2020.0023 204 SE Railroad Ave. Yelm Permit SetSHEET INDEX
SITE SITE PLAN - SHEET INDEX
A-1 FOUNDATION PLAN - DETAILS
A-2 FIRST FLOOR PLAN - STRUCTURAL NOTES
A-3 SECOND FLOOR PLAN - SHEAR WALL SCHEDULE
A-4 'A' SECTION - '5' SECTION
A-5 WALL TYPES - ASSEMBLIES
A-6 UPPER FLOOR / LOWER ROOF FRAMING PLAN - DETAILS
A -i UPPER ROOF FRAMING PLAN - FRAMING DETAILS
A-8 APA PORTAL FRAME - ROOF PLAN - ELEVATIONS
A-9 GENERAL NOTES - NAILING SCHEDULE - WINDOW
INSTALLATION DETAIL - WATER HEATER SUPPORT DETAIL
g�
Q�01? /
410'
PLANTING /
/ I
/ I
/ I
I6' DRIVEWAY
/ I
10,
� I
W
PLANTING ?
16' DRIVEWAY i O
I
U)
I Lu
\ I U
PLANTING
�..000
0n
rn
16' DRIVEWAY \ I Z Q
O
Z J
� z
\ Q w
\ \ / o � "
w
\ \ /// w Lu
co
PLANTING \ \ / O Z J ";j -
LU L M
Q p o
/ i o co
/ \ / Q cY3
\
10,
REAR YARD
a� \
X
<�tifi mss, Q� �y
�� ��
�� SITI PLAN
0�
SGALE. 1/8" = 1'-m"
�O
NOTE:-
yti
cn
SEE CIVIL D f;RAWINC S FOS' 3
1 lOfRE INFOfR1„IAT ION 43
ui
0
n
m
d
U U Q
L1-{
m
3
0
0
m
0
C6
W
N
VJ
�
O
�
�w
�
U �
~
�Q
CSN
N N
a
z 0
z
0
d CV
�
0
SHEAR WALL —{
CALL -OUT SEE PLAN I•
2x6 STUDS -9 16" O.C.
SHEAR WALL EDGE
NAILING
1/2" EXPANSION JOINT
GONG. SLAB s SIM.
a� ?
FIN. G
(2) *4 CONI
O C-,\
P.T. DM 2x6 MUD SILL
w/ 5/84 A.B. w/ 3x3x1/4 fE
WASHERS a 48" O.C. 12"
MAX. FROM COMERS
AND SPLICES NOUS
CONG. SLAB SEE PLAN
R-10 INSULATION
4-4 VERT. 6 18` O.C.
ALT TAILS
(2) *4 CONT. -9 BOTTOM 5" 6" 5"
16"
1 Typ. ra
GARAGE
1/2" EXPANSION
JOINT
GONG. SLAB SEE
PLA1
XtrmfRIOR PNO. DET.
SCALE: 1"=1'-0"
HOUSE
GONG. SLAB SEE PLAN
NOTE: FOR NOTES IN
COMMON SEE DET. 10
5" 6" 5"
16"
4�RAGrmT 0 HOUSmc.)rm T.
SCALE: 1"=V-0"
C.
0
���L1-7S1
SCALE: 1"=1'-0"
SEE
v
1'-E
CO
ANI
DRIVEW�
*4 fit 32"
(2) 04 CC
1/2" PLWD. RISER
3/4" PLWD. TREAD
A35 CLIP STRINGER TO
GONG. w/ 0.111 PINS AND
084" SCREWS TO STRINGER
GONG. SLAB SEE PLAN
N �
m
PROVIDE X15 FELT
BELOW STRINGER
O FTG. m CSAR. DR. OPENING O ROLLED EDGE g PORCH HI
/STAIR STRINGER CUT
FROM 2x12 OR 111/8" RIM
MATERIAL
N
J2cq -
I
rR-10NSULATION
(2) 04 CONT, w/ 24"
MIN. LAP SPLICES
1211
=RNSID FTG. Is STAIR
SCALE; 1"=V-011
FOUNDATION PLAN
SHEAR WALL CALL -OUT
SEE PLAN
2x STUDS 6 16" O.0
1/2" DIA. A$. w/ 3"x3"xl/4" I£--\
WASHERS 9 48" O.C.
GONG. SLAB SEE PLAN
OT
J2
1
16"
(2) *4 CONT. w/ 24"
MIN. LAP SPLICES
HICKIN10 FOOTING
SCALE: 1"=V-0"
U
M
ti
1
O
co
I� J
26'-10" 26' -II" 26'-11"
L
I'-211 8'-8" 1'-211 7' -II"
8' 1'-2" 8'-8" 1'-2" 7'-11"
S' 1'-2" S' -S" 1'-2" 7'-11"
eP
N
�
co
m
(o
N
ca
L
6
a�
M
�n
CIO
L
C
6
W
W
Q�
a�
CCf
cn
A-1
L
1'-6"xI'-6"x12" THICK
CONC. FTG. w/ (3) *4 E.W.
AND P566 BASE TYP.
�+
U
A -I
z
Q
4
e
QUN
A -I
J
UP
::D
U
N
Z
W
za
®� 4" THICK GONG. ®
SLAB o/ �
F
® 4" THICK GONG. ®
SLAB o/ Lu L
F
® 4" THICK GONG.
SLAB o/
N
_
H
W
_
r
1
COMPACTED O
GRAVEL. N
cr
LL
COMPACTED O
GRAVEL. cA
COMPACTED O
GRAVEL. N
N
Z
IJI
ti
II
rFF
J
W
co
Co
0
I�I
C:>
7
I~I
o
co
M
I SIM.
I SIM.
I SIM.
A-1 3
A-1
A -I 3
A-1
A -I
I
A-1
4" THICK GONG. SLAB w/ 6x6
WIAxWIA W.W.F. AT CENTER OF
4" THICK GONG. SLAB w/ 6x6
WIAxWIA W.W.F. AT CENTER OF =�
4" THICK GONG. SLAB w/ 6x6
W1.4xWIA W.W.F. At CENTER OF
^
^
SLAB o/ (o MIL. MOISTURE a),
SLAB o/ 6 MIL. MOISTURE
SLAB o/ 6 MIL. MOISTURE
BARRIER, R-10 INSULATION AND
BARRIER, R-10 INSULATION AND
BARRIER, R-10 INSULATION AND
COMPACTED GRAVEL.
COMPACTED GRAVEL.
COMPACTED GRAVEL.
I
12"
12"
2 -0 x2 -0 xI2 THICK
GONG. FTG. w/ (3) 04 E.W.
S
�
N
16 2 -0 x2 -0 xI2 THICK
'r- GONG. FTG. w/ (3) #4 E.W.
S
�
N
16 2 -0 x2 -0 x12 THICK
' GONG. FTG. w/ (3) 04 E.W.
8
-�
N
N
,A-1
®
2'-6"x2'-6"xI2" THICK A-1
GONG. FTG. w/ l3) �4 E.W.GONG.
® ® ®
2' -6"x2' -6"x12" THICK A -I
FTG. w/ l3) °4 E.W.CONC.
® ®
2' -6"x2' -6"x12" THICK
FTG. w/ (3) 04 E.W.
IJ �®�
IJ
0 0 0 I u u
IJ
O O O ° I 1
L 000
g
0 0
❑❑
0 0
0
ol 3'-10" 41J211
12'-10" 6' 3' -II" 4' 2"
12'-10" 6' 3'-11" 4' 2"
12'-10" ol 6'
lo
lo
CIA
s
s
s
A-1
A-1
A -I
�n
r
�r
u
u
u
2
2
2
A -I
7
A -I
4" THICK GONG. SLAB w/ 6x6
i
A-1
4" THICK GONG. SLAB w/ 6x6 `'�
7
4" THICK GONG. SLAB w/ 6x6
II
6 TYP.
A-1
WI.4xWI.4 W.W.F. AT CENTER OF
SLAB o/ 6 MIL. MOISTURE A-1
BARRIER AND COMPACTED
W1.4xWIA W.W.F. AT CENTER OF
SLAB o/ 6 MIL. MOISTURE A-1
BARRIER AND COMPACTED
W1.4xWIA W.W.F. AT CENTER OF
SLAB o/ 6 MIL. MOISTURE
BARRIER AND COMPACTED
16" TYP.
GRAVEL.
GRAVEL.
GRAVEL.
LINE OF GONG FTG.
O
O
OL LINE OF GONG. CURB
O
0
A N
I SIM. a,
A -I
Cn
I SIM. a),
A -I
"x3'
fn
I SIM. in
A-1
Cn
"x3'-"xI2"
A'-71
3'-6 6
-"x12" THICK
3' -"x3' -6"x12" THICK
6
Y-6 6 THICK
4
GONG. FTG. w/ (5) 04 E.W.
GONG. FTG. w/ (5) 04 E.W.
GONG. FTG, w/ (5) 04 E.W.
`r
4" THICK GONG.F
SLAB o/ w 2'-10"
4" THICK GONG.
I�' SLAB o/ ui 2'-10"
4" THICK GONG.
I�' SLAB o/ iu H2-"
ol
Il'
-
L
i°
COMPACTED 0
GRAVEL. i 4
LINE OF GONG FTG. lo COMPACTED O
GRAVEL. �N 4
LINE OF GONG FTG. COMPACTED O
GRAVEL. N 4
A-1
LINE OF GONG. CURB A-1
LINE OF GONG. CURB A-1
"xI'-6"x12" THICK__jl
A1C. FTG. w/ (3) 04 E.W.
(o
A -I
PF. 5 PF.
A-8 A -I A-8
6
A -I
PF, 5 PF.
A-8 A-1 A-8
6
A -I
PF. 5 PF.
A-8 A -I A-8
PB66 BASE
2 -4
15'-31,
2 -3
2 -4
15'-3"
2 -3
2 -4
15'-31,
21-311
26'-10" 26' -II"
26'-11"
1/2" PLWD. RISER
3/4" PLWD. TREAD
A35 CLIP STRINGER TO
GONG. w/ 0.111 PINS AND
084" SCREWS TO STRINGER
GONG. SLAB SEE PLAN
N �
m
PROVIDE X15 FELT
BELOW STRINGER
O FTG. m CSAR. DR. OPENING O ROLLED EDGE g PORCH HI
/STAIR STRINGER CUT
FROM 2x12 OR 111/8" RIM
MATERIAL
N
J2cq -
I
rR-10NSULATION
(2) 04 CONT, w/ 24"
MIN. LAP SPLICES
1211
=RNSID FTG. Is STAIR
SCALE; 1"=V-011
FOUNDATION PLAN
SHEAR WALL CALL -OUT
SEE PLAN
2x STUDS 6 16" O.0
1/2" DIA. A$. w/ 3"x3"xl/4" I£--\
WASHERS 9 48" O.C.
GONG. SLAB SEE PLAN
OT
J2
1
16"
(2) *4 CONT. w/ 24"
MIN. LAP SPLICES
HICKIN10 FOOTING
SCALE: 1"=V-0"
U
rpt] -
M
ti
1
O
co
I� J
L
E
O�ObbH �
eP
rpt] -
05 0— o
M
ti
1
O
co
Ca
L
E
M
co
N
�
co
m
�
N
ca
L
Q
a�
M
�n
CIO
L
C
W
W
Q�
a�
CCf
cn
cit
L
_
U
�+
U
Z
z
Q
U
_o
QUN
05 0— o
CIO
Ca
L
E
U_
N
�
�
N
O
Q
M
�n
U
�
W
co
O
"Nco
Z
O
VJ
_ —
Of
�
(7
�+
W
Cn
Z
z
Q
U
_o
QUN
J
UP
::D
U
LL
Q
Z
W
za
z
H
W
W
0
cr
LL
H
U
Z
IJI
ti
II
J
W
co
Co
0
I�I
C:>
7
I~I
o
co
M
Ca
L
E
N
N
�
�
N
O
Q
U
�
L
co
O
"Nco
o
_ —
Of
0-
.
�+
W
Cn
CD
U
_o
QUN
UP
za
z
0
STRUCTURAL NOTES
General Notes:
These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes,
and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any
work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk.
The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding
with any work or fabrication. The Contractor shall coordinate between the architectural drawings and
the structural drawings. The architectural dimensions are taken to be correct when in conflict with the
structural drawings. The Contractor is responsible for all bracing and shoring during construction.
All construction shall conform to the applicable portions of the latest edition of the International Building Code
except where noted
Desi_grr Criteria:
1. Live Load =
40 PSF (Floors)
=
60 PSF (Decks)
=
25 PSF (Snow)
2. Dead Load =
15 PSF (Roof)
=
12 PSF (Floor)
=
10 PSF (Deck)
=
10 PSF (Walls)
=
150 PCF (Concrete)
3. Partition =
10 PSF (Floors)
4. Wind =
2015 IBC Exposure B @ 110 mph
5. Earthquake -
2015IBC
Site Class =
D
Design Cat. =
D
Use Group -
I
R =
6.5
Cd =
4
Wo =
3
6. Soil =
1500 PSF, Assumed bearing capacity
=
38 PCF. Assumed Active Fluid Pressure
-
350 PCF, Assumed Passive fluid Pressure
=
0.45, Assumed Coefficient of Friction
=
110 PCF, Assumed Soil Density
Concrete & Reinforcincr Steel.,
Steel.
1. All concrete work shall be per the 2015 IBC Chapter 19-
2- All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans.
3. Concrete shall be in accordance with ASTM 150.
f'c = 2500 PSI @ 28 day
slump = 4" maximum, 6% Air entrained.
4. Garage slab and exterior slabs to have minimum thickness of 4" with 6x6 W1 _4x1A WWF
with vapor barrier. This is at the owner's option to reduce slab cracking. Crack control joints
the responsibility of the contractor
1. Anchor bolts shall be ASTM A307.
Carpentry:
1. 2X structural framing shall be #2 Douglas Fir.
4x structural members shall be #2 Douglas Fir.
6X members shall be #1 Douglas Fir.
2. Provide solid blocking in floor system below all bearing walls and point loads.
3. 2X joists shall be kiln dried and stored in a dry area prior to installation. The moisture content
of all wood shall be less than 15%.
4. Floor joists shall be by Boise Cascade or other approved manufacturer. Joist to be installed
and braced per manufacturer's requirements.
5. Roof trusses shall be by a pre -approved manufacturer and constructed according to the
specifications of the Truss Plate Institute. Truss shop drawings must be stamped by a
licensed engineer and be on site at the time of construction. Preliminary truss drawings must
be reviewed prior to construction. It is the truss manufacturer's responsibility to inform the
engineer of record of any changes from the preliminary truss lay -out.
Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All
girder trusses shall have Simpson HGT tie down at either end to match number of plies.
Truss manufactures are responsible for all bracing of the trusses including end wall bracing
and all other bracing between the building and the trusses unless specifically shown
otherwise on the drawings. Contractor to coordinate bracing with engineer of record as
required.
6. Glue laminated beams shall be 24F -V8 for cantilevered or continuous beams and 24F -V4 for
simple spans.
(Fb = 2,400 PSI)
(Fv = 190 PSI)
(E = 1,800,000 PSI)
(FcL = 650 PSI)
7. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue
laminated beams shall be cantilevered for L1480. See the framing plans for any exceptions.
8. All manufactured lumber shall be by Boise Cascade and have the following structural
properties:
Versa Lam (VL)
(Fb - 2,800 PSI)
(Fv = 280 PSI)
(E = 2,000,000 PSI)
(FcL = 750 PSI)
9. Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end
joints staggered 4'-0" on center. Provide 118" space at panel edges as required by panel
manufacturers. Floor sheathing shall be nailed 6" c.c. edges and 12" field with 10d's and roof
sheathing shall be nailed 6" o.c. edges and 12" o.cfield with 10d's unless otherwise noted on
the drawings.
10. Block and nail all horizontal panel edges at designated shear walls.
11. All beams to be supported by a minimum of a solid post that matches the width of the wall
and the width of the beam unless noted otherwise. A 6x beam bearing in 2x6 wall will be a
6x6. Provide solid squash blocking to match in floor system and match post size in
foundation. Contact Engineer of record for any deviations.
12. All fasteners in contact with pressure treated lumber will meet the below requirements.
All fasteners including nuts and washers in contract with pressure treated lumber
shall be hot -dipped zinc coated galvanized steel, stainless steel, silicon bronze or
copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall
be permitted to be of mechanically deposited zinc coated steel in accordance with
ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the
requirements of the pressure treating manufacture's minimum. IN ADDITON, the
contractor shall coordinate connector/fastener coating requirements with
recommendations from connector/fastener manufacturer and type of pressure
treating chemical and retention being used. See Section 2304.10.5 of the 2015 IBC
for additional information.
13. All GWB to be installed perthe IBC and Gypsum Association's publication for the Application
and Finishing of Gypsum Board, GA -216
Hardware:
All connection hardware shall be Simpson "Strong Tie Connection hardware exposed to the weather or soil
shall be treated as in steel above.
CAUTION:
PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY
RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND
SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT INCLUDE ANY
TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND
BRACING BE DESIGNED AND DETAILED BY A LISENCED ENGINEER.
CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS.
as
v
42" HI. RAISED BAR
195 SQ. FT. / UNIT
0 O
DRL 5(1
W/ G .
D.W.
SMOKE
PETEGTOR
NOTE: ALL SMOKE DETECTORS
TO BE CARBON MONOXIDE
DETECTION EQUIPPED AND
INTERCONNECTED w/ BATTERY
BACKUP.
aTYPICAL SHEAR WALL CALL OUT
SEE SHEAR WALL SCHEDULE
O TYPICAL HOLDOWN CALL OUT
SEE HOLDOWN SCHEDULE
STAIR NOTE:
MAX RI5E TO BE 13/4" MIN. RUN TO BE 10" 1 1/2"
DIA. HAND RAIL BETWEEN 34" AND 38" ABOVE
THE STAIR NOSE. MIN. WIDTH OF STAIR TO BE 36"
CLEAR AND OPEN BALUSTERS TO BE PLACED
SUCH THAT A 4" DIA. SPHERE MAY NOT PASS
BETWEEN TYP.
FrZvUwm
ENERGY COMFL IANC
(MEDIUM DWELLING UNIT: 35 CREDITS REQUIRED)
la RIO -2' BELOW SLAB AND U-024 WINDOWS (05)
3d HIGH EFFICIENT H.V.A.C. 3d (1.0)
5a EFFICIENT WATER HEATING 5a (05)
5c EFFICIENT WATER HEATING 5c (15)
3.5 CREDITS PROVIDED
42" HI. RAISED BAR
195 SQ. FT. / UNIT
0 0 0
F0 RE 6D.W.
w/ G .
1,090 SQ. FT. / UNIT
AREA TABULATION
FIRST FLOOR PLAN =
195 SQ. FT. / UNIT
SECOND FLOOR PLAN =
1,090 SQ. FT. / UNIT
TOTAL HEATED SPACE =
1085 5Q. FT. / UNIT
GARAGE =
315 SQ. FT. / UNIT
COVERED ENTRY =
31 SQ. FT. / UNIT
COVERED PATIO =
44 SQ. FT. / UNIT
FIRST FLOOR PLAN,
fD
m
0
0
M
ti
o
co
� J
M
Ui
L
�
O�ObbH �
eP
M
05
05 0-
0
ti
o
co
C6
M
Ui
L
�
U_
00
N
W
aD
a�
E
N
Z
L
M
Q
LJJ
aD
rn
C
.�
W
U
W
O
a�
0
x
VJ
L
A.-
Q
w
W
ZD
J
�
0
U
05
05 0-
0
LL
0
a
a�
0
Q
f
a
m
Ln
0
N
0
N
\
N
\
0
zs
v
Ln
a�
a
i=
v
a�
Q
0
w
Ln
0
N
E
a�
rl-
N
0
O
N
H
U)
C6
Ui
L
�
U_
N
N
40
E
N
Z
M
Q
LJJ
aD
rn
23
Q
O
0
x
co1
♦V
Zz
Q
w
W
ZD
J
�
0
U
LL
Z
Lu
_
O
UN
U
u
a
Lu
ze
N�
Lu
tY
0
,c/)
Ll
�
U
z
IC7�
z
J
Z
LU
M
�
O
CD,
O
co
co
LL
0
a
a�
0
Q
f
a
m
Ln
0
N
0
N
\
N
\
0
zs
v
Ln
a�
a
i=
v
a�
Q
0
w
Ln
0
N
E
a�
rl-
N
0
O
N
H
C6
L
�
N
N
40
E
N
Z
Q
C/)
L
O
0
x
co1
♦V
CL
w
-Q
_
UN
u
a
ze
N�
0
z
�
Q
0
LL
0
a
a�
0
Q
f
a
m
Ln
0
N
0
N
\
N
\
0
zs
v
Ln
a�
a
i=
v
a�
Q
0
w
Ln
0
N
E
a�
rl-
N
0
O
N
H
TYPICAL SHEAR WALL NOTES
Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double
and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall
be centered in the stud wall, and shall project through the bottom plate of the wall and have a
3x3x 114 plate washer. There shall be a minimum of two bolts per piece of sill located not more than
12 inches or less than 4 inches end of each piece. Anchor bolts to be galvanized per the below
requirement (Fasteners in contact with pressure treated lumber). At existing foundation use 5/8"
diameter Simpson Titen HG bolts with minimum of 4" embedment into the existing concrete.
All wall sheathing shall be 1/2" CDX plywood, 5/8" T1-11 siding, or 7/16" OSB with exterior
exposure glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4
or 2x6 flat blocking except where noted on the drawings or below.
All nails shall be 8d or 10d common (8d common nails must be 0.131 inch diameter, Senco KC27
Nails are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco
MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below
or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted.
Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation.
Equivalent hold downs by United Steel Products Company "Kant -Sag" that have 1CBO approval can
be substituted in place of Simpson hold downs. All floor systems must be blocked solid below
member that the hold down is attached to. This block should be equal to or larger than the member
the hold down is attached to and be placed as a "squash block".
All double and triple studs shall glued and nailed together with 10d's at 3" o.c. for each layer.
All 4x studs are to be #2 DF and all 6x studs are to be #I DF when used for hold downs and shear
walls.
FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER
All fasteners including nuts and washers in contract with pressure treated lumber shall be hot -dipped
zinc coated galvanized steel, stainless steel, silicon bronze or copper. Fasteners other than nails,
timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc
coated steel in accordance with ASTM B 695, Class 55 minimum. Fasteners exposed to weather
must meet the requirements of the pressure treating manufacture's minimum. IN ADDITON, the
contractor shall coordinate connector/fastener coating requirements with recommendations from
connector/fastener manufacturer and type of pressure treating chemical and retention being used.
See Section 2304.10.5 of the 2015 IBC for additional information.
ALL WALL STUDS AND ROOF TRUSS TOP CHORDS AND SECONDARY FRAMING
LUMBER SHALL BE DOUG -FIR #2 OR BETTER.
NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted
otherwise. Nail all holes with 16d sinkers.
Double studs may be use as a substitute for 3x nominal framing call out below.
Studs MUST be glued and nailed together with (2) lines of 10d's at 3" on center
staggered.
Horizontal blocking for shear walls nailed with 8d's shall be minimum of 2x flat and
shear walls nailed with 10d's shall be minimum of 3x flat.
SHEAR WALL SCHEDULE
Al sheathing nailed with 8d's at 6" on center all edges.
A2 sheathing nailed with 8d's at 4" on center all edges.
HOLD DOWN SCHEDULE
It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all
structural framing. Anchor bolt to be located nearest the corner or opening at the end of the
shear wall. All foundation vents to be a minimum of 12" off centerline of the anchor bolt on
either side. Holdown stud to be coordinated with shear wall panel edge framing
requirements. Larger stud size controls
For holdown anchor bolt embedment greater that foundation depth, thicken footing
for 2'-0" either side of holdown anchor bolt to a depth that provides for 3" clear
below the bottom of the anchor bolt. Provide (2) additional #4 x 3'-0" pieces of
longitudinal rebar at this location.
O HD U2 attaches to concrete foundation with a Simpson SSTB 16. HDU2 attaches to
double 2x studs or 4x or 6x stud with (6) Simpson SDS 1/4 X 3 Wood
Screws in wall above.
lo
M
ti
o
13'-2"
c6
13'-S"-2"
E
W00co
13'-S"
1"
13'-2"
-�
EZ
3
N
Q
CU
0
CTJ
UJ
O
co
0-
L
A
U
}+
U
d
QUN1yU`
^CD
in O)
I
I
z
M�
W-2
1
iiZS a
�
Q
I
W-2
I
4
I
W-2
I
5040 EGRESS
5040 EGRESS
5040 EGRE56
5040 EGRE56
5040 EGRESS
5040 EGRESS
W-2
W -I
W-3
W-1
W-3
W -I
W-2
5EDR I.
2 1
1
3
5EDRM.
2 1
1 SED
I I3
5EFDRM. 2
N
—
1
.
N
10'
3'-2"
011 3'-6"
10'-2"
10'
ol 3'-2"
L. 3'-6" 10'-2"
10'
3'-2"
3'-6"
10'-2"
1
lo
SMOKE
DETECTOR
lo
SMOKE
DETECTOR
lo
SMOKE
DETECTOR
SMOKE
DETECTOR
SMOKE
pETEGTOR
SMOKE
pETEGTOR
(2) 3068 51-PA56 CADET
CADET (2) 3068 51 -PASS
(2) 3068 5I-PA55 CADET
CADET (2) 3068 51-PA55
(2) 3068 51-PA66 CADET
CADET (2) 3068 51-PA55
`V
54P
�
NQ
S4P
64P
64P
S4PID
ID
64P
`V
N
N
N
N
N
N
T
-'
0
fl-
I /� FAN MIN
r W-1 = �f 1 50 GFM
HALL
I IALL FAN MIN
W-1 = �f 50 CFM
� /� FAN MIN.
W-1 = �f l --t 50 GFM
HALL
0
N
DETECTOR
LINEN S
R
E
N
DETECTOR
LINEN 6 R
E
N
DETECTOR
LINEN S
R
OILET
Cq
_
3'-8"
3'-8" m
3'-6"
2'-4"
5'-4" 3' "
2'-6"
2'-7"
3'-8" 3'-S" Cn
3'-6"
2'-4"
5'-4" 3' " 2'-6"
2'-i"
3'-S" 3'-S" cn
3'-6"
2'_4"
5'-4" 3' "
2'_6"
2'-i"
0
^
M
z
1/2 WALL
z
1/2 WALL
z
1/2 WALL
N
STOP.
FOR
�
o � N
5�®�.
A
N
'cr
N LA
N
�
r
N �A
N
�
•�
N LA
cf)
— 22x3
ATTIC
ATTIC
5. 2
ATTIC
W.
fY
o W.
0 W.
m ACCES
OQ
FAN MIN.
50 CFM
ua
OW -4
M AGGES
FAN MIN.
50 CRN
11J-4
ACCES
LL FAN MIN.
50 CFM
W-4
tr
O
SMOKE
�0 D•
N
�U
FAN MIN.
50 GFM TOILE
GO
\0
SMOKE
D
N
-
f11 �
�U
FAN MIN
50 GFM TOILE
fA
\p
►n
SMOKE
�
0 D
N
`
[I1 �
� O
�U
FAN MIN.
50 GFM TOILE
fA
\4
DETECT
CADET
CADET
•�
`�
DETECTO
N
`"
CADET CADET
r
N
DETECT
N
�"
CADET
GDT
t
N
�
CADET
\Q
CADET
\Q
CADET
N
SMOKE
N
SMOKE
N
SMOKE
I
DETECTOR
PROVIDE NOT AND COLD
W -I
DETECTOR
PROVIDE NOT AND COLD W-1
DETECTOR
PROVIDE NOT AND COLD
W-1
NOSE BIBS FOR AUTO
NOSE 5155 FOR AUTO
NOSE 5155 FOR AUTO
WASHER AND VENT FOR
WASHER AND VENT FOR
WASHER AND VENT FOR
DRYER PROVIDE DRAIN
1._8,.
DRYER. PROVIDE DRAIN
I._8„
DRYER PROVIDE DRAIN
FOR WASHER
FOR WASHER
FOR WASHER
N
M
�
W-1
3-
a 01
N
N
1830 Fn
1830 FJ3
1830 F.G.
I
5040 EGRESS
FF
Z 1
5040 EGRESS
I
I
5040 EGRESS
I
r
1
W-2
I
1 I
<W-2
1
W-2
1
v
M
I
i'-6"
3'
l'-6"
3'
l'-6"
3'
10'-6"
13'
3'-4"
" 11110'-6"
13'
3'-4"
" 11110'-6"
13'
"
3'-4
lir
7r
SO'-Sn
Ir
SMOKE
IDETECTORI
NOTE: ALL SMOKE DETECTORS
TO 5E CARBON MONOXIDE
DETECTION EQUIPPED AND
INTERCONNECTED w/ BATTERY
BACKUP.
SCALE: 1/4" = 1'-0"
0
co
Z
O
Z
LU
L�
M
ti
o
c6
L
E
W00co
00
N
-�
EZ
3
N
Q
CU
0
CTJ
UJ
O
co
0-
L
A
U
}+
U
d
QUN1yU`
^CD
in O)
d
a
Z
O
Z
LU
L�
N
r
O
O
N
H
c6
E
(D
N
-�
N
Q
U
C)
0
CTJ
_
O
co
0-
o
}+
LU
U)
d
QUN1yU`
^CD
in O)
d
a
ze
z
M�
iiZS a
�
Q
0
N
r
O
O
N
H
m
d
d m
U
1/16" O.S.B. ROOF
SHEATHING
m
PRE-ENGINEERED
s
TRUSSES 24" O.C.
0
0
C
0
0
ROOF LINE BEYOND I
A-1
WALL LINE _ Lo., <
BEYOND O 0,� rno 'COO BATT. INSULATION R-1 6�s o�``
R-21 BATT. INSUL. OjObbH ee
2x6 STUDS 6 16" O.C.
l/I6" O.S.B. WALL SHEATHING -
W-25EW-2
U.I. �IRM3 . Ac -)
1/16" O.S.B. ROOFYam SHEATHING ti
0
PRE-ENGINEERED FLOOR SHTG. SEE PLAN c9
5 SIM. TRUSSES 6 24" O.C. FLOOR JOISTS SEE PLAN = s
FLOOR LINE BEYOND ROOF BEYOND
A-6 c i
00
w
11/2" DIA. HAND RAIL i
ca
1/2" PLWD. RISER cu
5/6" TYPE 'X' G.W.B.uj
BEAM SEE PLAN 3/4" PLWD. TREAD BELOW USEABLE F -I .� U
STAIR AREA w (D i
HEADER SEE PLAN 65
S I AIR POWDER �REAT R®®� P.T. POST BEYOND V U
WALL LINE BEYOND - � °D
SEE PLAN
ol o
\/ *It ` cn
COV. �I�l I �� "� m
2x(o STUDS m 16" O.C.
W-2
STAIR STRINGER GUT OPEN BELOW LINE OF W-4
FROM 2x12 OR 111/811 STAIR DOOR IN
CONC. SLAB SEE PLAN RIM MATERIAL FOREGROUND GONG. SLAB SEE PLAN
7 8 U)
6 I SIM. A -I A-1 S -I 1 %� I O� w
A -I A -I A -I �(■� I U
SCALE: 3/8" =l'-011 \
7/16" O.S.B. ROOF SHEATHING PRE-ENGINEERED TRUSSES 24" O.C. /�
UJ °°
Z U) rn
O
z z Q
J
W
iE
O.S$. ROOF U
SHEATHING � Z
W
G.W B. DRAFT STOP G U1 B. DRAFT STOP 0 U
PRE-ENGINEERED
TRUSSES 6 24" O.G. Z C) W
0
A-1 W w C/)
Ln
Lnz W ";j -
LU
W Co
4 z 0 ,
o
Q
A_co
R-38 BATT. INSULATION 4 4 6 Q o M
A-6 A-6
R-ILn
HALL 5.1 HALL E3, I k4LL
W-3 W-3
W -I
DOOR OPENING BEYOND 2x6 STUDS a 16" O.C.
R-21 BATT. INSUL.
FLOOR SHTG. SEE PLANco
1/16" O.S B. WALL SHEATHING
FLOOR JOISTS SEE PLAN
W-2Ln
W-2 F -I W-1 4 4
A-6 A-6
W-2
W-1
W-3
4—
<TCHEN
<TCHEN SFT. Rid. <TCHEN >y
5E NrONID
co
CONC. SLAB SEE PLAN
3
413
S-1 3 3 SECTION ,
a
A -I A-1 SCALE: 3/8" =l'-011 A-1
L
N N
U <
LL
0
a
a�
0
Q
a
N
0
N
0
N
0
N
\
N
0
3
v
a�
a
E
v
}
a�
Q
0
Lu
L
rn
x
�w
�
�
U
_
~
oQ
UN
N �
d
Z
0
0
Z
�
Q
0
N
O
0
N
H
5/8" G.W.B.
111 /-I in / A Ifl Cen A,—n)
S.
FOR SHTG. 6 SIM.
D TO STUDS
3 WARTY WALL ATTIC ASWIBLY
1" CLR (AIR SPACE) SCALE:1"=1'-0"
R-21 5
5/8" G.
FLOOR
FLOOR
DIREC'
5/8" G.W.E
IED TO STUDS
:)5a1611O.G.
EE PLAN
IED TO STUDS
2 PARTY WALL FLOOR/01104 ASWIBLY
I" CLR (AIR SPACE) 5CALE:I"=1'-011
5/8" G.W
GONG. S
OI PARTY WALL TO FOOTING
D TO STUDS
6 16" O.C.
FLOOR SHEATHING SEE NOTE
FLOOR JOIST SEE PLAN
R-38 BATT. INSULATION
01
O FLOOR /CEILING OVER GARAGE
ROOF 455EML E 5
1./
D E 6GR I PT I ON
FIRE
RATING
RATING
SOURCE
SOUND
RATING
RATING
SOURCE
5=1
3/4" T4G PLYWD. FLOOR SHEATHING
I HOUR
G.A. FILE FC
45-49 STC
GYPSUM
_
ASPHALT COMPOSITION ROOFING (CLASS
1 HOUR
55032
SOUND TRANS
2 5 CIIEDITION
CEILING
FLOOR JOIST SEE PLAN
NR
120.1 ITEM #21
ESTIMATED
NR
FLOOR /
UNDSERLAYMENT W/ 60% OVERLAP OVER
O
ca
H
`
0
CEILING tv
R-30 BATT. INSULATION
72
z
z
Q
0
GARAGE
MANUR ROOF TRUSS a 24" O.C.
J
ZD
U
0
Z
Lu
BASE LAYER 1/2" PROPRIETARY TYPE 'X' GYPSUM
0
�/
U
z
III
W - 2
WALLBOARD OR VENEER BASE APPLIED AT RIGHT
H
uJ
0
0
Z
�
C
Lu0
ANGLES TO RESILIENT CHANNELS SPACED 12" O.G.
NR
N/A
NR
NR
TYP.
w/ I" TYPE 'S' DRYWALL SCREWS SPACED 8" O.C.
z
1
z
EXTERIOR
AT END JOINTS AND 16" O.G. IN THE FIELD OF THE
NA
NA
N/A
N/A
WALL
PANEL. RESILIENT CHANNEL APPLIED a RIGHT
O
�
1
)co
M
/ CEILING
ANGLES TO A MINIMUMS 1/2" DEEP PROPRIETARY
ASSEMBLY
WOOD I -JOISTS SPACED 16" O.C. w/ 13/4" TYPE 'W'
DRYWALL SCREWS. FACE LAYER 1/2"
PROPRIETARY TYPE 'X' GYPSUM BOARD OR
III
W - 3
GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES
TO RESILIENT CHANNELS WITH 15/8" TYPE 'S'
TYP. UNIT
SCREW 10 6" O.G. AND 1 1/2" TYPE 'G' DRYWALL
SEPERATION
SCREWS 6 8" O.G. AT BUTT JOINTS LOCATED MID
WALL
SPAN BETWEEN RESILIENT CHANNELS.
ROOF 455EML E 5
WALL A55EM5L IE5
DESCRIPTION
FIRE
RATING
RATING
SOURCE
SOUND
RATING
RATING
SOURCE
5=1
E
RATING
SOURCE
RATING
SOURCE
TYP. ROOF /
ASPHALT COMPOSITION ROOFING (CLASS
1 HOUR
IBC TABLE
N/A
N/A
CEILING
A) OVER I LAYER OF ROOFING
NR
120.1 ITEM #21
NR
NR
HEATED
UNDSERLAYMENT W/ 60% OVERLAP OVER
O
ca
H
`
0
SPACE
ROOF SHEATHING PER STRUCTURAL
z
z
Q
0
W�
ZD
MANUR ROOF TRUSS a 24" O.C.
J
ZD
U
0
Z
Lu
2" AIRSPACE
0
�/
U
z
III
W - 2
BAFFLE CARD
H
uJ
0
0
Z
�
C
Lu0
VENTED BLOCKING
NR
N/A
NR
NR
TYP.
R-49 BATT
z
1
z
EXTERIOR
INSULATION
NA
NA
N/A
N/A
WALL A55EM5L IE5
FLOOR / CEILING 455EMBL IE5
D E 5CR I PT I ON
FIRE
RATING
SOUND
RATING
5=1
E
RATING
SOURCE
RATING
SOURCE
UJ =
2" RIGID INS. UNDER ENTIRE SLAB AT HEATED SPACES
U
TYP.
2x4 STUDS 4x1 16" O.C. U.N.O. ON PLAN
NR
N/A
NR
NR
INTERIOR
U)
O
ca
H
`
0
WALL
CONC, SLAB SEE STRUCTURAL
z
z
Q
0
W�
ZD
1/2" G.W.B. EA. SIDE
J
ZD
U
0
Z
Lu
SIDING PER ELEVATION (COORDINATE SUBSTRATE
0
�/
U
z
III
W - 2
PER BELOW) OVER ONE LAYER WEATHER
H
uJ
0
0
Z
�
C
Lu0
RESISTIVE BARRIER W/ 60% OVERLAP
NR
N/A
NR
NR
TYP.
"UNDERLAMENT" OR "SINGLE FLOOR" FINISH
z
1
z
EXTERIOR
SHTG, PER STRUCTURAL
NA
NA
N/A
N/A
WALL
PERPENDICULAR WITH FLOOR JOISTS STAGGERED.
O
�
1
)co
M
/ CEILING
2x6 STUDS s 16" O.C. UN.O. ON PLAN PER
ASSEMBLY
STRUCTURAL
1/2" GW$ w/ P.V.A. PRIMER (PERM PAINT)
R-21 BATT INSULATION
III
W - 3
1/16" O.S$. ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM
SHEATHING SEE PLAN VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO
EACH SIDE OF DOUBLE ROW OF 2x4 WOOD STUDS 16" O.C. ON
TYP. UNIT
SEPARATE PLATES I" APART WITH bd COATED NAILS, 11/5"
SEPERATION
LONG, 0.0915" SHANK, 1/4" HEADS, 1" O.C.
WALL
JOINTS STAGGERED 16" ON OPPOSITE SIDES. HORIZONTAL
BRACING REQUIRED AT MID -HEIGHT. (LOAD-BEARING)
I HOUR
GA WP
45-49 STC
N/A
3310
SOUND
TRANS
ESTIMATED
2x4 or 2x6 a 16" O.C. STAGGERED /SEE PLAN
I" AIR SPACE
2x4 or 2x66 16" O.C. STAGGERED / SEE PLAN
1/16" O.S$. (1) LAYER 5/8" TYPE "X" GWB
SHEATHING SEE PLAN
1/2" G.W.B. EA. SIDE
PLUMBING
NR
N/A
NR
NR
WALL AT
SHTG. PER STRUCTURAL
INTERIOR
UNIT
2x STUDS 9 16" O.G. U.N.O. ON PLAN PER
STRUCTURAL
PLUMBING / MECH. PIPES
FLOOR / CEILING 455EMBL IE5
LL
0
a
a�
0
Q
a
00
m
0
N
0
N
0
N
N
0
N
to
a�
a
E
v
Q
0
LLI
v
0
N
a�
r`
N
0
O
N
H
D E 5CR I PT I ON
FIRE
RATING
RATING
SOURCE
SOUND
RATING
RATING
SOURCE
5=1
E
U_
N
d
2" RIGID INS. UNDER ENTIRE SLAB AT HEATED SPACES
U
TYP. SLAB
FLOOR FINISH PER PLAN
NR
N/A
N/A
N/A
ON GRADE
U)
O
ca
H
`
0
CONC, SLAB SEE STRUCTURAL
z
z
Q
0
W�
ZD
4" CAPILLARY BREAK MATERIAL PER GEOTECH
J
ZD
U
0
Z
Lu
REPORT
I
11=
0
�/
U
z
1
Z
1-11--�
MOISTURE BARRIER
H
uJ
0
0
Z
�
C
Lu0
19/2" WOOD STRUCTURAL PANELS, MIN. GRADE
W
�-�--�
C/)
0
0
C)
"UNDERLAMENT" OR "SINGLE FLOOR" FINISH
z
1
z
w
FLOORING. FACE GRAIN OF PLYWOOD TO BE
NA
NA
N/A
N/A
TYP. FLOOR
PERPENDICULAR WITH FLOOR JOISTS STAGGERED.
O
�
1
)co
M
/ CEILING
ASSEMBLY
'I' JOISTS PER STRUCTURAL, SPACED 16" O.G.
FIRESTOPPED
'X'
1/2" TYPE G.W.B.
LL
0
a
a�
0
Q
a
00
m
0
N
0
N
0
N
N
0
N
to
a�
a
E
v
Q
0
LLI
v
0
N
a�
r`
N
0
O
N
H
U)
ca
m
L
E
U_
N
d
U
M
N
>
UJaD
rn
m
Z
U)
O
ca
H
`
0
z
z
Q
0
W�
ZD
J
ZD
U
0
Z
Lu
0
�/
U
z
1
Z
0
H
uJ
0
0
Z
�
C
Lu0
W
�-�--�
C/)
0
0
C)
U
z
1
LL
0
a
a�
0
Q
a
00
m
0
N
0
N
0
N
N
0
N
to
a�
a
E
v
Q
0
LLI
v
0
N
a�
r`
N
0
O
N
H
U)
ca
ui
L
E
U_
N
N
M
N
>
UJaD
rn
0
ca
Z
U)
O
ca
H
x
z
z
Q
w
W�
ZD
J
ZD
U
LL
Z
Lu
0
�/
U
z
1
Z
0
H
uJ
0
0
Z
�
Q
Lu0
W
�-�--�
C/)
C)
U
z
1
z
w
Z
Z
>
LU
M
ti
Z
I
0-
0
<
O
�
1
)co
M
LL
0
a
a�
0
Q
a
00
m
0
N
0
N
0
N
N
0
N
to
a�
a
E
v
Q
0
LLI
v
0
N
a�
r`
N
0
O
N
H
ca
L
E
N
N
N
>
��/U
v )
0
ca
O
ca
d
x
a)
w
U ~
~
N
a ¢
U
z
L
m
0
0
Z
�
Q
0
LL
0
a
a�
0
Q
a
00
m
0
N
0
N
0
N
N
0
N
to
a�
a
E
v
Q
0
LLI
v
0
N
a�
r`
N
0
O
N
H
A-6
Project Number
Sheet Number
OF
Sheet Contents
Project Title
A Triplex for:
Cynthia Schmier
204 SE Railroad Ave. Yelm, Wa.
Drawn By Checked By
Date
Date
Structural Engineer
Precise Engineering Inc.
1011 Mellen Street Centralia, Wa. 98531 Ph. 360-736-1137
Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited.TTARKN
E
NHAH.DDLORAH
N
E
F
SSIO
OPR
N EE NAL G IREADVANCED DRAFTING SERVICES
1011 MELLEN STREET CENTRALIA, WA. 98531
360 - 736 - 4751
PLANNING - DESIGN - DOCUMENTATION
A-7
Project Number
Sheet Number
OF
Sheet Contents
Project Title
A Triplex for:
Cynthia Schmier
204 SE Railroad Ave. Yelm, Wa.
Drawn By Checked By
Date
Date
Structural Engineer
Precise Engineering Inc.
1011 Mellen Street Centralia, Wa. 98531 Ph. 360-736-1137
Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited.TTARKN
E
NHAH.DDLORAH
N
E
F
SSIO
OPR
N EE NAL G IREADVANCED DRAFTING SERVICES
1011 MELLEN STREET CENTRALIA, WA. 98531
360 - 736 - 4751
PLANNING - DESIGN - DOCUMENTATION
EXTENT OF HEADER (TWO BRACED WALL PANELS)
EXTENT OF HEADER (ONE BRACED WALL PANEL)
AFA FC�TAL F(RAM
EECi ON
E CCNc7TRJC. ION (EIEC[; 5UILT THRU WALL
U
(4)
ROOF AREA (UPPER) 3,218 SQ. FT.
I.
HEADER PER PLAN (MINIMUM 3"xIV4'9
2•
MINIMUM (2) 2x6 STUD FRAMING TYP.
3.
FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 16d SINKER
50% VENT REQ. AT SAVE
158.4 SQ. INCHES
NAILS a 3" O.C. TYP.
4.
5IMP50N M5TA24 STRAP TIE HEADER TO WALL ON INSIDE
Q
FACE
5.
FASTEN SHEATHING TO HEADER W/ 8d COMMON OR GALV.
7I a
BOX NAILS IN 3" GRID PATTERN AS SHOWN 4 3" O.G. IN ALL
�
I..I..I
FRAMING (STUDS, BLOCKING, SILLS) TYP.
6.
%a" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING
�•
FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE
L
BLOCKED W/ 3x OR (2) 2x, 4 OCCUR WITHIN 24" OF MID HEIGHT.
'W^
IF 2x BLOCKING IS USED, FACE NAIL W/ (3) 16d SINKERS.
8.
5IMP50N 5THD14 STRAP TIE HOLDOWN AS SHOWN OR (HDU5)
DIA. ANCHOR BOLT W/ 7 MINIMUM EMBEDMENT. USE
1/4"x3"x3" PLATE WASHER MINIMUM
(10) 10.
FOUNDATION PER PLAN
II.
SHEATHING FILLER IF NEEDED
12,
5IMP50N LSTHDS STRAP TIE HOLDOWN AS SHOWN (OR HDU4)
SCALE: 3/8"=1 '-0"
AREA SHALL
®®F VENT I L AT I C , BE Y3mmT;H. PER IRC 1203.2
ROOF AREA (UPPER) 3,218 SQ. FT.
ROOF AREA (LOWER) 352 SQ. FT.
260 / 300 = .9 SQ. FT.
129.6 SQ. INCHES REQUIRED
655 / 300 = 2.2 SQ. FT.
316.8 SQ. INCHES REQUIRED
50% VENT REQ. AT RIDGE
64.8 SQ. INCHES
50% VENT REQ. AT RIDGE
158.4 SQ. INCHES
50% VENT REQ. AT SAVE
64.8 SQ. INCHES
50% VENT REQ. AT SAVE
158.4 SQ. INCHES
P1C/`/1 �iCAIT
LFT ILIVATION
SCALE: 1/8" I' -O"
'1POSITION
�G. ROOF
rERIAL
)IE PANEL W/
4" BATTS g
.c.
RIGHT ILIVATION
SCALE: 1/8" = I'-0"
LOWER ROOF LINE
Lu
�I
z
O
J
N L
to
��
I
Z
LLW
m
J
U
Q
zl
J
OL
SLOPE: 5:12
UPPER ROOF LINE
WALL LIN BELOW
LOWER ROOF LINE
DRAFT STOP
RIDGE LINE w/ CONT. RIDGE VENT
5:12 5:12
-
UF PER ROOF LI E
LOWER ROOF LINE
y�-1 Lam`
5:12 5.12
5/412 TRIM
HARDIE SHING.
LOWER ROOF LINE
5/412 TRIM
n
I
JI
W u
C
m
N L
to
��
I
Z
z Q
J
J
`-6
Q
co
�
7I a
C
U
�
I..I..I
SLOPE:
5:12 5:12
ROOF PLAN
SCALE. 1/8" = I'-0"
MIN
mid fir; mil i"n l0MI m Im
mn�� mem n�mn �mni�
pv
�I��I■,� 111��,■�11
MFMINMINI
�I
6x6 POST 5/4x4 TRIM GARAGE DOOR
FRONT ILIVATION
SCALE. 1/8" = I'-0"
RNAR ILIVATION
SCALE: 1/8" = I'-0"
M
ti
r, T♦ o
V / cD
co
61,
C
O
O
bis
N L
to
��
O�ObbH �
eQ
M
ti
r, T♦ o
V / cD
co
CD
O
Of M
W 00
00
rn
Q
Z
U— 7
II --
Lu
H
Lu
Lu
w cn
U w' -;T
Z _j,
QJ
w
Mr
Q
M
Lo
(D
o
rn
w
a)
`-6
co
�
1 1 1
I.nL,I
C
U
�
I..I..I
W
L
•
ca
(n
n
L
_
U
'W^
U
~
Q
2-
o
CD
O
Of M
W 00
00
rn
Q
Z
U— 7
II --
Lu
H
Lu
Lu
w cn
U w' -;T
Z _j,
QJ
w
Mr
Q
Ca
L E
w
-�
CU
Q
U 0
U) o
�6
L
•
0
- Ca
'W^
U
~
Q
UN
o
oo
7
�
ET a
t
Q
N
0
A-9
Project Number
Sheet Number
OF
Sheet Contents
Project Title
Drawn By Checked By
Date
Date
Reproduction or re-use of these drawings without the written permission of the Design Team is prohibited.
ADVANCED DRAFTING SERVICES
1011 MELLEN STREET CENTRALIA, WA. 98531
360 - 736 - 4751
PLANNING - DESIGN - DOCUMENTATION
A Triplex for:
Cynthia Schmier
204 SE Railroad Ave. Yelm, Wa.