

HORIZONTAL LAPPED SIDING

16" BATTENBLINDS

5/4x4 DRIP CAP

5/4x10

5/4x4

5/4 x10

12"x24" VENT

DRIP CAP

THIN-SET STONE VENEER THIN-SET STONE VENEER

B B B C 2 C

1S5




5/4x6 HEAD5/4x4 SURROUND

8

12

8

12

8

12

CONTINUOUS RIDGE VENT


6S5

FLO

OR

TO

TO

PPLATE

9'-1

1/2"

FLO

OR

TO

WIN

DO

WHEAD

7'-0"


B B

COMP. SHINGLES

5/4x6 TRIM (AT DOOR)

5/4x8 HEAD (AT DOOR)

5/4x4 CORNER STILE (TYP.)WATER TABLE CAP (SEEFOUNDATION SECTION)

3'-3"

4'-0"

3'-2"

C

A E

COMPOSITIONSHINGLES

COMPOSITIONSHINGLES

36" HIGH WOOD RAIL(<4" BETWEEN PICKETS)

HORIZONTAL LAPPED SIDING HORIZONTAL LAPPED SIDING 6x6 TREATED WOOD POST



8

12

5/4x4 TRIM

5/4x6



5S5

FLO

OR

TO

WIN

DO

WHEAD

7'-0"

FLO

OR

TO

TO

PPLATE

9'-1

1/2"

1'-0"

CORROSIONRESISTANTFLASHING


5/4" X 3 1/2"



1

8

12

5/4x4 CORNER STILE (TYP.)

5/4x45/4x45/4 x10

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

A2


The Pinnacle

Mountainside

1/4" = 1'-0"

FRONT ELEVATION

1/4" = 1'-0"

REAR ELEVATIONGENERAL NOTES:1. CONTRACTOR TO VERIFY ALL DIMENSIONS.2. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND DETAILS ARE

NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULTDESIGNER FOR FURTHER CLARIFICATION.



5. DOWNSPOUT SIZE AND LOCATION TO BE DETERMINED ON SITE BYGUTTER CONTRACTOR.


DOOR SCHEDULE

TYPE

DOOR SIZE



3 2'-8" 6'-8" 1 3/4" 20 MINUTE RATED


6 2'-4" 6'-8" 1 3/8" 4 PANEL, PINE


9 3'-0" 6'-8" 1 1/8" SCREENED DOOR

WINDOW SCHEDULE

TYPEWINDOW SIZE







COMPOSITIONSHINGLES

COMPOSITIONSHINGLES

5/4x4DRIP CAP

REVERSE BOARD & BATTEN SIDING

REVERSE BOARD & BATTEN SIDING

HORIZONTAL LAPPED SIDING HORIZONTAL LAPPED SIDING 6x6 TREATED WOOD POST

9

8

12

7

12

16" BOARD &BATTEN SHUTTERS

5/4x4DRIP CAP



4S5

Sim

FLO

OR

TO

WIN

DO

WHEAD

7'-0"

FLO

OR

TO

TO

PPLATE

9'-1

1/2"

5/4x4



5/4x45/4 x4



B B

5/4 x 3 1/2" CORNER STILE (TYP.)

DIRECT VENT FLUE

COMPOSITIONSHINGLES

COMPOSITIONSHINGLESCOMPOSITION

SHINGLES

HORIZONTALLAPPED SIDINGD

B

HORIZONTAL LAPPED SIDING 36" HIGH WOOD RAIL(<4" BETWEEN PICKETS)

3S5



6x6 TREATED WOOD POST

5/4 x4DRIP CAP

5/4x10

DRIP CAP

12"x24" VENT

5/4x4 TRIM

5/4x6 HEAD

1x2 SHINGLE MOULD1x8 FASCIA

7

128

12

4S5




FLO

OR

TO

WIN

DO

WHEAD

7'-0"

FLO

OR

TO

TO

PPLATE

9'-1

1/2"



CORROSION RESISTANT FLASHING

5/4x4


5/4x4 CORNER STILE (TYP.)

COMP. SHINGLES

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

A3


The Pinnacle

Mountainside

1/4" = 1'-0"

RIGHT SIDE ELEVATION

1/4" = 1'-0"

LEFT SIDE ELEVATION

GENERAL NOTES:1. CONTRACTOR TO VERIFY ALL DIMENSIONS.2. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND DETAILS ARE

NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULTDESIGNER FOR FURTHER CLARIFICATION.



5. DOWNSPOUT SIZE AND LOCATION TO BE DETERMINED ON SITE BYGUTTER CONTRACTOR.


DOOR SCHEDULE

TYPE

DOOR SIZE



3 2'-8" 6'-8" 1 3/4" 20 MINUTE RATED


6 2'-4" 6'-8" 1 3/8" 4 PANEL, PINE


9 3'-0" 6'-8" 1 1/8" SCREENED DOOR

WINDOW SCHEDULE

TYPEWINDOW SIZE







3'-6"

SINK BASE

3'-0"

DW

2'-0"1'-9"

2'-3" 6'-0" 2'-0"

3'-6"

1'-6

"3'-0"

FILLER

2'-0"3'-3"2'-6"

RANGE

2'-6"2'-6"

2'-6" 2'-6" 2'-6" 3'-3" 2'-0"

FILLER

2'-0"

3'-0"

1'-6

"3'-6"

1'-1

"

1'-6

"

30" MICROWAVE

24" DEEP CABINETOVER REFR.

3'-0"

1'-0"

2'-0"2'-0"

1'-0"

3'-0"

2'-3" 1'-6" 2'-3"

2'-7"

MIRROR

3'-6"

MIRROR

FILLER

3'-3"

FILLER

6'-1 3/4"

FILLER

3'-3"

FILLER

6'-1

1/2"

ADJ. SHELVES

36" FIREPLACE

FIRE RESISTANTFLUSH HEARTH & 8"TILE SURROUND

WOOD MANTEL

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

A4


The Pinnacle

Mountainside

3/8" = 1'-0"

ELEVATION 1 3/8" = 1'-0"

ELEVATION 2 3/8" = 1'-0"

ELEVATION 3 3/8" = 1'-0"

ELEVATION 4 3/8" = 1'-0"

ELEVATION 5 3/8" = 1'-0"

ELEVATION 6

3/8" = 1'-0"

ELEVATION 7


60'-0"

4'-0" 12'-0" 12'-0" 32'-0"

12'-0"

27'-5"

8'-4"

60'-0"

91'-2 5/16"

22'-0

"

27'-5"

SLOPE

FLOOR

4" CONC. SLAB W/ WIRE MESH REINFORCING (3000PSI MIN.) TERMITE TREATMENT TO BE UNDERNEATH

SLAB W/ 6 MIL. POLY VAPOR BARRIER

4" CONC. SLAB W/ WIRE MESH REINFORCING (3000PSI MIN.) TERMITE TREATMENT TO BE UNDERNEATH

SLAB W/ 6 MIL. POLY VAPOR BARRIER

4" CONCRETE SLAB W/ TERMITETREATMENT UNDERNEATH

TURN DOWN SLAB

65'-115/8"

31'-1 3/8"

7S5

8S5

8S5

Sim

8S5

Sim

9S5

2'-101/2"

16'-3"

2'-101/2"

22'-0"

25'-10" 22'-0" 9'-3 5/16"

63'-5

1/4"

3'-8"

4'-97/16"

(2) 1/2" ANCHOR BOLTS

(2) 1/2" ANCHOR BOLTS

4" CONCRETE SLAB W/ TERMITETREATMENT UNDERNEATH

TURN DOWN SLAB

4" CONCRETE SLAB ON GRADE

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

S1


The Pinnacle

Mountainside

1/4" = 1'-0"

SLAB FOUNDATION PLAN

SLAB FOUNDATION NOTES:1. CONTRACTOR TO VERIFY ALL DIMENSIONS.2. DO NOT SCALE DIMENSIONS FROM PRINTS. PLANS AND

DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USEDIMENSIONS GIVEN OR CONSULT DESIGNER FOR FURTHERCLARIFICATION.

3. ALL SLABS TO BE 4" MINIMUM DEPTH W/ 6x6-10/10WELDED WIRE MESH REINFORCING OR EQUAL FIBER MESHREINFORCING W/ DOSAGE AMOUNTS OF .75 TO 1.5 POUNDSPER CUBIC YARD.

4. GARAGE SLABS: 3000 PSI MINIMUM5. PORCH SLABS: 3000 PSI MINIMUM6. ALL CONCRETE SLABS EXPOSED TO WEATHER TO HAVE

MINIMUM 3,000 PSI STRENGTH.7. ALL OTHER SLABS: 2500 PSI MINIMUM8. TERMITE PRE-TREATMENT OR EQUIVALENT REQUIRED

UNDER ALL SLABS.9. PROVIDE CONTROL JOINTS IN SLAB EVERY 12' (MAX.) ON

CENTER AND AT FOUNDATION OFFSETS.10. PROVIDE 6 MIL VAPOR BARRIER UNDER ALL ENCLOSED

SLABS.11. ALL EXTERIOR WALLS TO BE ANCHORED W/ 1/2" DIAMETER

BOLTS PLACED 6'-0" O.C. & NOT MORE THAN 12" FROMCORNERS. BOLTS SHALL EXTEND A MIN. OF 7" INTOMASONRY OR CONCRETE. EQUIVALENT ANCHOR STRAPSAT EQUIVALENT SPACING ARE AN ACCEPTABLE SUBSTITUTE.

12. THIS FOUNDATION DESIGNED FOR THE USE OF ROOFTRUSSES ONLY. (NO INTERIOR BEARING PARTITIONS)

13. FOUNDATION DESIGN BASED ON 2,000 PSF SOIL BEARINGCAPACITY.


SC

ISSO

RTR

USSES,24"O

.C.

ATTIC

STO

RAG

ETR

USSES,24"O

.C.

SC

ISSO

RTR

USSES,24"O

.C.

ROOF TRUSSES, 24" O.C.

ATTICSTO

RAGETRUSSES, 24" O

.C.


2x6 CEILINGJOISTS, 16" O.C.

2x6CEILING

JOISTS, 16" O

.C.

ALL 8x8 WOOD CORNER POSTS TOHAVE SIMPSON ABU88 BASE AND UPPERCORNER CONNECTION (SEE CORNERCONNECTION DETAIL ON THIS SHEET)

2J2J (3)2x10(3)2x8(3)2x8(3)2x8

2S

(2)2x10

(2)2

x10

(2)2x10

(2)2

x10

2S

(2)2x10

(3)2x10 2J2J(3)2x8

(2)2x10

(2)2x10 2J

2J

(3)2x8

31/2" X

117/8" LVL

(3)2x8

(3)2x8

(3)2

x8

(3)2

x8

2J2J (3)2x102J2J 3 1/2" X 11 7/8" LVL

(3)2x10

2J2J

2S

2S

3 1/2" X 9 1/4" LVL

(2)2x10

(2)2

x10

(2)2

x10

8x8 TREATED WOOD POSTW/ SIMPSON ABU88 BASE(TYP. AT CENTER COLUMNS)

ALL 6x6 WOOD CORNER POSTS TOHAVE SIMPSON ABU66 BASE AND UPPERCORNER CONNECTION (SEE CORNERCONNECTION DETAIL ON THIS SHEET)

6x6 TREATED WOOD POSTW/ SIMPSON ABU66 BASE(TYP. AT CENTER COLUMNS)

BEAM PER PLAN

TREATED WOOD POST PER PLAN - TYP.(BUILDER TO PROVIDE MIN. 3/16" THICKSTEEL PLATE AT BEAM-TO-COLUMNCONNECTION TO PROVIDE UPLIFT ANDRACKING SUPPORT)

BEAM PER PLAN

TREATED WOODCOLUMN PER PLAN

CORNER CONNECTION DETAIL3/4" = 1'-0"

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

S2


The Pinnacle

Mountainside

1/4" = 1'-0"

FIRST FLOOR CEILING FRAMING PLAN


HEADER/BEAM NOTES FOR DIMENSIONAL LUMBER - FIRST FLOOR:1. ALL EXTERIOR HEADERS SHALL BE (2)2x10 #2 SOUTHERN YELLOW PINE

OR BETTER UNLESS OTHERWISE NOTED.2. ALL INTERIOR LOAD BEARING HEADERS SHALL BE (2)2x10 #2 SOUTHERN

YELLOW PINE OR BETTER UNLESS OTHERWISE NOTED.3. ALL INTERIOR NON LOAD BEARING HEADERS SHALL BE (2)2x4 #2

SOUTHERN YELLOW PINE OR BETTER UNLESS OTHERWISE NOTED.4. ANY HEADER, BEAM, JOIST, COLUMN SIZES USING DIMENSIONAL LUMBER

OR TIMBER NOTED ON THE DRAWING SHALL BE #2 SOUTHERN YELLOWPINE.

5. IF NOT SPECIFIED ON DRAWING, A MINIMUM OF ONE JACK STUD SHOULDBE PLACED BENEATH ALL NON-LOAD BEARING EXTERIOR AND LOADBEARING INTERIOR HEADERS. ALSO, A MINIMUM OF ONE JACK STUDSHOULD BE PLACED BENEATH NON-LOAD BEARING EXTERIOR ANDINTERIOR HEADERS WITH SPANS EQUAL TO OR GREATER THAN 4 FEET.

GENERAL NOTES FOR PLAN:1. DESIGN BASED ON 2012 NORTH CAROLINA RESIDENTIAL BUILDING CODE.2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 2012 NORTH

CAROLINA RESIDENTIAL CODE AND LOCAL BUILDING CODES.CONSTRUCTION PROJECTS IN SOUTH CAROLINA SHALL BE IN

ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL BUILDING CODE.3. CONTRACTOR TO VERIFY ALL DIMENSIONS.4. DO NOT SCALE DIMENSIONS FROM PROJECT DRAWINGS. PLANS AND

DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN ORCONSULT DESIGNER FOR FURTHER CLARIFICATION.

5. BEAM, TRUSS, AND/OR "I" JOIST LAYOUT OR SIZES SHALL NOT DEVIATEFROM THIS PLAN UNLESS APPROVED BY HOIDAS ENGINEERING, PLLC.

6. ALL JOIST, RAFTER, AND BEAM SPANS DETERMINED FOR THE USE OF #2SOUTHERN YELLOW PINE. ANY OTHER SPECIES MUST BE VERIFIED.

7. ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY TRUSSMANUFACTURER. ROOF AND FLOOR TRUSS SPACING SHALL NOT EXCEED24" O.C.

8. DESIGN ASSUMPTIONS:8.1. BASIC WIND SPEED (3 SECOND GUST): 90 MPH8.2. WIND EXPOSURE CATEGORY: B8.3. OCCUPANCY CATEGORY: II8.4. SEISMIC DESIGN CATEGORY: C8.5. SEISMIC SITE CLASS: D8.6. WEATHERING: MODERATE9. DOUBLE JOIST IN SECOND FLOOR UNDER ALL PARALLEL PARTITIONS.10. FRAMING HEIGHTS:10.1. FLOOR TO TOP PLATE FIRST FLOOR = 9'-1 1/2"10.2. FLOOR TO WINDOW HEAD FIRST FLOOR = 7'-0"11. SECOND FLOOR JOIST SPANS DETERMINED BY DESIGN LOADS OF 40psf. LIVE, 10 psf. DEAD LOAD12. DESIGN LOADS FOR ROOF TRUSSES TO BE:

TOP CHORD = 20 psf. LIVE, 10 psf. DEAD LOADBOTTOM CHORD = 0 psf. LIVE, 10 psf. DEAD LOAD

13. LVL/PSL'S SHALL HAVE THE FOLLOWING MINIMUM DESIGN PARAMETERS:13.1. BEAMS13.1.1. MODULES OF ELASTICITY (E): 2.0 X 106/ PSI13.1.2. BENDING (Fb): 3,100 PSI (BASED ON 100% LOAD DURATION)13.1.3. HORIZONTAL SHEAR (Fv): 285 PSI (BASED ON 100% LOAD DURATION

AND STRESS APPLIED PERPENDICULAR TO GLUE LINES)13.1.4. COMPRESSION PARALLEL TO GRAIN (Fc11): 3,000 PSI (BASED ON100% LOAD DURATION.)13.1.5. COMPRESSION PERPENDICULAR TO GRAIN (Fc), 750 PSI (STRESS

APPLIED PARALLEL TO GLUE LINES.)13.2. COLUMNS13.2.1. MODULES OF ELASTICITY (E): 1.7 X 106/ PSI13.2.2. BENDING (Fb): 2,650 PSI (BASED ON 100% LOAD DURATION)13.2.3. HORIZONTAL SHEAR (Fv): 285 PSI (BASED ON 100% LOADDURATION AND STRESS APPLIED PERPENDICULAR TO GLUE LINES.)13.2.4. COMPRESSION PARALLEL TO GRAIN (Fc11): 3,000 PSI (BASED ON

100% LOAD DURATION.)13.2.5. COMPRESSION PERPENDICULAR TO GRAIN (Fc), 750 PSI (STRESS

APPLIED PARALLEL TO GLUE LINES.)14. ALL ENGINEERED PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH

THE MANUFACTURER'S SPECIFICATIONS.15. ALL EXTERIOR WALL SHEATHING SHALL BE 7/16" OSB.

BEARING WALL SYMBOL =

WOOD POST NOTES:ALL POSTS SHALL HAVE SIMPSON ABU BASESBASED ON COLUMN DIMENSIONS.4x4 P.T. POST = ABU44 BASE6x6 P.T. POST = ABU66 BASE8x8 P.T. POST = ABU88 BASE

MAIN HOUSE CALCULATIONS:

REQUIRED TOTAL BRACED WALL LENGTH ACTUAL LENGTH

BRACED WALL LINE #1 4.2 FT 22.1 FT




GARAGE CALCULATIONS:REQUIRED TOTAL BRACED WALL LENGTH ACTUAL LENGTH

BRACED WALL LINE "A" 3.4 FT 18.5 FT

BRACED WALL LINE "B" 3.4 FT 15.8 FT

BRACED WALL LINE "C" 3.4 FT 22.0 FT

BRACED WALL LINE "D" 3.4 FT 5.8 FT

BRACED WALL ANALYSISMETHODS USED: CS-WSP GB

10.2

'

27.

4'

4.6'

3.4

'8.5

'

4.2' 5.4' 7.0' 4.3' 6.3' 3.8'

6.9' 4.3' 6.4' 9.4' 3.9'

22.0'

4.8'

6.2'

4.8'

2.9'

2.9'

16.8'

1.7'

BW

L#2

BW

L#1

BWL #3

BWL #4

BWLA

BWLB

BWLC

BWLD

HOLD-DOWN

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

S3


The Pinnacle

Mountainside

1/4" = 1'-0"

FIRST FLOOR BRACED WALL PLAN© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS

BRACED WALL PANEL NOTES:1. THE BRACED WALL SHEATHING DESIGN WAS PERFORMED BY HOIDAS

ENGINEERING, PLLC IN ACCORDANCE WITH THE 2012 NORTH CAROLINASTATE RESIDENTIAL BUILDING CODE.

2. PROVIDE CONTINUOUS 7/16" OSB EXTERIOR SHEATHING TO ENTIRESTRUCTURE UNLESS NOTED OTHERWISE (U.N.O.)

3. EXTERIOR BRACED WALL PANEL METHOD IS CS-WSP.4. INTERIOR BRACED WALL PANEL METHOD IS GB. U.N.O. (SEE DETAIL ON

SHEET #S6)5. THE CS-WSP FASTENING METHOD SHALL CONSIST OF 6d COMMON NAILS

AT A MAX. 6" SPACING AT EDGES AND 12" SPACING AT INTERMEDIATESUPPORTS.

6. SEE SHEET #S6 FOR DETAIL ON HOLD DOWNS.7. SEE SHEET #S6 FOR ENGINEERED DESIGN PORTAL FRAME DETAIL.

BRACED WALL PANEL SYMBOL =

RIDGE

RID

GE

RID

GE

RID

GE

VALL

EY

VALLEY

VALLEYVALL

EY

VALLEY

VALL

EY

VALLEY

VALL

EY

VALLEY

RIDGE

RIDGE

2" CONTINUOUS SOFFIT VENT 43'-0" LONG


2" CONTINUOUS SOFFITVENT 12'-0" LONG



2" CONTINUOUS SOFFITVENT 16'-0" LONG

CONTINUOUS RIDGEVENT 16'-0" LONG




ATTIC VENTILATION CALCULATIONSMAIN HOUSE VENTILATION REQUIRED: 2712 S.F. TIMES 144 TIMES 1/300 = 1301 S.I.MAIN HOUSE INLET VENTILATION SHOWN: 1377 S.I. CONTINUOUS SOFFIT VENTMAIN HOUSE OUTLET VENTILATION SHOWN: 1958 S.I. CONTINUOUS RIDGE VENT / GABLE VENT

GARAGE VENTILATION REQUIRED: 693 S.F. TIMES 144 TIMES 1/300 = 333 S.I.GARAGE INLET VENTILATION SHOWN: 456 S.I. CONTINUOUS SOFFIT VENTGARAGE OUTLET VENTILATION SHOWN: 626 S.I. CONTINUOUS RIDGE VENT / GABLE VENT


2" CONTINUOUS SOFFITVENT 6'-0" LONG (IN RAKE)

2" CONTINUOUSSOFFIT VENT8'-0" LONG

2" CONTINUOUSSOFFIT VENT3'-0" LONG




RO

OF

TR

USSES,24"O

.C.

ROOF TRUSSES,24" O.C.

ROOF TRUSSES,24" O.C.

ROOFTRUSSES,

24" O.C.

2x6

RAFTER

S,

16"O

.C.

2x6

RAFT

ERS,

16" O

.C.

12"x24" GABLE VENT(NET FREE AREA: 230 S.I.)



7

7

888 8

8

8

8

3

3

3

8

VALL

EY

VALLEY

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

S4


The Pinnacle

Mountainside 1/4" = 1'-0"

ROOF PLAN© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS

115/1

6"

SIDING PER PLAN

GUTTER

2" CONT. VENT

5/4x4

BUILDING WRAP

7/16" OSB SHEATHING

2x6 STUDS, 16" O.C.

R-21 HD INSULATION

FOIL BACK 5/8" UNDERLAYMENT

"TITANIUM" ROOFING FELT

COMPOSITION SHINGLES


BLOCKING

1'-0"

7

12

9'-1

1/2"

FLO

OR

TO

TO

PPLATE

1x8ROOF TRUSS CLIPPER ROOF TRUSSMANUFACTURER

3/8" PLYWOOD SOFFIT

8

12

1'-0

9/16

"

1'-0"

SIDING PER PLAN

GUTTER

2" CONT. VENT

5/4x4

BUILDING WRAP

7/16" OSB SHEATHING

2x4 STUDS, 16" O.C.





BLOCKING

1x8

9'-1

1/2"

MAIN

HO

USE

FLO

OR

TO

GAR

AG

ETO

PPLATE

ROOF TRUSS CLIPPER ROOF TRUSSMANUFACTURER

3/8" PLYWOOD SOFFIT

1'-0"

8"x8" COLUMN

GUTTER

2" CONT. VENT

1x4





BLOCKING

1'-1

9/16

"

1x8

103/4

"

1x4

1x10

BLO

CK

ING

BLO

CK

ING

1x8

9'-1

1/2"

MAIN

HO

USE

FLO

OR

TO

BO

TTO

MO

FJO

ISTS

8'-2

3/4

"M

AIN

HO

USE

FLO

OR

TO

BO

TTO

MO

FB

EAM

8

12


3/8" PLYWOOD SOFFIT

GUTTER

2" CONT. VENT

1x10

6x6 TREATED WOOD POST





BLOCKING

1x8

9'-1

1/2"

MAIN

HO

USE

FLO

OR

TO

BO

TTO

MO

FTR

USSES

1'-0

3/1

6"

(2)2x10


3/8" PLYWOOD SOFFIT

115/1

6"

SIDING PER PLAN

GUTTER

2" CONT. VENT

5/4x4

BUILDING WRAP

7/16" OSB SHEATHING

2x6 STUDS, 16" O.C.

R-21 HD INSULATION

5/8" UNDERLAYMENT



SCISSOR TRUSSES, 24" O.C.

BLOCKING

9'-1

1/2"

FLO

OR

TO

TO

PPLATE

1'-0"

7

12

3.5

12

1x8ROOF TRUSS CLIPPER ROOF TRUSSMANUFACTURER

3/8" PLYWOOD SOFFIT

1'-8 1/4"

BLO

CK

ING

BLO

CK

ING

1'-0"

8"x8" COLUMN

GUTTER

2" CONT. VENT

1x4




2x6 RAFTERS, 16" O.C.

BLOCKING

1x8

1x4

1x10

1x8

9'-1

1/2"

MAIN

HO

USE

FLO

OR

TO

BO

TTO

MO

FJO

ISTS

8'-2

3/4

"M

AIN

HO

USE

FLO

OR

TO

BO

TTO

MO

FB

EAM

2x4 BLOCKING

3

12

(2)2x10

103/4

"

2x6 CEILING JOISTS, 16" O.C.


3/8" PLYWOOD SOFFIT

1'-0

"

MIN

.

6"

MIN

.

8"

SIDING PER PLAN

BUILDING WRAP

7/16" OSB SHEATHING

2x6 STUDS, 16" O.C.

R-21 HD INSULATION

1x4

2x4 CAP (TRIM TO FIT)


THIN SET STONE VENEER

2'-0"

8" 8" 8"

1/2" GYPSUM

4" COMPACTEDGRANULAR MATERIAL

2"x24" R-10 RIGIDINSULATION (IF REQUIRED)

6 MIL. POLY. FILM

4" CONC. SLAB (MIN. 2500 PSI)

FINISH FLOOR

BASE MOULD

TREATED 2x6 PLATE, ANCHOREDW/ 1/2" DIA. BOLTS W/ 3x3WASHERS (6' O.C. AND 12" FROMCORNER - 7" EMBEDMENT)

CONCRETE FOOTING

SIDING PER PLAN

BUILDING WRAP

7/16" OSB SHEATHING

2x6 STUDS, 16" O.C.

R-21 HD INSULATION

1/2" GYPSUM


2"x24" R-10 RIGIDINSULATION (IF REQUIRED)

6 MIL. POLY. FILM


FINISH FLOOR

BASE MOULD

2'-0"

8" 8" 8"MIN

.

6"

1'-0

"

5/4x4


MIN

.

8"

TREATED 2x6 PLATE, ANCHOREDW/ 1/2" DIA. BOLTS W/ 3x3WASHERS (6' O.C. AND 12" FROMCORNER - 7" EMBEDMENT)

CONCRETE FOOTING

2'-0"

8"8"8"

SIDING PER PLAN

BUILDING WRAP

7/16" OSB SHEATHING

2x4 STUDS, 16" O.C.

1x4

2x4 CAP (TRIM TO FIT)


THIN SET STONE VENEER



1'-0

"

MIN

.

6"

MIN

.

8"

TREATED 2x4 PLATE, ANCHORED W/1/2" DIA. BOLTS W/ 3x3 WASHERS (6'O.C. AND 12" FROM CORNER - 7"EMBEDMENT)

CONCRETE FOOTING

2'-0"

2'-0"

2"

2"

TREATED 4x4

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

S5


The Pinnacle

Mountainside

1 1/2" = 1'-0"

SECTION 1 1 1/2" = 1'-0"

SECTION 2 1 1/2" = 1'-0"

SECTION 3 1 1/2" = 1'-0"

SECTION 4 1 1/2" = 1'-0"

SECTION 5

1 1/2" = 1'-0"

SECTION 6 1 1/2" = 1'-0"

SECTION 7 1 1/2" = 1'-0"

SECTION 8 1 1/2" = 1'-0"

SECTION 9

© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS 1 1/2" = 1'-0"

WOOD BRACKET DETAIL

SHEATHING NOTE:• SHEATH INSIDE WALL WITH 7/16" MIN. OSB,

NAILED W/ 8d NAILS AT 4" O.C.• SHEATH OUTSIDE WALL WITH 7/16" MIN.

OSB, NAILED W/ 8d NAILS AT 4" O.C.

BLOCKING AT EDGE OF SHEATHING

HEADER PER PLAN

4'-0"TOP PLATE

2 KING STUDS

BLOCKING BEHIND STRAPS

EXTEND GARAGE DOORHEADER TO KING STUDS

(NO

SPLIC

ES)

BO

TH

SID

ES

OF

WALL

FUL

L4'x

8'SHEET

OF

SHEATHIN

G

(2) SIMPSON CS22-R WRAPPED UNDERSILL PLATE ON BOTH SIDES (FASTENPER MANUF. SPECS) (OR (2) SIMPSONLSTHD8 INSTEAD OF CS22 STRAPS ANDANCHOR BOLTS)

BOTTOM PLATE(2) 1/2" ANCHOR BOLTS W/ 7"MIN. EMBEDMENT IN CONCRETE(IF MASONRY STEM WALL IS USED,SEE STEM WALL REINFORCEMENTDETAIL ON THIS SHEET.)

SIMPSON CS22-R NAILEDW/ 1-10d NAILS AT 2" O.C.

SOLID STUD PACKFOR BEARING

OUTLINE OFSHEATHING

ENGINEER DESIGNED PORTAL FRAME DETAILAT GARAGE OPENINGS W/ NARROW LUG3/8" = 1'-0"

VARIES (8" MIN.)

1'-6

"B

OTH

SID

ES

1'-0

"

GARAGE DOOROPENING

USE 7/16" OSB EXTERIORAND INTERIOR SHEATHING ONENTIRE WALL OF GARAGE.

7/16" OSB, NAILED W/8d NAILS AT 4" O.C.

PLAN VIEW3/4" = 1'-0"

BRACED WALL PANEL WITH 800 LB. UPLIFTCAPACITY ON 2ND OR 3RD STORY3/8" = 1'-0"

BRACED WALL PANEL

SIMPSON CS22 COILEDSTRAP W/ (12) 10d NAILS

2ND FLOOR

1ST FLOOR

FLOOR JOISTS

7"7"

SEE "1ST FLOOR-TO-CRAWLFOUNDATION HOLD-DOWNDETAIL" FOR CRAWL SPACEAPPLICATION

CONCRETE FOOTING

SIMPSON DTT2Z OREQUAL HOLD-DOWN

1ST FLOOR TO CRAWL FOUNDATION HOLD-DOWN DETAIL3/8" = 1'-0"

CORNER

PIERSILL

BAND

SIMPSONLTP4 PLATE

SIMPSONCS22 STRAP

PIER FOOTING

CORNER

BAND

SILL

SIMPSON LTP4

SIMPSON CS22CORNER STRAP

STEM WALL REINFORCEMENT3/8" = 1'-0"

TYPICAL STEM WALL SECTION3/8" = 1'-0"

FACE BRICK(OPTIONAL)

BRACED WALL PANEL

4" OR 8"CMU WALL

NOTE:GROUT ALL CELLS WHICH CONTAINREBAR AND THREADED RODS.

BRACED WALL PANEL

3"x3"x.25 WASHER

5/8" DIA. THREADED RODSEXTENDED INTO FOOTING

FOOTING

MIN. 2" CUT WASHERS3" COVER

48"M

AX.

48" OR LESS

GARAGE DOOR DETAIL3/8" = 1'-0"

LOW HEADER

FASTEN MULTI-PLY BEAM PERMANUFACTURERS RECOMMENDATIONS

SHEATHED FRAMING ABOVE TOPROVIDE LATERAL STABILITY TOTOP OF BEAM

FLOOR JOISTS PER PLAN

8d (0.113"x2.5") NAIL EACH SIDE OF JOIST OR BLOCKING.BLOCKING IS REQUIRED IF JOIST FRAMING IS PARALLEL TOBEAM. FRAMING IS TO BE SPACED 24" O.C. OR LESS

CONTINUOUS KING STUDS SHOULD BE NAILEDINTO END OF BEAM USING (6) 10d (0.131"x3")NAILS FOR BEAM <18" DEEP

BRACED WALL PANEL CONNECTION WHENPERPENDICULAR TO FLOOR/CEILING FRAMING3/8" = 1'-0"

CONTINUOS RIMOR END JOIST

(3) 16d @ 16" O.C.ALONG BRACEDWALL PANEL

BRACED WALL PANEL

8d @ 6" O.C. ALONGBRACED WALL PANEL

CONTINUOUS RIMOR END JOIST

ADDITIONAL FRAMINGMEMBER DIRECTLY ABOVEBRACED WALL PANEL


BRACED WALL PANEL


ADDITIONAL FRAMINGMEMBER DIRECTLY BELOWBRACED WALL PANEL

FULL HEIGHT BLOCKING@ 16" O.C.

(2) 16d NAILSEACH SIDE

(3) 16d @ EACHBLOCKING MEMBER

BRACED WALL PANEL

TOE NAIL (3) 8d NAILS ATEACH BLOCKING MEMBER

FULL HEIGHT BLOCKING @16" O.C. ALONG BRACEDWALL PANEL

BRACED WALL PANEL CONNECTION WHENPARALLEL TO FLOOR/CEILING FRAMING3/8" = 1'-0"

CONTINUOS RIMOR END JOIST


BRACED WALL PANEL


CONTINUOUS RIMOR END JOIST

PERPENDICULAR FRAMING

PERPENDICULAR FRAMING

FULL HEIGHT BLOCKINGCONTINUOUS ALONG LENGTHOF BRACED WALL PANEL


BRACED WALL PANEL


FULL HEIGHT BLOCKINGCONTINUOUS ALONG LENGTHOF BRACED WALL PANEL

INTERIOR BRACED GYPSUM PANEL (GB)3/8" = 1'-0"

FASTEN SHEETROCKTO BOTTOM PLATE

FASTEN SHEETROCK TO FRAMINGMEMBERS WITH NAILS OR SCREWS @7" O.C. MAX. SPACING. FASTENER TYPEPER NCRC TABLE R702.3.5 BOTHSIDES OF WALL

1/2" SHEETROCK

FASTEN SHEETROCKTO TOP PLATE

BRACED WALL PANEL HOLD-DOWN DETAIL3/4" = 1'-0"

FOOTING SIZE PER ENGINEER

2x6 SILL PLATE W/ 1/2" DIA. ANCHORBOLTS @ 6'-0" O.C. & WITHIN 12" FROMEACH CORNER (7" MIN. EMBEDMENTOR APPROVED ANCHOR STRAPS @EQUIVALENT SPACING)

(2) SIMPSON LTP4 FRAMINGPLATES SIDE BY SIDE OREQUIVALENT FRAMING PLATE

2x BOTTOM PLATE

SIMPSON CS22 COIL STRAPOR EQUIVALENT (24" MIN.)

7/16" OSB SHEATHING

FLOOR JOISTPER ENGINEER

CRAWL SPACE APPLICATION

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

S6


The Pinnacle

Mountainside

SS

SSS

S

S

SS3

SS3

SS

S S

S S

SS3

SS

S

SS3

SS3

S

SS 3S

SS 3

SSS

WP

WP

TV

TV

TV

TV

TJ

TJ

TJ

SS3

S

SS3

S

S

S

SS3SS3

WMDRY

DISP.DW

REFR

RANGE

R

R

R R

R R

R R

LT

FAN

LTFAN

LT

FAN

R RR

BEDROOM 2

BEDROOM 3

PORCH

DINING ROOMMASTER BEDROOM

MASTER BATH

BREAKFAST

LAUNDRY

SCREENED PORCH

KITCHEN

BATH 2

LT

FAN

LT

LIVING ROOM

SD

SD

SD

SD

SD CO

CO

R

R

R

KEYLESS LIGHT INATTIC STORAGE

INSTALL RINNAI TANKLESSWATER HEATER INSTORAGE CLOSET

E

P

R

ELECTRICAL SYMBOLS LEGEND

OVERHEAD LIGHT

OVERHEAD EYE-BALL LIGHT

OVERHEAD RECESSED LIGHT

OVERHEAD PENDANT LIGHT

PADDLE FAN WITH LIGHT KIT

PADDLE FAN

WALL MOUNTED LIGHT

110V WATER-PROOF EXTERIOR RECEPTACLE

FLOURESCENT LIGHT

TWIN SPOTS

EXHAUST FAN

EXHAUST FAN / LIGHT COMBO

TELEPHONE JACK

TELEVISION JACK

110V RECEPTACLE

110V SWITCHED RECEPTACLE

220V RECEPTACLE

110V FLOOR RECEPTACLE

SMOKE DETECTOR

CARBON MONOXIDE DETECTOR

1-WAY SWITCH

3-WAY SWITCH

4-WAY SWITCH

5-WAY SWITCH

WP

SD

CO

S

S3

S4

S5

TV

TJ

D DATA JACK

110V CEILING RECEPTACLE

Sheet Number

Drawn By:

Date:

Job No.

MT

8/2014

E1


The Pinnacle

Mountainside

1/4" = 1'-0"

FIRST FLOOR ELECTRICAL PLAN


Date post:	29-Sep-2018
Category:	Documents
Upload:	phamkhanh
View:	216 times
Download:	0 times

MOUNTAINSIDE HOMEBUILDERS - Fisher Realty · 8x8 treated wood column 36" high wood rail (

Documents