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401,0110
I— — 4x8 HGR.
o
i
MFR STND. TRUSSES a 24'o.c.
_
AS PER MFR SPECS. TYP.
TYF.
cle
e
2 GAR GARAGE
STEM
1'-0.
4' CONG. SL-E C�,
FTG
4' COMF. FILL TYF.
SLOPE TOWARDS DOORS
PROVIDE Wirin. DP.
GONG. LANDING AS
PER 1501 U.E.G.
I,
1
IQ
N
x
v
I3068
�DEFRE55 STEM
PLACE SLAB THRUI
� I
16'-0' x 9'-O' OH.D.
_ .
-
I 4xI.'^DF.uGR.
TYP.
FRM'G 4'-0' 16'-0' I 4'-0'
FDN 3'-"MI/2' 16'-3' R.0 S'-II
24'-0'
FIDN l FLOOR l ROOF PL/- N
1 x 2 DRIP BD. ON
5/4' x 8' BARGE BD. TYP.
—PROVIDE GUTTER ON
5/4' x 8' FASCIA ED.
TYP.
_L
=0
0
FAI
0
LL
- ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. 5
CAT1-
E = 114 1 =,1-ol
- ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
- EXTERIOR WALLS SHALL BE 2 x 4 g 16'o.c.
- ALL BEAMS AND HEADERS SHALL BE AS NOTED PER PLAN.
- PROVIDE VENTILATION FOR 612 5F. OF ATTIC, 1/2 g EAVES. 1/2 g 1'-0' OFF RIDGES.
- ROOF PITCH SHALL BE 4:12, SLOPE DIRECTION AS SHOWN.
- OVERHANGS SHALL BE 18'.
- PROVIDE VENTED BLOCKING OVER SUPPORTS.
- ALL MANUFACTURERED TRUSSES:
- Shall not be Field Altered without prior Bldg Dept. approval of Engineering Galc.
- Shall have Design Details and Drawings on Site for Framing Inspection.
- Shall be installed and braced to Manufacturers Specifications
- Shali carry Manufacturers Stamp on Each Truss.
7'Russ rK���
GUTTER ON 5/4' x 8'
FASCIA BD. TYP.
2 x 4 STUDS g 16'o.c. TYP.----_
6' REVEAL LAP SIDING ON—�
I LAYER FELT UNDERLAYMENT ON
'/z' PLYWD. OR 1/16' O.S.B. 5HT'G
4' PERF. PIPE
CONC. FTG. AS
PER DETAIL
CRO55 5ECTION A
—MFR. STAND. TRUSSES 6 24'o.c.
12 COMP. ROOFING ON
\� 4 i 15' FELT UNDERLAYMENT ON
i7' PLYWD. OR 1/16' O.S.B. TYP.
;D.
FRONT ELEVATION
INDICATE5 BRACED WALL PANEL5 A5 PER SECTION 2320 1991 U.B.G.
GI-1
v(w)-100 pIF
1/2' G.W.B. (l side) W/ 5d COOLER NAILS g 1' o.c. UNBLOCKED
v(s)-50 pif
Anchorage: I6d g 12' o.c. OR 5/8' o bolts g 48' o.c.
PI-6
v=230 pIF
1/2' PLYWD OR O.S.B. EQUAL, W/ 8d NAILS g 6' o.c.
Anchorage; I6d g 5' o.c. OR 5/8' o BOLTS g 48' o.c.
AFT ELEVATION
- PROVIDE ROVENTILATION PERPROVIDE CONTINUOUS METAL GUTTTERSTAND IDOU.NSPOUT AT ALLUEAVES, TYPICAL. SCALE - 1/4' = 1I-"'' SCALE : 114' = 1I-0'
- PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS.
- CAULK ALL EXTERIOR JOINTS AND PENETRATIONS.
- VERIFY SHEAR WALL NAILING AND HOLDOWN5 PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING.
- PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL
ROOF PENETRATIONS AND SKYLIGHTS.
- BRICK STONE OR OTHER MASONRY VENEERS ARE SHALL BE SUPPORTED BY STEEL LINTELS
AND SHALL NOT BEAR DIRECTLY ON WOOD FRAMING.
6' RE'/EAL LAP SIDING ON
ILAYER FELT UNDERLAYMENT
ON I1/2' FLYWD. OR 1'16' OSB
SHEATHING TYP.
GUTTER ON 5/4' x 8'-
- FASCIA ED. TYP.
5 4' x 4' /ERT.
CCRN. ED. Tl F.
REAR ELEVATION
--- - 50ALE : 1/4' = V -,a'
- �2x4 STUDS gib' O.G.
2x4' P.T. MUDSILL W' 1'2' DIA, x 10'
A.B. g 4'-0' o.c. 1' MIN. EMBEDMENT
WITH -IN 12' OF CORNER
0 - �2 - 04 CONT. REBAR
4' CONG. SLAB OVER 4' GP,.'/EL
2 CAR GAIZAGE FILL W/ bx6 W2.1 x W2.1 W.WM.
CCNC. SLAB ON
=' COMP. FILL TYP.
z_
iA __�04 CONT. REBAR g 16' c.c.
TOP OF STEM - W/ ALT. HOOKS.
APPROX. GRADE _2- 04 CONT. REBAR
3' 3'
DOOR FRONTS WITH NOT LESS
12' THAN (2) 5'8 x 10' A.B.
PLATES g SHEAR WALL O'/ER
2' WIDE
-TYPICAL ROOF CONSTRUCTION TYPICAL WALL CONSIMICTION cJCALE 1�4' _ 1 _�'
- ARCHITECTURAL COMPOSITION ROOF SHINGLES - 6' OR 8' REVEAL LAP SIDING 45 PER ELEVATIONS
- 150 FELT UNDERLAYMENT - I LAYER 1• FELT UNDERLAYMENT
- 1/2' CDX PLYWOOD OR 0.5.13. SHEATHING - 2 x 4 STUDS g 16'o.c. EXTERIOR WALLS
- MANUFACTURED TRUSSES g 24'o.c.
Cl )
TYP. GARAGE FOUNDATION
RIGHT ELEVATION
SCALE : 114' =1 i -m'
G=R-.SE DOOR A5
FER OWNER
DRI /EWAY A5 PER
CCNTR=GTCR.
TOP OF STEM WALL EEYOUNDC
4' C^NC. SLAB ON —/
4" CCMF-:CTED FILL
—THIC<ENED EDGE
CLCFE
III —III II '�
PERF. FIFE
CONTINUOUS FOOTING
2 04 CONT. REBAR ---- — AS PER FND. FLAN
TO 16' AS
=ER FND. FLAN
OGRADE BEAM AT GARAGE
PL�tN NO.
24x30-2
.JOB NUMBER
01076
WEST SOUND,
ARCHITECTURE AND DESIGN
P.O. BOX 1452
KING5TON, NA 98346
560-2q'I-8255
FAX 560-2G7-5511
DRAWN BY:
SGOTT S.
DATE
Oq-11-01
REVISIONS
All dimensions & conditions shall
be verified by the contractor
prior to the start of construction.
OWNER:
FRED AN7R05U5
360-437-0165
DRAWING:
FDN, FLR, ROOF
ELEV / DTL
5�e,et
Am
�CC�d�
LSEI 5 .01
EFFERSON COUNTY
DEPT OF COMMUNITY nFVFi nDRAch,