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""'"'-"`•""" w,.y ... II These plans and the designs are copyrighted under Federal Law by PacIfic Lumber Company 2015. DESIGNED TO MEET OR
soLm aLxcwu The lens ma not be re-used aco led,in whole or art,without wrltLen ermission from Pacific Lumber RIGIDLAM`LVL RIGIDRIM'
�I r�1B^eO11 ABO"E Co pan,which retains ri hts to,and ownershi pof the lans.Use of these plans b an other EXCEED THE LIVE LOAD
To ae..Rnz eei.ow mP y copy 9 P P P y y
�� ",,,,,,� ,,III NSTLLL AREA BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or DEFLECTION CRITERIA
.IE �.-� 2ROET��,° ^.�� copying of OF L/480 F�, rl , r
--- BEARING Aa a,us py"g these plans,infringes nghts under the Copyright Act.Infringes face liabilities that include
�� i_ eco..ro PosT..eorE. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully.
` FLOOR LOAD/N6+
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IMPORTANT!
REFERENCE INSTALLATION
GUIDE FOR ALL FRAMING
DETAILS AND I-JOIST INFORMATION
CONTRACTORNOTES: PL 1 5-406 (Basement Floor)
1)VERIFY ALL FRAMING CONDITIONS POLYGON 1 7D BASEMENT WITH JOISTS
LEGEND: 2)ALL FOOTINGS PER DESIGNER'S PLAN Mrk• MaterialMadth D
(UNLESS LASTED OTHERWISE) I ePth brads Qty Gut Lth Tot Lth Pac1 umber
H -HANGER GALLOUT 5)ALL BEAMS PER DESIGNER'S PLAN J1 RFPI-20 1 3/4 9 1/2 14 24 336
(UNLESS NOTED OTHERWISE) J2 RFPI-20 1 3/4 9 1/2 10 28 250
® -SUPPORTING POST 4)USE CAUTION WHEN GUTTING J3 RFF -20 1 3/4 9 1/2 11 12 132 pp
COMPANY
FOR PLUMBING J4 RFPI-20 1 3/4 9 1/2 2 5 12 Q, T R LIS S
® -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL R1 OSB Rim 1 9 1/2 5 16, SO
R -RIMBOARD SHEARWALLS B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 105 1 5 SW ALLEN BLVD BEAVERTON.OREGON 91005 (503)555-9663
LB -LVL BLOCKING 82 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4
TH/515APLAGEMENTPLAN ONLY .151 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 32 3 96 PLAN DESGRIPTION/NUMBERu 1 1D (5A5EMENT111THJ015T5)
J/5 -JOIST BLOCKING This layout is to be used in conjunction with J52 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 CUSTOMER: POLYGON
J -JOIST GALLOUT Architectural/Structural plans.Verify all PLAN DATED: 1 1/29/15
B -BEAM(FLUSH w/JOIST) shear wall blocking placement and connectors. Accessories
Purchaser responsible for approving this H1 I THO 11950-or-ITT9.5 6 DESIGNER: KAM L.HENPERSON DATE: 12/1/15
NOR -HEADER(BEAM BELOW JOIST) ayout prior to any construction.
BOO-BEAM BY OTHERS P 1_ 1 5-406 BASEMENT
FLOOR `SHEET: 1 of 5
ROSEBURG FRAMING SYSTEM"
,................:....: PACIFIC LUMBER COPYRIGHT 2014 =FNONNOME.
i quality engineered wood products(ortodays builder-
These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. THIS FLOOR SYSTEM WAS
fMPOJQ A/07 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber DESIGNED TO MEET OR RIGI o LAM LVL. RiGI oRi t -.
ill,0 I�� POSTS FROM ABOVE REFERENCE INSTALLATION Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other
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o euer�ee�or. EXCEED THE LIVE LOAD
,,,,«,.,d,,,,, msr•u sous«a�ou�S product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or
,ICI / --- _ III BEev!T.AMEA w.rc« I1�E FOR ALL FRAT+{INf7 DEFLECTION CRITERIA +'reevRe ro2r?s/pRoout-"ss cosmos totresrz+wanvct3
copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include OF L/480
\� -` >Ew .o.osT^®�E DETAILS AND I-JOIST INFORMATION penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully.
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POLYGON 110(BASEMENT WITH JOISTS)
MaN• Mater.' YWCA D•pt11 dm•da mtg COL 181 Tot Lth
COW71,44GTOR NOTES• 'B 1 BIs BEAM 1 I 1/8 2.1E 2 14 25
1)VERIFY ALL FRAMING CONDITIONS
52 Rigiasm LVL1 3/4 1 1/8 15E s 20 loo
2)ALL FOOTINGS PER DESIGNER'S PLAN 53 RigldLem LV3/4 1 1/8 1.5E 1 1 a t4
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LEGEND: (UNLESS NOTED OTHERWISE) 56 BIb BEA LVL 1 3/4 1 1/8 1E 1 18 lb (Tio Pam
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�� 3)ALL BEAMS PER DESIGNER'S PLAN 56 BNS BEAM s 1/2 1 1/8 2.t E t 12 12 Filler blocking Is not structural! required provided bother
( H }--HANGER GALLOUT (UNLESS NOTED OTHERWISE) _JB 1 BLKG 1.15 LVL 3/4 1 1/8 1.5E 24 3 12 g y eQ
�l 4)USE CAUTION WHEN GUTTING -182 ELKS RFPI-20 3/4 t 1/e 15 3 45 I-Joists are continuously laterally supported by
® J1 RFPI-20 3/4 1 1/8 2 10 20 connection to the sheathing at the topflange.In
-SUPPORTING POST g 9 C.0 M P A N Y
FOR PLUMBING J2 RFP-20 3/4 1 1/8 8 12 96 addition,the joint in the sheathing shall be positioned TRUSS
® -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J3 RFPI-20 3/4 1 1/8 32 20 640
SHEARWALLS Ja RF1.I-20 3/4 1 1/8 11 30 330 over the center of one Of the two top flanges to assure
R -RIMBOARD J5 RFPI-20 3/4 1 1/5 19 14 266 ' shear transfer between sheathing panels. 1 O5 1 S SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663
L6 -LVL BLOCKING TMY 5/5 A PLAGEMENTPLAN ONLY' J6 RFPI-2o 3/a 1 1/8 2 e 16
J1 RFPI-20 3/4 1 1/e 3 15 sa � «. PLAN OESGRIPTION/NUMBER 1 7D (BASEMENT WITH JOISTS)
-® -JOIST BLOCKING This layout is to be used in conjunction with J8 RFPI-20 3/4 1 1/8 1 2 2 1-1 2-or 2516 2'7 }Mr CUSTOMER: POLY&ON
Architectural/Structural plans.Verify all J9 12F1.1-20 3/4 1 1/8 3 16 48
J -JOIST GALLOUT shear wall blocking placement and connectors R1 055 Rim 1 1/8 9 16 144 n.0..^0 nO Max M^ Max Cu Max M^ CO M'^ M.
. PLAN DATED: 1 1/29/15
O -BEAM(PLUSH w/JOIST) Purchaser responsible for approving this AGUNOWp DCL HJOIST YIITHOUT PILLCR GONSTPUGTION 0 Lax 7 17 T 1r r z. z N r z.
HDR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. H 1 M1T41 1.88 16 NTS. 10d or IRO z z N r z a DESIGNER: #CAM L.NENDER5ON DATE 12/1/15
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H2 MIT 1 1.85-or-1111 1.58 36
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-406 (MAIN) SHEET:2 of
24" OPEN WEB JOIST @ 19.2" O.C.
POLYGON
5017 B
17-07-120$ 7-06-04 j PL14-403 UPPER
STAGGER F15 JOISTS Op F02
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START FRAMING HERE PLUMBING ABOVE OA
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t1 I CO CO opt„ LL BM6 21-00-00 5 1/2"x 21" Glulam (1.8E 24F-V4 DF/DF) 1 1
li: " L`' :: L` L`' LL ALL€ BM1 19-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1
Q BM9 17-00-00 5 1/2"x 24" Glulam (1.8E 24F-V4 DF/DF) 1 1
BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1
BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1
- BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1
F4 44F4 F42 41., 40: 40 41 BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1
e„ I BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 2
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SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN
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I = — HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.
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IBM8I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA
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0 CONFORMS TO DESIGN CONCEPT WITHF40 F44 F42 F40 F40 F47
REVISIONS AS SHOWN
El NON-CONFORMING-REVISE AND RESUBMIT v7-,ftmeio `�we4v,,,,t.°;.'
THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE QX CONFORMS TO DESIGN CONCEPT
WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ❑CONFORMS TO DESIGN CONCEPT WITH
FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE REVISIONS NOTED
DESIGN DRAWINGS AND SPECIFPCATIONS ALL OF WHICH HAVE PRIORITY ® NON-CONFORMING-REVISE&RESUBMIT
OVER THIS SHOP DRAWING• TI0S SHOP DRRAING HAS as:NE 151:ED EC,.GENERAL.01550W A CE
WITH DEIN CONCEPT 055 AND 355 NOT RELIEVE TEE.
By: Arnold R. Solomon Date: December 10, 2014 FAPRCATORNEE ROFRESFOI`GB_OYFORCONFO,TAANCEWTHDESIGN
CT ENGINEERING INC DRNWAGO.S ECIFiCAW NS,AND SCHUCT S NOSES.F:1.O WINO'HAVE
x.K'RITY CAE II;IS SHOP DRAWING.
By Alexia Fukui Date 12/19/14
MIEBRANDT ARCHITECTS
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446.6-7446.0 REVISIONS
STRAW WATTLE PERIMETER NO. DATE `DESCRIPTION
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