1. 6"MIN.
4"1'-0"8"
7.9"
7.6"
10"
10"
12
7
1'-0"
12
7
12
7
2'-0"
1'-0"
2'-0"
8'-1"
1'-0"
4"
INSUL. STOP
VENTILATED SOFFIT
PRE-ENGINEERED
14" FLUSH MICRO-
LAM BEAM
5
8" FLR. PLY SUBFLOOR
ON 2" x 10" D/F #2
JOISTS @ 16" O.C.
EXT. CLADDING ON 3
8"
PLY. SHEATHING ON 2" x 6"
STUDS @ 16" O.C. C/W R20
BATH INSUL. ON 1
2" DRYWALL
8" REINF. CONC.
FOUNDATION WALL C/W
2" x 4" @ 16" O.C. PERIM.
STRAPPING & R12
BATH INSULATION
4" CONC. BSMT.
SLAB ON COMPACTED
GRAVEL FILL
4 - 2" x 10" D/F #2
B.U. BEAM
2" x 6"
BEARING
WALL
STRIP FOOTING
4" REINF. CONC. GARAGE
SLAB ON COMPACTED FILL
(SLOPED DOWN TO O.H. DOOR 4")
8" x 24" REINF. CONC.
GRADE BEAM ON 10" Ø
PILE TO 10' - 0" MIN. DEPTH
PRE-ENGINEERED GARAGE
ROOF TRUSSES @ 2' - 0" O.C.
TOP OF BASEMENT SLAB
TOP OF MAIN FLOOR
BASEMENT CEILING
FINISHED GRADE
TOP OF UPPER FLOOR
MAIN FLOOR CEILING
UPPER FLOOR CEILING
7'-9"
1'-10"
10"10"8'-1"7'-103
4"
ROOF PEAK
GARAGE FLOOR
GARAGE CEILING
GARAGE ROOF PEAK
PRE-ENGINEERED ROOF
TRUSSES @ 2' - 0" O.C.
R4O BATT
INSULATION
7'-8"
8'-8"6'-51
4"
8"4"
8"
1'-4"
5"
1'-0"CURB
11
2"(38)
TYP.
11
2" (38)
5"
1'-0"CURB
11
2"(38)
TYP.
11
2" (38)
1'-0"CURB8"
11
2"(38)
TYP.
11
2" (38)
TYPICAL WOOD FRAME
CONSTRUCTION ABOVE
D1
JLO/A7
DETAIL 1
SCALE - 1" - 1' - 0"
S
JLO/A7
BUILDING SECTION 'A'
SCALE - 1/4" - 1' - 0"
D1JLO/A7
MOLDED PLASTIC DRAINAGE LAYER DAMP PROOFING ≡
POURED CONCRETE FOUNDATION WALL (AB) 200 mm (8") ≡
POLYETHYLENE (MB) PERFORATED ABOVE GRADE 0.15 (6 mil.) ≡
38 x 140 mm (NOMINAL 2"x4") STUDS @ 4OO mm (16") O.C. ≡
FIBERGLASS INSULATION RSI 2.11 (R-12) ≡
POLYETHYLENE (VR) ≡
GYPSUM BOARD 12.7 mm (1
2") ≡
UNDERSLAB POLYETHYLENE
(VR & MB) BOND BREAK
SEALANT
DAMPPROOF COURSE
EXTEND DAMPPROOFING TO EDGE
OF FOOTING AND UNDER WALL
GRAVEL FILL
100 mm. (4") DRAINAGE PIPE
WITH FITRECLOTH WRAP
CONCRETE FOOTING
≡ CONCRETE SLAB (AB) 100 mm (4")
≡ POLYETHYLENE (VB) AND (MB)1.0 mm
≡ POLYSTYRENE INSULATION
≡ CRUSHED STONE LAYER
≡ UNDISTURBED SOIL
D2
JLO/A1
DETAIL 2
SCALE - 3/4" - 1' - 0"
D1
JLO/A1
DETAIL 3
SCALE - 3/4" - 1' - 0"
D4
JLO/A1
DETAIL 4
SCALE - 3/4" - 1' - 0"
WALK-IN
CLOSET
KITCHEN
UNFINISHED
BASEMENT
FOYER GARAGE
2"x4" PWF LADDER
SILL, TYPICAL
TYPICAL 8"x24" (203x610) CONCRETE
GRADE BEAM REINFORCED WITH
2-15M TOP & BOTTOM C/W 10M TIES
@ MAX. 24" (610) O.C.
TYP. FLOOR SLAB
CONSTRUCTION
(SEE FOUNDATION PLAN)
4"x8" (203x610) VOID FORM
CONTINUOUS, TYPICAL
BETWEEN PILES
TYP. 10" (305) Ø x 10'-0" LG
CONCRETE PILE R/W 2-15M
VERTS FULL HEIGHT
( EXTENDED 22" (560) UP
INTO GRADE BEAM )
2"x4" PWF LADDER
SILL, TYPICAL
TYP. FLOOR SLAB
CONSTRUCTION
(SEE FOUNDATION PLAN)
TYPICAL WOOD FRAME
CONSTRUCTION ABOVE
TYPICAL 8"x24" (203x610) CONCRETE
GRADE BEAM REINFORCED WITH
2-15M TOP & BOTTOM C/W 10M TIES
@ MAX. 24" (610) O.C.
TYP. FLOOR SLAB
CONSTRUCTION
(SEE FOUNDATION PLAN)
DROP TOP OF GRADE
BEAM & POUR SLAB
THROUGH AT DOOR
LOCATIONS
DROPPED GRADE BEAM
REINFORCED WITH 2-15M
TOP & BOTTOM CONT.,
(EXTEND A MIN. 30" (750)
BEYOND OPENING EACH
SIDE) C/W 10M TIES @ 6"
(152) O/C
4"x8" (203x610) VOID FORM
CONTINUOUS, TYPICAL
BETWEEN PILES