Plans (62) 0`9S 7;2v/ 7 —0004/e) l S`2x? clv Sr`
\ \ i I i LEGEND:
6.00' ,
\\ PUE I II I i ss SANITARY SEWER Pacific
Comm«nit
-SD
STORM DRAIN Des> n
n
41
N 478.0 — r WATER LINE b
\ _ _ 102.0 III I 12564 SW Main Street
11)
�� ♦T - - - ���� _— -�--� {�_ I MANHOLE
I
Tigard,OR 97223
c., ♦ ‘10
b a R]503-941-9484
469.3 0.V 1`� I CATCH BASIN DATE: 1/16/2017
�,. \ �� 16.6T STREET LIGHT
♦ 1 I o REVISIONS
\ 1 \• \ _ N F STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
ill �, L EROSION CONTROL
SANITARY LATERAL : \ Il 1 i
I 111,
♦ ,\ I
il
74 i 5.00' _ SETBACK SUMMARY
II
STORM LATERAL
\\ \ 7,344 i — FRONT SETBACK* 20'
\\\*\\ M' �♦ \ ' I SIDE SETBACK: 5'
\ i BUILDING: 5AR.1 y 4
t ,� ♦ FF=484.7 , STREET SIDE SETBACK. 15'
I I REAR SETBACK: 15'
0111\
, r I I\ I I
----•-,.,,,,,N \
\ I GABA III:
o laall'
*FR
0
Ire' Vs Allilliboi.
ONT SETBACK MODIFICATION TO FACE OF
\\ i '° BUILDING REQUESTED UNDER TYPE I
73
\11111":411111t. \ ��i;;�� O. ADJUSTMENT. SETBACK TO BE MODIFIED BY 25%
0.
�'� 15.00' i _ _ PORCH _ I TO 15-FEET. FRONT GARAGE SETBACK TO
�♦ \ L E -1 REMAIN AT 20-FEET.
�o .,...1.1.\\71: iiiitip i f \ ti
! .♦_ ♦ \ ,
5 /POMO , SIDEWALK
1 i \ o
PLANT (3) STREET ; ♦ 21.95' '
TREE: 2" CAL. \ T\ ' LOT COVERAGE:
GOLDENRAIN TREE / s
e WATER METER �� \
cl KOELREUTERIA \ i
PANICULATA c I — LOT AREA: 7,344 SF
\ �\UJ ♦ \ I POLYGON AT
N ��� ��� `® I a�� BUILDING FOOTPRINT: 1,814 SF BULL
3 So l �• \
0 'll Ilk 4 s
� ` tiF •
`� \ COVERED PORCH: 52 SF
MOUNTAIN
<` m ��
\ N o
— CANTILEVER LIVING SPACE: 40 SF
\ l • \ ♦ ' 486
i Z � \% I COVERED PATIO: 0 SF
:o
\ sr '% rn
��' ,' ti�� 1�I I� 1 DECK AREA: 0 SF
\- \ 4- 4'
cP LOT 74
N \ TOTAL COVERAGE: 1,906 SF
} PLOT PLAN
co PLANT (2) STREET -.- ,Nirf
9,', 1104 TREE: 2" CAL. \ � t 26.0 %
a��
GOLDENRAIN TREE / �, 486 2 t
..
C) KOELREUTERIA a IMPERVIOUS AREA: 2,967 SF
/ SIPANICULATA \ , b
\41‘
Illit
i Ly, t7
v •
v / \\\N\
NfrN.
� t„ (1�
CITY OF TIGARD
3
POLYGON NORTHWEST (503) 221 -1920
Approved0 PROJECT NO.: 395-031
by PlaHing
2S1W8
0
Date: //,.'211TYPE
o : CONSTRUCTION
LOT 74 (R-4.5, LARGE)
SCALE
REVIEWED BY: PRE
us
POLYGON AT BULL MOUNTAIN Initials: 1 4 10 20
a
15227 SW SEINE DRIVE 1INCH=20 FEET
Z
POLYGON
5A
PL14-89 UP -
14"OPEN WEB JOIST @ 19.2"O.C. 7/29/2014
VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS
Q START FRAMING HERE
I� Products
IRMS 1101
PIotID Length Product Plies Net Qty
RM1 47-00-00 1"x 14"APA Rim Board 1 1
1111111 1 hail RM1 40-00-00 1"x 14"APA Rim Board 1 1
11111 RM 1 39-00-00 1"x 14"APA Rim Board 1 1
1! RM1 21-00-00 1"x 14"APA Rim Board 1 1
�:' RM1 12-00-00 1"x 14"APA Rim Board 1 1
1
RM1 8-00-00 1"x 14"APA Rim Board 1 2
RM1 4-00-00 1"x 14"APA Rim Board 1 3
BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1
1711-111-11-111
' BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1
BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
(_ 1-.1_11111 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
��® BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
lopoop o ,� w BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
—22-AIN .T� BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
+•++•�El�_�:EE:�:: ' _c•-- BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
�� iu BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
���� IMi�i� BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1
Oil Ji Jl ® BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1
l BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1
D �Ki BM11 4-00-00 BBO2
IIII:— s ___isms' — _ L RI lr� flOOR I OADING1 1
� '0 � �� "" I'T'' S 11111II � � IIM � � M � NII�� Iiii Q
0 TH017140-2 16
Q M-14 3
1 X 14 OSB RIM FOR SHEAR BLOCKING 21'
IL I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN REFER TO STRUCTURAL PLAN FOR ADDITIONAL
POST TRANSFER BLOCKING
• AND SHEAR BLOCKING REQUIREMENTS.
IHVACDIAGRAMONLAYOUT ISAGENERALGUIDEONLY.IAf111
L - IFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI
0 1 . 1m . rimIll
i _
1
. 1
." 1
imm
CONFORMS TO DESIGN CONCEPT JOIST WITH RIM
® CONFORMS TO DESIGN CONCEPT WITH
®m"FoxmSTODe"emm'cFR. REVISIONS AS SHGWN
❑ NON-CONFORMING-REVISE AND RESUBMIT
THIS SHP OAenIM3 KS BEEN REVIEWED FDA GENERAL CONFOAN'.SRE
PT ONO
FgMISR DRAWINGS OqAHD DF0 NOIBCONEORMING-REVISE.RESUBMIT PITH THE DESIGN `AECIFICAIM ALL OFONFDAS!avE RRN THE Pacifi umber
D COES NOT RELIEVE THE
OVE Y'S ESOP W 9PEDICONTRACTO All OF VERH:YE DAIDAIT
(24x36 SHEET) SCALE: 1/4" = 1'—DI' _�...«.. 15 res ESOP arwn:NG.. CONTRACTOR simSO VERIFY:SS al DIYEYS:DAS.
.-_. . By: Todd A.Eaton Date:swlenDe.19.2014 alt TR U S S COMPANY
E MILBR�ANFDT ARCHITECTS CT ENGINEERING INC
;, PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM`"
N- / quality engineered wood products for today's builder-
_ / These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015.
E-M
The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R ICI D LAM LVL RI GI D RI M�
ww.-,� �
Ali /// Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other
-a�.a souoe�=iii
-w�i°r.e. sr>��so retie coo
M-
t, K --- , III product supplier other than geeific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCES ROSEBURG FOREST PRODUCES
-Fra:. oea oerna ie.r,�meKs copying of these lana,Infringes rights under the Copyright Act.Infringes face liabilities that Include
----- eenwNe..v.aB�DCKs na 9P g e6e
�� ``, / ee�on ro Posr r.eove penalties of up Co 820,000 per work Infringed,and 5100,000 per work infringed wlllfullu.
\ j��11 RFPI ,101ST
1O I'I�1 / u�ll1\ / R�AUR[:JUUESi PROOIICiS
n CONTRACTOR NOTES: DE5/6N NOTE5:
>,^.,.." 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
-..,:.,......,,,g-.-,' MAIN FLOOR 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
3)ALL OPER DESIGNERS PLAN DEFLECTION CRITERIA
RPPI•BLOcKeMTh BM
u PANELS NALL
ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4.- 1'-O" (UNLESS NOTED NOTED OTHERWISE) OF L/450
N.Ts. NT.5. 4)U5E CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOAD/NG:
5)PROVIDE PROPER SUPPORT AT ALL psf DVA LOD
1 2
SHEARWALLS 1 psF DEAD LOAD
SLEEP/NG AREAS:
START START 774/5(GAPLACEMENTPLAN ONLY 3Opsf LIVE LOAD
This layout is to be used in conjunction with 12psf DEAD LOAD
FRAMING FRAMING Architectural/StructLral plans.Verify all
I I HERE HERE I shear wall blocking placement and connectors /¢OOFLOAD/N6:
I I I Purchaser responsible for approving this 25psf LIVE LOAD
IPATIOI / \ PATIO ayout prior to any construction. 1 Tpsf DEAD LOAD
R1 II 1 R1 -- 1 R1 II 1 11 _ -_51
b1 —= Ji r p Ji t JS
R
J5- J 1 -- -i
J1 - _ ® CONFORMS TO DESIGN CONCEPT
��. • 52 ❑ CONFORMS TO DESIGN CONCEPT WITH
Jr. 11
J5= � - � � � --- - J5 REVISIONS AS SHOWN
-- -- ❑ NON-CONFORMING-REVISE AND RESUBMIT
Je 2R 1 R 1_E32
J5J 1 �1.� -�.}_ -• _� -- �d-F- ---- J 1 J5 - - THIS SHOP DRAWNG HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
I1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
II
li
_- - J5 J'T JS FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
1 ------- ----------
-- --- - — .1 _ . J5 - -_ 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
J5 ti •
J5 --j,�- ,}1 OVER THIS SHOP DRAWING.
II 0117 -. ___-_- R'�I
_ ___ By: Arnold A. Bolomo4 Date: May 11.2016
JS �� _ _ CT ENGINEERING INC
u J5 J1 JS -
_ _ 9 _
JS J >\j3 —_ U U ) it{ rd'S 0 CONFORMS TO DESIGN CONCEPT
J5 4 n 1 I 6 ri CONFORMS TO DESIGN CONCEPT WITH
R t �_ -_ -' _ REVISIONS NOTED
Jl A 1 _- � J2 ----y - - J!1 RA JT 0 NON-CONFORMING-REVISE&RESUBMIT
0 0 '.I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
.R--1-- _ J2.- N Pi .. R1 - WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
I�I - FABRICATORNENDOR OF RESPONSIBLEIY FOR CONFORMANCE WITH DESIGN
6d J2 ILILIILL ' __ I DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE
I� K K PRIORITY OVER THIS SHOP DRAWING.
4-g=__: N N _ I By Jeremy Pfarr Date 5/11/16
:__ _ X31 , ,I_._ �8 - -1 MILBRANDT ARCHITECTS
..
I J2 =
Si __. _. __- =-I R1
J2
I
J2
,..__ J2 ___— • r, i- - -� -
II
J2
JE'.2 J.! �
J 7 ,f- J 1 -
IJ 1 :---JI
1 PORCH - R 1 PORCH IIMPORTANT!
II I REFERENCE INSTALLATION
L RAMING
PL 1 5-5 1 (MAIN) DETAILS I AN I-E RJOISTALL�FORMATION
POLYGON SA FRONT TO BACK
Mrk e 1 Material I Width I Depth 1 Grade 1Qty LGut Lth Tot Lth
51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 16 32
LE6EIY17: 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 25 Paeldli A umber
�--�
53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 2 24I.
(HI--HANGER CALLOUT R1 O5B Rim 1 9 1/2 1 1 16 1't 6
` J1 RFPI-20 1 3/4 9 1/2 12 12 144
®/
-SUPPORTING POST . COMPANY
J2 RFPI-20 1 3/4 9 1/2 15 20 260 & TRUSS
® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4
R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 3 1 4 42 1051 5 5W ALLEN BLVD BEAVERTON,OREGON 99005 (503)555-9663
J5 RFPI-20 1 3/4 9 1/2 12 30 360
LB -LVL BLOCKING Jb RFPI-20 1 3/4 9 1/2 1 26 26 PLAN DESCRIPTION/NUMBER: 5A FRONT TO BACK
JB -JOIST BLOCKING J1 RFPI-20 1 3/4 9 1/2 1 10 10
CUSTOMER: POLYGON
J -JOIST GALLOUT .JB1 BLKG RFPI-20 1 3/4 9 1/2 25 3 15 PLAN DATED: 2/25/14
JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 6 3 18 DESIGNER: KAM/L.NENDERSON DATE: 2/1 6/1 5
B -BEAM(FLUSH W/JOIST)
HDR -HEADER(BEAM BELOW JOIST) Accessories
BBO-BEAM BY OTHERS H1 ITHO 1 1950-or-ITT9.5 4
PL 1 5—5 1 (MAIN) SHEET: 1 of 1
j \ i 1 Ij
( LEGEND:{ II i _; ss _ - SANITARY SEWER P tc�i I is
.- ___
-.'" ,f. N,.,\\ ., A� I I ( (�i1�I11tlitity
I I ---7- -, ----- 1 - STORM DRAIN
\ _ -- --- --�`— 7 wm_ _ E
WATER LIN
102.0' �--"J .--_---Y'"" ..-- Y II I 12564 SW Main Sheet
i i i :103 i.�,ri' i�i►i i► • , 117'-.:X. •"'"'- C:7c 16717--'r,.
' 0 • MANHOLE Bgartl.OR 97223
`' ' \ 469.3 ) k19 '+e 5.67' 7' --; m so3 9.,-9ase
'Nt
. �\ a r f ill i ,�,. CATCH BASIN
X, \,,,,,-5,.
�\\ y \ A 16.67 z , I DATE: 3/09/2017
o STREET LIGHT REVISIONS
' \ a N STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
\ — -1- ---lor-- I L EROSION CONTROL
SANITARY LATERAL 1/r i 1 \ ,
!, ; 144,
r, s g 10....
'\ II 74 ' 5.00' — SETBACK SUMMARY
r �. \ \ 7,344 SF t
STORM LATERAL ` ► \ / FRONT SETBACK* 20' '; IV
\ f \ BUILDING: 5AR.1 I �� SIDE SETBACK: .5'
' h \ FF=484.7 STREET SIDE SETBACK: 15' MAY 2 2 2017
s
f-. \ REAR SETBACK: 15' OF
TIGARD
\ \ \ /N/ ! 3 ILDING DIVISION
vi \\;\\ / Ir
_______ — .. GARAG' c *FRONT SETBACK MODIFICATION TO FACE OF
11 \ 4 f* \„i,,,,,,,,, \ $ I BUILDING REQUESTED UNDER TYPE
ADJUSTMENT. SETBACK TO BE MODIFIED BY 25%
��` i4:,';'\\ s 15.00' -�- .OR .1 �� TO 15-FEET. FRONT GARAGE SETBACK TO
,/ \ ;'.,-, , a �' � •\ —`j' - r ri?
REMAIN AT 20-FEET.
R i / -� �' SIDEWALK ''� �����\\ � / L
a PLANT(3} STREET \ I k 21.95' l
r TREE: 2"CAL, �� XI►\
g
GOLDENRAIN TREE 1 ` "� -\\ fl
k LOT COVERAGE:
KOELREUTERIA -- b \ WATER METER-_ \t \ I
�� LOT AREA: 7,344 SF
PANICULATA \ I -
y \ _ --\ `"►\\\ --)
I POLYGON AT
\ \ \ji. � ') fl
BUILDING FOOTPRINT: 1,814 SF
\ 'X\ F4. � �► \ I ( IBULL
M
_) COVERED PORCH: 52 SF MOUNTAIN
0.`Q v
O \ ♦,' $`� \�+; -.r— CANTILEVER LIVING SPACE: 40 SF
,,,r' \ \ \ ' r 4 t% 486,t___ ::::Tb0
Aik : 200 SF
* \ \.I� '�♦ °� LOT 74
. \`-, 0� -_ \ *tom TOTAL COVERAGE: 2,106 SF PLOT PLAN
M PLANT(2)STREET `147
R TREE: 2"CAL. ,r O ' \ -es / 28.7 %
GOLDENRAIN TREE i - 486.2 `,,
�`�. v - -.,� IMPERVIOUS AREA: 3,003 SF
P � KOELREUTERIA -.. ss ���`;�
k PANICULATA \ \ -°s, --- ___ . ,,-'�..,.
i / y\\\ \ \ S' **DECK HEIGHT NOT TO EXCEED 36"
E / \ \ \ '''' li-,
\\\\ ‘i ""--- ~-2„,
)
•
al
C POLYGON NORTHWEST (503) 221-1920 CITY OF TIGARD
6) ,
$ 2S1W8 Approved b Pi nning PROJECT NO.: 3ss03,
TYPE:/ CONSTRUCTION
LOT 74 (R-4.5, LARGE) Date: s -Ii SCALE �_ E
POLYGON AT BULL MOUNTAIN Initials:2
LS --
O.
15227 SW SEINE DRIVE 1INCH=2°FEET
Z