HomeMy WebLinkAbout03070013.2COMPOSITION SHINGLES ON
30# FELT OVER 1/2" DECKING
12
ARIES INSULATION BAFFLE
ROOF RAFTERS 12, 0 SIDING / Is' 0 BRICK
N 2X4 OUTLOOKS ® 24" O.C.
R-38 BLOWN INSULATION 1X6 FASCIA (TMP)
(TYP IN ATTIC) _ t
2-2X12 WINDOW HEADER
(TYPICAL)
3/4" PLYWOOD SUBFLOOR
FLOOR JOISTS
2X4 STUDS ® 16" O.C.
R-13 BATT INSULATION
(TYP IN WALLS)-
1/2-
ALLS)-1/2" GYP. BD. (TYP)-
8" V BLOCK—
OR CONC.
4" FILL UNDER 6 MIL
VAPOR BARRIER
16"x8" CONCRETE FOOTING
�-- HARDBOARD SOFFIT
W/ SOFFIT VENTS
1X6 FRIEZE BD. (TYP)
WALL CONSTRUCTION-
HORIZONTAL LAP SIDING OVER
R
= 0.13
TYVEK HOUSEWRAP OVER
R
= 0.58
`7/16" OSB SHEATH'G OVER
R
= 3.50
`2 x 4 WOOD STUDS 16" O.C.
R
= 0.45
WITH R-13 BATT INSULATION
R
= 13.0
2 MIL VAPOR BARRIER
R
= 0.68
1/2" PAINTED DRYWALL
R
= 0.73
TOTAL R—VALUE =
R
= 19.07
2X4 TRTD. SILL PLATE
W/ 1/2" ANCHOR
BOLTS
® 48" O.C.
WEEPHOLES >/=
3/16"
DIA. AT MAX 33' O.C.
T.O. FOUND. WALL
m MASONRY FLASHING AS REQD.
N. GRADE
8" MASONRY OR
CONC. WALL
TYPICAL WALL SECTION
SCALE: 1/2" = 1'-0"
O O
FAUN
NO SCALE
BW OM
PER PLM
b
mi
0
DATION WALL
PM
O
TYPES
i`
N
O
40w
14!-V 22--10-
f-Ir 2'-4' S 4' 2-4* 32°-4
6 x 6 STAGGERED TIMBERS
O(STAGGER 3')
E
WNDOW Y O 16" X 8' CON17NOUS CONC. FOOTING
/ DROPPED LVLSIDE
\
14'-Y / HORIZ 12°-5 1/2•
I II � II 2/0
I
I
___I►
M #4� 11 i BEDROOM #S
BEDROOM #3 BEDROOM
CARPET
CARPET VI I
I I UNFlNISHED 2/0 8'—G' CEILING
8'—V CEIUNG vP,s
I I PLUMBING
ABOVE 2'-0• x 7-O• x 1' -Cl'TH.
(TYP-) 1:6 CONCRETE PAD
Az ON UNDISTURBED SOIL
Jr a POWT LOAD
2/6 FROM ABOVE
I I 2'-0' x 2'-0' x ,'—o`T,I. \0
, 2'-0• x 2'-0' x-
4'-10 3/8' 8'-0 1/8" 1'-3 1/ CONCRETE PAD —� �� CONCRETE PAD
ON UNDISTURBED SOIL I ON UNDISTURBED SOIL ` 2/4
—POINT LOAD
ABOVE
SH LVL
— —\ \ �'. J.�ti� 2/ — — — —
J
2/6 9'-2 5/8 5"-3 1/4• g;L iR/1S
ti ,\
II v I , t � 14'—„• 2�-10 1/8' 5-7 , /e•
3" DUWshm
L 8TL PIPE COLUMN REC,---RM, �T ATH °
I I ON _ . �. �4 �
3'-0' x S-0• x 1,-OTH CARPET 3' D". STL PIPE COLUMN ^� Y; CERAMIC
CONCRETE PAD k r-10' CEILING ON 3'-0' x S -O' x 1'-0'TH. `� s 8-fi' CEILING
I I ON UNDISTURBED SOIL. \� •\ CONCRETE PAD ON \�
�� • A UNDISIURE)ED SOIL 4-4 2 4
DROPPED M BEAM _--------_ `r,�,\ /
I I .----- --------- �- IN. D3,.
r ------ -LINE OF DROPPED BUCERAMIC 5'-0
�Y
LI0IEAD �'• �� B�8" Cr:1LB1G 4 1/Z'
(TYPICAL)
� Y
i SHADED AREA DENOTES 4i Oy)
LOCATION OF 1ST FLOOR\
BEARING WALLS 05 3 �/�
3/4' / movE(TYPICµ)I O �l 2x8
I
REC. ROOM _ ,.
CARPET e'-iD 1/4•
Ir—Ir CEILING I
- r
I OM
FROM ABOVE
POINT LOAD
ABOVE FABU
(TYP-)
l _ J — V UNE OF BULKHEAD/DROPFFD / N
i � � I CEILING -VERIFY
7 3/e'
NVACMJJIA&NG DEPTHS ,.'
tb'-to' I I REO. / �
Y• �� �g O�ENING FOR AIR // x K -.r ��n
2/4 �\\ 4'-3 1/2' CARPET
/4' 1/Y 7-1 3/4 /// r-10• CEILING
\ \ ` 347b ALL R.O.//'
4
I � \ 2'-0'x2'-0• z t —o'TH. )
�S CONCRETE PAD i �_g• 4'-8 1/2r
ON UNDISTURBED SOIL /
/ 2'-0' x 2'-0' x 1'-0'TH. �� n�+
_ \ i POINT LOAD �?� v, VENTLESS CONCRETE PAD 7�� ld.i & I----- DER -
-w CAS ON UNDISTURBED SOIL
------
ON ABV. 2 i FlZfPIACF I — -- CARPET -- --
S �TENER J- �J 1R i �9" N
\\ ` DROPPED LVL
WATER HIR
,.
/ / r FRONT ABOVE c,J 10'-8 1/2• —
I I I I D I I
- QT�EXERCISE RM.
/;la�l�lrl _ ED
STORAGE
UNFINISHED
II
SlAIP PTTm—w IMTH,Pf]bilElETt Je£
ADJUST U DCE I �`J 10 L —
� � I AS RfQU/RQI �+
I�
(� O PEAFU
(D'-�
e' -3r
II II
1 I SLAB ON FILL
B I I GRANULAR FILL OVERO VER UUNDIMSTTURSMED S —
* CONCRETE SLABO SLOPE SLAB 2• TO O.H. DOOR.
II II
I II
II II
II II
II II
I� 16' X 8' CONTINOUS FOOl1NG
I II
22--4-
B A S E M E N T
S C A L E: 1/ 4 = 1 — 0"
451-01
PLA N
O
L
PORCH
UNEXCAVATED
MIN. 4' CONC. SLAB ON GRANULAR FILL —
SLOPE SLAB 1/4" PER FOOT TO FRONT
T)PICAL PLAN NALL OTES
ARE FACE OF
12'-8• FOUNDDATION TOS FACE OF FOUNDATION
UNLESS NOTED OTHERWSE•
27-8' ALL ANGLED WADS ARE 46 DEGREES
UNLESS NOTED OTHERNISE (UJV.o.�
PROVIDE SOLID BLOCKING AT ALL
`POINT LOAD' DESIGNATIONS
ALL DOOR JAMBS ARE TO BE LOCATED
A MINIMUM OF 4 1/2' AWAY FROM
PERPENDICULAR W
2 x 4 STUD WALL PERIMETER
FURR-OUT. HOLD STUDS I'
AWAY FROM BASEMENT CONC.
WALL (TYPICAL
n
n
0
4
• 4
L
PORCH
UNEXCAVATED
MIN. 4' CONC. SLAB ON GRANULAR FILL —
SLOPE SLAB 1/4" PER FOOT TO FRONT
T)PICAL PLAN NALL OTES
ARE FACE OF
12'-8• FOUNDDATION TOS FACE OF FOUNDATION
UNLESS NOTED OTHERWSE•
27-8' ALL ANGLED WADS ARE 46 DEGREES
UNLESS NOTED OTHERNISE (UJV.o.�
PROVIDE SOLID BLOCKING AT ALL
`POINT LOAD' DESIGNATIONS
ALL DOOR JAMBS ARE TO BE LOCATED
A MINIMUM OF 4 1/2' AWAY FROM
PERPENDICULAR W
2 x 4 STUD WALL PERIMETER
FURR-OUT. HOLD STUDS I'
AWAY FROM BASEMENT CONC.
WALL (TYPICAL