Plans (28) Yv T 201(,-07"ril
ecuUSl,/ Th a kr,' I'S C--h
PN]RCLIMIBERCOPYPoGHf2Po5 ROSEBURG FRAMING SYSTEM"
These the dealer!,sae cgpyrghtm under pederauwdy P,crk Lumber CompanyTHIS FLOOR SYSTEM WAS qx:!f�onr..iroerod vroodprrxy:.12ekrkMov'sbuiJ2sr-
M1epbmm 3015' DESIGNED TO MEET OR
:..zit,,,,,,:_:-....,.....
„k'F•y 1I/ may not be re-used or copied....or part.wltlaut written permission from Pacific Lumber DESIGNEXCEEDTTHE ME TOR IYI(±{ `, \/t /+r n ■/
,II III, wore m'uM1lrJtre[,Ina wpVlgMsto.,rd pwrcranb of the Gans.use of thea perm by any other DEFLECTION CRITERIA OAD
�IGE��IIr,�Y�a �'sei�bf��yYt
�E�� "'� G u of these eubr .�P,oeni.one.�ubmpaeooIs yrlen��pe° �:y�sdi,remhn ise that or
' �� ,'�•"•� v reales of up.520000 per re niringee am s l ooeoo per wore Orinaed MOWN. DFL/aa0
/, � \ IIII 3D428 LIpsi DEAD LOAD '^ RFPI JQIST
/ \_ psi LIVE LOAD
���� BASEMENT FLOOR JOIST LAYOUT
amermegamk
-•• SCALE:1/4"-1'-0" 50ps LOAD
2pef DEAD LOAD
..1.21)S.=w .WR START START
IZINIAr
R.n BLodmwd..LLSN.MARI,6W PG•TLOAG BUMMER DOTAL
FRAMING FRAMING 2spai LIVE LOAD
11pef DEAD LOAD
ere. ,,a HERE \ / HERE
5-1/2 RFPI-20 0 16"04. 5-1/2 RFPI-20•16"0.0.
I
I
Si
PATIO PATIO R,
Js i 1 61
,,,,„ 1,,,,,a, 35 45 J5 J5 J 5 35 35 35 35 35 J5.15 35 35 JS J 35 35 J5 35 35 35,35 J5 35 35 35
B, '; et�1Ja 33 3a � . /its/7 .".fir:"/., c\t- '-' `r� 1 N- JP Js.ts.j.L� '
Ja 33 34 39 33 3a Ja ; ¢1
14,1
j'B Y J3 Js J5 J3 J3 J. J3.A
JI
32 3g 42 43 J2 32 42 JD JR J2 3 32 J2 42 J2 32 32 J2.f2.32 12
R1 RI,
•
:j J1 31 31 J1 J1 11 J1 J1 31 31 J'I J1 J1 J1 31 41 31 41 41 41 41 31 31 41 41 41 41 411
_� I
IMPORTANT!
REFERENCE INSTALLATION
GUIDE FOR ALL FDAMIN&
PETALS AND I-JOIST INFORMATION
1)VERIFY ALL ALL FRA oCNDIriONS PL 15-406(Basement OSE 1,10019
LCBEND: 2)ALL FOOTINGS PER DESIGNER'S PLAN POLYGON AID BASEMENT WITH JOISTS Nor evecoo MA
�� (UNLESS NOTED OTHERWISE) "It• Madrid MGth Doth des&BLIT Cut LM Tot Lth Fac_-! umber
(H N-HANGER CALLOUT 3)ALL BEAMS PER DE5IGNERS PLAN J1 RFPI-20 3/4 1/2 14 24 336
`/ (UNLESS NOTED OTHERWISE) J2 RFPI-20 3/4 1/2 10 28 280
® •SUPPORTING POST 4)USE CAUTION WHEN GUTTING
33 RFPI-20 3/4 1/2 11 12 192 & TR}�U S S S COMPANY
FOR PLUMBING
® •POST LOAD ABOVE 5/PROVIDE PROPER SUPPORT AT ALL J4 RFPI-20 3/4 1/2 2 6 12
R •RIMBOARD SHEAR-WALLS JS RFPI-20 3/4 1/2 14 1 14
Lb -LVL BLOCKING
R1 05BRim 1/2 1 16 112 105155W ALLEN BLVD BEAVERTOµOREGON 9"005(503185 8-9 6 69
.e -JOIST BLOCKING T DA PLACEMENT PLAN ONLY B1 RigidLam LVL 5/4 1/2 1.5E 2 12 24 FLAN DRO( 4 Mrano 17D(SAOMT rVJOISTS)
This layout is to be used in conjunction With 92 RigidLam LVL 3/4 1/2 1.5E 2 2 4 CUSTOMER. IOLYbON
J -3015T GALLON” Architectural/Structural plans.Verify MI 3131 SLOG 1.15 LVL 9/4 1/2 1.5E 32 3 96 FLAN DATED. 11/24/16
shear well bplam
locking ceent and connectors 3132 BLKG RFPI-20 3/4 1/2 14 3 42
D -BEAM(FLUSH W/JOIST)
rchaseresponsible for approving this
TER-HEAVER(BEAM BELOW JOIST) ayout prior to any construction. AGGM•gllw OF116Ng4 KANLlO/a7f60W DATE 72/1/16
MO-BEAM BY OTHERS N 1 ITHO 11950-or-1559.5 6
PL 1 5-406 BASEMENT
FLOOR9F99T.10f