Plans (10) /LLS 7.--JL-7IL -CICCdS5
S-3 rE &w A-«c /4q1
resew NOTES: ROSEBURG FRAMING SYSTEM-
--- -; PACIFIC LUMBER COPYRIGHT 2015 THIS FLOOR SYSTEM WASqualify engineered wood products for todov'sbuilder-
----m...,
` I
These plans and the designs are copyrighted under Federal Law b Pacific Lumber Company
201 5
�Rw« -. DESIGNED TO MEET OR
srn.m e�ocR nu The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGIDLAM LVL: RtGi oR NI
. =E rROi""DO"e Company,which retains copyrights to,and ownership of the laps.use of these plans b an other EXCEED THE LIVE LOAD
, 1:47"1":**a,„',,�� ,,IIIE ro ee..R«s eeuorrP P P y y DEFLECTION CRITERIA
xurr,LL sours«a�ocRs product supplier other than Pacific.Lumber Company is strictly prohibited.unauthorized use or
,IE I ,...�,s. PER PETAL.Id.MATE« OF L/4,50 OOSIVWO FOREST Me0DOcrs
-------____ acr.R«cARcr.or e�oces copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
�� `� / eew..Torosrneore. penalties of up to 520,000 per work infringed,and$100,000 per work Infringed willfully.
FLOOR LOAD/N6
�' 4Opsf LIVE LOAD rC ({
�I ` w� \�II��► 12psf DEAD LOAD r� RFPI JC?pk 1ST
, Ii�' BASEMENT FLOOR JOIST LAYOUT
SLEPP�= h SCALE: 1/4'-1'-0' 3Op NVE OAD
°""-'°` 1 2psf DEAD LOAD
START START
ROOF LLIVE /NG RECEIVED
OA
RFP(SLOG Ks&CANn 5Y «aERAh5G WALL AnOVE roSr LOAD TRANSFER DETAIL FRAMING FRAMING 25psf DEAD LOD
„.rw. „.r.s.
HERE HERE
11p5f DEAD LOAD
9-1/2 RFPI-20®1 6.0.C. 9-1/2 RFPI-20 e 1 6.0.G. FEB 1 8 2 16
CITY OF 31GAR{D�
__ R 1 ® CONFORMS TO DESIGN CONCEPT R 1 - 4 g1` 01!\3Pi Q()'l
_ - -_---� PATIO ❑ ;= s:ara,,iJHL ..v, PATIO >
CONFORMS 113
REVISIONS AS SHOWN
❑ NON-CONFORMING it,'ISE ';6 RES!3MI J4 •
....,
THIS SHOP DRACK.AN SEEN RAVI EKD EON GENAPAL C3NAOHIANZE :
J3J3J3 13 13.13
a /1 DESIGN 4 *Tr AND E r - E THE 1
F RIA VEYD^F OF SpA Y ,-1k.V..E ri h THE :: JB 1
B11B1 I-,. B1 '1
J3 J3 J3 J3 J3 J3 J3 J3 s k d 4Ik as ra A P J3
R THIS �,ay7fr J3 J3 13 13 13 J3 13
•
•
• n;. Arnold P.Solomon Date:yecerb 3. Al< : �1
• J4 CT ENGINEERING INC
...:.__ 1151, l R C.30.11570 OM.CONaP !
12 12 12 12 12 12 12 12 J2 12 J2J2J2J2J2J2J2J2J2J2
5
1
J132 M114fANaT ARCHITECTS '.ra.W .... .' e .. -. .=:. ..��. .....�.
•
11 J1 41 11 11 11 11 11 11 11 1141 11 11 11111 11 11 J1 11 11 J1 11 J1 11 11 1.111
•
i JB1 JB1 '.
I I I I
IMPORTANT(
REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
DETAIL5 AND I-.JOIST INFORMATION
CONTRACTOR NOTES: -
PL 15-406 (Basement Floor)
1)VERIFY ALL FRAMING CONDITIONS POLYGON 1-fD BASEMENT WITH JOISTS
LEGEND: 2)ALL FOOTINGS PER DESIGNER'S PLAN MTk* Materiel Width Depth Grade ON Gut Lth Tot LthPam 4um er
..in
L (UNLESS NOTED OTHERWISE)
< H -HANGER CALLOUT 3)ALL BEAMS PER DESIGNER'S PLAN 11 RFPI-2O 1 3/4 9 1/2 14 24 333
�/ (UNLESS NOTED OTHERWISE) J2 RFPI-20 1 3/4 9 1/2 1O 28 280
® -SUPPORTING POST 4)USE CAUTION WHEN CUTTING 13 RFPI-2O 1 3/4 9 1/2 11 12 132ppFOR PLUMBING J4 RFPI-20 1 3/4 9 1/2 2 6 12 & TRUSS CO M P A N Y
® -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL R1 0513 Rim 1 9 1/2 5 16 80
R -RIMBOARD SHEARWALLS B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9669
LB -LVL BLOCKING 52 RiaidL am LVL 1 3/4 9 1/2 1.5E 2 2 4
TN1515APLACEMENT PLAN ONLY* J51 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 32 3 96 PLAN DESGRIPT'ION/NUMBER: 1 ID (aA5MENT 111TH JOISTS)
J13 -JOIST BLOCKING This layout is to be used in conjunction with 1132 BLKG RFPI-20 1 3/41 1/2 14 3 42 CUSTOMER: POLYGON
J -JOIST GALLOUT Architectural/Structural plans.Verify all - PLAN DATED: 11/29/15
B -BEAM(FLUSH w/JOIST) shear wall blocking placement and connectors Accessories
Purchaser responsible for approving this H1 I THO 1-1 95O-or-ITT9.5 6 DESIGNER: KAM1L.HENDER50N DATE 12/1/1 5
HDR -HEADER(BEAM BELOW JOIST) ayout prior to any construction.
500-BEAM BY OTHERS
PL 1 5-406 BASEMENT
FLOOR SHEET: 1 of 5
PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM"
PE5/6N NOTes. quality engineered wood products for todov's builder'
'11q': II These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 20 1 4. THIS FLOOR SYSTEM WAS
fMpORTANT t The plans may not be re-used or copied,in whole or par[,without written permission from Pacific Lumber DESIGNED TO MEET OR
ma o�NALL RIGIDM Litt RIGIQRIM"
„v,.,' , ��� .o eTc.Rms eye wi REFERENCE INSTALLATION Company,which retains copyrights to,and ownership of the plans.Use of[hese plans by any other EXCEED THE LIVE LOAD
fqN' ,I Nsr•usow'S°`-Rs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or
411
; , reR vena�a....rc« GUII3E FOR ALL FRAMING DEFLECTION CRITERIA tnstaaao a<oa€srvaoo7lci>c a0aeardra savesrrragyicrs---____ t includecopying of these plans,Infringes worts under the Copyright Infringes face liabilities y. OF L/450
` / > *o�osTABo E t7ETA1L5 AND I-!01ST INFORMATION penalties of up to x20,000 per work infringed,and$100,000 ver work infringed willfully.��IIMPLOORLOAD/NL5 ., RFPI JOIST
•� . ■� �� 40psf LIVE LOAD l OSEIWPa POMP A•DBLca.
��A , I 1 2psf DEAD LOAD
...�> h/
SLEEP/N6AREA'S�
...tr. 3Opsf LIVE LOAD
bMM a 1 2psf DEAD LOAD
MAIN FLOOR JOIST LAYOUTROOP N.S.
RFP(BLOGKIN6PANELs WITH BEARM6 WALL ABOVE POST LOAD TRANSFER DETAIL 1/4'=1'-O' psf
WI2ELLIIVVELOAD
tATs. NTS. 1-IpGf DEAD LOAD
12 I START START i 12'
,, ......
1.2)54.1. (2)54 Ct..1
IFRAMING FRAMING
JG RI J9 _... JB B4 DECK i HERE HERE DECK B4 J51 J4 t 64 rJG
B4 • y�UJ"
..... J2 ..... -_ J9 --- ......_._ (2)B2.. ... .._ .. (2)B2 ... _ ...... .__.- J4 __. ._.
_.. J2 ]q B4 ,� ..... ...J5 .... :. (2)J3::: r::: .... _ f2)43 - _. �,1 .... ... J}5 .... yy 64 ...J2 .... _..
R 1 ,.I *1' B6 .. ..... ... .. .. _-. _. ... _. ..._ Bb Z 1
R
(2)JS... ._: I rf/ (2113 „I5 R 1 ��: J2 _
N {2)J3 J"1
i }"_R1 J Ei
w IT R1
..::. 5 - ' ::: (2139 ..... O F N O ... 21}3 ... B 1
•
:o a m f21}3 r J5 -._. _ J .. ....
i .... {2)J3... .... .... 0 W -i ®
..... .....45 ..... ::: f )J3:$2 N i n $2('2_)J3 :::. _::.: [ r _.. .-.._ J5 ..... .....
.1s ....... .. f2J337 r- .:: _. LL Q y (2')33 _.. ....+: r _ ..... J5
IL
JS .__.. f2JJ3_: _. : _-1 It H r K R 1 _... - (2)45 .... :::. _.. J5
I.1iio Q el 1 JB 1
......... ..._...
J5 ..__ ._i __ f2)J3-` -. r Z D r ..}5 ......._ .........
— d
JBt
In
r -..._...=.B1Z = wI� 1.2.)../3 J r
—_—�U El = I V
O _Pa 0 d 0 �1 � O
_
.D r
.- _ -. ..
mNECNM,M2o nu:.w,cr.
NN
ry- 45 -.__. _. - I _: :: f2)J3::_ _ :::::: N 0NU CONR,nn-NrsES REc.MN,R _ _ .:::. -f21J3 ...::: __ .... _.._._ J5 -...... .......... ry
lu
_........ ........._J5 ..__.. I i :�, - _.. -f2)}9 _. __ .......... J5 d
ii_
✓ Ft
€1 4 MILBRANDT ARCHITECTS A 11 ...................................................................................................................44....................................................................................................
r r
J4 I ® CONFORMS TO DESIGN CONCEPT J4
.. 34 I1 El CONFORMS TO DES:GN CONCEPT MTh IJ }4 II
I R 1
REVISIONS S FIS SHOW. Si
11, J4 Jt 2 El NN O4 FMN RAE AND RESUBMIT J�2 J4 -1152B2
JB2 I4 Tr +F DRACNG-1.4E,SEEN H S F GENE11.4 r S CnI a r €I
x:... -E DESIG.._5..a :N1_ AND.}:f.,5C c,..E:_'tE ---5'-5 1/5' .. 1 1'-4 1/4'
--....... __.._ ..._.J4 ._..... ......... (7 FA.Ii1 R YEN R-1F ?t1I.j: 1 �R t W'1' tl -I TIE ........ ......_ 34
.1 1 € 11 1. sstlkM MN . ^..ck.(>h A,:a M1:11.K. Pr ;:Y I 11 J 1
...... ..... ._ {! }4 __ __ __ I_. R -I; fiAnIN,. ...._ _. .__. __. J4 _. H ....... _..... __
---. 1 J4 ...- II .... Lu: Arnold N.Solomon C_.- �Et_TbEr J.21115 -... 1I -- -- ---- --.
14
(gg 99 CT ENGINEERING INC
......... .......... ...._._ 19-_._....._J4 _.____. _..___..._ 'I$
11 J4 __ 11
.
11 J4 G
J, J .1 PORCH J61 .15 DSII. J137 PORCH J. 1 J1
— --
...:::...:... ,;,12...... ....:::1 _ Si Si -J2
a.
12 _. ..,.. R 1 _ R 1D2 .....
R 1 ..._ 32 -.. __ ..... .J2 --- _R 1
J2 -- J2
PL 15-40b(MAIN) R 1-".."
POLYGON 110(BASEMENT WITN JOISTS)
fere• Materiel Width Depth brad• ON Gut Lth Tot Lth
GONT74 TOR NC1. 51 BIG BEAM 1 1 1/8 2.1E 2 14 28
1)VERIFY ALL FRAMING CONDITIONS B2 RigldLam LVL t 3/4 1 1/8 1.5E 5 20 100
2)ALL FOOTINGS PER DESIGNER'S PLAN B3 Rig11am LVL t 3/4 1 1/8 1.5E 1 t 4 t 4
LEGEND: 04 R4IO am LVL 3/4 - 1 1/8 1.5E 5 4 20
(UNLEAUTIO E OTHERWISE) 05 5i6BEmLVL 1 3/2 1 1i8 1E0 t 12 18 �
im b
�� 3)ALL BEAMS PER DESIGNER'S PLAN 56 616 BEAM 5 1/2 1 ve 2.t E t 12 12 Filler blocking is not structural! required provided.60th
( H -HANGER GALLOUT (UNLESS NOTED OTHERWISE) .81 BLK6 1.15 LVL 3/4 1 1/8 1.5E 24 3 l2 9 y 4
�J 4)USE CAUTION WHEN GUTTING -132 BLK6RFPI-20 3/4 1 1/8 15 3 45 I-Joists are continuously laterally supported by
® Jt RFPI-2o 3/4 1 va z to zo connection to the sheathingat the to flange.-SUPPORTING POST FOR PLUMBING '/ p gTRUSSG 0 M P A N Y
J2 RFPI-20 3/4 t v8 a 12 96 addition,the joint in the sheathing shall be positioned &
ED -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J3 RFPI-20 3/4 1 1/8 32 20 640
SHEARWALLS Ja RFPI-20 3/4 1 1/b 1 t 30 330 _ over the center et one of the two top flanges to assure
R -RIMBOARD J5 RPPI-20 3/4 1 1/8 19 14 266 / shear transfer between sheathing panels. 10515 SW ALLEN BLVD BEAVERTON,OREGON'4 1005 (503)858-9663
LB -LVL BLOCKING THIS 15 A PLACEMENT PLAN ONLY Jb RFPI-20 3/4 1 1/8 2 e 16 N-
Jl REM-2o 3/4 1 1/8 3 1 e sa PLAN OESGRIPTION/NUMBER: 1 7D (BASEMENT Y71TN JOISTS)
JD -JOIST BLOCKING This layout is to be used in conjunction with J8 RFPI-20 3/4 1 1/8 1 2 2 _� 'Cl, 2.2,16 2.616 21z ,_,?
Architectural/Structural plans.Verify all J9 RFPI-20 3/4 1 1/8 3 16 48 CUSTOMER: POLYGON
J -JOIST CALLOUT shear wall blocking placement and connectors. R1 050 Rim 1 1/8 9 16 144 Rep.... "in "a "- Mee Mil M. On No Min M. PLAN DATED: 11/29/15
B -BEAM(FLUSH w/JOIST) Purchaser responsible for approving this DEC I-JOIST WITHOUT FILLER CONSTRUCTION N r +r 1r 2. z :• U.
ayout prior to any construction. NAGL�MR1101 t Ba 16
HDR -HEADER(BEAM BELOW JOIST)
ayout NTS. 10c1 12d2. ,r r ,r r 2. r 24 r a DESIGNER: KAML HENDERSON DATE: 12/1/15
112 MIT11.00-or-ITT 1198 36
BOO-BEAM BY OTHERS
-406 (MAIN) sNEEr:2of 5
24" OPEN WEB JOIST @ 19.2" O.C.
POLYGON
5017 B
17-07-12
15-00-08 7-06-04 PL14403 UPPER
STAGGER F15 JOISTS @ F02
GIRDER TO AVOID TF SII
HANGER COLLISION ANDI. 12/4/2014
i,
START FRAMING HERE PLUMBING ABOVE.
-Phip,,,_*qi ! ' " :O
4, L` Products
=II ...v1111MINIMMINffill PIotID Length Product Plies Net Qty
�J ti ��° :c,: BM6 21-00-00 5 1/2"x21" Glulam (1.8E 24F-V4 DF/DF) 1 1
'� LL' LI ' LL LL: LL' BM1 19-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1
1
o BM9 17-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1
BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1
BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1
a4 BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1
F4
44F4.. F42 =41.; 40 F40®+41
BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1
1I, BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 2
C') ,M IL W BK1=BLOCKING
LL LL LL • �LL RM1=RIM BOARD
E ACCESSORIES QTY
A
F03 0
HIT424 47
lir v 0 2X4 DF#2&BTR FOR RIBBON 210'
t
U. LL o MI LL 0 HGUS5.50/12 1
to• F03 'n; In IO an+,, r
,' T ; I. UUL INT LL. C
A O, O HU412 2
A
0 0 0° HGUS5.25/10 1
r® 4
S1�1LRQ I�►I ' —..< 0 SKH410L 1
l , ItmBON xT: O SKH41OR 1
O
0 O : 1'' ,)
i
SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
E 1F4C F451 F4g Fa F42 F41 F4C F4C F4C 47.LI - i
—�
a ., ., :MEI, HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
�BMBI FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA
€ FLOOR LOADING
(.I C 40 LL
;E- 15 DL
1
Imo0
0
i. . , ..:.
•
0 LL LL:: LL LL LL U. LL LL LL LL.
m JOIST WITH DBL RIBBON
g.
J
® F41: F4
F45 F4
. i BM5 � umber
CONFORMS TO DESIGN CONCEPT ..
® CONFORMS TO DESIGN CONCEPT WITH F40 F44 F42 ®40 F40 F47 & T R U S COMPANY
REVISIONS AS SHOWN
❑ NON-CONFORMING-REVISE AND RESUBMIT °s *A x om,. ;-: j .
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE QX CONFORMS TO DESIGN CONCEPT
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I]CONFORMS TO DESIGN CONCEPT WITH
FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE REVISIONS NOTED
DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ® NON-CONFORMING-REVISE&RESUBMIT
OVER THIS SHOP DRAWING. THIS S.:.P DRAN.HO PAS Sat:R010w.Ee Fr.,GENERAL COWORMANCE
WITH DERG,1 CONC£-PT OILY 055 0005 NOT RELIE'E TFE
By: Arnold R. Solomon Date; December 10, 2014 FABR:C.ATORW2NOR OF RESFOI:SHLLTY FOR 005FOMN550 WOOF DE0I05
CT ENGINEERING INC GGRe_Gs.SFECFICAT ,S.AVDAPPUC<r� CaR.S.E.I.OI,MEC,HAVE
PRIORITY Ob'E'.. :u'SHOP PRAWNS
By Alexia Fukui Date 12/19/14
MILBRANDT ARCHITECTS
..i
LEGEND: Ill
—ss SANITARY SEWER
R —SD
STORM DRAIN COIl11111111I1Z
L3esion I
TRACT D 444
— WATER LINE
i
O+ MANHOLE 12564swMain Street`
446
Toad.OR 97213
f11 503941-9484
} - 65.0' N CATCH BASIN
- - - - - - - - - - - - - - .-- - _- DATE 11/16J2015
446.6 446 0 ) STREET LIGHT
REVISIONS
STRAW WATTLE PERIMETER NO- DATE DESCRIPTION
I I
EROSION CONTROL
' 36.00' F - y
r
I
. Fr-1—'-
-i�- i ( I Ir- FEB 18 101b
' .F_ 1 U_--, e e , , 1 I SETBACK SUMMARY CITY ,. . ,
ARD
_-J
I-- I r++ I I - 'I FRQNTSETBACK: 20' ; 13 °'°°4 ?i °()
i �! it--- 11
SIDE SETBACK: 5'
L
1 It
I
STREET SIDE SETBACK: 15'
I REAR SETBACK: 15'
I 54 -
•Q 1 7,085 5F I o I
55 c"
53
i-4.--„,„.„. i BUILDING: 5017.5DRD
c, 10.00 ; FF=458.23 5.00'
Y
E 1
„? 1i , GARAGE I
a -- � I I '� `48- —, LOT COVERAGE:
I I I ' 450
-- 6 - PORCHCV
452 I
H LOT AREA: 7,085 SF
----� - I454 .P----L POLYGON AT
L 12____ ° - - ___ _I — 456 0 CI BUILDING FOOTPRINT: 2,358 SF BULL
N \ . I N ,I
6P.00' I 26.71' 0.00' 24.00' I \ __
COVERED PORCH: 13 SF
( MOUNTAIN
{ - " z •��'(•�s CANTILEVER LIVING SPACE: 0 SF
r
7 - �rApr � _--_- t ' ' DECK AREA: 257 SF
'...5, � /��r��/Tr 56.9: �,/6//� r 6401fr, 456.2/
*r' , TOTAL COVERAGE: 2,628 SF
a A `� 1 1 ,. �` :. ,�7 i d LOT 54
`_ �1 WATER METER I PLOT PLAN
In 37.1 %
II; M—SIDEWALK �— M
• M IMPERVIOUS AREA: 3,178 SF
SD \SD STORM LATERAL SI) �'>► SD ~\ PLANT(2)STREET
TREE: 2"CAL. —SD
° SW SEINE DRIVE SANITARY LATERAL GOLDENRAIN TREE / 2
15
/
55 55 55 KOELREUTERIA �_
U \ PANICULATA i
g *M / / / / >r/ _ ! I I O � CIT" TI�ARD
APProv Planning
I POLYGON NORTHWEST�+ p (503) 221-1920 Date: z _Planning
I(i e pRp��R,fp,: 395-051
2S1 W8 _-2-/
,�E CONSTRUCTION
LOT 54 (R-4.5, LARGE) Initials:
POLYGON AT BULL MOUNTAINLii,ict
o R
Z
S3 SW SEINE DR 1 INCH=20 FEET