Plans LEGEND:
C rff OF TIGAM —5S SANITARY SEWER
REMWEU FOR COD COIIdI'LIAN —SD STORM DRAIN
254.2 A WATER LINE 12564 SW Main Street
i 254.8—
Q 0 MANHOLE Tigard,OR 97223
58.00' — �b OTC9 CATCH BASIN [T]503-941-9484
■
/ 36.00' / \ ' '~ n DATE: 2/9/2016
N r — STREET LIGHT REVISIONS
AdRAYWOOD ASH/ FRAXINUS NO. DATE DESCRIPTION
ti OXYCARPA'RAYWOOD':
5.00' Sui
X,
r
Data 2"CAL., BaB
28.55' By'
ER
PLANT (3) STREET � \ � I STRAW WATTLE PERIMETER
TREE: T CAL. H 252 9\ \ �` �o EROSION CONTROL
JUNE SNOW DOGWOOD 4I I \ 252'5 \ FLOW DIRECTION ARROW
CORNUS CONT�ROVERSA t',\ B. ° OFF CE COPY
FZ SETBACK SUMMARY
H 12.46' �'� FRONT SETBACK: 12'
Q h a TEMP. �; 252.3 SIDE SETBACK: 3'
�1 2 �- 1SALES
' STREET SIDE SETBACK: 8'
j OFFICE \ FRONT GARAGE SETBACK: 20'
252.9
f Q 21 s FRONT PORCH SETBACK: 8'
Q- 3� N i % \ 253.4 5,579 SF 5.28'
j s 3
N N SIDEWALK S . tib° SIDEWALK
6.00'
PUE
— —N - LOT COVERAGE:
C) 252 9a- ' Q 252.5
T SIDEWALK \�� —N in _ LOT AREA: 5,579 SF RIVER
coi? 251.5 �_; � �
A ' L ADA _ — — — 12.25'— TERRACE FOOTPRINT: 1,183 SF
Lu LANDINGLu
TERRACE
I 255.7
250.7 ' .4 NORTHWEST
COVERED PORCH: 0 SF
°' ADA !
° } ROUTE " SS CANTILEVER LIVING SPACE: 0 SF
O
0 � �SS � SS � DECK AREA: 0 SF
%/ 250 \ WATER METER SD
�NE TOTAL COVERAGE: 1,183 SF
h W STORM LATERAL , So
LOT 21
SD o
N SANITARY LATERAL o, 50.00' �, 11% NOS-�-v M 21.2 % PLOT PLAN
28.00 S
W
oFD w ;; IMPERVIOUS AREA: 1,714 SF
c _ a CITY OF TIGARD
a
248 — / — / % , ,� Approved by tanning
Date:
.3 Initials: L.S
RIVER TERRACE NORTHWEST (503) 221 -1920
p PROJECT NO.: 395-037
TYPE: CONSTRUCTION
2 SCALE REVIEWED BY: PRE
co
LOT 21 (R-12, MEDIUM) - TEMPORARY SALES OFFICE "J!!�
RIVER TERRACE NORTHWEST
,s
17255 SW HOLLY RIDGE LANE 1INCH=20 FEET
Z
q 2
1
JAN 2 7 20?6
50'-0" CITY OF
S�
40 6' 0BUILDING ®VIpN
2'-0" V-0" 6'-0" 6'-0" 6'-0" 6 -0 - -
00,
011
do
2 1
S4.0 S4.0
AT LANDING
(:A
36"x 24"x REQ'D
AREA WELL FOR
ACCESS.VERIFY
LOCATION
o N 7'-2314" 6'-6" 8'-6" 9'-3" 9'-3" 9'-3114"
3
I?cn S 4.2
Ong
- CV
B N s
-flu- -11fl-
S 4.1
S4.2
C> 4TYP. TYP
M 2 TYP. FRAME SUPPORT 4
m . S4.1
r
rn
(:c N
1 2<( } ,L
S4.0 S 4.0
FOUNDATION PIAN AT LANDING
� REGOtR 6 �
F Pl. 1819 �'7
/�YA.RAS
EXPIRES:12/31/16
REV. DESCRIPTION DATE BY SHEETcJOB#
REUSE OF DOCUMENTS ��� f L.U. 437-438
FOUNDATION PLAN
THIS DOCUMENTAND THE IDEAS AND
DESIGNS INCORPORATED HEREIN ARE PROJ.
THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS 24' X 50' PIT SET FOUNDATION SHEE #
SYSTEMS INC.AND ARE NOT TO BE
USED IN WHOLE OR IN PART FOR ANY
OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEIdS,INC. WILLIAM LYON HOMES, INC. S 1 .0
WRITTEN AUTHORIZATION. TELEPHONE(503)799.4949 FAX(503)74"950
P.O.BOX 119,9497 PORTER ROAD,AU--.---OR 97325
®A 1 PAGE
Rw9a..9:, ADDRESS DRw T S DATE 1/12116
SIMPSON CS18 W/(4)
N1O'S EA. END-(4)TOTAL CHASSIS BEAM
AT BOTH TOP&BOTTOM
t777
(2)P.T. 4 x 8 x 2'-0"L. WEDGE/SHIM
(2)4 x 8 POSTS #10 TEK SCREW — AS REQ'D
(3) 12d TOE NAIL-TYP. AOPT- PRE-FAB METAL J.E
P.T.2 x 8 CAP
EACH SIDE #1 PIER. RATED 6000# I IE OP
4 x 8 x 16 CMU 2T.
(2) N10'S �
(3)P.T.4 x 8 x 3`-0"L. FLAT P.T.2 x 12 x 24"L. g x 8 x 16 CMU
f—
�- 11
. =I 11 # I 1=III-III1 I I-III-I 1I
COLUMN FOOTING CHASSIS BEAM FOOTING
36"x 24"x REQ'D GALV.
AREA WELL
2`-8"
2'-0" o III
TACK WELD
--<_ BACK SIDE
P.T.2x JAMBS AT
i < SIDES AND BOT. 3/16"DIA/HOLE W1
o (4)#8 SCREWS
MIN. 30"x 20" t-
' FINISHED PL. 1/8"x 1"x REQ'D
OPENING
1/2"x 12GA. EXPANDED METAL
W/1/4"GALV. SCREEN �FR�D�PF�Si
ACCESS COVER 13.431
S OREGON b
n CRAWL SPACE ACCESS F°T to
TyA.RAS
/ EXPIRES:12/31/16
REV. DESCRIPTION DATE BY SHEET JOB#
REUSE OF DOCUMENTS �� FOUNDATION DETAILS L.U. 437-438
THIS DOCUMENT AND THE IDEAS AND
DESIGNS INCORPORATED HEREIN ARE
THE PROPERTY OF MODERN BUILDING 4#4ABUILDING SYSTEMS PROJ. 24' x 50' PIT SET FOUNDATION SHEET
SUSEDYSTEMS INC.AND ARE NOT TO BE tN WHOLE OR 1N PART FOR ANY MODERN BUILDING SYSTEMS.INC
OTHER
WILLIAM LYON HOMES, INC.
.
OTHER USE OR PROJECT WITHOUT
WRITTEN AUTHORIZATION. TBEPHONE(503)74949149 FAX'(503)7494950
P.O.BOX 710.9193 PORTER ROAD,AUIASY0.1£OR 97325
®tia,ERN oi.,'aPs"vs , N oibi16"' `°`�`� ADDRESS DRWTS DATE 1/12/16
u
00 P.T.2 x 6 BRACE AT MAX.
FOUNDATION NOTES ui O EXISTING'Z'FLASHING 6'-0"O.C. AT 45+/-DEGREE
w TYP. ANGLE.
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS.THIS STRUCTURE SHALL BE 2 12d AT 8"O.C.
OW 2x8W/(3) 12dATMIN.
ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING �W 1/2"P.T. PLYWOOD W/ (2)JOISTS
AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC/ z HDG 8d AT 4"&8"O.C.
SOD UNDER ALL BEARING PADS. z (BLOCKED)
2. DESIGN LOADS:
ROOF DEAD LOAD 12 PSF SLOPE AWAY-TYP.
ROOF SNOW LOAD 25 PSF `- ;';
a GRAVEL OR SAND FILL -
FLOOR DEAD LOAD 10 PSF SIMP A35 W/(6)N8'S g
26 GA. FLASHING OVER ; o? �o a
FLOOR LIVE LOAD 50 PSF
+ ICE&WATER OVER T.. c.�- EA. LEG int
- �
6 MIL.VAPOR BARRIER! �' ���4a� I P.T.2 x4
WIND LOAD Lambda= 1.0 Vult= 140 MPH (Vasd= 108 MPH)3 SECOND GUST-EXP B I ( a s r ,�
(2) 12d HDG AT BRACE— 'g,. - P.T.2 x 4 AT 24 O.C.
SEISMIC FOUNDATION SYSTEM: Ss=0.956 Fa=1.117 Sds=0.712 FDN DRAIN IF SITE REQ'DWI(2)12d EA END
RISK CATEGORY 11I—
le= 1.0 SEISMIC DESIGN CATEGORY D I�—Fl—It-l�' '2) l2d{ TOENAIL SITE CLASS D P.T.4 x 8 CONT. EACH SIDES,;,1 I,
ALLOWABLE 1500 PSF AT SOIL
BEARING CAPACITY SIDEWALL FOOTING
3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM-FIR, NO.2&BETTER.
TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE
CATEGORY UC4A,TO A MINIMUM RETENTION OF 0.40 PCF.AT PIECES IN CONTACT WITH GROUND,SAWN
END GRAIN SHALL BE FIELD TREATED WITH 2%MIN. CONCENTRATION COPPER NAPHTHENATE.TREATED
PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. P.T.2 x 4 BRACE AT MAX.
TREAT FACE OF 2 x 4 AND 2x RIM
2 x 4 FRAMING SHALL BE HEM-FIR, STANDARD OR BETTER,TREATED 2 x 4 FRAMING SHALL MEET THE V-0"O.C.AT 45+/-DEGREE
REQUIREMENTS SPECIFIED ABOVE. COMPACTED 3/4 MINUS GRAVEL ANGLE.
OR SAND2 x 8 W/(3) 12d AT MIN.
4. ALL FASTENERS TO BE HOT DIPPED GALVANIZED OR EQUAL AT P.T. MEMBERS. CONCRETE LANDING/WALK _ (2)JOISTS
5. VENT CRAWL SPACE w/(6) 15"SQ. METAL VENTS(MODERN STANDARD). INSTALL 6 MIL. VAPOR BARRIER
ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12". 12d AT 8"O.C. a
" P.T. PLYWOOD W/HDG 8d '� ~
6. CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM 1/2 —"'�_;.,�;�
AT 4"&8"O.C. BLOCKED ------
BUILDING
PAD TO AN APPROVED DRAINAGE SYSTEM. (BLOCKED)
co
26. GA. FLASHING OVER ICE& l = '
7. FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED BY BCD, EXCEPT FOR THE SUITABILITY OF THE 1�-.� .r= SIMP.A35 W/(6) N8'S
DESIGN TO SUPPORT THE MODULAR BUILDING.APPROVAL AND INSPECTION OF THE FOUNDATION j WATER OVER 6 MIL.VAPOR ^ EACH LEG
BARRIER .ter ��"-^-'�'
SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. — ;�?^' I P.T. 2 x 4
(2) 12d HDG AT BRACE `:�`'`=�"'� '
P.T.2 x 4 AT 24"O.C.
FDN DRAIN IF SITE REQ'D -- ` W/(2) 12d EA. END
177 1 777 7 pp
�(2) 12d TOENAIL
P.T.4 x 8 CONT. —I 11- I —I
I — EACH SIDES,;,
1—� —I 13.431
OREGO
S017.18,0
SIDEWALL FOOTING AT LANDING A RAS
z 3/4" = 1'-011
EXPIRES?12/31/16
REV. DESCRIPTION DATE BY SHEET JOB#
REUSE OF DOCUMENTS ERN FOUNDATION NOTES & DETAILS L.U. 437-438
THIS DOCUMENT AND THE IDEAS AND
DESIGNS N ARE
THE PROPERTY ED OFMODERN�DING BUILDING SYSTEMS PROD. 24' x 50' PIT SET FOUNDATION SHEET
SYSTEMS INC.AND ARE NOT TO BE
USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS,INC. WILLIAM LYON HOMES, INV. S4.0
OTHER USE OR PROJECT WITHOUT
WRITTEN AUTHORIZATION. Ta�pltoNE(wsl 749-19/0 FAtc(so31715 4950
P.O.BOX 710.8493 PORTER ROAD,AUlfSViLE,OR 97325
C11EacouraaeaePAGErwwmodero6u7Sn8syslems.com ADDRESS oRw-rS DATE 1/12/16
MODERN BUlOWO SYSTEMS.)<tC.201E
LL LL
Op Op
00 w O
SIMP. CS1811U/ 4 N10S EA.
C� O
zt
w CHASSIS END RAIL END(2)STRAPS AT BOTTOM SIMP CSI W/(4)N10'S EA. END w
2 w P.T. FILLER (1)STRAP AT TOP (2)STRAPS TOTAL AT BOTH w
a TOP&BOTTOM 1/2"P.T.PLYWOOD W/ tY
Ll n n u lL. j i
1/2 P.T. PLYWOOD W/ HDG 8d AT 4!'&8 O.C.
rr
? HDG 8d AT 4 &8"O.C. BLOCKED Z t-
(BLOCKED) j
m
�-- SLOPE AWAY-TYP. SLOPE AWAY-TYP..
co
P.T.4 x 10 POST
P.T.4 x 8 POST s
GRAVEL OR SAND FILL .. � �`'" �_ c —GRAVEL OR SAND FILL
°- 4 x 4 POST +a — n
i }
26 GA. FLASHING OVER- ` '_' r_ �r :,7;�,.,_,a,
-���,/-�, P.T. 6 x 10 x 1 3 L FLAT 4 x 4 POST �26 GA. FLASHING OVER ,
Os
+ ICE&WATER OVER K ��_: "`a'" ICE&WATER OVER +
�„w9,�,.1 (3) 12d TOE NAIL TYP , r, '; o ; �-
b> 6 MIL.VAPOR BARRIER I P.T.6 x 8 x 1-3 L FLAT _+moi t 6 MIL.VAPOR BARRIER o7
I ,x o, EACH SIDE
t- = ¢` 4 x 8 x 2
T
P. . '-0"L FLAT (3) 12d TOE NAIL TYP
_=-.�-- .-
���w, EACH SIDE
I --� JtI -# II-I I _ 1 -r1 -
FDN DRAIN IF SITE RE _ I 511
1 I �_—� # P.T.2 x 4 W/#5 x 1'-6" P.T.4 x 8 x 2'-0"L FLAT I I I —I I I�I I 1-111
— —_I (FDN DRAIN IF SITE REQ'D
I �i I r ,—r r r—DRIVE PIN EA. END-TYP. _, , 1r , ,—I r 1!I I I— —i r r , ?
P.T.4 x 8 CONT. P.T.2 x 4 W/#5 x 1'•-6° 11 P.T.4 x 8 CONT.
n ENDWALL COLUMN FOOTING (FRONT END) DRIVE PIN EA. END-TYP. n ENDWALL COLUMN FOOTING (BACK END)
3/4" = 1'-0" 3
00 00
w 00 P.T. 2 x 6 BRACE AT MAX. w p
P.T.2 x 6 BRACE AT MAX.
w CHASSIS END RAIL 5'-0"O.C.AT 45+/-DEGREE 5'-0"O.C.AT 45+/- w
p ANGLE 12d AT 8"O.C. 0
DEGREE ANGLE
O P.T. FILLER 2 x 8 W/ 3 12d AT EA. JOIST 1/2" P.T. PLYWOOD W/ O
w ( ) SIMP A35 W/(6) N8'S
w u�l ,r HDG 8d AT 4 &8 O.C.
1/2 P.T. PLYWOOD W/
� YW EACH LEG
U-
F- HDG 8d AT 4"&8"O.C. (BLOCKED) a
n (BLOCKED)
co �— SLOPE AWAY-TYP. SLOPE AWAY-TYP. -�
q- 2 x 8 W/ 3 12d AT
ti GRAVEL OR SAND FILLf 1l . � ;• SIMP A35 W!(5) N8'S EA. LEG EACH JOIST - RAVEL OR SAND FILL a
26 GA. FLASHING OVEK—L' P.T.2 x 4 := t n 26 GA. FLASHING OVER
P.T.2 x4r :�_. -
+ ICE&WATER OVER -y,.. _ ICE&WATER OVER +
z�, P.T.2 x 4 AT 24 O.C. ��—
1-�• -- ;; - I P.T. 2 x 4 AT 24 O.C. I '``• .�_.� 6 MIL.VAPOR BARRIER
o) 6 MIL.VAPOR BARRIER `1} W/ 2 12d EA. END `-� -�
r i � ��'R..�.-�'- ". I W/(2) 12d EA. END ( ) t , �•�4_ �-4" ,
(2) 12d HDG AT BRACE mss` ' I P.T.4 x 8 CONT. 2. I(2) 12d HDG AT BRACE
i R P.T.4 x 8 CONT. Z
11= t =1 I !=1 _
FDN DRAIN IF SITE REQ'D I —� {—� i= ( _(2}�12d TOENAIL (2) 12d TOENAIL l I 1 f FRN DRAIN IF SITE REQ'D �F��� F
—' � I— — EACH SIDE EACH SIDE I , ', r!,;,' I r r{ I I I r r 1 v `' ( i
i t. 73.431
n ENDWALL FOOTING (FRONT END) n ENDWALL FOOTING (BACK END) Ir ORE00N�b
IS
'` 3/4 1 -0 Y 3/4 1 -0 j T R,9
R AS
EXPIRES:12/31/16
REV. DESCRIPTION DATE BY SHEET JOB#
REUSE OFDOCUMENTS ��� FOUNDATION DETAILS L.U. 437-438
THIS DOCUMENT AND THE IDEAS AND
DESIGNS INCORPORATED HEREIN ARE
THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROD. 24' x 50' PIT SET FOUNDATION SHEET
SYSTEMS INC.AND ARE NOT TO BE .
USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS.INC. WILLIAM LYON HOMES, I N�. 41
OTHER USE OR PROJECT WITHOUT
WRITTEN AUTHORIZATION. TEMMMT-(503)74""2 FAX.:Iso3I 7481950
P.O.ISM 110,8483 PORTER ROAD.AUMSV&LE,OR$7325
0L`40DEMBUILDINGSYBT�s m.2 e� "'a "�-�"' ADDRESS '
ROY SW 8-HOLLS FERRY RODGERS
DRW TS DATE 1/12/16
1
CUT SIDING AND INSTALL
5/8"'Z FLASHING
26 GA.x REQ'D GALV. ROLL
FLASHING OVER 6 MIL
VAPOR BARRIER
CONCRETE LANDING/WALK
15"SQ. METAL VENT
t W/WELL WHERE
° REQ'D BY GRADE
igh Zh yp
(( ( ( ?dfiCtg M2 0 �.Z3`.
SEE SHEET S4.0
FOR TYP. NOTES I y
�C���
00MOC AND DIMENSIONS�bghXsc?�?d�1�' �ct c' b' �5 E
O 'C G C�.t'• 4 H O Ct'CjoO C �y,�j .
n_• .e.:o.arS'cn� encncn ��
t 1! t 1 1 1 t s t 1 1 1
SIDING AT SLAB n FOUNDATION VENT
1 1/2" = 1'-0"
pp
�Y RfGON
le
/A.RASA"
EXPIRES:12/31/16
REV. DESCRIPTION DATE BY SHEET
REUSE OF DOCUMENTS FOUNDATION DETAILS JOB# .U. 437--438
THIS DOCUMENT AND THE IDEAS AND
DESIGNS INCORPORATED ERTYOFMODER HEREIN ARE PROJ. 24' x 50' PIT SET FOUNDATION SHEET#
CI13ERN
THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS
SYSTEMS INC.AND ARE NOT TO BE
USED IN WHOLE OR IN PART FOR ANY WILLIAM LYON HOMES, INC. S 4.3
OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS.INC.
V"FTEN AUTHORIZATION. TELEPHONE--(503)749-4049 FAX(503)759.4M
P.O.BOX 11 D,9493 PORTER ROAD.AUMSYLLE,OR 97325
CFffCK OUT OUR 1VEH PAGE•vevmaQembu3d'nps}atem400m
a MOOERN BULDNG SYSTEMS,NO 2018 ADDRESS ' �A'TS DATE 1/12/16