HomeMy WebLinkAbout131 Lewis Road SecctionCONTINUOUS RIDGE VENT SEE INTERSECTING GABLE
I ROOFIDORMER DETAIL,
— SEE SHEET A4
RIDGE BEAM AS NECESSARY 2 X 10 MINIMUM
i
1 X 6 COLLAR TIES @ 4'-0" O.C. WITHIN TOP 113 OF ATTIC i
I
FIBERGLASS ASPHALT ;
ROOF SHINGLES (30 YR.)
I
12 1
15# ROOFING FELT
7 ATTIC- NO STORAGE
1/2" CDX. PLYWOOD
SHEATHING
2 X 8 RAFTERS @ 1611R-38 FIBERGLASS H2.5 HURRICANE CLIP
O.C. BATT INSULATION TYP. ON EACH RAFTER,
2 2 X 4 CONTINUOUS 2X8 CEILING I ) SEE SHEET A4
TOP PLATE JOISTS @ 16"
CONTINUOUS DRIP EDGE O.C.
2ND FLR. TOP PLATE
ALUMINUM GUTTER
1 X 8 FASCIA 1 X 3 STRAPPING �— (2) 2 X 4 TOP
112" GYPSUM BOARD @ 16" O.C. PLATE
SOFFIT WITH
CONTINUOUS VENT LVL HEADER, SEE PLAN LVL HEADER, SEE PLAN
VIEWS
I VIEWS
(2) 2 X 4 CONTINUOUS
-TOP PLATE 2 X 4 @ 16° O.C. 2ND FLOOR
WINDOW
TYVEK BUILDING WRAP OVER WINDOW I
�-
112" CDX PLYWOOD SHEATHING
WITH CEDAR SHINGLE SIDING
- I -
2 X 4 CONTINUOUS314„ T & G ADVANT ECH SUBFLOOR 112 X 4 BOTTOM
BOT. PLATE 1X4 BASEBOARD RING NAILED &GLUED PLATE
2ND FLR. SUBFLOOR
-2 X 10 RIM JOIST _
1ST FLR. TOP PLATE
(2) 2 X 4 CONTINUOUS l ?— (2) 2 X 4 TOP
TOP PLATE.---- .. PLATE
2 X 10 SOLID BLOCKING I FIRST FLOOR HEADERS/DOOR
FIRST FLOOR HEADERS BETWEEN FLOOR JOISTS TO BE REPLACED WITH TWO
TO BE REPLACED WITHTWO 1:75"X5.5" LVL
1.75"X5.5" LVL 2 X 10 FLOOR JOISTS
1 ST FLOOR
@16” O.C.
EXISTING ANDERSON 1
WINDOWS -
Z X 4 @ 16 O.C.
2 X 4 STUDS @ 16" O.C. WITH
R-21 SPRAY INSULATION —�� 2 X 8 FLOOR JOISTS @
/ 16" O.C. I I
2 X 4 CONTINUOUS
I % — 314" SUBFLOOR
BOT. PLATE --- i 2 X 4 BOTTOM
./ PLATE
1ST FLR. SUBFLOOR
-------- ------
_ t
2X8 RIM JOIST _-- — lo
- -- �
TOP OF FOUNDATION ------
-- ----
- — — — -- - 47.25 BEAM WITH TWO ,
1.75X7.25 LVL (POSTED
_ r _
EVERY fi WITH 6X6 POSTS OR
411—if
R I I III I! f III III, ._
—__ _—
_ _ =I. LALLY COLUMN) LE 2X8 BEAM POSTED f I=1 I=III I �—
_I ,III—I 1 III III III , I __ TRIP _ =1 I— 1 =1 = III=Ia � l l III I1 I � IIII I I� I I I I i WITH sX6 POSTS
�;, , �--� I I �_
FINISH GRADE - ill TWO 2X6 BEAM (=III —111 I I
�- POSTED EVERY 5' WITH 4X4 =1 I I I
4' POURED CONC. ) III POSTS
FNDN.WALL, 8 IN. THICK — it I -1 11---111=1 I i-1 I -1 11 I-1
„ = — I—III=�
WITH #4 REBAR 12 Q C V+H --- _'. I I( I I I I—I I I—III—III I—III-- — BASEMENT FLOOR
=11!=11i=) 1=I 11=III=1�= 1=III=11i- - 6' CORE -FILLED I a -- T COREFILLED
I=1 I=III .I 11=1.1.- I I I-1 11=1 11=11_I=1 a CMU FNDN. WALL
K BY 16"W CMU FNDN. WALL
12 THIO --! !---_ -
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DATE REVISIONS
8/2/16 BUILDING PERMIT
DESIGNER: JW13
DRAWN BY: JWB
FILE: secondstory.dwg
SCALE: 1/4" = 1'
(AT 24"X36")
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