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LEGEND:
—ss SANITARY SEWER Pacific
o Community
—So STORM DRAIN
Design
—w WATER LINE
0 p 69.4' 0 p 0 ® 2564 SW Main Street
Q MANHOLE Tigard,OR 97223
[T]503-941-9484
laNalaraarilWia�� �illoW� l�Y ��.M�������..���� ������..�� �•��..-a�aaaa�� CATCH BASIN
302.3 DATE 7/24/20
C) 308.7 0 0 p I 1 REVISIONS
"'�` nN\ X11` — NO. DATE DESCRIPTION
20.57' 20.58' 17 —Q— STREET LIGHT
E
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• I " ����� EROSION CONTROL
�� �� FLOW DIRECTION ARROW
I
11111 I
EXISTING
III
; ; TREES TO BEon
STREET SECTION, SEE
149 PROTECTED 0 CONSTRUCTION DOCUMENTS
o I 7,291 SF I I I (TYP)
3.00' I I1 ,��
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BUILDING: lI I I SETBACK SUMMARY
Y 150 6373A i o FRONT SETBACK: 12'
FF=313.34 0 , I SIDE SETBACK: 3'
:_ ' II �� STREET SIDE SETBACK: 8'
a 1-HR FIRE I I ,
RATED EAVES " I ` 3.42' s FRONT GARAGE SETBACK: 20'
-.,IH- \ li I FRONT PORCH SETBACK: 8' 1
o �� I I 1 HR FIRE REAR SETBACK: 15'
(N LriI RATED EAVES
REAR COVERED PATIO SETBACK: 10'
GARAGE I;I I ; s.a�
PORCH ,
1— LI
_ I I
1-11:---- ---- L _1-I- --iII�0. — I ►� LOT COVERAGE:
„ , ---
Ui '��I I RIVER
N -- 6.00, - - `I_-� o ,
o, 0 PUE, TYP. `�� 0 I— -- 1 L� - LOT AREA: 7,291 SF
1 — -
- 311.3 , ' 22.42' u I`\� TERRACE
:nA —
�-__ ��! 16.68' 12 00 — �— — — — BUILDING FOOTPRINT: 3,727 SF
307.7 — EAST
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\`��" �►` COVERED PORCH: 72 SF
Allhh. \10,11 111\
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n�� .' LIII —.r-11� COVERED REAR PATIO: 334 SF
(0 1�.tiC�1\ ���IIt. 1:
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.W. , "-/ ��;' /�/ ��-�. '-� ,' CANTILEVER LIVING SPACE: 0 SF 149
v �1 T. l'illr WATER METER DECK AREA: 0 SF PLOT PLAN
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a, CERCIDIPHYLLUM JAPONICA SANITARY LATERAL STORM LATERAL TOTAL COVERAGE: 4,133 SF
a Eq): /I S / 5u Si SD SfU-
SW 165TH �VENU I f ��\ \ 56.7 %
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CI CIT" Of TIGARD
p. TYPEECT NO.: CONSTRUCTII((
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2S 1 W6 Approved by Planning SCALE REVIEWED BY: PI
9 LOT 149 (R-7, ESTATE) Date: Itp—q—V 10 20
co-
RIVER TERRACE EASTS`
Initials:nitials` 1 INCH=20 FEET
a 13090 SW 165TH AVENUE
Pacifi umber I-JOIST LAYOUT NOTES: Lu w
COMPANY II *ALL BEAM SIZES PER ARCHITECTIENGINEER LU Z W
T R U S S 11-7/8 RFPI — 2 0 @ 16 O. CC
*SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 5 Q
10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING
BEAVERTON, OR fl = F RF IR REQUIREMENTS Q U m
(506)858-9663 1/4 1'-0" Scale ON 24" X 36 SHEET MOVE JOISTS +1- 4" TO AVOID PLUMBING w o ` w
PL18-121 CUSTOMER: POLYGON Zd N
START FRAMING HERE SHADED LOCATIONS ON LAYOUT REPRESENT HVAC RUNS M o
LEVEL:MAIN PLAN# 6373 A O 1 O
PAGE#1 OF 1 PLAN NAME: ENGLISH REVIVAL 4 O 0
DESIGNER KAMI HENDERSON LOT# ' CC
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DESIGN DATE:4118/18 SQ FT: 2860 R1 RI D-
PAC.LBR.REV.5/2/18 KLH ARCH PLAN DATE:1126118 I _
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PAC.LBR.REV. ENG.PLAN DATE: - L°cN.fgL"'oJ=.2v� .E'-w N-o
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PAC.LBR.REV. REV. "iin lE 21.215 c a`o E
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REVISIONS AS SHOWN a p8p 2 3 E. as e,
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MAIN LEVEL Products i t _ _ - _ _ w R.o`o c'o a.8'2'.
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THIS SHOP DESIGN C NCE BEEN RETUNEDDO FOR GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT ONLY AND GOES NOT AELIEYE i18 m c E N 0
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFOAWNCE WITH THE W O ro n N c g o o w
PIotID Length Product Plies Net Qty DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH SAVE PRIORITY M S O O E 2 v N„cc
J1 32-00-00 11 7/8"RFPI-20 1 7 Low N- N.�
. OYER THIS SHOP OPNyING. J� O at t O c
By: True Thal Date: 05'02.2018 U N n ,m 2'o`1 N.
LL�E n a= v:..
J2 30-00-00 11 7/8"RFPI-20 1 9 83 e3 E-.3--a-m-is E co--^-m-e3-m�i1 CT ENGINEERING INC L�a E m o>;r
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J3 28 00-00 11 7/8"RFPI-20 1 34 - a= a =m m
J4 24-00-00 11 7/8"RFPI-20 1 6 ,_ a
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J8 4-00-00 11 7/8"RFPI-20 1 1 =
B1 10-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 2 2 -c m
82 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 c• g3 B3 B3 B3 83 B3 83 83 B: J«I L CR
B3 8-00-00 BB01 1 30
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BK1 3-00-00 11 7/8"RFPI-20 1 92 " " N - u \ Q 8,2 La O.g
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Connector Summary W m 9 o
PIotID Qty Manuf Product Skew Supported Mtl d o
85
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H= HANGER CALLOUT IPORCH� —_ _ __- FLOOR
DOL 1,10167 rIrteOYT'LIAR UDIOTRYGTION DOODLE 1-J015T GONNGGTION NGGS BK1 DESIGN CRITERIA
+_ —_ LIVE LOAD U480
SUPPORTING POST i hJoietsrifler are
ntinuos not tructurallyrequired supporedby provided both = O _
M= I��- /' hJoists are aontinuolniy laterally supported by rb TOTAL LOAD L/360
R = RIMBOARD / conn o,t C,the sheathing at the top flange.In
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over the center of one of the two top flages to assure ----
BK = LVL BLOCKING - shear transfer between sheathing panels. 71_
LIVE LOAD 40
BK = JOIST BLOCKING i4% ,__ � ,. - _ _ RI
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J = JOIST CALLOUT r w r w r w r _ x --_--_�,— DEAD LOAD 12
yr r. I R, - ROOF LOADING
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LIVE LOAD 25
0 '""® '''' DEAD LOAD 17
Fs] CONFORMS TO DESIGN CONCEPT E iii ov=SHODRUcn
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CLEARSTORY GIRDERS DESIGN DMpING4 AND SPEOIfIfAiIDNS ALL OF WHICH HAVE PRIORI 0 IC w
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ARE THE RESPONSIBILTY OF THE BUILDING RY: Ivo Teal Date: 05/02/-2018 ■ ¢ I"'
DESIGNER OR THE ENGINEER OF RECORD USE LUS24(UNO) CT ENGINEERING INC GC o m a
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