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• 30 YR.ASPHALT SHINGLES(PRE-FINISHED METAL ROOFING ATSOME LOCATIONS,SEE j TR Pi NP. C"1
."7 E RS ON "1
ELEVATIONS)
• SYNTHEnCROOFINGUNDERLAYMENTover ARC CT
5/8'OSB Over rn 2 Q
• ENGINEERED WOODTRHIEL w/12'ENERGY ROMTHEINSIDE o.c.w/XTERIO INSULATION
LLA
• PROVIDE ICE&WATER SHIELD2FEET FROM THE INSIDE OF THE EXTERIOR WALL AT ALL 9� •L�
EAVES&18"EACH SIDE OF EACH VALLEY E' O M0
'- BAFFLE TO MAINTAIN I"MIN.CLEAR VENT@
UNDERSIDE OF SHEATHING
2X BLOCKING EA TRUSS BAY,
HOLD DOWN 2"FOR ATTIC
I VENTILATION--J 1x6TOP
CHORD PRE-FINISHED METAL DRIP
1 Xe MIRATEC FASCIA W/
1 X4 SHADOW BOARD,TYP.
a
SEISMIC CLIP(SIMPSON HI,H2.5A, w
or SIM)AT EA TRUSS-TYP
Z
z � (2)2%10 HEADERS,U.N.O.
Lli
m J 1l2'GWBover p-0" 30'0" 2'-0' ui Q c Q
W LD co
VAPOR BARRIER
se 5 U O N
WINDOW,SEE FLOOR PLAN FOR TYPE&OPERATION, OctLLJ Z Q
OWNER TO SELECT WINDOW BRAND&MATERIALS � J OO
q
n $ J
d
e. O
3/4"PLYWOOD SU8FLOOR GLUED&NAILED
TO 11-7/8'I-JOISTS @ 16"o.c:TYP tj
SPRAY FOAM URETHANE INSULATION AT PREFABRICATED ROOF TRUSSES
RIM JOISTS,TYPICAL ALL FLOORS,31/4" ui
MAX.THICKNESS
-- — T.O.UPPER WAL
1PE-2AL
11 7/8"AIM BOARD
NOTE:FOR MATERIALS AND
ASSEMBLIES,SEE DEWL NAM BED 2
0-2 X 11-3 BED 1
- 1212X10 HEADERS,U.N.O. 11-2%11-9
WINDOWTRIM-TYP
UPPER LEVEL /l
— 1111-1 3/4" 1 r
WALL 1�•�•l,
1/2"GWB 110'-11/e"
9
S a ,
8 w
Q/ E
m g WINDOW,SEE FLOOR PLAN FOR TYPE&OPERATION, KITCHEN 1 CAR GARAGE
W t 13-9X 11-0 11-0X23-6
LL w OWNER TO SELECT WINDOWBRAND&MATERIALS
MAIN LEVEL
$ 1/2'GWB over 100'))
S VAPOR BARRIER _ w
$ SIDI14G(SEE EXT.ELEVATIONS)on —III III III III—III—III III III III 7v
`q AIRINFILTRATION BARRIER on —_III— CRAWL SPACE -I I -I I —I I I—I I I—III I—I I I-I 1••+•—1 e
/2'OSB SHEATHING on
-III III -III-III-III-III- III-III T
Q �r R1 IWN ULA ONS @ 16'o.c wl - - T.O.FOOTING n `/
25 — — — — — V
_ =1t1 t 1=1 I_I -1 1-1 I-1 1=111-1 1=1 -1 -1 II 11=1 -1 t d 3/4'PLYWOOD SUBfL00fl GLUED&NAILED —
T011-7/8"I-JOISTS @ 16"o.c-TYP
u
2X P.T.SILL PLATE W/SILL SEAL n BUILDINGSECTION
IT dIl.ANCHOR BOLT w/3x3x1/4 PLATE
:%?� WASHER @48"o.c:TYP(BOLTS TO BE
LOCATED NOT MORE THAN 12"OR LESS THAN W
'I� 7 BOLT DIAMETERS FROM PLATE SECnONS}
.•T'. I-III—III_ EMBED 7"MIN
•I" — BTNMINOUS DAMPPROOFING TO GRADE C�C
_ I I-_ 6'CONC.WALLw/44HORI2.& C
,I.. I— — VERT.@18"o.c-TYP
R-15 MIN.INSULATION w/CONT.VAPOR W
F _ BARRIER NOTE: d
��.1 I-III—III VERTICAL 1 "FROM TOP OF WALL.
X4 REBAA @ 48'O.C.UP
T
.p III—III- FOOTING TO WALL JOINT REINFORCEMENT:x4 REBAR@24'
1? — EXTENDS UP INTO STEM WALL I4'MIN.
'I — EVERY OTHER JOINT REINFORCEMENT BAR MAY BE
F^ III—III REPLACED BY THE LONGER WALL VERTICAL REBAR,
VAPOR BARRIER, I' _ RESULTING IN VERFS EVERY 24'FOR PONT REINFORCEMENT.
OVERLAP JOINTS 6' 'j i—_ I —_ MAINTAIN SUPPORT AND COVER PER IRC R404.11.3.7A.
MIN.&SEAL,EXTEND •t:.• REINFORCEMENTS HALL BE SECURED IN PLACE TO PREVENT
UPWALL6'AND _'; I:. - —III- DISPLACEMENT DURING CONCRETE PLACEMENT,
ATTACH TO WALL ..0,:1' d; 16'x8"CONC FOOTING w/121 ft4 CONT.-TYP,VERIFY SECTIONS
—III- WITH GEOTECHNICAL REPORT
—III—III COMPACTED STRUCTURAL FILL UNDER
FOOTINGS PEP GEOTECHNICAL
RECOMMENDATIONS&REQUIREMENTS
A WALL SECTION-2-STORY
L 3/4"_1'-0"
A2s4 1