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I 1 1 I 1-,1\ J/ _ \ Pacific
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467.6 T i 2564 SW Main Street
470.1 19.0' 41.0' J * • MANHOLE Tigard,OR 97223
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J1�i�r,.��—���1 DATE: 12/11/2015
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, ( STREET LIGHT REVISIONS
17.10' 17.60' 1 0 NO. DATE DESCRIPTION
11 d \ 0 I r___ — I' ——— STRAW WATTLE PERIMETER
'' 26.10' II o EROSION CONTROL
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' 1 ' 11 ' SETBACK SUMMARY
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',, rte- 5.00' 65 ; 1 *4; 5.00' '
' 6,120 SF ' 1 I' FRONT SETBACK: 20' :e. o
' i 1 i 1 I! SIDE SETBACK: 5' �' '` `'
t 1 ti l BUILDING: 5019A I l o
1 NaiSTREET SIDE SETBACK: 15'
i! I ' i FF=478.3 i ',',i REAR SETBACK: 15'
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I 66 I .1I �� 11 64 M _,
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' i I i i GARAGE �\ — I j� ; I i — 1
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LOT COVERAGE:
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�t L_ --- �, 6.0 L j LOT AREA: 6,120 SF
1 I ! 27.65' 20.65 25.65' 4t PUEII I POLYGON AT
�' I I t , ;I ) BUILDING FOOTPRINT: 2,364 SF BULL
_,
w � I ��r 1 I 1 COVERED PORCH: 312 SF
w _���� _ lint ...FotokrinApris es.41.. +►. , ®`13 ; I- MOUNTAIN
® ' �� ®— 160.0' NWT" r 1 �/ /
3 �3�� 477.3 V� �' V .1 1 V/"/
70. / /A / // CANTILEVER LIVING SPACE: 41 SF
• `�L�� �MMIN : , !/�/'li ." . 0 -.'k , A __2(...
�_� COVERED PATIO: 197 SF
a , \ PJ\i�w, _ \ -Pr ,�, lO,\x'/ 1, , \. M DECK AREA: 0 SF
o �,_. ��®, SIDEWALK �-
P �� k -WATER METER �' TOTAL COVERAGE: 2,914 SF LOT 65
as, as �gs ' os Os as as PLOT PLAN
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i PLANT (2) STREET ' vsO
47.6 %
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TREE: 2"CAL. SW THAMES LANE / Al i
fSr KATSURA TREE / �/: ? \� 1 ) f • � � • IMPERVIOUS AREA: 3,242 SF
CERCIDIPHYLLUM I : ! SANITARY LATERAL1 Arr
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STORM LATERAL I 3, _-------1V —
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3 CITY OF TIGARD
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POLYGON NORTHWEST (503) 221-1920 ^�
O C Approved ✓�� Planning PROJECT NO.: 395-031
281 W8 TWE: ION
Date: CONSTRUCTION
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LOT 65 (R-4.5, LARGE) SCALE ° REVIEWED BY: PRE
POLYGON AT BULL MOUNTAIN Initials: L,C
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15378 SW THAMES LANE 1 INCH=20 FEET
PACIFIC WMBER COPYRIGHT ROSEBURG FRAMING SYSTEM"
Theseplans and the designs are copyrightedby Company .--..--.-x- " "` '' € `:, quality engineered Wood products for today s builder-
These
g under Federal Law Pacific Lumber Com an 201 4. �:" f
The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber e _
Company,which retains copyrights to.and ownership of the plans.Use of these plans by any Other , a. . .+ ""� - - . `� RIGIDL,�M LVL. RIGI DRI M".
product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or '~
MYBiT rnoaefeTa motor meow=of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
y
penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. ._-- 1 S 2(T 16
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V' r 1 CONTRACTOR NOTES: DESIGN NOTES:
1 :,t,,, # "t 1'"`'�- ,m 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/450
4)USE CAUTION WHEN GUTTING
START START FOR PLUMBING FLOOR LOAD/Nb.
FRAMING FRAMING 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD
HERE HERE SHEARWALLS 12psf DEAD LOAD
SLEEPING AREAS:
�- `e1 ._ }8 _- THIS IS A PLACEMENT PLAN ONLY 30psf LIVE LOAD
s layout is to be used in
JA Architectural/Structural/Structu al pl con s.Verify with 12psf DEAD LOAD
## - ,q I I.... .....::: .. }5 _ all
blocking placemen and connectors. ROOF LOADING:
J -- -- I I Purchaser responsible for approving this 25psf LIVE LOAD
ll wall
JS -- - -- - I - ,8....... ._ ... ayout rior to any construction. 1 1psf DEAD LOAD
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PORCH PORCH
MILB1ANDT ARCHITECTS
I I
I" CONFORMS TO DESIGN CONCERT lMPORT,4NT..
L REFERENCE INSTALLATION
urooK.reourzats KNEviseo imam KLN El CONFORMSTO SHOWS CONCE TV;'TH GUIDE FOR ALL FRAMING
PL 1 4-41 1 (MAIN) REVISIONSNT AS SHOWS
DETAILS AND I-JOIST INFORMATION
POLYGON 19 A ❑ NON-CONFORMING-REVISE ANC RESUBMIT
Mrk• Material Width Depth Grade Qty Cut Lth Tot Lth PCI SlCP mem of BEES lUCiESED ill eeY_?,e:SIAAS?IfUP.E
E 1 RigldLan LVL 3/4 1/2 1.5E 2 14 28 AI Ill CECI.M;WIEPT:SLt'MC COES NMT+=_.'iE ME
02 RlgldLan LVL 3/4 1/2 1.5E 2 15 32 EUUC. A it F PE 1 S Y FDR P aIN E RIM 4 -
LEGEND: 53 R191dLam LVL 3/4 1/2 5E 2 2 4 nsnu CAi IA Y SPE I I _.:rS ALL P Y4,_? 0.
54 RlgidLan LVL 3/4 1/2 1.5E 1 10 10 +*' h .,K'[h
.0___HANGER GALLOVT 55 RlgidLam LVL
3/4 1/2 1.5E 1 a 4 By. Arnold R.Solomon o:Deer 1s 2B1s
Rt 0515 Rim 1n 9 16 144 CT ENGINEERING INC
® -SUPPORTING POST 41 RFPI-2o 3/4 1/2 t 24 24 C.... Ju
42 RFPI-20 3/4 1/2 10 36 360 & TRUSS
e -POST LOAD ABOVE J3 RFPI-20 9/4 1/2 3 20 60
J4 RFFI-2o 3/4 1/2 1 18 18
R -RIMBOARD 45 RF111-20 3/4 1/2 t b 6
10515 SW ALLEN BLVD BEAVERTON,OREGON 41005 (503)858-9663
Jb RFPI-20 3/4 1/28 30 240
LB -LVL BLOCKING 41 RFPI-20 5/4 1/2 4 32 128 MAIN FLOOR JOIST LAYOUT
PLAN DESCRIPTION/NUMBER: 501 4 A
JB .,JOIST BLOCKING 48 RFPI-20 3/4 1/2 10 14 140 SCALE: 1/4-- 1'-0'
49 RFPI-20 3/4 1/2 10 26 leo CUSTOMER: POLYGON
J -JOIST CALLOUT -B l BLKG RFPI-20 3/4 1/2 40 3 120 PLAN DATED: 1 2/1/1 4
B -BEAM(FLUSH w/JOIST) Accessories
HDR -HEADER(BEAM BELOW JOIST) HI ITH011950-or-ITT9.5 5
DESIGNER: KAMI L HENDERSON DATE: 1 2/5/14
BBO-BEAM BY OTHERS
PL 1 4-4 1 1 (MAIN) SHEET: 1 of 2
START FRAMING HERE
8-00-000 1 1 4 BM1
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24"OPEN WEB JOIST @ 19.2"O.C.
110 , 141i1 111
I 11 1111 li POLYGON
® 19A (old 5019A)
..I PLI4-411 UPPER
2/21/2015
I� Iilifili 11 11 11 [ ! I 3
Products
_ n: n n K n n r n n ff
N Nw LL LL- LL LL LL LL LL LL LL- LL LL LL lL LL LL E 4_
PIotID Length Product Plies Net Qty
BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 2
4 BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1
BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1
LL , BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1
3 0 BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1
N 1.: ` A
A li 111 11
BK1=BLOCKING
1 :
I Il , RM1=RIM BOARD
'�a�<-- _ _ 2 �I .°) – _ – I ACCESSORIES QTY
j Il" IBM6I •,�9 – – – – -- O HIT424 64
. ;� T I Q 1°1f
2X4 DF#2&BTR FOR RIBBON 194'
i 28 28
2.
1111-
�� I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
! T 1 11 i 1 LL , F011 , I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.
i 1 I 1 i IFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIP,I
i M,. `Q I FLOOR LOADING
LL
�� 9 ® I 40 LL
-�/�" t� 15 DL
L LL� �14101k. ®�I. ,„ 1 , 11 - -�I---�aMIIer F08 O� JOIST WITH DBL RIBBON
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1y� & TRUSS COMPANY
F28 F26 F28 F28 F28 4
F29 F28 F28 F28 F300
4
CONFORMS TO DESIGN CONCEPT
❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
❑ NON-CONFORMING-REVISE AND RESUBMIT
THIS SHOP 50601 0 HAS BEEN REVIEWED FOR GENERA' CONFORMANCE
WITH'HE DE5150 ONCEP'ONLY AND DOES Y T RELIEVE HE ®1,4.005'0 uv,o,<oxcon
FASHICATOR;VENO50 OF RESPONSIBILITh FOR CONFORLIAtCE WIT:-HE 0arx0a.•%:emrnr,wnt
DESIGN DRAWINGS AND SPECIFICATIONS AIL OF WHICH NAVE PRIORITY 0 Ku.“,x,,,,o,,:,,,_„„,�Esac:oe,,,n
OVER.'HIS SHO?. SING.
By: Arnold R.Solomon Date:October 15.2015 =1,...,.,..-=`
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CT ENGINEERING INC a.
M!IBRANOT ARCHITECTS