Plans (65) l575-1 5 40 ( S sf v6 — 00a6'P
LEGEND:
251WQ8CA —ss SANITARY SEWER Pacific
300 S0 STORM DRAIN co1-n lltlnit -
434.0� -432.3 Desitin
w WATER LINE
60.0' 12564 SW Main Street
+OW���,OP 4/1.4001.410410yew, ® • MANHOLE Tigard,OR 97223
436
436 ■ CATCH BASIN [TI 503-941-9484
438 14.34' 438 DATE: 12/14/2015
440 27.55' 17.65' 33.81' 440 I STREET LIGHT
REVISIONS
II
_ _ - STRAW WATTLE PERIMETER NO. DATE DESCRIPTION
—
442 4421 — EROSION CONTROL
i 444i
1 r
ia46 I 1 -••
' ill
446
1 I L__1_ of
48 `1 -1
o , 6,007 SF ' I SETBACK SUMMARY
1
BUILDING: 5019DRD — 1 I FRONT SETBACK: 20'
5.00' � i FF=458.0 i + 5.00' SIDE SETBACK: 5'
49 I BFF=449.0 i i 47 STREET SIDE SETBACK: 15'
I I
, 448 I
448 REAR SETBACK: 15'
1
450 ;526
0
452��1 GARAGE
li
T IF--- 454 ' 4 --�Iii
litc
,< 1 — [
E II _
—pl I L1� f
r I I Ls----z
N - , I _- -- PORCH �[ I■ ` LOT COVERAGE:
�; -
- L - - J - - _ - �- 1- - - l_ s-
3 456 6.00'
\l 22.79' 20.29' 24.29' ��PUE,TYP LOT AREA: 6,007 SF
U y'
SIDEWALK —L — POLYGON AT
v`:(1 T Awrik455.9 i -
-456.3 BUILDING FOOTPRINT: 2,347 SF BULL
Li, `��� � � N om"` � �' ‘�,r, �17/ F • COVERED PORCH: 56 SF MOUNTAIN
UJ
, '��.` ,�``� ie L'. Jz(n t CANTILEVER LIVING SPACE: 40 SF
.-, v o t
-4- 1,All WATER METER /� ;` COVERED PATIO: 0 SF
v �cc SS —,r SS " ;,. SS SS v-..�:� SS
o SANITARY LATERAL 456 ,
DECK AREA: 224 SF
o SW 154TH DRIVE LOT 48
Lo
CO SD SD SD 6D SD0 S• SD TOTAL COVERAGE: 2,667 SF PLOT PLAN
N
a N w �_, f\ a; / W `-� N sN ,® if 44.4 %
cN STORM LATERAL / f" coil IMPERVIOUS AREA: 3,256 SF
� "�,\� ���®��`�" ` PLANT (1) KATSURA TREE/ a�Ie `® �
CERCIDIPHYLLUM
0 ,x =��- JAPONICA: 2"CAL., BFtB
0
POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARDlip
0
R PROJECT NO.: 395-031
2S1W8 Approved by Planning TYPE: CONSTRUCTION
C7) SCALE REVIEWED BY: PRE
LOT 48 (R-4.5, LARGE) Date: .c/�/1& 10 20
co
POLYGON AT BULL MOUNTAIN
ff Initials: LS
Z
15153 SW 154TH AVE 1 INCH=20 FEET
START FRAMING HERE
II Q 9-00-00 /
B-00-00 /
® BM q
9 v ::UR 3:. , By OA a:. v v 06=sa_�4� .—A_::., :N 3
MOVE JOISTS +/- 4" TO 24"OPEN WEB JOIST @ 19.2" O.C.
AVOID PLUMBING
4 POLYGON
® 190 (BASEMENT WITH JOISTS)
N N°F F a M ,"_____9__.- PL15-410 UPPER
LL u-
12/3/2015
El CONFORMS TO DESIGN CONCEPT I` r `� N N- ^ N- N- ^ 1-1 n "- 8 o, (D
u_ LL LL LL LL LL LL LL Ll. LL �LL :ILL LL LL LL LL LL LL LL LL LL LL
❑ CONFORMS TO DESIGN CONCEPT WITH Products
REVISIONS AS SHOWN Far FSB F28 PIotID Length Product Plies Net Qty
❑ NON-CONFORMING-REVISE AND RESUBMIT '� BM5 13 uu-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DFii
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE : U. LNL DI -:.CN LL LL -`LL BM4 21-00-00 6 3/4°x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BM6 10-00-006 3/4"x 24°Glulam(1.8E 24F-V4 DF/DF) 1 1
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF'WHICH HAVE PAIOAIiV ElTENL BCW 45. BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1
OVER THIS SHOP DRAWING. : BEYD'DPOS1 N 'N
LL �,LL BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
BY MRP
Date, 12/10/2015 OA FDS BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1
CT ENGINEERING INC 2'-11 s
a___ia__sa sa._ -IBMI_ J a_J - -a--1--s'-- A, 1 P28 F213 E28
DK CONFORMS TO DESIGN CONCEPT 17-04-0$ BM6I NI N N. ACCESSORIES QTY
❑ A
❑NO MT O 30IF281 F28I F28 F28 F28 F28 F2 -F2 40 IF78F40 F2$ O HIT424 50
a 4, c 2X4 DF#2&BTR FOR RIBBON 186'
Iu/Is_ : : 0
y Jesse I_4.1 Y °N L
MILBRANDTARCHITECTS - LNi
01
N
O
— FLOOR LOADING
-- ® BK1=BLOCKING
,�p f0 co CO CD CD CD CD CO CD CD ,CO ... v_• ve RMI=RIM BOARD 40 LL
L2. LL LL LL :LL LL LL LL LL LL 'LL Iy — IIp . IILL L■L. N 15 DL
'lik REFER TO STRUCTURAL PLAN FOR ADDITIONAL
IIII
'[tl, Li POST TRANSFER BLOCKING
LL LL LL 'li Li Li Li Li 'Cl:. u. +LL LL AND SHEAR BLOCKING REQUIREMENTS.
1PF03'\ ' I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
0 O
SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.
I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I
0 Loi F28 F28 F28
11-05-'2 \ /
-1 0 g n 1'
MI v -c BM2 _
m F28 F28 F28 ® F40 F41 F28 �—�—`_—�I�
4 F30 F28 F26 5-00-08 29/ _ -- 1
----'-''',.i — DO NOT:
Loosen,remove,cut or notch
JOIST WITH DBL RIBBON any part of the open web joist.
Pacifi 1` umber SCALE: 1/4"=1'-0"on 24"x36" SHEET
& TRUSS 1, COMPANY SHEET 3 OF 3
CONTRACTOR NOTES: PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'"
1)VERIFY ALL FRAMING CONDITIONS quality engineered wood products for todav°s builder-
These plans FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
(UNLESS NOTED OTHERWISE) Theplansmayinot be re-used or scopied,inwhnor hof the plant.use
perthese ion fromPacificy other Lumber RIGIDLAM-LVLRIGIDRIK
Company,which retains copyrights CO,to,and ownership of the plans.Use of these plans by any other
3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or
(UNLESS NOTED OTHERWISE) copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include ROW mte rgeesr vaoaucn RO3xeletO FORESTPROOIIGTS
4)USE CAUTION WHEN CUTTING penalties of up to$20,000 per work Infringed,and$100,000 per work Infringed willfully.
FOR PLUMBING '',RFPF JOIST-
S)PROVIDE PROPER SUPPORT AT ALL
SHEARWALLS ROSAWR6 raatxrer200110s
TH/5 IS PLACEMENT PLAN ONLY PES/GN NOTES:
' This layout is to be used in con junction with THIS FLOOR SYSTEM WAS
Architectural/Structural plans.Verify all MAIN FLOOR JOIST LAYOUT DESIGNED TO MEET OR
shear wall blocking placement and connectors EXCEED THE LIVE LOAD
Purchaser responsible for approving this SCALE: 1/4"- 1'-0" DEFLECTION CRITERIA
START ayout prior to any construction. START OF L/480
FRAMING 3-31/4 DECK IDECK 31-5 1/4" FRAMING FLOORLOAD/N6:
HERE I 4
HERE 1 F DEAD LOAD
R 1 ---L... - ;(2)53 ,-- - -- t-. R1 ----- — Si ----..- - _ (2)53LIVE LOAD
sf.-- -- S Sii P
_ -
SLEE
INS AREAS
J5 1 - -=zy.1. -- --_.--"- J 1 .-=-7-- - -_ -- -14-=- -- 1 _ - ______-_-_,T=4. __- 3 p5F LIVE
LOAD
MMM -
� _9 I U 2p5 ADD
Si JS 4 J1 = — --- —_ — -___ "; -_-- ---=- �• illu' _—= ------ J1------- •_. -- -------- -� 1 2AOFLOVEDLOAD
t ___ J ui m v "�i Ps
' 9 - '� to O Q = 0 a 68 B 1 p f DEAD LOAD
. ,,88 .. - --__ _- ___-_ II
J ._ _ _ __ _et _ /V _
HII
-- _ -_. __-__—_-- T .______ _ nwnuaax
— nU "- J9 _ J1 - — r- zP -_- _..__ _11 —_ i - 24" U NN a 717.:
' ,.1CW‘ Y-1 1/2" -- riZ 1Y-1 1/2_. -- -_ -- = s "--_ "�- _ _— W Z 0 W — -�- - - — --..-—moi-- - -._- ��� 'R1 _1 IU ; J R1 I l \'� �1 m = m m = I■1�: 1 l 0 I- Z 0 i J 1a.M.,
0. _ w c Q z 00 Q -- -- i5' O Iwo,°„„ ..,
I >�
'1 1 —� P J: ` ---- =+1--- ----� W m ''� --- '-- ---- R 1 ---$} - RFF7 BLOCKING PANELS IYITN BEARING IYALL ABOVE
to _ 511: - NTS.
® Si tie --d%--zi �r = - -- --- `moi -= ---_ - -44—_
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e 1
-8'-4 1/2' -_ ”"-"10'-3/8'. j --""-"_ - J ,1 I51 51_J"�I,1 _ - "__- I 15-41/8" - POST LOAD TRANSFER DETAIL
ii
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r _- 1.._ ii r,r-_7f__- "1._Jb-_J —_JB-- f 7 Tr"-"iq"--TlP1r6"Tf"- Ir '14`- .. .-... __,�meq.- -_ p
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PORCH _ _I � � A �'I, ORCH
SiR1:I
Si R1
PL 1 5-410(MAIN)
POLYGON 1 9D(BASEMENT WITH JOISTS)
MrK a Material Width Depth Grade Qty cut Lth Tot Lth IMPORTANT/
'%1" • B1 RigidLam LVL 3/4 1 7/8 1.5E 3 4 12
B2 Rigi)ILam LVL 3/4 1 7/8 1.5E 1 15 16 REFERENCE INSTALLATION
55 RigidLam LVL 3/4 1 7/8 1.5E 2 , 18 36 GUIDE FOR ALL FRAMING
Ba RigidLam LVL 3/4 1 7/8 1.5E 1 20 20 DETAILS AND I-JOIST INFORMATION
B5 RigldLam LVL 3/4 1 7/8 1.5E 3 1 4 42
136 RigidLam LVL 3/4 1 7/8 1.5E 1 8 8
B7 RigidLam LVL 3/4 1 7/5 1.5E 1 2 2
55 516 BEAM 7 1 7/8 2.1E 2 14 28 I
LEGEND: 139 BIG BEAM s 7/8 2.1E i s 14 PEli
b��
B 1 O RigidLam LVL 3/4 1 7/8 1.5E 2 6 12
0-----HANGER GALLOUT J 9 RFPI-20
J2 RFPI-20 3/a/4 v6 66 16 1 168 Filler blocking is not structurally required provided both
3/a 1 7/8 9 30 270 I-Joists are continuously laterally supported by
® -SUPPORTING POST J3 RFPI-20 3/4 1 7/8 4 32 126 connection to the sheathing at the top flange.In COMPANY
J4 RFPI-20 3/a 1 7/8 1 1 a 1 a addition,the Joint in the sheathing shall be positioned & TRUSS
® -POST LOAD ABOVE J5 RFPI-20 3/4 1 7/8 14 4 56 over the center of one of the two top flanges to assure ->
J6 RFPI-20 3/4 1 7/8 1 24 24
R -RIMBOARD J7 RFPI-20 3/4 1 7/8 1 12 12 / shear transfer between sheathing panels. 105 15 SW ALLEN BLVD BEAVER-TON,OREGON 97005 (503)858-9663
LB -LVL BLOCKING J8 RFPI-20 3/4 1 7/8 1 1 6 66 /^_ a �. PLAN DESCRIPTION/NUMBER: 1.112 (BASEMENT WITH JOISTS)
J5 -JOIST BLOCKING R1 OSB Rim 1 7/8 8 16 128 ,.,,, z",na 2.5/18 z,rs s,n
.B1 BLKG 1.75 Ls/1_ 3/4 1 7/8 1.5E 26 3 78 ..� CUSTOMER: POLYGON
.J -JOIST CALLOUT JB2 BLKG RFPI-20 3/4 1 7/5 15 3 45 R.,°n"m°n" Aon .0 A"n Max ^^n Mm "°n Mu "°° Mm PLAN DATED: 11/50/15
B -BEAM(FLUSH W/JOIST) Accessories DBL I-JOIST WITHOUT FILLER CONSTRUCTION
Nrs °°m"'^e^ DESIGNER: KAMI L HENDER50N DATE: 12/3/1 5
HDR -HEADER(BEAM BELOW JOIST) H1 MIT 11.55-or-17711.88 29 .
H2 MI741 1.88 42 e�
O-BEAM BY OTHERS
13E30z ,e z ,e r zo r za z
H3 L55UI25 1 PL 1 5-4 10 (MAIN) SHEET:2 of 3
•
ROSEBURG FRAMING SYSTEM'"
PACIFIC LUMBER COPYRIGHT 2015 qualify engineered wood products for today's builder'"
These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015.
The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RIGIDRI M-
Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other
product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or aosaeum PORSst PRODUCR RO5SRIRxi torsi PRODUCTS
copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include
penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully.
RFPF JOIST
ROSE8UR6 FOREST PRODUCTS
START START
CONTRACTOR NOTES: DESIGN NOTES:
FRAMING FRAMING 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
HERE \ / HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO EXCEED THE LIVE E OAD
OR
(UNLESS NOTED OTHERNISE) DEFLECTION CRITERIA
9-1/2 RFPI-20 e l 6"O.G. 9-1/2 RFPI-20 3 16,"O.G. 3)ALL SEAMS PER DESIGNER'S PLAN OF L/430
(UNLESS NOTED OTHERWISE)
4)USE CAUTION WHEN GUTTING FLOOR LORD/N6:
PATIO PATIO 5)PROVIDE PROPER SUPPORT AT ALL FOR PLUMBING 40psf LIVE LOAD
; I 1 2psf DEAD LOAD
L1 II 1 1 i
I R 1 R 1 I SHEARWALLS
,,
iii
,,
SLEEP/N6 AREAS:
- — ,- — U f j �� ��� I EI_-- --�- ;; " - THIS/5A PLACEMENTPLANONLY 30psf LIVE LOAD
! y ( iI it ii I This layout is to be used in conjunction with 1 2psf DEAD LOAD
,.
II 1 Architectural/structural plans.Verify all
',1 I 'll I I I I ! R 1 shear wall blocking placement and connectors RO0PLOAD/N6:
12
R 1fl
! Purchaser responsible for approving this 25psf LIVE LOAD
!��f Il ! it I;7 ayOUt prior to any construction. 1'ipsf DEAD LOAD
,,
m l �I 'i tr
li
it I iv II 1 «r:*".:rt
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1 1 JI1
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ee�,.A��aLa�
. BEL.,TOPOST Aewr.
/IIM
./Ih°
POST LOAD TRANSFER DETAIL
NT.E.
r
PORCH r PORCH 1
1 1 1 1
1 1 I 1
El CONFORMS TO DESIGN CONCEPT
0 CONFORMS TO DESIGN CONCEPT WITH IMPORTANT!
REVISIONS AS SHOWN REFERENCE INSTALLATION
PL 15-410(Basement Floor) ri NON-CONFORMING-REVISE AND RESUBMIT GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
POLYGON 1 9D(BASEMENT WITH JOISTS) THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
Mrk* Material YNldth Depth Grade ON Gut Lth Tot Lth WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 8 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE i CONFORMS TO DESIGN CONCEPT
LEGEND: Ba BLKGam LVL 1 3/4 9 1/2 1.5E 2 2 4 OVEIGN ISASIOPS AND NGECIFICATIONS ALL OF WHICH HAVE PRIORITY pawn I umber
�� SIGN CONCEPT WITH
JB 1 1.15 LVL 1 3/4 4 1/2 1.5E 25 3 "f 5 OVER THIS SHOP DRAWING. 0
T ( H _-HANGER GALLOUT JB2 BLKG RFPI-20 1 3/4 9 1/2 13 3 39 By; MRP Date.. 12/10/2015 F= '
�®/ -SUPPORTING POST
J1 RFPI-20 1 3/4 9 1/2 2 22 44 s e pis„ COMPANY
J2 RFPI-20 1 3/4 9 1/2 2 14 28 CT ENGINEERING INC MILBCRANDT ARCHITECTS & TRU S "f
® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 24 26 624 —
R -RIMBOARD
R1 OSB Rim 1 9 1/2 3 16 48
10515 SW ALLEN BLVD BEAYERTON,OREGON 97005 (503)858-9663
LB -LVL BLOCKING Accessories PLAN DESCRIPTION/NUMBER: 190 (BASEMENT WITH JOISTS)
JB -JOIST BLOCKING H1 DT—N.5 4 CUSTOMER: POLYGON
J -JOIST GALLOUT BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 1 1/30/15
B -BEAM(FLUSH w/JOIST) SCALE: 1/4"- 1'-0" DESIGNER: KAM/L.HENDERSON DATE: 1 2/3/1 5
HDR -HEADER(BEAM BELOW JOIST)
550-BEAM BY OTHERS PL 1 5-4 10 BASEMENT SHEET: 1 of 3
FLOOR
L _
4