Plans (8) /`i_C /=2C /2- 0001 7rl i CG PO( 5t o Z toLv
III , I ! I I ,
LEGEND:
1 11 1 Pacific
-_s ; ;- J ;-ss SANITARY SEWER
Community
SD STORM DRAIN Desicn
I w WATER LINE b
12564 SW Main Street
_,____
O i MANHOLE Tigard,OR 97223
_J I I L ■ CATCH BASIN 01 503-941-9484
DATE: 12/07/2016
299.2 297.8 I 0/ STREET LIGHT
REVISIONS
L____ — a �— PERIMETER NO. DATE DESCRIPTION
_._ _ ._ L �� i I 1 /._ a 2 !12-9 .moo STRAW WATTLE
--1— — -' 9896
2 EROSION CONTROL
, CO
STREET SECTION, SEE
_17.55'_ CONSTRUCTION DOCUMENTS
—___..._.. I SI 127.70
-
I 1SETBACK!Lit
SUMMARY
-— - - __ �- 1 ' FRONT SETBACK: 12'
; SIDE SETBACK: 5'
i I 132 I 4.00' STREET SIDE SETBACK: 10
REAR SETBACK: 15'
a, i 4.00' , 3,780 SF 1
BUILDING: 3410.2BD 1 1` PORCH SETBACK: 8'
Q � o FF = 309.9 ; o
GARAGE SETBACK: 20'
o I 131 BFF=300.9 1 0'/
133
— 0 1 [-——____
I ----302----____ '- ____ 1 ---------
,, --- 304 o
I _ ( ! ___.__
1 GARAGE _—._ 1 --
o
--/------ 306 --__..__._ _ __..
J_ _��---------- :ii• LOT COVERAGE:
(NI _._._ 308 _._�-__-____.________ ___._
o i I t - j_iPORCH 1r=_____ L.---inLOT AREA: 3,780 SF RIVER
LU I 1 6.00' I /I1 4 ' I
�L° __r ,°11 l PUE 1 20.01' h - BUILDING FOOTPRINT: 1,443 SF TERRACE
308.3 N' 9.93'; f_
N ::::::::::....... , I 41 COVERED PORCH. 135 SF NORTHWEST
FgI 1 I / 1l r•'0 307.2' ,1 I CANTILEVER LIVING SPACE: 0 SF
. -1-7-P-c--- _, 4,-,,--
o ��
1411k1'
COVERED PATIO 0 SF
0_ i
�° = PLANT (2) STREET �A, \'79f
— ',/ WATER METER DECK AREA: 147 SF
c
LOT 132
TREE: 2" CAL. STORM LATERAL ___� �_:,___.
N TOTAL COVERAGE: 1,725 SF
KATSURA TREE/ - SI) __.._. SD SD— SD— PLOT PLAN
CERCIDIPHYLLUM 28.00' B �o'O
6 JAPONICA 4b , , / 45.6 %
ss - A « / - s- SW FOREST HOLLOW STREET ss IMPERVIOUS AREA: 2,353 SF
/ I
SANITARY LATERAL ' ,
a
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E / v"__-1\,„,, 1,
11 ' ./ \---- ,',_
1 � l
_ _ _ + — — _ C,:' ' ' SAAR
_
3 — — - Approv `f-' ' - , Planning
RIVER TERRACE NORTHWEST (503) 221 -1920 -L j PROJECT NO.: 395-037
2 S 1 W6 TYPE: CONSTRUCTION
O V
„�t I I ��}n SCALE REVIEWED BY: PRE
co
LOT 132 (R-7, MEDIUM) !t ! 1 0 ,O 20
RIVER TERRACE NORTHWEST
0
, INCH=20 FEET
Q 17370 SW FOREST HOLLOW STREET
ROSEBURG FRAMING SYSTEM"
f g�� -=7:::!.- -�. PACIFIC LUMBER COPYRIGHT 2015
quality engineered wood producls for today's builder
"vOMNPM"`° 'I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015.
„ ,,,� SOLIDBLOCKALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber /+ p
7-g1 Ro 1:=E Company.which retains copyrights to.and ownershipof theplans.Use of theseplans byanyother RIGID LAM LVL RI GI D RI M
�teen" s I III TO BEARING BELO Y
iNSTr.LL SQUASH BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or IPOSFBURO fOI7F5T PRODUCTS ROSFBIIRG foAFST arrooucfs
%+�LKP� ___ , PER pETSQ AS MATCH
BEARING AREA Of BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
441141 ``. /♦ BELa nonzSTABOVE .enalties of u•to$20,000•er work infringed,and$100,000 per work infringed willfully.
I
/I� N 4:0c"OFPI-JoisT
�/ �jROSEBURG
Irf�\/ III' GONTRAGTOR NOTES: DESIGN NOTES:
......,,, I" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5
+Tnc.+ar.avet.rd 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
RRMv•WO ma.gon Icipueurrersamow,
Artie/1001 vv.,SW,m.cm.n
(UNLESS NOTED OTHERWISE) EXCEED TYELIVE
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFPI BLOCKING PANELS MIR BEARING PALLABOVE POST LOAD TRANSFER DETAILOF L/480
(UNLESS NOTED OTHERWISE)
5.T5. 5755 4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOADING:
5)PROVIDE PROPER SUPPORT AT ALL
12psf DEAD
OD
SHEARWALLS 1 p5f D
D LLOAD
SLEEPING AREAS:
TH1515 APL AGEMENT PLAN ONLY 3Opsf LIVE LOAD
This layout is to be used in con junction with 1 2psf DEAD LOAD
Architectural/Structural plans.Verify all
START 9-1/2 RFPI-2O 5 1 5"O.G. -- 9-1/2 RFPI-2O 4 1 6"O.G. START shear wall blocking placement and connectors ROOF LOADING:
FRAMING FRAMING Purchaser responsible for approving this 25p5f LIVE LOAD
HEREPATIO PATIO HERE ayout prior to any construction. 1 1psf DEAD LOAD
\ R1 R1
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REVISIONS AS SHOWN
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I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
J1 J1 J1 J1 ..1 Ji J',1 J1 J1 -11 J 1 J.1 J'1 J2 J2 lI j J2 JZ-1 -1 J1 1 .11 J1 .111 -1 J1 -1 1 J1 J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
11 R.1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
R 1 i 1 I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING.
� ! 3
I By: Arnold R. Solomon Date:October 29,2015
1 III ! I ' CT ENGINEERING INC
! R1 R1 I'
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C ! CONFORMS TO DESIGN CONCEPT WITH
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B ii 1 I '{ '� THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
l I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
' FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
B2 I _ B DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
PRIORITY OVER THIS SHOP DRAWING.
.j ? '-I'I By Jeremy Pfarr Date 10/16/15
MILBRANDT ARCHITECTS
•
i •
J132 -'- F
1 I I I I
•
I PORCH PORCH /MPORTANT.I
I REFERENCE INSTALLATION
I GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
LEGEND: PL 1 5-351 (BASEMENT)
�
� POLYGON 3410.2BD ac' 'ikt.
(H}—=HANGER GALLOUT Mrk# � Material I WidthDepth GradedeGtty�Gut Lth Tot Lth
IiJ 1 RFPI-20 1 3/4 9 ,/2 ,3 22 205 BASEMENT FLOOR JOIST LAYOUT
-SUPPORTING POST J2 RFPI-2o 1 3/4_9 1/211 2a254 ppC OMPANY
ED -POST LOAD ABOVE JO RFPI-20 1 3/4 9 1/2 11 10 11oSCALE: 1/4"- 1' O" Ot TRUS
J4 RFPI-20 1 3/4 9 1/2 1 12 12
R =RIMBOARD J5 RFPI-20 1 3/4 9 1/2 2 2 4 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)353-9663
LB -LVL BLOCKING B1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 10 10
52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 16 16 PLAN DESCRIPTION/NUMBER: POLYGON 34 1 0.2 BD
J5 =JOIST BLOCKING 251 BLKG RFPI-20 1 3/4 9 1/2 26 3 13 CUSTOMER: POLYGON
J =JOIST GALLOUT J32 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 22 3 66 PLAN DATED: 10/2 1/1 5
R.1 OSB Rim 1 9 1/2 5 16 80
B =BEAM(FLUSH w/JOIST)
DESIGNER: KAMU.HENDERSON DATE: 1 0/23/1 5
HDR =HEADER(BEAM BELOW JOIST) Accessories
H1 ITHO 1 7950-or-ITT9.5 5
550-BEAM BY OTHERS p I
t L 1 5-3 `�C�
BASEMENT
FLOOR
SHEET: 1 of 3
PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM`"
.1•.�4�p1.... quali►y engineered wood products for todav's builder
These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014.
............1 --. SOLIDBLOGKALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _
K.,.k..,-
Ari I I�� POSTS PROM ABOVE Gom an,which re[ains co ri hts to,and owner5hi of the lan5.Use of these tans b an other R I G I D LAM LVL RIGID R I M-
�'rR , III TO 6GRINGueu B P y py 9 p p p y y
MSTALL SQUASH BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or
,I�, wm. , PER DETAIL 1 a.1ATCH ROSEBURG FOREST PRODUCTS AbSEbUKG FOAESr PRODUCTS
BEARING AREA or BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
`` /` aeLonTorosrAeovE penalties of up to 520,000 per work infringed,and 5100,000 per work infringed willfully.
/) RFPI Joisr
�►� ��
;: �I .. ROSERURO FOREST PRODUCTS
III MAIN FLOOR JOIST LAYOUT
SCALE: 1/4"- 1' O" CONTRACTOR NOTES: DESIGN NOTES:
p°^""'^' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
R•,2..1...4 p�o,e (UNLESS NOTED OTHERWISE)
.���-s�wv���'�•��'' EXCEED THE LIVE LOAD
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
RFPI'BLOGKSG PANELS MTH BEARiNG NALL ABOVE POST LOAD TRANSFER DETAILOF L/430
(UNLESS NOTED OTHERWISE)
5.1.5. 5.7"S.
4)USE CAUTION WHEN CUTTING
FOR PLUMBING FLOOR LOADING:
5)PROVIDE PROPER SUPPORT AT ALL 1psf LIVE D
SHEARWALLS 1 2psf DEAD DLOOAD
START START SLEEPING AREAS:
FRAMING FRAMING THI515APLAGEMENTPLAN ONLY 3OpsfLIVE LOAD
\ / This layout is to be used in con junction with 1 2psf DEAD LOAD
HERE HERE Architectural/Structural plans.Verify all
- (DOUBLE) 1 1-7/8 RFPI-20 e 1 9.2"O.G. (DOUBLE) 1 1-1/5 RFPI-2O 5 1 9.2"D.G. shear wall blocking placement and connectors ROOF LOADING:
1'-O" I@ SEE SHEATHING NAILING ATTACHMENT NOTEIIIII SEE SHEATHING NAILING ATTACHMENT NOTEIIIII i@ 1'-0" Purchaser responsible for approving this 25psf LIVE LOAD
ayout prior to any construction. 1 7psf DEAD LOAD
-4
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I' 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
R.1 ;'; I I I I IL ll I I i R 1 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
1 1'•
! DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
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I I II • 1 i I i
I I I I I I II I I By: Arnold R. Solomon Date: October 29,2015
j ! II � i CT ENGINEERING INC
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12" 12" GUIDE FOR ALL FRAMING
START1 1 7/8 RFPI 20® 1 9.2"0.C. 1 1-1/5 RFPI 205 1 9.2"0.C. START DETAILS AND I-JOIST INFORMATION
FRAMING 2 t FRAMING
HERE PL15-35/(MAIN) HERE No POLYGON 3410.2 BD
0.._. Mr:• Material Width Depth Grade Ota cut Lth Tot Lth DOUBLE I-JOIST CONNECTION SPECS aC' ,i a er
HANGER GALLOUT e 1 Ri dLam LVL 1 3/4 1 1 ,/a 1,5E 1 4 a
B; RigidLam LVL , 3/4 1 1 7/5 1.5E 1 6 6 Filler blocking is not structurally required provided both
® 33 RlgidLam LVL 1 3/4 11 7/5 1.5E 1 20 20
=SUPPORTING POST B4 BIG BEAM 5 1/2 11 7/5 2.1E t a a I-Joists are continuously laterally supported by & TRUSS , C O M P A N Y
55 BIG BEAM 5 1/2 11 7/8 2.1E 1 16 16 connection to the sheathing at the top flange.In
=POST LOAD ABOVE 36 RigidLam 3 1/2 11 7/5 2.0E 10 10
R1 05B Rim , 11 7/9 16 1 12 addition,the joint in the sheathing shall be positioned
R =RIMBOARD J1 RFPI_2o 1 3/4 11 7/5 45 20 900 over the center of one of the two top flanges to assure 105 15 SW ALLEN BLVD BEAVERTON.OREGON 97005 (503)353-9663
LB -LVL BLOCKING J2 RFPI-20 1 3/4 11 7/5 2 -4 25 shear transfer between sheathing panels.
J3 RFPI-20 1 3/4 11 7/0 1 25 23 PLAN DESCRIPTION/NUMBER: POLYGON 341 0.2 BD
JB =JOIST BLOCKING J4 RFPI-20 1 3/4 1 1 7/5 2 6 12 /_ ,5.Q width CUSTOMER: POLYGON
J5 RFPI-20 1 3/4 11 7/6 2 16 32
J -JOIST GALLOUT J6 RFPI-2o 1 3/4 11 1/5 13 4 52 �� Sheat, 1.14- 2.1na 2,10-2sn :-1,2 PLAN DATED: 1 0/2 1/1 5
Nail Spaary
.J51 BLKG 1.15 LVL 1 3/4 11 1/5 1.5E 32 3 96 Rapu,emeeb Min Ma Min mu kn Mer Min Ma. Min Ma.
B =SEAM(FLUSH w/JOIST)
NOR =HEADER(BERM BELOW JOIST) Accessories DSL I--1015T YVITHOUT FILLER CONSTRUCTION ad tow r 16' z' 1e- r 24- r 24 - DESIGNER: K41.11 L.HSNCER5ON DATE: 10/25/1 5
1 MITI 1.85-or-1771 1.55 22N.1-5. e4^4m",p".
BBC =BEAM BY OTHERS 12 M1T41 1.55 i 19 08 2, T 1e- z 1e- T 2, r 20 2a
OU PL 1 5-3 5 1 (MAIN) SHEET:2 of 3
POLYGON
14" OPEN WEB JOIST @ 16" & 19.2" O.C. POLYGON 3410.2 BD
PL15-357 UPPER
10/28/2015
1 Products
PIotID Length Product Plies Net Qty
RM1 39-00-00 1"x 14"APA Rim Board 1 1
START 19.2"O.C.HERE THIS AREA 16"O.C.
o4B > & > RM1 34-00-00 1"x 14"APA Rim Board 1 1
�__—_ _- 23-06-08 ..
RM1 24-00-00 1"x 14"APA Rim Board 1 1
C tq; 13-01-00 •--•,:v RM1 12-00-00 1"x 14"APA Rim Board 1 1
IRM1�
MOVE JOISTS +/- 4" TO II �!ill/
$ RM1 9-00-00 1"x 14"APA Rim Board 1 I AVOID PLUMBING RM1 3-00-00 1"x 14"APA Rim Board 1
'I o BK1 19-00-00 1.5 Ri id Lam LVL 1-3/4 x 14 1
9
jI ��) BM9 1i BM10 1
II BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
1 BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
Ill
o BM2 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
0 1- o o o • • �'o o BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
® CONFORMS TO DESIGN CONCEPT LL LL LL LL LL LL LL BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
❑ CONFORMS TO DESIGN CONCEPT WITH N 04 N _ N N BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
REVISIONS AS SHOWN LL LL LL LL LL BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
El NON-CONFORMING-REVISE AND RESUBMIT €---
_ BM15 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
�1 ' BM7 21-00-00 3-1/2 X 14 BIG BEAM 1 1
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IC BM6 21-00-00 5-1/2 X 16 BIG BEAM 1 1
WITH THE DESIGN CONCEPT DNLY AND DOES NOT RELIEVE THE
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ! ii. A 0 BM5 15-00-00 3-112 X 14 BIG BEAM 1 1
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY / 'ii 13 �,�, 1� BM13 3-00-00 BBO1 1 1
OVER THIS SHOP DRAWING. BK
By: Arnold R.Solomon Date: October 20, 2015 j I I :m��( i��•��� o i I IBM2IO ACCESSORIES QTY
CT ENGINEERING INC 11'11'1,1,1-1,1,16ii'3IIi i ,I•� m A o TH017140-2 36
RM1 ® B HUCQ1.81/11 3
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Uhl! Q A 1 A A A A 1x14 OSB RIM FOR SHEAR BLOCKING 28'
cc
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• CONFORMS TO DESIGN CONCEPT WITH
REVISIONS NOTED 0
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❑ NON-CONFORMING-REVISE&RESUBMIT RM1=RIM BOARD 40 LL
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE h • - o LL o
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15 DL
WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I IBM3I REFER TO STRUCTURAL PLAN FOR ADDITIONAL
FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN111 c°i! LL POST TRANSFER BLOCKING
DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE i i N ��N AND SHEAR BLOCKING REQUIREMENTS.
PRIORITY OVER THIS SHOP DRAWING,
I Y
By Jeremy Pfarr Date 10/16/15 �i
B I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I
MILBRANDT ARCHITECTS LLLL • I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
NI-I--co I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA
4 IN I J ISNI6 14' M o -
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MS
o BM9
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SHEET 3 OF 3
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O 13
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N NON-CONFORMING—REVISE&RESUBMIT DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
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SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
c WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE By: Arnold R. Solomon Date: October 28, 2015
-,C FABRICATCRNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
DRAWINGS SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING I N C
PRIORITY OVER THIS SHOP DRAWING.
By Jeremy Pfarr Date 10/16/15
MILBRANDT ARCHITECTS