Plans (69) 15'311 0 /StJ 711c -nz's
, o I I L
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` I I I ---- ' LEGEND:
_____ I ` I . —SS SANITARY SEWER Pacific
\, SD STORM DRAIN Community
Design
w WATER LINE
473.0 —472.0 C•.) ! MANHOLE 12564 SW Main Street
Tigard,OR 97223
23.0' 37.0'
. : �
m
o39ai 9n8a
CATCH BASIN.. . ..,.. 77�« ®,�. r.�. �.y_c® _ to .,.��® rtmetem oppowr :m s rr vil, ,e ��--:-=.==_e vim .r��l����t. �01ALJ411.411Pa
DATE: 12/11/2015
I CP 11.69' 15.13' 1 �' * STREET LIGHT REVISIONS
1 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
i
24.92', 1I
EROSION CONTROL
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h o o j I — ------, e n
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1 lid T
oc
LI
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67 4I I_ 1
I iI ' I 6,120 SF i 1 ' L SEASA
TBACK SUMMARY
- He— 5.00' —► I 1 5.00'
I 1 I IL_ 11 i 66 FRONT SETBACK: 20'
1 I BUILDING: 5019BD , 1\ 1 SIDE SETBACK: 5' ..g
FF= 489.6 I1 \ '
N I STREET SIDE SETBACK: 15'
BFF=480.6 i 1 0 1
r 11 . 1 REAR SETBACK: 15'
� 68 1 � it-i1 !
t
i M 1 ill lill 1l I1 I
o I� GARAGE I 11
111
476` '
E I ——
I
Q. I`�, 47 G —
up
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11 . I. laimirMiMIN m---••••• -_-_Dm a
LOT COVERAGE:
N L - 1` I�l •PORCH. , �'_ I 1
— L
\ —12 - 1) 1 �J - LOT AREA: 6,120 SF
a \ 28.83' \ 6.00', I
\ ` POLYGON AT
I26.83' PUE \ II 1
-i-
I 20.12' J Il ;I ± BUILDING FOOTPRINT: 2,364 SF BULL
W i o ���� a �� v, 11� i COVERED PORCH: 232 SF MOUNTAIN
4 r �r���� 488 1 A� r /�a �Al���' 483.5Air-
i CANTILEVER LIVING SPACE: 41 SF
.D ' -�.�-- \. I. f' // A, IL i�`�.. ,', - o COVERED PATIO: 0 SF
\`. , �� ;- '' 1 \ / DECK AREA: 224
M M M �� SF
c SIDEWALK `,t3 ®'� WATER METER 111111111111/
— M
— LOT 67
0. TOTAL COVERAGE: 2,861 SF
CO OS IS as \ as .- as OS 1 as PLOT PLAN
Si
1CV
46.7 %
SW THAMES LANE /1 // } , 1
H SSillr ' s Si �" .S IMPERVIOUS AREA: 3,632 SF
o PLANT (2) STREET I 1
D_ '` i TREE: 2"CAL. ':, I STORM LATERAL \\\ I ,
rW �► KATSURA TREE / ��� SANITARY LATERAL
/�"'���<7CERCIDIPHYLLUM V vow-~`-,,
` WJAPONICA , // %
S'
2 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD
0
0.
2S1 W8 Approved by Planning PROJECT NO.. 395-037
TYPE: CONSTRUCTION
LOT 67 (R-4.5, LARGE) Date: y/�/t SCALE REVIEWED BY: PRE ir
0, 10 20
0
POLYGON AT BULL MOUNTAIN Initials: `l''`�
Z
15340 SW THAMES LANE 1 INCH=20 FEET
PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM-
These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. quality engineered wood{)IOt)LIC13(O110t70VtS builder-
The plpans may not be re-used or stocopied,in whnor part,wiplant.Use of permission from Pacificy other Lumber RIGIDLAPA `V L RI VDDRI M.
Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other '
product supplier other than Pacific Lumber Gonpany is strictly prohibited.Unauthorized use or
copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include " aoaest rRonpe�s R+`�BIRiGiOvtbr.PpOpVECfS
penalties of up to 520,000 per work infringed,and 5100,000 per work infringed willfully.
RFPI lv s
•
START START
•
FRAMING FRAMING CONTRACTOR NOTEBr PES/6N NOTES=
1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
HERE N HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
/ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
9-1/2 RFPI-20®16"O.G. 9-1/2 RFPI-20 0 lb"O.G. 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
(UNLESS NOTED OTHERWISE) OF L/480
4)USE CAUTION WHEN CUTTING FOR PLUMBING gOpRLO,SP/N6,
PATIO PATIO 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD
,,,,..,R1 111 I SHEARWALLS 1 2psf DEAD LOAD
JR t .. I^ • .. _ 35LEEPoN6 AREAS,
TN/9/5 A PL,IGEMFNT PLAN ONLY
This layout is to be used in conjunction with 1 2psf DEAD OLOAAD
Architectural/Structural plans.verify all
R1 R1 shear wall blocking placement and connectors. ROO1.LOAP/N6,
"�:'.. Purchaser responsible for approving this 25psf LIVE LOAD
m 61
ayout prior t0 any construction 11 psf DEAD LOAD
—12 J2 J2 J2
N N
..<.-..aq....
J1 J7 ;R1 R1
— — — —.— _ _ — —JBL
--JB -13.t3 J3 JS J3 J3 43 J3 J3 J3 .....I J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 "i
.gUB..1...._. _
•
t Y-1 1/2" 1-1'-1 1/2".
J3 J3 JB J3 J3 J9 JB J3 J3 J3 J3 J9 J3 l J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 =
--F1L� .ItD1 - �11.. RFF(eLocosupANELS iSTN BEARN6 r 5LL ABOVE
. . , NT.S.
�B;d
i Jn l
SOLID 131-PCk 1.1.1..
71„.t.r :=%.17-'05.'=='S
, r
POST WAD TRANSFER DETAIL
N.T.S.
1 I I
PORCH PORCH
•
IMPORTANT/
REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
DETAIL5 ANP I-J015T INFORMATION
E CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
LE6END: PL 1 5-409 (Basement Floor) REVISIONS AS SHOWN •
POLYGON 115
(BASEMENT WITH JOISTS) NON-CONFORMING REVISE KYD RESUBMITO—-HANGER CALLOUT Mrk• material Width Depth Grade Q Gut Lth Tot Lth - e SF DAW1Ir HAS DEER REVIEWED FOR nENErAI COW/bk _
CONFORMS TO DE «:y.a j
® -SUPPORTING POST 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 8 BITE E ES,iN CONCEPT AY AAD DOES I RELIEVE N
® B2 Rigl4Lam LVL 1 3/4 9 1/2 1.5E 2 2 4 AABR CAT R v NDOR OF fi SPOAS I
L TV FOR G NE RW N C "smin WITH THE 0 Ns xTi rs`" """`F',"`n" J , TRUSS C 0m.P A N Y
POST LOAD ABOVE DESIUN DrArIHZ AND SPECIFICATIONS.„L_v. MICH HA"E PRIORITY a..'..c;atn, ............
K • �+
JB 1 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 25 3 '75 OVER IBIS S.,F D.RANINS.
R -RIMBOARD JB2 BLKG RFPI-20 1 3/4 9 1/2 13 3 39 _
LB -LVL BLOCKING J1 RFPI-20 1 3/4 9 1/2 2 22 44 BY:MRP Data 12/10/2015 1.0 """'""-•
10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663
J2 RFPI-20 1 3/4 9 1/2 2 14 28 CT ENGINEERING INC -"""" " '-" -•NI' '' —
PLAN DESGRIPTION/NUMBDESCRIPTION/NUMBER: 19B(BASEMENT WITH JOISTS)
JOIST BLOCKING I MRBRdNDT Akf ,KTS
J -JOIST GALLOUT J3 RFPI-20 1 3/4 9 1/2 24 26 624 CUSTOMER: POLYGON
R1 OSB Rim 1 9 1/2 3 16 48 BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 11/30/15
B -BEAM(FLUSH w/JOIST)
HDR -HEADER(BEAM BELOW JOIST) A 560rt� SCALE 1/4"- 1'-O" DESIGNER: KAM/L.HENDFR50N DATE: 12/3/15
BOO-BEAM BY OTHERS H1 IITT 9.5 4
PL 1 5-409 BASEMENT
FLOOR
SHEET: , of s
coxrRAcroRxorEs PACIFIC WMBER COPYRIGHT 2O14 ROSEBURG FRAMING SYSTEM"
1)VERIFY ALL FRAMING CONDITIONS
2)ALL FOOTINGS PER DESIGNERS PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. QU01t71'engineered wood products/M tOdOtr'S builder
(UNLESS NOTED OTHERWISE) The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber R r Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other LIGIDLA�t LV L.. RIGI DD'Il A'
3)ALL BEAMS PER DESIGNERS PLAN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or lllttt aaiYovp7S. t` V l\ Y�
(UNLESS NOTED OTHERWISE) copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
4)USE CAUTION WHEN GUTTING penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully.
FOR PLUMBING RFPI JOIST
5)PROVIDE PROPER SUPPORT AT ALL
SHEARWALLS easau•oarazonacla
TF1/5/5A PL4CEMENTPLAN ONLY DE5/6NHO7rx
This layout is to be used in conjunction with THIS FLOOR SYSTEM WAS
Architectural/Structural plans.Verify allDESIGNED TO MEET OR
shear wall blocking placement and connectors MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD
Purchaser responsible for approving this SCALE: 1/4"-1'-O' DEFLECTION CRITERIA
START ayout prior to any construction. START OF L/480
FRAMING 3'-3 1/4" 3'-31/4" FRAMING PLOORLOAD/Ne.
HERE \ \ PECK LIVE LOAD
-----111--- -_,=-F---==_____I_ (2)53 R 1 R1 II DECK K R 1 I / HERE 1 2psf DEAD LOAD
9 45 .. ... 41'::. _ ::,.:.F rte- ... ... 41 ... 1 .. .:. 11 .. _ - .. .. -1t -.... �- _.•
SLEEP/LIVE LOAD- - - -t - J ��i 30psf LIVE LOAD
R 1
r.--)111••
VD _ _ 41 ... ,�, - ... ..J.1 _. - 1 1 2psf DEAD LOAD
(1,
.. ... ROOPLOAD/N6.
_-a i.. W rn
m J v J,} J 25p5f LIVE LOAD
-2i15,
O F. N O p 1TP5f DEAD LOAD
,.n q,... 1r ]s J1 • o z m o J, C Pm- J Bq f
J5.. 2.. .. J1:: .. rte- tr 0 w \ _ ®
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24' 1 d] 4 Z ip _. .. ... -i JS j r .-s,..
-B1 41 1.1 111 �E
: -. .. .. .. r Z A r 11 61
- 1T-1 1/2"J4 ' 1-i -..1 1/2" r.. `
A 1 24
;Y ft rt .. -1 ` 1�
R1 J 1U = , R1 J1 .. - �.. J.} Ipg tI/:i
JB1 - .... i...... \
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R c 15- r Jt al W fn9
::. ..:: Jt ::::: ...Jr3 ��.... .__—._..R..1...__. _B _:: O RFP(BLOGKHWR
G PANELS M BEARING WALL ABOVE
in E
R1 45::: .. ... J} .. .... .-
41
0 R10
...15 1 _
..... __. .... _- ... bL ._. _.-82
-
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133 - .:_ �rB9 .:. J-1-.....: .:.L1 .:.. .._ :1._,16 .... ...... ..:.:.. � i
N 1 42 12 a'_4 ]Y2 m
SOLI,BLOCK ALI-
l i pd
Iii
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.12 ti J2 METALL sorsa Bi ..,
BLOCKS
J2 I } k 1s _.. `` _,....":11141411
aBa TOPS.G.AMEA ABOVE
J12 ..._ J2- 12 2 J2 __ J.2
42
•
LLB BEAMS J2 { 1 J2 ���
2. MTWA
7%4 POMYMALLBELO.aBE
—e 41/2 1 1O'-3/S'J3 J3 IR1 R1 '131 1O 3/8'
. .._ .;, .. [I, • POST LOAD TRANSFER DETAILJB 1 pp ___. 3�.y=...... _ J3::: ::::: J-1 N.rs.
11
'.. . ...._.___
II .....__....... -42._ I.......... _._.._.... .. .........._ ..__..... _.... . .............-fl .._..........12 ...._.__...._ (1...--- ..........
ttjy F77 E.
__.._ E7 ..--42.- 11____. ___ ........... ---_. .. _.........__.. ---.fl ...._.... _...._._...._ !_.._
.._._ 1_ .... 42
EI ._ ......_ 11
_ 42 €__. .......
42
R1 R1
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FORGHII
PORCH
PL 15-409(MAIN) /MPOI?.T+.NL?'.
POLYGON 1113(BASEMENT WITH JOIST5) REFERENCE INSTALLATION
mrk• Materiel Y11dth Depth brittle My Gut lih Tot Lih
GUIDE FOR ALL FRAMING
151 RigIdLam LVL 3/4 1 1/8 1.5E 5 4 12 DETAILS AND I-JOIST INFORMATION
62 RlgidLam LVL 3/4 1 1/8 1.5E 1 16 16
BS RIgldSam LVL 3/4 I 1/8 1.5E 2 18 36
54 RIgldLam LVL 3/4 1 1/D 1.5E 1 20 20
55 RigidLam LVL 3/4 1 1/8 1.5E 2 14 28
LEGEND: 56 RlgidLam LVL 3/4 l/a 5E 8 8
Bl 516RidS A LVL 3/4 1 1/8 1.5E 1 2 2 Pacin.. umber
BD BIG BEAM T t 1/a 2.1E 2 14 28
Ha—-HANGER CALLOUT Bq BIG BEAM s 1/2 1 1/e 2.1E i 14 14 Filler blocking is not structurally required provided both
J1 RFPI-20 3/4 1 1/5 66 15 1 18s I-Joists are continuously laterally supported by
® SUPPORTING POST J2 RFP 20 3/4 1 1/8 10 30 300 connection to the sheathing at the top flange.In pp TRUSS
�f �+ COMPANY
® J3 RFP 20 3/4 1 1/5 a 52 128 addition,the joint in the sheathing shall be positioned & I R U S S
-POST LOAD ABOVE Ja RFPI-20 3/4 1 1/8 3 20 60
J5 RFPI-20 3/4 1 1/D 12 a 48 over the center of one of the two top flanges to assure
R -RIMBOARD J6 RFPI-20 3/4 1 1/8 t 2a 24 shear transfer between sheathingpanels.p 10515 SW ALLEN BLVD BEAVERTON,OREGON.11005 (503)858-9663
LB -LVL BLOCKING J1 RFPI-20 3/4 1 1/8 1 12 12 �/� PLAN DESGRIPTION/NUMBER 1913(BASEMENT WITH JOI5T5)
..9 -JOIST BLOCKING R i OSB R1m 1 1/D 1 1 6 112 I// a�. Fier, ""
�t BLK61.15LVL 3/4 1/a se 21 3 63 ""� b ''� GU5TOMER: POLYGON
J -JOIST CALLOUT JB2 BLK&RFPI-20 3/4 1/8 16 3 54 aqui ..n Mill u.. w. Max Mn Max Lan Max urn Max PLAN DATED: 11/50/15
9 -BEAM(FLUSH W/JOIST) Au•••orie• DCL I-4015T PUTHOUT FILLER CONSTRUCTION r tr r 1r r 2.7. r 3.7 r r
H 1 MITI Lab-or-17711.88 15 NTs. DESIGNER KAM/L.HENDERSON DATE: 12/3/15
HDR -HEADER(BEAM BELOW-1015T) H2 MIT4 1 1 b8 42 r 17 r 1e r z< T s7 r a
box
BBO-BEAM BY OTHERS H3 L55vI25 1
PL 1 5-409 (MAIN) SHEET:2of 3
„,,,,sam m arm 04 1, mg”....10.2.2.,0 1747,0..:mw,,,,m1,,,,ora assw.ess.w.1 4ns lemi,i,a, wen am tawri CONFORMS TO DESIGN CONCEPT
0 CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
11 NON-CONFORMING-REVISE AND RESUBMIT
THIS S1OR DRAWING-1:41 BEEN REVIENED FOR GENERAL CONROWN0E
WITH.THE DES.IGN EXERT ONLY AfG;DOES NOT RELIEVE THE
RAM:GATOR VEG.TOR OR RESPONSIBILITY FIR 00ARDADANGE firb THE
DESIGh lkAbINGS RAD SPELIRNATIONS Ad DR MIN FAA!,.810N171
.„, START FRAMING HERE
DYER""gS SMOP DRA11713.
By Arnold R.Solomon 2.ato December 9,2014
a
9-00-00 9 CT ENGINEERING INC
cla"
8-00-00 t l'2
/
BM 1 !RIBBON]
tart—i—11E Nom iiii 1 1 t I I t. ' 1 /, '' 24" OPEN WEB JOIST @ 19.2" O.C.
c3 lir I 111.
mill 1,: e
t 1
POLYGON
2-09-12 1 '
!RIBBON I
, e1 p I ! 1 1 ,,, 1
5019 B
vo1 PL14-412 UPPER
Eff181217,CM Kea rid 1 '
.
7 i :
12/4/2014
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1 1
N-
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1 , ,
PlotID Length
BM4
BMI Product Products
21-00-00 6 3/4"x 24"Glulam (1.8E 24F-V4 DF/DF)
9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 P1 lies Net Qty
1 1
1
; c „F20. 28 1.>: ',, , , , ,.
1, '" 1 i 1 : BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
t t t a , F.
CI 'Cn CO , • 1 ,
BM3 15-00-00 51/2X 16 BIG BEAM 1 1
go.1 N N IN A:
h.LL
0
' i W °
, 4 , W 1 ND('4)4 1.. •• ' 1
BK1=BLOCKING
t 1 .:NECTII N FRhil Pd t•I i RMS=RIM BOARD
1 111.111. ® ' , k
g 10 1 k / 1 /
/ 1'• , A i 1: , ,, ,„ ,, ,., ,mil: , . I. „, ,, ACCESSORIES QTY
1 • ,8t F36' 38 5
® HIT424 37
• . 1 0
I.=BB NI 11115111•
P i iiii [ i•
m
2X4 DF#2&BTR FOR RIBBON 230'
nizahu, 281F28 281 28 281. 8,F36 f 3 ,i 3 I
III 1;
.. . _ __, 0 I
117 I °12 ' I i i
1 : 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
B , , 1 I 1 HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I C4
g I LL ,
F01 ', t; Z I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIN
I .
' I
F t
FLOOR LOADING
40 LL
2 0 , ,, 15 DL
1.7
0.
.,, 1
tli=11.111/111.11Mq 1 r- l, (A, co F to co a) 0 (c. 1 P
—
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LL 2 F , co 1 1 1
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JOIST WITH DBL RIBBON
LL k i r, C
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Pawn u mber
. 0 , a TRUSS comPANY
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i '-.-; 2:7F28, 28 28 28 28 F3
!ffas ' _ `..• - - - mml
!RIBBON I RIBBON I rli
El CONFORMS TO DESIGN CONCEPT
co t=i
9 ri CONFORMS TO DESIGN CONCEPT WITH
(.0
9 I—I REVISIONS NOTED
0 NON-CONFORMING-REVISE&RESUBMIT
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH DESIGN CONCERT ONLY AND DOES NOT RELIEVE THE
EABRICATORWENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
PRIORITY OVER THIS SHOP DRAWING.
By Alexia Fukui Date 12/22/14
MILBRANDT ARCHITECTS