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LEGEND:
ss SANITARY SEWER Pacific
SD STORM DRAIN Community
Design
q —W WATER LINE12564 SW Main Street
V UOg MANHOLE [ 503-01-9484
97223
70.0' O
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DATE 7/24/20
'0, O V 317.8
_/ 13 314.4 REVISIONS
_ 'j 26.01 / �_ NO. DATE DESCRIPTION
--"'� '50....--
1a� -e � 25.80' —a STREET LIGHT
EXISTING STRAW WATTLE PERIMETER
3167 / O TREES TO BE EROSION CONTROL
��� 318 PROTECTED
,, i I I PROT �, FLOW DIRECTION ARROW
I 1
tSTREET SECTION, SEE
IE I iJ
CI
CONSTRUCTION DOCUMENTS
4.O0 -+- I I 6.00'
l1- I
i 152 �/
1 7,363 SF 51 SETBACK SUMMARY
{ 1 I 0'
N II I I u FRONT SETBACK: 12'
1 I O
o 153 0 SIDE SETBACK: 3'
BUILDING:
p STREET SIDE SETBACK: 8'
0 6065A '
v 4.00' i FF=321.80 FRONT GARAGE SETBACK: 20'
co r II I \I FRONT PORCH SETBACK: 8'
o I i ��� REAR SETBACK: 15'
I
REAR COVERED PATIO SETBACK: 10'
N I GARAGE
- - -
TI I' PORCH '
LOT COVERAGE:
W c� Ct -- I - • RIVER
w
_ ® — — — Jr
llE
CI o' b.00' I h - -- I - _ __ LOT AREA: 7,363 SF
PUE TYP._ TERRACE
0. �11 . 20.00' -
-4 - 319.3— -14.73'- 14.73' -�---— — — — 318.8 — � BUILDING FOOTPRINT: 3,299 SF EAST
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o lli c9. ET 32.= 23 =`I�""11► •���•i►,V►� —�` ��►`` r WATER METER imps—
Mr COVERED PORCH: 65 SF
Lr) 3 ® 11�-`""`� `�`fit�j���l-� �`�`\ COVERED REAR PATIO: 330 SF
CO
■1 //N�\\\I► �v
3 3 to o�'ii��11�11� ; M�,�W! CANTILEVER LIVING SPACE: 0 SF
'1:. ati �- �M „D\! MIllir ,. 152
SANITARY LATERAL % e". .�r�-�� ivf SW 165TH AVENUE _ DECK AREA: 0 SF PLOT PLAN
>- ' SD S[�=�79-----.-__sp *-
' TOTAL COVERAGE: 3,694 SF
STORM LATERAL /j
ss 5 a — (2) KATSURA TREE/ — 50.2 %
0 SW AUTUMNVALE SS CERCIDIPHYLLUM JAPONICA 's
E_ LANE ���� IMPERVIOUS AREA: 4,076 SF
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30
P POLYGON NORTHWEST (503) 221 -1920
0
PROJECT NO.: 395-0
C
O 2S1 W6 TYPE: CONSTRUCTI(
SCALE REVIEWED BY: PI
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LOT 152 (R-7, ESTATE) 0 10 20
Lo
op
RIVER TERRACE EAST
g 1 INCH=20 FEET
13004 SW 165TH AVENUE
— -,
ca
PaClfi .umt r I-JOIST LAYOUT NOTES: W w (3
& TRUSS COMPANY *ALL BEAM SIZES PER ARCHITECT/ENGINEER W Q CC
11 -7/8 RFPI - 20 @ 16" 0.C. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 3 0
10515 SW ALLEN BLVD.
*REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING co \
BEAVERTON, OR REQUIREMENTS 1
(506)858-9663 1/4" = 11-0" Scale ON 24" X 36" SHEET4" W In
MOVE JOISTS +1- TO AVOID PLUMBING z o w
PL18-119 CUSTOMER: POLYGON SHADED LOCATIONS ON LAYOUT REPRESENT HVAC RUNS START FRAMING HERE U a N
LEVEL: MAIN PLAN# 6065 A J 0 0
PAGE 6 1 OF 1 PLAN NAME: ENGLISH REVIVAL 0 0
DESIGNER KAMI HENDERSON LOT# - RI O cc
DESIGN DATE:4118118 SQ FT: 2572 CII 0_
PAC.LBR.REV.512118 KLH ARCH PLAN DATE:1126118
I ® CONFORMS TO DESIGN CONCEPT -a 9 o`m 5 c
m
PAC.LBR.REV. ENG.PLAN DATE: 1 ❑ CONFORMS TO DESIGN CONCEPT WITH Ve"a.' �, V .�m
PAC.LBR.REV. REV. IE a,�D r a m
{ REVISIONS AS SHOWN Pi,.E o.S
1 0 NON-CONFORMING-REVISE AND RESUBMIT 1r v„=�,T m E
B5 B5 B5 85 1 B5 B5 BE THIS SMP gt001141 INS BEEN REVIEWED FOR GENERAL CONFORMANCE N 3_y o 1R E 51i ORS
1 PATIO I p i i A i i \ i i Al s. i 4 • Via v i G-T t MA • - -i KITH E DESIGN CONCEPT RLE AND DOES NOT RELIEVE HE F O n O t C
BK1 t FABAICATORIVEPOOR OF RESPONSIBILITY FOR CONFORMANCE MITI THE 1-m m..c
I DESIGN DRAWINGS ANG SPECIFICATIONS ALL DF INCH PAVE PRIORITY t7 t F-G c m o=m
1
OVER THIS SHOP MING. W t rp J] O o.
MAIN LEVEL Products 1 By: Trop CONI
Date: o5/oD2o1x 0-ng 3 acct.,.
5.a o
PIotID Length Product Plies Net Qty 1
CT ENGINEERING INC O8�rL-'mvoto
rey .`o ola 6-.g,,,7
J1 J1 34-00-00 11 7/8"RFPI-20 1 9 I Si Ew G w a c? d
J2 30-00-00 11 7/8"RFPI-20 1 18 I 2,O11,39 o E L a t E
a.
J3 28-00-00 11 7/8"RFPI-20 1 29 g es 85 BK1 "'frN Bs B5 BE O d n c` d c m d c
LJ I r• i w .v ♦ Es ► _ N� v y£3 U m N w
J4 24-00-00 11 7/8"RFP I-20 1 5 1 LL;E,; a r it:
T U23RREm:—'
T ¢mon�t.-t0 m3
C U U O O_ aR O.
J5 20-00-00 11 7 8 R P-20 1 2 I a 1Q v=o�.`o.j z a m
J6 18-00-00 11 7!8"RFPI-20 1 1 I G-o`- n"' .o
J7 14-00-00 11 7!8"RFPI-20 1 7 P R o ° ° o " r o. - R, - E. 9 7 9 o R ° O ^ " 9ti - g d 2 y a"C s n w,
J8 12-00-00 11 7/8"RFPI-20 1 1 .r3R 4 o ,,-2"7m0
o
J9 10-00-00 11 7/8"RFPI-20 1 6 ono._
J10 8-00-00 11 718"RFPI-20 1 6 =
B1 18-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 a >-«L_ to ui N
B2 10-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 2 2 t Z 3— o w
B3 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 i O o >0 rn $
B4 8-00-00 BBO1 1 20 B� F B4 :4 i -:B4 w� 184 a. — - .4a,r ► �84r !. — - N -- 7
B5 6-00-00 BBO1 1 15 RI BK, Co.o
R1 16-00-00 1"x 11 7/8"APA Rim Board 1 13 t7 o. a
BK1 3-00-00 11 7/8"RFPI-20 1 75 - P. ' Q 8 E` m CL.
BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 25 \ a 3 d o 5
w
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W mcn as Connector Summary I(�I / I1rL! o
PIotID Qty Manuf Product Skew Supported Mtl V BK2 d V. ..cm fl o
H1 4 USP TH017118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 B4 — B4 BK1 B4 85 2.4) v Eon Q
H2 2 USP TH017118 - 11 7/8"RFPI-20 I
II II Q p Q--c-u• y >'
II 1 c0 CD 3 L
5 fn— > m
IP EA O
H1;41 FII-- aealy" B3
4 "' INE it 4 BK1 84 B4 B4
1J h 9 0 r I 0 18 16 1J OP LJ _
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BK2 B4 _0 NW
04 4 B4 I
BK1
4 y c c c c c c a—
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1 PORCH 1 Q - 2
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LEGEND : El 1 R,
4 FLOOR
H= HANGER CALLOUT DESIGN CRITERIA
J= SUPPORTING POST Krs 0 `� r.".77:==
®`T. P® -� _ 0 =-4 LIVE LOAD U480
DBL I-JJOIST MB.,FILLER CoEBB U1C,1GN DOUBLE`.I-J ST CONNECTION SPEC$ w .`.,° ;.i"
R = RIMBOARD Eller 615t4 Cking are continuously
uslylaterNyregwroded by dboth ..oe... TOTALLOAD L/360
4455// -' ,P-joists are concMnPsly laterany supported by II
connection to the sheathing at the top flange in � _ _ S7 _ FLOOR LOADING
BK = LVL BLOCKING addition,the Joint nthe sheathing shall bepositioned I II - — * _.___ '_
over the center of one of the two top flanges to assure
shear transfer between sheathing panels. / - e -/�1 _]� LIVE LOAD 40
BK = JOIST BLOCKING %0�- r ` =_•---�
J = JOIST CALLOUT .1.-: �. .. _ _ m . _ w - `lio J!-,/� DEAD LOAD 12
B = BEAM CALLOUT J . , . r .. x . .. : x Ir/ Av�_ _ ROOF LOADING
""' ,„ LIVE LOAD 25
-----
a,. ,....- ...;F:E*...,, 0 mo a"-- DEAD LOAD 17
® CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
❑ NON-CONFORMING-REVISE AND RESUBMIT
MIS MO)OPAMIX4 1136 BE.WIPED f01 UMW GMCP.Alef
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RAISED PLA E
20'-2”
1 20'-61/2" I 11'-10"I- i8'-4" 12'-0"
GARAGE 1. 7'-2" l
W Copyright CompuTrus Inc.2006
BUILDER ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS
b
POLYGON NW 04/24/18 PLACEMENT ONLY REFER TO
TRUSS CAL ULATIONS AND
ENGINEERED STRUCTURAL t
PROJECT TITLE; REVISION-I. DRAWINGS FOR ALL FURTHER
6065-A GARAGE LEFT
INFORMATIONBUILDING Pacifi
',..... . ..__k____________.u
DESIGNER/ENGINEER OF RECORD
RESPONSIBLE FOROR ALL NON-TRUSS
PLAN DRAWN 8Y: REVISION-2: To TRUSS CONNECTIONS BUILDING
1 / A CHECKED 8Y: DE REVIEW ANDI APPROVE OF NEER OF AALL
RD TO
DELIVERY LOCATION: SCALE: REVISION-3 DESIGNS PRIOR TO CONSTRUCTION & TRUSS � COMPANY
1/8"= 1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.