Plans PACIFICLl1MBERCGPYRIGHT2G12 ROSEBURG FRAMING SYSTEM""
"°" "" quality engineered wood products for todav's builder-
These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 2.
SOLO BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RIGI ORS M�
���•"'u•'•u� "„ai AV,'q II ��� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other
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G1 product supplier other than Pacific Lumber Company in strictly prohibited.Unauthorized use or
�I ' -o- ,IIII eriOW To FOST move copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include - RD Nw�FoaFS7 PRODUCTSROSEalAINi iORFSraROOItCrS
``\` py 9 P 9 9h9
- penalties of up to$20,000 per work Infringed,ands 100,000 per work infringed willfully.
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CONTRACTOR NOTES: GE5/6N NOTES:
se",'.e°4 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
_ �^ �a-�^^""�•"mss 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
..:""°"M.,..,�° �'•- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
RFPI BLOCKING PANELS r1IT4BEARING FALLABOVE POST LOAD TRANSFER DETAIL 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
N.T.5.
(UNLESS NOTED OTHERWISE) OF L/480
N.T.S.
4)USE CAUTION WHEN CUTTING
FOR PLUMBING FLOOR LOAD/N6:
•
5)PROVIDE PROPER SUPPORT AT ALL 12p:f DEE OD
•' SHEARWALLS 1 2psf DEAD LOAD
\
5LEEP/N6 AREAS:
SOpsf LIVE LOAD
1 2p5f DEAD LOAD
J� ROOFLOAD/N6:
J pf LIVE LOAD
1/
j f j/ 1-lpsf DEAD LOAD
N,,
Si
1 REVISED 5/17113 KLa
�Ia—R.1 FL 1 2-1 45(MAIN)
ll
POLYGON BC
-- J6 Mrk a Material Width Depth Grade aCy Gut Lth Tot Lth
_ - , - R1 05E1 Rim 1/2 6 16 96
- -____-- _-- - - - - - ___-- _--- PATIO .11 RFPI-20 5/4 1/2 4 1 6 64
PATIO '., _-- -- _ --
-__ _ ___ __ J2 RFPI-20 3/4 1/2 10 26 260
I4
ii
_ --1:1 J3 RFPI-20 3/4 1/2 2 28 56
rte, .14 RFPI-20 5/4 1/2 5 22 110
r -X '# _ -1��f///51 �-- ----J' -- - JS RFPI-20 5/4 1/2 1 8 8
y�-'t- V - _���� J6 RFPI-20 3/4 1/2 2 2 4
.
U Tr T, Iliz, J4 ;� -- --- _ ---J4 --
4a. J12 17 -11-7------- __ 6 '¢ 31 Rigid-am LNL 5/4 1/2 1.5E 2 1 4 28
J1 R
L JtIT d' J B2 R(gidLam LVL 3/4 1/2 1.5E 1 8 5
u- - - 1-=- -- -- 211_14__..___iii_ R0 JB 1 BLKG RFPI-20 3/4 1/2 19 3 57
JB2 BLKG 1.75 LVL 5/4 1/2 1.5E 2 5 6
�F3
_._.. � V V
. - •.
0 0 _ Accessories
--- N N H1 ITH01 7950-or-ITT9.5 6
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— —_•'1 M 1V 1 _ �2_tt ®mxwams ro oeacx caxceer
--- _ - ® CONFORMS TO DESIGN CONCEPT
d ❑
E a Jam.. __- - ❑ CONFORMS TO DESIGN CONCEPT WITH ❑NON CONFORMING-REVISE 8 RESUBMIT
1 K 1 REVISIONS AS SHOWN rt
--- -,2. LV n '_-- -_- -- -- -- -=I ❑ NON-CONFORMING-REVISE AND RESUBMIT FI'. " ""`"""h
-- D aa.. F�au to_Il11AH_
.t?-- - WITH THEPDES 6/�G HAS BEEN AND REVISED FOR T ECONFORMANCE -
-�(2- - -- -- 6 Q -- -- -- Jg" ----' 0 N CONCEPT ONLY AND DOES NOT RELIEVE THE M I L R R A N EIT ARCHITECTS
- ABRICATOR:VENDTA OF RESPONSIBILITY FOR CONFORMANCE RITE THE
�y _ _ __ 'tl DESIGN DAAiWINGS FAD SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
-- - -- OIER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS.
J _ - y: SeAaela R.PeteEASE Date:february 11,2016
j CT ENGINEERING INC
I J2.- -
JI 2 11 /MPORT ANTI
REFERENCE INSTALLATION
41
GUIDE FOR ALL FRAMING
B'I J J 1 ' B fi DETAILS AND I-JOIST INFORMATION
11_ - - _--`
J
START �- /i_
1 �1 JB 1 J m 1 R1
J1 `� START
FRAMING r�'1 I� FRAMING Pacifu \ umber
HERE & TRUSS U S S
LEGEND: PORCH PORCH HERE C O M P A N Y
OH -HANGER CALLOUT
I I
® -SUPPORTING POST / L ----- ) - -. J PLAN DESCRIPTION: 15
-POST LOAD ABOVE f.r GUSTOMER: POLYGON (MAIN)
R -RIMBOARD
PLAN NUMBER: 15
LB -LVL BLOCKING PLAN DATED: 4/11/12 PL 1 2-1 48
JB -JOIST BLOCKING -Ornrcoc.+nONs-
J -JOIST CALLOUT REMODELING CENTER: ENIP DE5I6NER:
15100511 BOONE5 FERRY ROAD
B -BEAM(FLUSH w/JOIST) LAKE 05HHEGO^OREGON 97035 KAMI BELINOOD
(503)858-9663
HDR -HEADER(BEAM BELOW JOIST)
MAIN FLOOR JOIST LAYOUT TRUSS OFFICE A CONTRACTOR YARD DATE: 5/1 1/13
BBO-SEAM BY OTHERS5514 Sri
SCALE: 1/4"- 1'-O" JEAN ROAD
LAKE OSHEGO,OREGON 91035
(503)858-9553 SHEET: 1 of 1
14"OPEN WEB JOIST @ 19.2"O.C. POLYGON
7 AB(NEW)
Pm-284 UPPER
VARY FRARORGRERE 9
."....< ..r.. 8172015
'1
Products
9-06-00 x Plotlp Length Product Plies Net Qty
RMI 46-00-00 1"x 14"APA Rim Board 1 1
i RMI 28-00-00 7"x 14"APA Rim Board 9 7
' 1 ; RMI 17-00-00 1"x 14"APA Rim Board 1 1
e __°_ _ _ 1',, a C3€ T' - 1 -€_ k € M1 10.00-00 1"x14'APARim RimBoard 1 1
3
RMI 9-00-00 1"x 14"APA Rim Board 1 1
•
g I
RMI 7-00-00 1"x 14"APA Rim Board 1 1
S
RMI 5-00-00 1"x 14"APA Rim Board 1 2
"' € t 11 t < Mt 3-00-00 1"x 14"APA Rim Board 1 1
ry o i N.q BM1 22-00-00 51/2"x 191/2"Glulam(1.8E 24F-V4 CF/OF) 1 1
ems 1' €' Eli,.' BK1 14-0000 1,5 RigidLam LVL 1-3/4 x 74 1 1
BK1 6-00-00 1,5 RigidLam LVL-1-3/4 x 14 1 1
1 g BM2 4-00-00 1.5 RigidLam LVL 1-0/4 x 14 1 1
„ - n € BM3 18-00.00 5-1/2 X 14 BIG BEAM 4 x 14 1 1
101F�II 7 zt l -.���'[( t� ; ! -a te�. ' ALL BEAMS AND CONNECTORS PER ENGINEER 1
--''4'ids } 0
® 5
-M = ' $ 5 ACCESSORIES OTY
P (A
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Q HU412 23
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1... F�r,a. FLOOR LOADING
n exF>atoaaxG
r I T FO6 RMI RIM BOARD 40 DL
j =— 15 DL
a _e I: FC)6 !_ REFER TO STRUCTURAL PLAN FOR ADDITIONAL
07----'-'111111111M11
`""`�I.
?'-"'"°""'""°m"'�" POST TRANSFER BLOCKING
i I F -1111=11— g AND SHEAR BLOCKING REQUIREMENTS.
: -�I mum` FO6 _g. j SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I
ilii. .4.. NiIF t.. Amor I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I
T, 1:4 3` '- F06 `_ I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I
a . I i FO6 _ ta mr+wxrumuAmt=WI _j
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El COPCOIIMSTODEiIC-NCONCEFT j—1=�I `iii
` "„ �.:: �T_ F09IIIIIIIE 0 COS4FOEHE TO DESIGN mail VSH t:..:
�Y: FO8 c REVSSIONSAS SHOWN ��
.a� �� NOR-CONFORMING-ANL�AtloR8SU8>i,<
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5514".7 01:01443 as 51Ft1F1'iI1:M61:t OF Vital WE sissy
5-07-00 err riot sirs DARK eneca sant miss Ai ssrsu rrss. Loosen,remove,cut or notch -
IF NM T.ee him;rebK M.xrI any part of the open web joist.
CT ENGINEERING INC
C II i. umber
JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TR-U-S S .t COMPANY
SHEET 2 OF 2