Plans (74) 7t;t-s7;4ot6 -Gc 52
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ROSEBl1RG FRAMING SYSTEM'
quality engineered wood products for today's builder-
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PACIFIC WMBER COPYRIGHT - �.
,I/ III RR De1141.014 l,.14 ABOVE These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2011. BEC�;/ ' RI GI D LAM LVL Ri Gi DRI M
The plans may not be re-used Or copied,In whole or part,without written permission from PaUfic Lumber ' ` RO URO SOREST PRODUCTS 4 fOe�Pp �
Company,which retains copyrights[o,end ownership of the plans.Use of these plans by any other 1
`` FALL O di product supplier other then Pacific Lumber Company is strictly prohibited.unauthorized use or R 3 2 _ /�
�II�` r/.ae�T r Oe1 e copying of these plans,infringes rights Index the Copyright Act Infringes face liabilities Chat Include FE1J o O 1� RFPI Jol ST
'�\�j FLAW. DO
� R I FALL a+v penalties of up to$20.000 per work Infringed,and$100,000 per work infringed willfully. •
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1 6 POST LOAD TRAN9PER DETAIL DDL I-JOIST GONSTRUGTION C� R, {.•�I‘i 1C a i C V
��,���RI�` CONTRACTOR NOTT.:� PP-516N MOMS.
.. `V
N T.D. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS
2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR
(UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD
3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA
(UNLESS NOTED OTHERWISE) OF L/430
4)USE CAUTION WHEN GUTTING
FOR PLUMBING FLOOR LOAD/N6,
I I— 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD
SHEARWALLS 1 2p5f DEAD LOAD
SLEPJN6 ARLA5r
30psf LIVE LOAD
1 2psf DEAD LOAD
POOPLOAD/N6•
25psf LIVE LOAD
1 1psf DEAD LOAD
R1R1
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R1 J+. �� :...... _....... :.::: iii ' 11_::J, :::: _ _:I PL 1 2-2 1 1 (MAIN)
J1 IIU U I 1 -J1 _. POLY GONNW 4ABG 11/2012 th
1 Mrk a Materiel Width Depth Grade ON Gut Lth Tot Lth
.. ........ __..... ..J1.... ........... ......... _......._ _..... _..._It-..Jt--_.SSSS ......._. R1 OSB Rim 1 9 1/2 6 1b 96
J1 RFPI-20 1 3/4 9 1/2 13 22 265
::- . 1 J4 ___::.: _...._ ---. J2 RFPI-20 1 3/4 9 1/2 2 1b 32
o J J3 RFPI-20 1 3/4 9 1/2 4 4 16
O J.1 t ({ Jt - 0 J4 RFPI-20 1 3/4 9 1/2 3 24 12
__-I (2)JB1 �.... 2)JB1 i
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'Pi Il ___— .___ N J5 RFPI-20 1 3/4 9 1/2 1 20 20
......... ..-_. r
C PATIO -Jt---_. ._.._...... ........ - - -.......... .. --Jt -- PATIO J6 RFPI-20 1 3/4 9 1/2 2 2 4
•
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J• ..::::::::..__ _..:::::....:.J+ _ ..:::::R1 R1._. p: .::::: �::::J1 __::..._.... :-::: 1.2 ® J1 RFPI-20 1 3/4 9 1/2 1 12 12
l I O 51 RigidLem LVL 1 3/4 9 1/2 1.5E 2 14 23
N JB1 BLKG 1.-15 LVL 1 3/4 9 1/2 1.5E 4 3 12
-- --- J 1 - �- --J 1 --- JB2 BLKG RFPI-20 1 3/4 9 1/2 15 3 45
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iAcoessorles
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—_- .._.. ._..... J4-.......+9........ .... ......... ............. ..... .......... .... .L...... J4 .._
R1 -IBI J ':::21.10CONFORMS TO DESIGN CONCEPT
❑CONFORMS TO DESIGN CONCEPT WITH
_l .... J4 :.:.:.:.:.:. ...... _ REVISIONS NOTED
,-. -..... .FS 1- .. .... —_.711 ❑NON-CONFORMING-REVISE&RESUBMIT
STARTJ1. , ..... .t_.._......... ................ .... ........: START I I.c.SHOP DRAM,*RIFEPEEN PERMED FOR;F.NERR „ Mhx=
Will D 416 CW 16EV NZ. `Dc1 51/ FI Y1 1511
FRAMING J1:::::.I �::::J1 FRAMING
FARRIG.�JWEIEXA OF 5. ICRILI+1 FOR ON RMt 1 YVO DESIGN
D:AWMTi.SPE r-r,ATrNv C*PLEASES a_..All., v,K..N 6111
HERE \ R1 J1. 11 ® - 212 I T 2 ® [..:..J1 1 / HERE PRIORITY OVER PAS scar COMM
By David R Burnett Date 10/6/14
-pi �i — 11 "O MIIBRANOT ARCHITECTS
pi
W //ALL t BLOCKING / WALL.4 BLOCKING /MPQR7:ANT1
ONLY FOR(A)PLAN ALL LINE WALL LINE ONLY FOR(A)PLAN REFERENCE INSTALLATION
OR(A)PLAN =OR(A)PLAN GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
PaciflLumber
& TRUSS COMPANY
LE6END:
�
� WHERE PLATE NAILING AT SHEARWALL
( H 7--HANGER CALLOUT ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L PLAN DES: 4A13 11/201 2
BLOCKING OR WIDER RIM MATERIAL AS
®/
-SUPPORTING POST REQ'D.ELSE LAP SHEATHING PER DETAILS CUSTOMER: POLYGON (MAIN)
PLAN NUMBER: 4AB 11/2012
ED -POST LOAD ABOVE ❑ CONFORMS TO DESEGN CONCEPT PLAN DATED: 10/12/12
R -RIMBOARDPL 1 2-2 1 1
LB -LVL BLOCKING ® CONPJRNS TO DES;!Y OXIMFT WITH DESIGN FIRM: MB-BRANDT
REVISIONS RS SHOWN -OUR LOGA770N3-
JO -JOIST BLOCKING 0 NON-CONFORMING-RE/GE AND RESUBMIT
EMI'De5/6NER:
J -JOIST CALLOW!" -:I$MP mimic WS ION REPINED RE EXPEL 115EAI1R[E
B -BEAM(FLUSH w/JOIST) Cr C 65131 IFI'It 016t 61 nn I F-,E $4Le1BELCEI 00517LAcTOR rwlra KAMI BELNIOOD
�I/ .51j 1--t6n +RYES 1.i ;OF pFDRMKE h THE 5.1905W LAN ROAD
MAIN FLOOR JOIST LA II OUT RF W is.t•e"s A R.SPEF eMoTORNT ,F IE(I Mi LAKEOSrvE6C D.OREGON,bss-nusn 91035
NOR -HEADER(BEAM BELOW JOIST) +"F r�cR ro rw qP AT]e A•F:1 YF L.kJ..CiN45 E+n. (509)D 5D-9669
BOO-BEAM BY OTHERS SCALE: 1/4'- 1'-O' ay. road R.ER:RR 007.4,IR 2011 DATE 10/26/12
CT ENGINEERING INCA SHEET: 1 of 1
Ej CONFORMS TO DESIGN CONCEPT
14" OPEN WEB JOIST @ 19.2" O.C. ❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS NOTED
0 NON-CONFORMING-REVISE&RESUBMIT
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
START FRAMING HERE POLYGON NW WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
!coa
FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE
RM1 4A PRIORITY OVER THIS SHOP DRAWING.
- ® BM4 PL14-331 UPPER By David R Burnett Date 10/24/14
7F. MILBRANDT ARCHITECTS
9/25/2014
N Products r o
PIotID Length Product Plies Net Qty "' _ "" cm
o
RM1 51-00-00 1"x 14"APA Rim Board 1 1 -. }s, o
cwt c cv a ci c i cv cv cs u3 us a ca
RM1 30-00-00 1"x 14"APA Rim Board 1 1 acc) o i=.
t i- i- I i- '"F- t- l- F- H H ;H I- z i-w>::='Z' d
LI €1- 'LL u— 41- 0-1-- u- dud uY a I... i RM1 22-00-00 1"x 14"APA Rim Board 1 1 F- cn o LLI Lu _ o
I," RM1 15-00-00 1"x 14"APA Rim Board 1 1 ¢ pc c,,', o
RMI 13-00-00 1"x 14"APA Rim Board 1 1 1— - `�J " - °°
Q Z C1 Z > N
kl RM1 9-00-00 1"x 14"APA Rim Board 1 1 w w Kr cu o-o o
RM1 8-00-00 1"x 14"APA Rim Board 1 1 z z '`�cil o z o C?
BK1 3-00-00 1"x 14"APA Rim Board 1 1 08 o > LLJ g o H
I--
0 RM1 2-00-00 1"x 14"APA Rim Board 1 3 z z z Lu
z o Q
CD
O. 5 BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 iri in p I r .<Z Z
u A BM1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a z_ o o v
O
BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o o cr m f- C 1=
d u.1".'
cn cn z
II
BM422-00-00 7 X 16 BIG BEAM11o Q} O cn cn cn z�oa� o Lu,� � BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 cc m o o o o Q w Z
' �.� '" vd: _ _ mi_'`" — I FG !. O O in V >c�7 z c`ns t—I
1-0. 00 RMI BM5 z Z > Z a cn>5`x a (D
,; d CC
ACCESSORIES QTY O O c) g a.6 o o Z
FTI Y TFI414 11 ) ==Q = w
w m a.m r 0 ,- }-
y s : . ., B ITT14 2 cb}
FTS ` E I- i-� i- my
0 1x14 OSB RIM FOR SHEAR BLOCKING 24'
a FT1
a
t FT1 BK1 =BLOCKING FL0040LOLDING <
RM1=RIM BOARD Et
15 DL ¢wI-rc
FT1 cc> a
REFER TO STRUCTURAL PLAN FOR ADDITIONAL c 2 2 CD
F I _ POST TRANSFER BLOCKING 1 EL Fe1
.,. cc;BM2 AND SHEAR BLOCKING REQUIREMENTS. 0 w F-
0
SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN z w c=
z 6°
HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. Q
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hi, LU 1-Ili
FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA <t o 0 w
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FT3 B
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FT1 ,& TRUSSCOMPANY
FT4 FTS
BM1
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