HomeMy WebLinkAbout1 Windswept Path plan 5H2.5A
(4) 11 Z" x 1 J" LVL
TO SPAN 16'--\
2 x 8 NAILER W/ (2)
LEDGERLOK @ STUDS
W/LSSU28
2 x 8 ROOF RAFTERS
@ 16" O.C.
11-011
H2.5A
(3) 2 x 10 BEAM
2x8@16"O.C.—
5'-0"
3'-1 "
101-0 �4_
4" T&6 PLYWOOD
SUB -FLOOR
CLG TO REMAIN
9.5" TJ1230 @ 16" D.C.
8y4„
3'-„
5'-011
VERIFY BLOCK JST.
OVER EXT. WALL 00,
13'-3%"
APPROX.
SECTION C-C
SCALE:1/4"=1'
-6'-1 Y4"
H2.5A
I I I`—ABU BASE W/8" 2 x 8 NAILER W/ (2)
(2) 2x12 W/ 2x8 FULL LENGTH OF 4,-0„ I I ANCHOR BOLT LEDGERLOK 16" O.C.
PORCH (TYP. BOTH PORCHES) W/LU28
L —8" BF24 BIGFOOT
FOOTING
5'-10"
OPT. FRONT PORCH SECTION
SCALE:114"=1'
10'-0" EXISTIN
x
HANDRAILINGS TO BE
INSTALLED PER CODE
36" MIN. HEIGHT
CONT. RIDGE VENT
TYPICAL
(2) 2x12 RIDGE BEAM
12
a8
-10'-8y2"
2x10@16"D.C.
(2)11.875" LVL BEAM x
±16' SPANNING OPEN AREA
FLUSH ON BOTTOM. 2 x 8 NAILER W/ (2)
(3) 2 x 8 HEADER LEDGERLOK @ STUDS
TYPICAL U.N. WASSU28
6'-10y2„ 6'-1 /4" 8,_1y8„
TYP. HEADER 2 x 6 EXT. NEW
HEIGHT WALLS
_
4" T&G PLYWOOD
SUB -FLOOR
9.5"x 3.5" LVL BEAM
9.5" T11230 @ 16" O.C.
CUSTOM BUILT STAIRCASE:
MANUFACTURER TO PROVIDE
ATTACHMENT HARDWARE
2 2 x 10 BLOCKING
(3) 2 x 10 BLOCKING T
AT BASE
OF STAIRS
AT EACH COLUMN
14'-1y2 n
1'-211
—151-3y211
(7) 3 }'STEEL TALLY COLUMN
(7) 20" x 20" x 10"
CONCRETE FOOTING
26'-0" EXISTING
I I I I I
i t I I i t
I I I I I
7'-611 7'-6"
SECTION D-D
SCALE:1/4"=1'
SECTION A -A
SCALE:1/4"=1'
2x6 EXT. W
OPTIONAL REAR
PORCH
m
11-0 11
(3) 2 x
7'--A'//Z
71-0�411 VERIFY
(2) 2x10 W/ 2x8 FULL LENGTH OF
PORCH (TYP. BOTH PORCHES)
II
2 x 8 NAILER W/ (2)
i i I LEDGERLOK 16" O.C.
l W/LU28
i�--5'-10"
BALLOON FRAME
GABLE WALL
2x10 ROOF RAFTERS @ 16" O.C.
16'-011
BA HANGERS TYP. (2) LEDGERLOK @ 16" O.C.—
2) 2x8 P.T.BEAM �' SUB -FLOORING 2x10 NAILER—�
P.T.2x10 @ 16" O.C.
SIMPSON LU210 /
411" i 4" P.T. PLYWOOD I HANGER TYP.—/
MIN.
ABU66 "(4, (6) 10" BF24 x 48"H
L — — ANCHOR BOLTS L — BIGFOOT FOOTING
7'-9" 7'-911
SECTION E-E
SCALE: 1/4"=1'
CONT. RIDGE VENT
TYPICAL
(3)14'x3.8LVL
RIDGE BEAM
12 8
1a
2x10@16"O.C.
1'-011
H2.5A
BALLON FRAME GABLE WALL
8'-1y8"
8'-4"
(2) #4 REBAR CONTINUOUS
2" CLEAR MIN. TYPICAL
1
4'-0"
1011
8
EXIST. 2x4 EXT. WALL
EXIST. 4" SUB -FLOORING
EXIST. 2x10 FLOOR JOISTS
10" EXIST. FOUND.
5u
9'-611
8'-1�8" 8'-11/8"� 4'-7y8„
O
9.5" TJ1230 @ 16" D.C. 5'-0„ 2 x 6 EXT. NEW
f" T&G PLYWOOD WALLS
SUB -FLOOR
9.5" x 1.25" LVL RIM BOARD
(3) 14" x 11 j LVL BEAM (3) 1 j" x Ili LVL HEADER
SEE APA PORTAL, SK.2 W/ CODE CHK. LIST
WIND BLOCKING: 2 BAYS
@ 4' O.C. EACH LEVEL TYP.
J" O ANCHOR BOLTS @ 24"
CTRS w/ 3x34' PLATE
WASHER TYP. NEW
FOUNDATION
L — J
(3)#4 REBAR CONTINUOUS
3" OFF BOTTOM OPTIONAL
$" FIRE -CODE DRYWALL
INSTALLED ON CEILING &
3.5" STL. LALLY COLUMN COMMON FRAMED WALLS IN
ON 24" x 24" x 10" FTG. GARAGE, PER INT. CODE
R302.6
4" CONCRETE SLAB ON A 10 MIL
VAPOR BARRIER OVER 6"
COMPACTED GRAVEL BASE
SLOPED" PER 12" TOWARDS
DOORS
-8'-0"
24'-0'
SECTION B-B
SCALE: 1/4"=1'
N.
(2) #4 REBAR CONTINUOUS
2" CLEAR MIN. TYPICAL
OF h4A
r MICHELE
CUDILO
O No, 34774
STRUCTU
w
jv
9/23/22 FOR
STRUCT. ONLY
NOTES:
1. SEE CODE CHECKLIST
FOR SPECS, ETC,