Plans (56) �t5raoIC.- wow) 4a /,5-3 7 r -4
PACIFlCWMBERCOPYRIGHT 2Dl5 ROSEBURG FRAMING SYSTEM'-
These plans and the designs re copyrighted under Federal Law by Pacific Lumber company 2015. Q1fOldy engineered wood product(O!fOC)C1VbUf1Cf@(
'S "
s�r�s�rw eu The plans may not be re-used or copl ed,in whole or part,without written permission from Pacific Lumber RIGI D LAM-LVL RI GI D R I M�
company,which retains copyrights to,and ownership of the pians.Use of these plans by any o VISION
��'''yy /"�
..0 souwn"xoan product f these
otter than Patric Lumber company(s ght.Art.
Unauthorized us T / T\'�/ ■� Rosso~rorsr paoomrs eo»ow fon rwonuers
�eeNuw�w-e:w copying of these plena,irlfrmgas right*under the copyright Act.Infringes feu IIffiIlRles th V 1,A1J ��..!/
eewwro•osr•eove' penalties of to$20.000 arwork infrin and 100,000 per work infrm ed Willful)
RF. J2 ST
'"-"•.*'"' CONTRACTOR NOTES: &N A1107P5,
1 J VERIFY ALL FRAMING CONDITIONS H15 FLOOR SYSTEM WA
MAIN FLOOR ALL FOOTIN&S PEP.
W6 E WS PLAN F-516NM TO MEET OR
SCALE: 1/4"-1'-O" LESS NODOT ERXGEEO THE LIVE LOAD
)ALL BEAMS PER DESI(SNER'S PLAN EFLECTiONI CRITERIA
RPPTBLO010146 PANELS WITH BEARIN6 WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) L1450
NTA NTA {/'��J y _ )USE CAUTION WHEN GUTTING
�°"I )_ FOR PLUMBING LOOK LOAPIANI
)PROVIDE PROPER SUPPORT AT ALL 2pof pef LIVE LOAD
App6'P"S?r-r _ SHEARWff
ALLS LYDEADLOAD
4 i"F _... EP/N6ARCA3.
THIS/5 A PLACEMENT PLAN ONLY. Opef LIVE LOAD
By his layout is to be used in Conjunction with 1 2pef DEAD LOAD
START START -��--ttt���.. I' rchltectural/Structural planl verify all
FRAMING FRAMING hear wail blocking plant and connectors A N ,
urchaser responsila for approving this 5pef LIVE LOAD
PATIO HERE HERE PATIO; a out for to an-Construction. 1 1 f DEAD LOAD
us
® CONFORMS TO DESIGN CONCEPT
1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH
REVISIONS AS SHOWN
❑ NON-CONFORMING-REVISE AND RESUBMIT
______ - - __ - -__ _-_______ _ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT ONLY AND DNS NOT RELIEVE THE
____-.___—- _---_--_-- _ ---------.-- ------------ ------------------------ FABRICATCH/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE
1 12 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY
OVER THIS SHOP DRAWING.
By: Arnold R.Solomon Date:Mav 11 2016
IR 1; RI CT ENGINEERING INC
XX CONFORMS TO DESIGN CONCEPT
-- --- —-------- GN CONCEPT WITH
-------.-- -------------
-------------- --- -
- _-_ ____ _-_ �CONFORMS TO DESI
..._---- ---- ------- REVISIONS NOTED
-------- - ------------ - - i -- ------- - ------ - -�--- �,� NON-CONFORMING-REVISE&RESUBMIT
V / THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE
WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE
FIE IN h __ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN
J 1 c c J 1 --= OVEDRAWINGS,SPECIFICATIONS,5,ANo APPLICABLE CODES,ALL of WHICH HAVE
r. PRIORITY R THIS SHOP DRAWING.
1 • 0 I 1 By Jeremy Pfarr Date 5/11/16
ry °n
M I L B R A N D T ARCHITECTS
o<
17 1
I
II
J'2 J
PORCH — PORCH ikpoRr -rr
I I
REFERS NGtiN5TALLATI O N
L__________ _________J GUIDE Fop.FOALLFRAMING
PL 1 5-5 3(MAIN) DETAILS AND 1-JOIST INFORMATION
POLY60N 5D FRONT TO BACK
Mrk a Material Wld Depth tirade Qty Gut Lth Tot Lth
B1 RI dLam LVL 1 5/4 9 1/2 1.5E 2 16 32
LP6END: B2 RI dLamLVL 1 5/4 9 1/2 1.5E 2 14 29 Pacifit. umber
�--� B5 RI QLam L VL 1 3/4 9 1/2 1.5E 2 12 24
HANGER GALLOUT Rt 05B RIM 1 q 1/2 1 1 16 1176
J1 REFI-20 1 5/4 9 1/2 12 12 144 pp
-SUPPORTING,POST J2 RFM-20 1 3/4 q 1/2 13 20 260 & TRUSS
-
POST LOAD ABOVE J3 RFFI-20 1 3/4 "1 1/2 2 2 a C O M P A N Y
J4 RFPI-20 1 3/4 9 1/2-- 3 14 42
R -RIMBOARD J5 RFFI-20 1 3/4 9 1/2 12 30 1 360 1 105155WALLENBLVDBEAVERTON,ORE60N41005 (503)859-9b63
LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 10 10 PLAN DE5GRN'TION/NUMBER. 50 FRONT TO BACK
J1 FPI-20 1 3/4 1 1/2 1 26 26
-0 -JOIST BLOCKING JS 1 BLK6 RFPI-2o 1 3/4 9 1/2 2s 5 15 CUSTOMER: POLYGON
j -J0I5T CALLOUT J82 BLKIS 1.15 LVL 1 3/4 9 1/2 1.sE 6 3 19 PLAN DATED: 11/24/14
B -BEAM(FLUSH w/JOIST) Accassor DESIGNER: KAM/L HENA7f19WN DATE: 2/16/15
HDR -HEADER(BEAM BELOW JOIST) Hill H 1 19 0-or-ITTq.5 a
SBO-BEAM BY OTHERS FL 15-55
(MAIN) SHEET: 1 of 1