Plans (136) I ROSEBURG FRAMING SYSTEM'"
f=" Wtr' PACIFIC LUMBER COPYRIGHT 21115
1 quality engineered wood products for today's builder-
These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015.
The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI DRI M
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....m..,:, ,I' II li company,which retains copyrights to,and ownership of the plans.Use of these plans by any other
... .-:. ` MS,.SQUASH BLACKS ZIZZo.osrneoae product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS vOa®wKt FOCBrF'POWCri
_\_ E copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include
i \ / penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully.
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-,= h GONTRAGTORNOTES: DES/GN NOTES:
e.-,..F°.• 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
'::.F:E'„ 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
.o.��'v'.."w"";"wa mm"°°'°°°-'°9 (UNLESS NOTED OTHERWISE)
FLEC THE LIVE LOAD
MAIN FLOOR 5)ALL BEAMS PER DESIGNER'S PLAN C
DEFLECTION CRITERIA
RFFIBLOOKMG PANELS 504 BEARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/450
N.T5. N.re. SCALE: 1/4"- 1'-0" 4)USE CAUTION WHEN CUTTING
FOR PLUMBING FLOOR LOADING:
5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD
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SHEARWALLS 1 2psf DEAD LOAD
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THIS/5APLACEMENTPLAN ONLY. pFVING AREAS:
This layout is to be used in conjunction with f OD
1 2pV
y J 1 2p5f DEAD LOAD
Architectural/Structural plans.Verify all
I I START START I I i" shear wall blocking placement and connectors ROOF LOADING:
I I FRAMING FRAMING 1 I Purchaser responsible for approving this 25psf LIVE LOAD
PATIO HERE HERE PATIO' // ayout prior to any construction. 11psf DEAD LOAD
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�!I _ !' ! REVISIONS AS SHOWN
'� ''' J5 J9 2R 1 R 1 J' ❑ NON-CONFORMING-REVISE AND RESUBMIT
J6 'I. J& JO I J6 THIS SHOP DRAINING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
J 111 I. B2 .,., � _19 I 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
Jb :i J1 �� - — FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
R1 .I I II' R 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
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.1- °�'�1 J2 J2 , J6 By: Arnold R. Solomon Date:May 11.2016
I• _ II, CT ENGINEERING INC
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Q 1 0 O -\ R 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
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R 9 (V (V — - -R 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
II LL u_ I' DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
IJ9 - - - Qr �r ---- - J8 - - -- PRIORITY OVER THIS SHOP DRAWING.
, JD n n -_ dg II _ By Jeremy Pfarr Date 5/11/16
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I - - IMPORTANT./
PORCH PORCH REFERENCEGUIDEFOR ALL FRAMINGN
DETAILS AND I-JOIST INFORMATION
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LEGEND: ■ aci umber
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� PL 1 5-5 2(MAIN)
( H}--HANGER GALLOUT POLYGON SB FRONT TO BACK
Mrk• Materiel rlldth Depth Grade RAy cut Lth Tot Lth
®/
-SUPPORTING POST R1 055 Rim - 1/2 10 16 1E0 \ COMPANY
® 51 RigidLam LVL 3/4 1/2 1.5E 2 16 32 TR U S S
-POST LOAD ABOVE B2 WgidLam LVL 3/4 1/2 1.5E 2 14 26
53 RigidLam LVL 3/4 1/2 1.5E 2 12 24
R -RIMBOARD J1 RFPI-20 5/4 1/2 1 10 10 1051 5 51,1 ALLEN BLVD BEAVERTON,OREGON 97005 (503)558-9663
LB -LVL BLOCKING J2 RFPI-20 5/4 1/2 12 12 144
J3 RFPI-20 5/4 1/2 12 20 240 PLAN DESCRIPTION/NUMBER: 5B FRONT TO BACK
JB -JOIST BLOCKING J4 RFPI-20 3/4 1/2 2 2 a
J5 RFPI-20 3/4 1/2 3 14 42 CUSTOMER: POLYGON
J -JOIST GALLOUT J6 RFPI-20 5/4 1/2 12 50 360 PLAN DATED: 11/24/14
J7 RFPI-20 3/4 1/2 1 26 26
B =BEAM(FLUSH w/JOIST) J51 EA-KG RFPI-20 5/4 1/2 25 3 75 DESIGNER: KAMI L.NENOERSON DATE: 2/15/15
NDR =HEADER(BEAM BELOW JOIST) J52 51-KG 1.75 LVL 3/4 1/2 1.5E & 3 18
550-BEAM BY OTHERS Accessorles
H1 I THO 1 7950-or-ITT9.5 4
P 5-52 (MAIN) SHEET: 1 of 1
kb
POLYGON
5B
PL14-90UP
7/29/2014
VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS
Products
PIotID Length Product Plies Net Qty
RM1 47-00-00 1"x 14"APA Rim Board 1 1
RM1 45-00-00 1"x 14"APA Rim Board 1 1
14"OPEN WEB JOIST @ 19.2"O.C. <START FRAMING HERE ¢ RM1 40-00-00 1"x 14"APA Rim Board 1 1
RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1
I RM1 11-00-00 1"x 14"APA Rim Board 1 1
`=-' 61 RM1 10-00-00 1"x 14"APA Rim Board 1 1
RM1 8-00-00 1"x 14"APA Rim Board 1 1
RM1 4-00-00 1"x 14"APA Rim Board 1 2
. , , . RM1 2-00-00 1"x 14"APA Rim Board 1 1
BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1
= a o
:j , '-'-• 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1
LL BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1
CD CD i CD CD c. � BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1
BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
o p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
��a BMS BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
—— M6
IRM�I _'BM3 = s – '- BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2
A 8I VI o O BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
• BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
I: ,1 — it IR Ail 1 ' ' BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1
sao-0L °'I s I BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2
1 • BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1
E E E E '- L' t E -I� m BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1
L' -, 1 BM11 4-00-00 BB02 1 1
..., - 0 1- FLOOR LOADING
L---IBM5I I BK1=BLOCKING 40 LL
RM1=RIM BOARD
BK = 15 DL
.rx_
- _-. L-_ __ = _ _e: ACe.3-0F I� ACCESSORIES QTY
1 111.1 (
1 ® TH017140-2 21
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1 X 14 OSB RIM FOR SHEAR BLOCKING 25'
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— F : o 1 ,_ II iL, L. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
5cam'
E REFER TO STRUCTURAL PLAN FOR ADDITIONAL
3K1 POST TRANSFER BLOCKING
f1== == ='R" AND SHEAR BLOCKING REQUIREMENTS.
I I
I AO HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.'
BM7 N_—I 3K1i_.—_ ® 6-0'-04 I WHERE PLATE NAILING AT 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA'
—&—�--6— I SHE ARWALL ABOVE EXCEEDS ONE
,O-1—>——-Q—��— JTc_f=�— ACS—N—I—_--
1RM1 BM5 I ROW,PROVIDE ADD'L BLOCKING OR
T _�— a _�— —_fl— c tr A_�— a —A— a--.I; WIDER RIM MATERIAL AS REQ'D. — — I.
JRMII 1RM1j
❑ CONFORMS TO DESIGN CONCEPT
® CONFORMS TO DESIGN CONCEPT WITH JOIST WITH RIM
REVISIONS AS SHOWN
0 CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT
❑CONFORMSTOo[9GN CONCVIWOH
EvmONFOOTEo TOP ESIGAIDRAWING FAS KE TEON REVIEWED DO FOR GENERAL E RANROTH
(24x36 SHEET) SCALE: 1/4" = 1'-0" FASRICATOA1VENRTP TF REBPONBITnmFOA P P9111 01 RITH TNT PeC� dumber
OVER THIS SlOPB AO 8PECIPICATIONB ALL OF NHICN HAVE PRIORITY
nsax u�w..n.�ww OVER THIS BOP DRANING. COMPACTOR SHALL VERIFY ALL DIMENSIONS.
uE AlxINRE Fu By: TIlE A.BMW Dat¢:Se0teEAVP 19,MOM COMPANY
• eyMILBRANDT ARCHITECTS CT ENGINEERING INC & TRUSS