Plans (28) zirt 57�ol S Oc.).2Z,
I c/CG Sw /-Cti
ii L 01 1 = LEGEND:
li ' J ss SANITARY SEWERCommunity
Pacific
58
SD STORM DRAIN Design
I ( W WATER LINE _'
466.4 I L z 1 J ® i MANHOLE Tigard,OR 97223
12564 SW Main Street
I
IT)503941-9484
6.5' 58.5' / 458/ i CATCH BASIN -
---./ DATE: 12/9/2015
466
::://///:////
1 STREET LIGHTz. REVISIONS/
464 / 1 NO. DATE DESCRIPTION
462 17.10' , STRAW WATTLE PERIMETER 5
1 EROSION CONTROL REGLA
460 26.10' 1 .. .,. _ _...' ..,. -
458 j T -—r
l I / DEC 21 2015
J IL 1 I I CITY OF l IGARD
1 BUILDING !VIS!
1 L_ __ / t----- 1 SETBACK SUMMARY ON
I - I
1 i , I i 1 FRONT SETBACK: 20'
I I i l ; SIDE SETBACK: 5'
10.00' --� ►4 60 5.00' - STREET SIDE SETBACK: 15'
6,630 SF 1 ; 1 REAR SETBACK: 15'
1
I b I I O I
61 II ( 0 I 1 1 0 1
1 59I
1 1 -i I
GARAGE 1 i I
fl I
r 11 I ,I
II BUILDING: 5019AR I 1
I
B i IL FF- 457.57 I i — — —I
o - ---I i ( i � i l 1 J 1
�, '� �, I Mill I= I u-- - It 1 • —__— T 1 I LOT COVERAGE:
- PORCH- ----
0 `` 1� —1111 ❑ __.ill _ I 1 ____alll III 4-lb-1 , LOT AREA: 6,630 SF
-- J -, . POLYGON AT
BUILDING FOOTPRINT: 2,364 SF
6.00' 25.65' 27.65'✓ '� BULL
csi '0 PUE 20.65' 1
N _ 011.17•9111,411111,� •`•' I ---
411111.111111.1111104111111. COVERED PORCH: 98 SF MOUNTAIN
DJ > Zr; 456.0! 456 „;/
N V O 6 SIDEWALK \ mna iii
Q. 4-1 47; �>-- j / CANTILEVER LIVING SPACE: 41 SF
3 Q Q \ 65.0' i ,\ / 1 4
ci
Q E o Jam—) '; COVERED PATIO: 197 SF
o 1 \ �— '`nAmmo
- 455.6 \
�� / ® ; 0 • TOTAL COVERAGE: 2,700 SF
xti ;
o `� ` �M �` M WATER METER / ; P---1� LOT 60
�� �1 , STORM LATERAL >; PLOT PLAN
°`, y�� .�. � \ 40.7 %
OS 4` OS OS % 1
N°c �� PLANT (1) STREET a OS IMPERVIOUS AREA: 3,241 SF
SANITARY LATERAL /
N i TREE: 2"CAL. SW /3-9'. ; Zvc 1
2 - ss , S', SS ss s� KATSURA TREE / » — ss
it \ 1 / CERCIDIPHYLLUM i.. , /
�j ', �1 JAPONICA ,,, I
cn
POLYGON NORTHWEST (503) 221 -1920 3
0 C 7^.� PROJECT NO.: 395-031
Z S 1 WH TYPE: CONSTRUCTION
SCALE REVIEWED BY: PRE
9 LOT 60 (R-4.5, LARGE) to
POLYGON AT BULL MOUNTAIN
0
15166 SW 154TH AVE 1INCH=20 FEET
PACIFIC LUMBER COPYRIGHT 2014 ROSESURG FRAMING SYSTEM"
These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. quality engineered wood products for todov"s builder-
These l;er
The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ! ] Y
Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID w M L Y I RI/�1 DR'M-
product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or l7 L,f11YI V
copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include 2 1 n/L Rou�ad>ro>''otttsT>nonocrs eosettcwo FOREST auucr3
penalties of up to 520,000 per wart infringed,and$100,000 per wort Infringed willfully. 1- 015j
RFPI JOIST
fir!S 1 4 tr::!;::4!),
��``,,�i y$: h ti CONTRACTOR NOTES: DESIGN NOTES:
s,�a.d I L`"` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
PATIO PATIO 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
(UNLESS NOTED OTHERWISE) OF L/430
4)USE CAUTION WHEN CUTTING FLOOR LOADING.
START START FOR PLUMBING FLOO LIVE LOAD
FRAMING FRAMING
HERE# / HERE ' S)PROVIDE SHEARWALROPER SUPPORT AT ALL 7 p f DEAD LOAD
...111 f 2 5
..,.. Jfi""-. ....._ ... SLEEP/N6 AREAS:
•
,.: �....... ._ ...._ � ...... J&:::.-:.-:. _... THIS/5 A PLACEMENT PLAN ONLY 50psf LIVE
-_... ..... .. .. q ... ...._. -.._.. I, ........ .... ...._ This layout is to be used in con junction with 12psf DEAD LOAD
•
__- ki gllaement and C connectors. MOO.LOADING.:
f J shearArchitectural/Structural
ser
.{ JS ......� _. .._..... .. ._._ i- J9..... ... ..... __. .._.... .....J1 I I ._ -..___ .....__ I_- ..... JS .......... ..--- ay ut priorblocking
to any construction.
responsible for oving his 25psf LIVE Tpsf DEAD OLODD
• J&
'........ .._...._ JS--_ ......_ ... ...... �'. J9.._. _..._.. ----- .. ..... ____ ......_..-J9 _.. .... ......... ___...._.... . _.---_...... J8--.
t'
R1....... ____ Jg .. ......... __. ._. ._ ___ ............. i J4_. _........... ____. - I _._.. _._.. ___J9 p_.._. ...._ ._....._ _.._..._ .1g._._. ..
I
{IR
J8 ..... .I ... ..... ..... } J4... ..... ..... .._. ... ....J4 ._ .._. ...._ {._. .__ J8 ..... .., 51
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n ..... 1! ._. .... .._ tlJ4 : 1 ... =JJ49 II . m. m
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csinv
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i I ILI.,
I J2 R1 �, 1. J2 . •L. ....
42 L 1I I. gg
, 6[1 J2 1 ' *1 .,..."7. '
1
1.
J 1
® Q O � N.TS
LL IT_
RFPI BLOGKM6 PANELS YUTX BEARM6 YULL ABOVE
Nrn GELD BE , (V
• � POBE OW
CL
ll J5..... � lI .6 II
tr
.I Jfr.... } 6 I.1 J6 I 11
JE, ._.. ..... ....... F.T. ..._Jb ........_ .. ___.
ke
_ -. ... ....
\t J
id, I ��i
oBworrcry c— . 2 y1 2%4 PONT BELO.BEAM
I/
R1 •1911 Ewwro.o:TABOVE
I
}
l' ...._ __ ........ _. ___.. _ _..._ ___........ ._...- I--
I jt, 11 IIJb
9.......... Jb__. 11 it__ ...._.. _....... ____ _... J6 .__.. ..... ___..... I:...
C: POST LOAD TRANSFER DETAIL
_... .. - ......_ J81 Je.... I T I ...... ... .. Ri Y ..... J6 ..._ .... ... .1...ti NTS.
ri
J5
fsI I
�d 115
PORCH 1 1 PORCH
I 1
1 1
II IMPORTANT./
J L
REFERENCE INSTALLATION
UPDATED unu3n q.H nnvarn 10/14/15 KOH GUIDE FOR ALL FRAMING
PL 1 4-41 1 (MAIN)
Potr6oH 19 A PETALS AND I-JOIST INFORMATION
Mrt• Material Ytidth Depth &rade Qty Cut Lth Tot Lth
01 RigidLam LVL 3/4 9 1/2 1.5E 2 14 25
52 RIgidLam LVL 3/4 9 1/2 1.5E 2 16 32 . � i
LEGEND: 53 RlgldLan LVL 3/4 9 1/2 1.5E 2 2 4 umber
54 121g1dLan LVL 3/4 9 1/2 1.5E 1 10 10
a-HANGER CALLOUT 135 Ri5 Rin1 LVL 3/4 9 1/2 1.5E 1 8 D 1
PaoliF
R1 OS5B RIm 9 1/2 9 16 144 :1
® -SUPPORTING POST J1 RFPI-20 3/4 9 1/2 t 24 24 COTRUSS
J2 RFPI-20 5/4 9 1/2 10 36 360
® MPANY
J3 RFPI-20 5/4 9 1/2 3 20 60 '551
POST LOAD ABOVE J4 RFPI-20 3/4 9 1/2 7 18 18
R -RIMBOARD J5 RFPI-20 3/4 9 1/2 1 6 6
LB -LVL BLOCKING Jb RFPI-20 3/4 9 1/2 8 30 240
MAIN FLOOR JOIST LAYOUT tO5155W ALLEN BLVD BEAVERTON,OREGON91005 (503)858-9663
JT RF1.I-20 3/4 9 1/2 a 52 125 PLAN DESCRIPTION/NUMBER: 5019 A
JD -JOIST BLOCKING Jb RF1.I-20 3/4 9 1/2 10 14 140 SCALE: 1/4'-1'-0-
J9 RFPI-20 5/4 9 1/2 10 26 260 CUSTOMER: POLYGON
J -JOIST GALLOUT Ja 1 BLK6 RFPI-20 3/4 9 1/2 40 5 120 PLAN DATED: 12/1/14
B -BEAM(FLUSH w/JOIST) AOgeaSOrlEa
HDR -HEADER(BEAM BELOW JOIST) H, ITH01 1.1
3501.153
ITT9.5 5 I DESIGNER: KhMIL HENDERSON DATE: 12/5/14
BBO-SEAM BY OTHERS
FL 1 4-4 1 1 (MAIN) SHEET: 1 of 2
START FRAMING HERE
I
9-00-00
® BM1 4 800-00 1
MEEJO1STi
E S +/ TO 1 I lir I ' oG �. ;LL o 24"OPEN WEB JOIST @ 19.2"O.C.
4
® POLYGON
W° 1 19A (old 5019A)
PL14-411 UPPER
11/3/2015
n_ n_. n n n v _
LL Oil: f LL u_ L., LL k 2 LL
F 2• 28
Products
LL 'LL LL ,LL SLL �� PIotID Length Product Plies Net Qty
BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2
BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1
kii " ' gl 3 BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1
0 w" :LL _ BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
�• 1 . BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1
)
3 Yi :U' b p LL u_ LL,,, -i ACCESSORIES QTY
3�IF28 F21 F28 F2• F28 F2 F2 — :F F2
.I LE �a Q HIT424 64
- 2X4 OF#2&BTR FOR RIBBON 194'
01
i p oI1 00
- r s ® FLOOR LOADING,
co (o co 'co co co °to co '':co atD -co co
� �� BKl=BLOCMNG
4. #•• R� `�=1==1 RMI=RIM BOARD 140 LL
5 DL
1q
�_3 , _ - REFER TO STRUCTURAL PLAN FOR ADDITIONAL
- N POST TRANSFER BLOCKING
Y 0111011111111.111.11EIi L LL LL I LL AND SHEAR BLOCKING REQUIREMENTS.
^w0 F03 "k I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I
SHADED HVAC DIAGRAM ON LAS EAL GNLY.
a - I FLOOR DESIGNED TO MEET OR EXCEEDYOUTIL/480AGDEFLECTIONNERUIDE CRITERIA
co rn bm rn rn �m m m co — R� _- M
F28 F2
® ®8 F28 F40 F28
F30 F28 F28 F41 F29 Ic ___`L 1
4 5-00-08
>/f� DO NOT:
Loosen,remove,cut or notch
JOIST WITH DBL RIBBON any part of the open web joist.
Pacifiatumber SCALE: 1/4"=l'-0"on 24"x36"SHEET
& TRUSS COMPANY
SHEET 2 OF 2