HomeMy WebLinkAboutCross Section plansNOTES:
1. PROVIDE HANDRAIL PER CODE"
2. MAINTAIN ro -8 MIN. HEADROOM
2X4 FRAMED WALL
PER CODE.
5/8" ANCHOR
BOLTS g T2° O.C.
BOLT"
3" VERIFY FINISH FLOOR MATERIALS
TREATED 2X8 PLATE
SILL SEALER
W/ CONTRACTOR 0 ADJUST AS
NECESSARY.
TOP OF FOUNDATION -
_ 4" CONC, PAD
4" VERIFY FLOOR -TO -FLOOR t RISER
°
GRANULAR FILL
DIMENSIONS W/ AS -BUILT CONDITIONS
Q
GRADE DETERMINED
PRIOR TO STAIR CONSTRUCTION.
PER CONTRACTOR
HORIZONTAL RE5AR-
04 a 24" O"C.
VERTICAL REBAR-
TOP OF FOOTING °
#5 9 24" O"C.
- - 6"X8" CONC. — S" POURED CONC,
GONG. FTG, FOUND. WALL
1Q TREADS (TYP.)
II
(2) 04 REBAR
NOSING (TYP.)
0
O
I 1 F. GAFRf" GE WALL
-
O
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SCALE: 1/4" = 1'-0"
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GUEST
STAIR SECTION
SCALE: 1/4" = I'-O"
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CROWN MOULDING
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DETAIL 2
DETAIL 3
CABINET ELEVATIONS
SCALE: 3/0 = 1 -Oil
ROOF TRUSSES PER MANUF.
1/2" ROOF SHEATHING
ROOF FELT
SHINGLES
INSUL, TO R-38
CORRUGATED BAFFLES
OR GREATER
HURRICANE STRAPS
DOUBLE TOP PLATE
TOP OF
\ i
PLATE - — -
- FLASHING
1/2" DDRYWALL5 GUTTER
1X8 FASCIA
2X8 SUB -FASCIA
SOFFIT
EAVE VENT
SECOND
FLOOR 2�X�I oLCS
R-13 INSUL,
I I 1/8" I -JOISTS
m 16" O.C.
3/4" SUB -FLOOR
TOP OF
� SUBFLOOR
MAIN LEVEL
1/2" DRYWALL
PROVIDE R-19
INSUL. a RIM
11 7/8" RIM BOARD
_
2X4 WALLS
I/2" STRUCTURAL
O
MAIN MIN, R-13
INSUL
SHEATHING
FLOOR
HOUSE WRAP
POLY -VAPOR
SIDING
BARRIER
II l/8" I -JOISTS
m Irall O.c.
PROVIDE MIN. R-19
TOP OF 3/4" SUB -FLOOR
NSUL. a RIM
SUBFLOOR
15/8"xll 7/8° RIM BOARD
2X8 TREATED SILL
TOP OF
_
FOUNDATION 5/8" ANCHOR
1/2"x8" SILL
BOLTS PER CODE
SEALER
_
O
VINYL -BACKED
HORIZONTAL REBAR-
R-21 INSUL.
04 9 22" O.C.
4'-O" HIGH POURED
VERTICAL REBAR-
TOP OF CONC. FOUNDATION
•5 m 18" O.C.
FOOTING
o WEATHERPROOF
GRANULAR FILL
BELOW GRADE
6mm POLY - SEALED
16"x8" CONT"
FTGS B SEAMS
GONG. FTG.
(2) 04 REBAR
T%I'P,
CRAWL, SPACE
WALL, SECTION
SCALE: 1/4" = 1'-0"
TYPICAL TRUSS ROOF:
SHINGLES
ROOF UNDERLAYMENT
I ROW ICE E WATER GUARD
1/2" OSB SHEATHING c/w 'H' CLIPS
2x12 RIDGE BLOCKING
ROOF TRUSSES PER MANUFACTURER
2x4 RIBBON TIES
MIN, R-38 INSUL"
6 mill POLY V"B"
1/2" DRYWALL
TAPED E SANDED
(P
FLOOR FRAMING
PER PLANS
BLOCKING FOR
LAG BOLTS
RIM JOIST / BD.
SEE PLANS FOR
2X(o WALKOUT W,
FOOTING SIZES
MY4IN
FLOOR
3/4" SUB -FLOOR
-JOIS77:::� 1,
TOP OF
SUB33333�LOOR
TOP OF_ _
FOUNDATION BLOCKING
1/2" —
DRYWALL
f3ASEMENT 2X6 WALLS
TREATED 2X6 PLATE
4' CONC. FLOOR
3P OF FOOTING o
6-MM POLY -VAPOR
BARRIER 16"x8" CONT.
GRANULAR FILL CONC, FTC,
TYP 2Xro 5EARINCH WALL
SCALE: 1/4" = 1'-0"
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CONTIN.
PIECE OF SIDING BELOW
LAG BOLTS PER TABLE
DECK LEDGER DETAIL
SCALE: 1/2 1'-011
DECK LEDGER BOLTING SCHEDULE
JOIST SPAN
(oI
8'
10'
12'
14'
16'
BOLT SIZE
1/2''
1/2''
1/2"
1/2"
1/2"
5/5"
BOLT SPACING
24"
la"
16"
12"
12"
12"
TYPICAL SECOND FLOOR
FINISHED FLOOR ON
3/4" TEG OSB SUBFLOOR
NAILED d GLUED
11 -1/8" I -JOISTS 10 16" c.c. w/
1/2" DRYWALL
TAPED 8 SANDED
TYPICAL 2x4 SIDING EXT. WALL:
LAP SIDING
AIR S WATER BARRIER
1/2" OSB SHEATHING
2x4 STUDS IT 16" o.c"
MIN" R-13 INSUL"
6 mil POLY V.B.
1/2" DRYWALL
TAPED s SANDED
TYPICAL SILL ASSEMBLY:
5/8" DIA" ANCHOR BOLT m 12" o.c. MIN.
2x8 TREATED SILL PLATE
8"SILLGASK£T - ---------
- — - — - — - — - — - — -
Naml
D"
OGRADE DETERMINED D 11
PER CONTRACTOR
P ,
8" POURED GONG,
TOP OF FOOTING -11 _--�a—__—__—_---
1 2-
FOUNDATION
--------------------
VERTICAL REBAR-
#5 16" O.C.
HORIZONTAL
REBAR-(5)
#4 a 24" O.G.
------------------------------
°
(2) #4 REBAR
lro"x8" CONT. CONC. FTGS,
TO BELOW FROSTLIKE
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cj
f7
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J
�O TREAD
n
NOSING
tu
�"--=ftao
GROSS SECTION
SCALE: 1/4" = 1' O"
ROOF FELT
1/2" ROOF SHEATHING
SHINGLES
ROOF TRUSSES PER
2X4 OUTLOOKERS 9 48" O"C"
MANUFACTURER
x,
FLASHING
1/2"XS" FASCIA
2X8 BARGE RAFTER
SOFFIT
GABLE END TRUSS
INSUL" TO R-38
OR GREATER
:LJ
TOP OF PLATE
1/2" DRYWALL
SIDING
D�
R-13 INSUL. HOUSE WRAP
2X4 WALLS
STRUCTURAL
SHEATHING
POLY -VAPOR
BARRIER
T'�'}='. C Ll�ll� SECTION
SCALE: 1/411 = I' O"
-2x4 STUDS a 16" o.c.
TREATED 2x4 SILL PLATE
5/8" ANCHOR BOLTS a 16" o.c.
CMU PIER
43x48x24
CONC. PAD
•4 REBAR a 12"
° . o a EACH WAY
.o
WOOD FRAMED COLUMN
FOOTING DETAIL,
SCALE: 1/4" = 1'-0"
INSUL. TO R-38 --
OR GREATER
TOP OF PLATE
2X4 WALLS
ip a 16" O.C.
SECO ND R-13 INSUL,
of nn;z)
11 -1/8" I -JOISTS g 16" O.C.
3/4" SUB -FLOOR
TOP OF
SUBFLOOR
MAIN LEVEL
PLATE LINE
1/2" DRYWALL
2X4 WALLS
16" O.C.
MAIN
ROOF TRUSSES PER MANUF.
,-I/2" ROOF SHEATHING
/ROOF FELT
SHINGLES
��CORRUGATED BAFFLES
HURRICANE STRAPS
1/2"XS" FASCIA
2X6 SUB -FASCIA
SOFFIT
EAVE VENT
PROVIDE R-19
INSUL. s RIM
II 7/8" RIM BOARD
' POLY -VAPOR
SIDING
O BARRIER
FLOOR
HOUSE WRAP
1/2" OSB SHEATHING
Il '1/8" I -JOISTS m 16" O.C.
3/4" SUB -FLOOR
PROVIDE R-19
INSUL, Is RIM
TOP OF
SUBFLOOR
II T/8" RIM BOARD
TOP OF
u °
FOUNDATION 5/8 ANCHOR
1/2"x8" SILL
'I
BOLTS m �2 O.C"
SEALER
s
2x8 TREATED SILL
HORIZONTAL REBAR-
(5) 04 6 24" O.C.
WEATHERPROOF
VERTICAL REBAR- 4
Oi01
BELOW GRADE
BASEMENT �
8"x9'-O" HIGH
POURED CONC.
FOUNDATION
4" GONG. FLOOR
16"x8" CONT.
TOP OF FOOTING o -" 6
CONG, FTG,
1111
DRAIN TILE 6
6mm POLY VAPOR -BARRIER
GRAVEL FILL
4" GRANULAR FILL
(2) 04 REBAR
T�I'P. UJ��� SECTION
SCALE: 1/4" = I' O"
STAIR NOTES:
1" PROVIDE HANDRAIL PER CODE.
2. MAINTAIN 6'-S" MIN. HEADROOM
PER CODE,
3, VERIFY FINISH FLOOR MATERIALS
W/ CONTRACTOR 8 ADJUST AS
NECESSARY.
4, VERIFY FLOOR -TO -FLOOR d RISER
DIMENSIONS W/ AS -BUILT CONDITIONS
PRIOR TO STAIR CONSTRUCTION.
_SECOND LEVEL PLATE LINE— �-
- _ SECOND LEVEL FLOOR LINE
- — - — - — - — - — - — - - — - — - — - — - — -
- - - - - MAIN LEVEL PLATE LINE
- — - — - — - — - — - — - - - — - — - — - — - — -
TYPICAL FIRST FLOOR:
FINISHED FLOOR ON O
- 3/4" T8G OSB SUBFLOOR
- NAILED t GLUED
11 -7/5" I -JOISTS m 16" o.c" w/
1/2" DRYWALL
_ - TAPED t SANDED
9 _ = MAIN LEVEL FLOOR LINE
- — - — - — - — - — - — - — - — - — - — -
_ - TOP OF FOUNDATION
TYPICAL BASEMENT FLOOR: "'_iL
4" CONCRETE SLAB
6mm POLY VAPOR BARRIER
4" COMPACTED GRANULAR FILL
PRELIM
06-14-24
FINAL
O(o-18-24
REVISION
0 2024
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