mountainside homebuilders - fisher realty · 8x8 treated wood column 36" high wood rail (
TRANSCRIPT
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
Mountainside Homebuilders
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
© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS
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)
REVERSE BOARD& BATTEN SIDING
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
REVERSE BOARD& BATTEN SIDING
HORIZONTAL LAPPED SIDING
HORIZONTAL LAPPED SIDING
5/4x6 HEAD5/4x4 SURROUND
8
12
8
12
8
12
CONTINUOUS RIDGE VENT
CONTINUOUS RIDGE VENT
6S5
FLO
OR
TO
TO
PPLATE
9'-1
1/2"
FLO
OR
TO
WIN
DO
WHEAD
7'-0"
16' X 7' GARAGE DOOR
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
REVERSE BOARD& BATTEN SIDING
REVERSE BOARD& BATTEN SIDING
8
12
5/4x4 TRIM
5/4x6
CONTINUOUS RIDGE VENT
CONTINUOUS RIDGE VENT
5S5
FLO
OR
TO
WIN
DO
WHEAD
7'-0"
FLO
OR
TO
TO
PPLATE
9'-1
1/2"
1'-0"
CORROSIONRESISTANTFLASHING
CORROSIONRESISTANTFLASHING
5/4" X 3 1/2"
CORROSIONRESISTANTFLASHING
CORROSIONRESISTANTFLASHING
1
8
12
5/4x4 CORNER STILE (TYP.)
5/4x45/4x45/4 x10
Sheet Number
Drawn By:
Date:
Job No.
MT
8/2014
A2
Mountainside Homebuilders
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.
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. DOWNSPOUT SIZE AND LOCATION TO BE DETERMINED ON SITE BYGUTTER CONTRACTOR.
6. FLOOR TO TOP PLATE FIRST FLOOR = 9'-1 1/2"7. 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
© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS
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
CONTINUOUS RIDGE VENT
CONTINUOUS RIDGE VENT
4S5
Sim
FLO
OR
TO
WIN
DO
WHEAD
7'-0"
FLO
OR
TO
TO
PPLATE
9'-1
1/2"
5/4x4
CORROSIONRESISTANTFLASHING
CORROSIONRESISTANTFLASHING
5/4x45/4 x4
CORROSIONRESISTANTFLASHING
CORROSIONRESISTANTFLASHING
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
REVERSE BOARD& BATTEN SIDING
REVERSE BOARD& BATTEN SIDING
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
CONTINUOUS RIDGE VENT
CONTINUOUS RIDGE VENT
CONTINUOUS RIDGE VENT
FLO
OR
TO
WIN
DO
WHEAD
7'-0"
FLO
OR
TO
TO
PPLATE
9'-1
1/2"
16' X 7' GARAGE DOOR
CORROSIONRESISTANTFLASHING
CORROSION RESISTANT FLASHING
5/4x4
CORROSIONRESISTANTFLASHING
5/4x4 CORNER STILE (TYP.)
COMP. SHINGLES
Sheet Number
Drawn By:
Date:
Job No.
MT
8/2014
A3
Mountainside Homebuilders
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.
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. DOWNSPOUT SIZE AND LOCATION TO BE DETERMINED ON SITE BYGUTTER CONTRACTOR.
6. FLOOR TO TOP PLATE FIRST FLOOR = 9'-1 1/2"7. 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
© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS
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
Mountainside Homebuilders
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
© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS
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
Mountainside Homebuilders
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.
© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS
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.
ROOF TRUSSES, 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
Mountainside Homebuilders
The Pinnacle
Mountainside
1/4" = 1'-0"
FIRST FLOOR CEILING FRAMING PLAN
© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS
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
BRACED WALL LINE #2 4.2 FT 27.4 FT
BRACED WALL LINE #3 8.0 FT 31.0 FT
BRACED WALL LINE #4 8.0 FT 35.6 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
Mountainside Homebuilders
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 SOFFIT VENT 12'-0" LONG
2" CONTINUOUS SOFFITVENT 12'-0" LONG
2" CONTINUOUS SOFFIT VENT 8'-0" LONG
2" CONTINUOUS SOFFIT VENT 22'-0" LONG
2" CONTINUOUS SOFFITVENT 16'-0" LONG
CONTINUOUS RIDGEVENT 16'-0" LONG
CONTINUOUS RIDGEVENT 60'-0" LONG
CONTINUOUS RIDGEVENT 18'-0" LONG
CONTINUOUS RIDGEVENT 22'-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 SOFFIT VENT 7'-0" LONG
2" CONTINUOUS SOFFITVENT 6'-0" LONG (IN RAKE)
2" CONTINUOUSSOFFIT VENT8'-0" LONG
2" CONTINUOUSSOFFIT VENT3'-0" LONG
2" CONTINUOUS SOFFITVENT 6'-0" LONG (IN RAKE)
2" CONTINUOUS SOFFITVENT 6'-0" LONG (IN RAKE)
2" CONTINUOUS SOFFITVENT 6'-0" LONG (IN RAKE)
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.)
12"x24" GABLE VENT(NET FREE AREA: 230 S.I.)
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
Mountainside Homebuilders
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
ROOF TRUSSES, 24" O.C.
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.
FOIL BACK 5/8" UNDERLAYMENT
"TITANIUM" ROOFING FELT
COMPOSITION SHINGLES
ROOF TRUSSES, 24" 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
FOIL BACK 5/8" UNDERLAYMENT
"TITANIUM" ROOFING FELT
COMPOSITION SHINGLES
ROOF TRUSSES, 24" O.C.
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
ROOF TRUSS CLIPPER ROOF TRUSSMANUFACTURER
3/8" PLYWOOD SOFFIT
GUTTER
2" CONT. VENT
1x10
6x6 TREATED WOOD POST
FOIL BACK 5/8" UNDERLAYMENT
"TITANIUM" ROOFING FELT
COMPOSITION SHINGLES
ROOF TRUSSES, 24" O.C.
BLOCKING
1x8
9'-1
1/2"
MAIN
HO
USE
FLO
OR
TO
BO
TTO
MO
FTR
USSES
1'-0
3/1
6"
(2)2x10
ROOF TRUSS CLIPPER ROOF TRUSSMANUFACTURER
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
"TITANIUM" ROOFING FELT
COMPOSITION SHINGLES
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
FOIL BACK 5/8" UNDERLAYMENT
"TITANIUM" ROOFING FELT
COMPOSITION SHINGLES
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.
ROOF TRUSS CLIPPER ROOF TRUSSMANUFACTURER
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)
CORROSION RESISTANT FLASHING
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
4" COMPACTEDGRANULAR MATERIAL
2"x24" R-10 RIGIDINSULATION (IF REQUIRED)
6 MIL. POLY. FILM
4" CONC. SLAB (MIN. 2500 PSI)
FINISH FLOOR
BASE MOULD
2'-0"
8" 8" 8"MIN
.
6"
1'-0
"
5/4x4
CORROSION RESISTANT FLASHING
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)
CORROSION RESISTANT FLASHING
THIN SET STONE VENEER
4" COMPACTEDGRANULAR MATERIAL
4" CONC. SLAB (MIN. 3000 PSI)
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
Mountainside Homebuilders
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
(3) 16d @ 16" O.C.ALONG BRACEDWALL PANEL
BRACED WALL PANEL
8d @ 6" O.C. ALONGBRACED 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
(3) 16d @ 16" O.C.ALONG BRACEDWALL PANEL
BRACED WALL PANEL
8d @ 6" O.C. ALONGBRACED WALL PANEL
CONTINUOUS RIMOR END JOIST
PERPENDICULAR FRAMING
PERPENDICULAR FRAMING
FULL HEIGHT BLOCKINGCONTINUOUS ALONG LENGTHOF BRACED WALL PANEL
(3) 16d @ 16" O.C.ALONG BRACEDWALL PANEL
BRACED WALL PANEL
8d @ 6" O.C. ALONGBRACED 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
Mountainside Homebuilders
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
Mountainside Homebuilders
The Pinnacle
Mountainside
1/4" = 1'-0"
FIRST FLOOR ELECTRICAL PLAN
© COPYRIGHT 2014 MOUNTAINSIDE HOMEBUILDERS