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Plans PACIFIC LUMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM`' LI"°"" quality engineered wood products for today's builder'- """"``"�'��` w+a= ,I� These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. The plans may not be re-usedcopyor copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RIGI DRI M� ,,>x,,,,,, I� osis FRornnawE Company,°,-an,;,,„, ro asnR�rw eE�ow. p y.which retains copyrights to,and ownership of the plans.Use of these plans by any other I�, ' R"a��,„,. `III BEARING SORE«OF BLOCKS product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or �._. 1•. ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS copying of these pians,infringes rights under the Copyright Act.Infringes face liabilities that include �� \ ! eELow ro POST ABOVE penalties of up to$20,000 per wore infringed,and$100,000 per work Infringed willfully. �III aRFPI JolsT ►���/ �II,vG R PERMIT ADDRESS PBB�"�tt7PR°DL75 _�'> r��/ ^ 6.1 MST2016-00427 17050 SW ROCKY RAMBLE LN CONTRACTOR NOTE5: DES/6N NOTES- """'''" 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ..»�n-„�:,�,w..:w F.-I n,�.„>..Pop°. "m 6.2 MST2016-00428 17042 SW ROCKY RAMBLE LN 2)ALL ESS NOTE PER DESIGNER'S PLAN EXCEED THE MEET OR ' (UNLESS NOTED OTHERWISE) EXCEED LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPiBLOOKING PANELS NTH BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 6.3 MST2016-00429 170305W ROCKY RAMBLE LN (UNLESS NOTED OTHERWISE) OF L/400 4)USE CAUTION WHEN GUTTING FLOOR LOr�D/N6: Nis 6.4 MST2016-00430 17026 SW ROCKY RAMBEL LN FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL 12psf DVA DOD 6.5 MST2016-00431 17018 SW ROCKY RAMBLE LN SHEARWALLS 1 2p5f DEAD LOAD THIS/S A PLACEMENT PLAN ONLY. SLEEP/ AREAS: 30p5f LIVVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all .1-1/2 RFPI-20 9 16°O.G. 9-1/2 RFFI-20 5 16°O.G. 9-1/2 RFPI-20.5 16°O.G. 4-1/2 RFPI-20 5 16°O.G. • .1-1/2 RFPI-20 S 16°O.G. shear wall blocking placement and connectors ROOFLOAD/N6: Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1 Tpsf DEAD LOAD R1 l R1 \ / �1 R1 / 1 IAB II W p 1 11 r I y t i -1 1 r p Rt ;I R1 �'I 11 H ' 1H li J' R1 t- II I II1 III - ,n 9II I'; 1 II I I I!. R1 a j J3 �0 .B .13 .111 1 I I 1ll 1 -�__:- 4 it 1 I 3 �8 11 11 11 ti 11 1 .._ • .I II H .i HOR3 ,I I.' a.. 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L3 __ I _ __.1 -d .1). ,__J 7 H2 �7 REVISED e1Y1S KLH ���/// PL 1 b-257(MAIN) (Lars 5-9) POLYGON FRENCH REVIVAL 5-FLEX E-6(17)K-6(0) Hrk B Material Width Depth Grade qty Gut Lth Tot Lth R1 1.15 LVL Rim 1 3/4 9 1/2 1.5E 38 20 150 R2 05B Rim 1 9 1/2 ' 5 16 50 NDR1 BIG BEAM 5 1/2 11 1/8 2.1E 4 16 64 HDR2 Cascade 5.L24F-V4 3 1/2 10 1/2 Fb-2400 2 14 25 /MPORTANT./ H0R3 Cascade5.L24F-V4 3 1/2 10 1/2 F6-2400 9 12 105 REFERENCE INSTALLATION B1 RIglALam LVL 1 3/4 1/2 1.5E 3 4 12 02 RlgidLam LVL 1 3/4 1/2 1.5E 4 2 5 GUIDE FOR ALL FRAMING 03 RlgidLam LVL 1 5/4 1/2 1.5E 5 10 50 DETAILS AND I-JOIST INFORMATION B4 BIG BEAM 3 1/2 1/2 2.1E 4 6 24 135 RIRIdLam LVL 1 3/4 1/2 1.5E 3 12 36 55 BIGBEAM 3 1/2 1/2 2.1E 'I 4 28 67 BIG BEAM 3 1/2 1/2 2.1E 22 14 305 MAIN FLOOR JOIST LAYOUT '. LEGEND: BB BIG BEAM 3 1/2 1/2 2.1E 2 16 32 ow 69 BIG BEAM 3 1/2 1/2 2.1E 2 12 24 0._. � B10 BIG BEAM 3 1/2 1/2 2.1E 2 8 16 SCALE: 1/4°-1'-O" ( H }--HANGER GALLOUT JB 1 BLKG AM LVL 3/4 1/2 1.5E 118 3 354 Pacifi �„ umber ®/ J1 RFPI 20 3/4 1/2 9 18 162 -SUPPORTING POST J2 RFPI-20 3/4 1/2 11 8 Ba ® J3 RFPI-20 3/4 1/2 36 14 504 & TRUSS - COMPANY -POST LOAD ABOVE J4 RFPI-20 3/4 1/2 2 10 20 JB RFPI-20 3/4 1/2 2 15 32 &' R -RIMBOARD J6 RFPI-20 3/4 1/2 14 25 392 10515 SW ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)858-9663 LB -LVL BLOCKING 11 RFPI-20 5/4 1/2 25 26 515 15 RFP2O 3/4 1/2 6 4 24 PLAN: FRENCH REVIVAL 5-PLEX E-b(D)K-6(0) (LOTS 5-9) JB -JOIST BLOCKING J9 RFPI-20 5/4 1/2 5 12 60 J10 RFPI-20 3/4 1/2 6 b 36 CUSTOMER: POLYGON J -JOIST GALLOUT PLAN DATED: 6/5/16 B -BEAM(FLUSH w/JOIST) Accessories Ni THH011950-or-ITT9.5 42 NOR -HEADER(BEAM BELOW JOIST) H2 HUCQ 1.81/9 a DESIGNER: KAM/L NENDER50N DATE: 6/8/1 6 H3 HU410 11 550-BEAM BY OTHERS PL 1 6-2 5 1�} (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > <START FRAMING HERE . START FRAMING HERE START FRAMING HERE • <START FRAMING HERE 0 U 0 0 0 BM6 BM6 BM6 �8M6� __ ®I � Tii -� — II� RM1 II �K1 --=-4.`-T ,I� V II w wcf�7,in -w -.II RM1 II - w II �I� Qat'x --- 1B r -v---z -p WI =_ s o-- ` -!I _4_ __:._ -...: �°ma°s�`imu 'Tm } �- ..-II_� _ �14-T. , _IA.__tea___ =rA A_SIL S a sa1 —" ga _ a E.,' 8 m m m m - rn rn rn rn rn nI_ o IIv o 0 0 o 0 0 0... o o IIv t _ "` o E o o ':o o -o II R o 0 0 0 0 0 o H2 :II o o rn m m co II— E o O 1 O LL LL LL LL LL . (D l.L •-• LL LL LL LL LL IIS •®•. malt it II //lft- LL LL LL LL LL IIS O LL LL LL LL LL g 'p ( 3o t. LL II' 4 m Q12-10-15 IIm I ;� I m 44 A 2-1 a-15 .m U- Ilm LL 'I<F DA 13(I-00 a e e rnM1a�a11 .7 1. li�a� Mil In e ., III a w <. © i( If 13-01-00® 16 I v 3 mp .. e e n m m F05 F05 o F14 F14 F14 I P FD3 ( !F11 F11 1 L.:. F11 I F03 4j F03 I• . 'i F11 F11 �'� F11 cc 1 F03 ' F11 F11 ! I F11 4 I F03 d� -� F03 I i F11 F11 F11 F03 m Fns E I F13 im F13 F13 F114 1 I 110" 9 F03 \ A III F12 �L— F12 VIII 47 V Ih F12 I FO ll i_._: ,' iice�_(('',, II ((rrll IIP F12 CO I''te7w�_111 II F12\6� fJ F04 IN-� 1 �RM1 N 1" O F04 L IIIA _ b F121� F121J 0 ..i...-.7 'RM1 IRM1 mi F04 ( � P - x.11 P ! �9 F04 m RM1I [-.r F04 �E1/ I' �1°_4 F12 >81 I.r. F12 R�.I i K Z.° 4 F12..® i�I F04�tYIIppp © F03 i m i> '47-77-'''12 , n� m O F03 11 F03 r� o IIP F12 0a iEd F12 _III iI F12 ��� F03 F12 FF�� F� F03 n 11:M21: IIP a •III IIP F12 ^ ,I AIh F03 !!, F12 V F12 i l�J F03 BM2� All d I a co, �' p_IBM2[ I �BM2�_jj! F12 I fli I F03 I F03 0 ] F11 4 F11 ® F11 q (gpL F03 ;r� 4( v._ w F02 F11 ® r I F11 i F11 I r r F02 RM1 m i1��q F02 w A I: F11 a f F11 II I F11 i - � �� A F02 IA F11 F11 I! � � i® F11 f • F02 m al } F11 v F02 F11 I E ( _ = F11 ' a A w } F02 a e g I F02 1- i W t F02 LL I F11 F11 F !! F11 y� i �: < G i ' < ( F02 2 b LL F02 f, I F11 i F11 I 17, i F11 ,J- IRM1[b RM1 1-03-00 BM24 -L F15 s.--Iii/111 & BM24 1-03 10 1-0 10 B lii- b p H f f01 �1 RM11 ' � ®1I F01 J�RMt� F M �RM1IRM1( ¢ 1- I- F > 1- Li, g u, ga W W a Ir G O (.1 U Q U re co h O y O y O 4' LL IX LL C LL K OLL a ¢ a a 3 .- o 5- - 'O O o x NI = S co co Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 FRENCH REVIVAL 5-PLEX E-6(D)&K-6(D) LOTS 5-9 ALL BEAMS AND CONNECTORS PER ENGINEER I RM1 14-00-00 1-3/4 X 20 LVL 1 3 Pacifi umber BM14-00-00 1-3/4 X 20 LVL 2 6 FLOOR LOADING: 40 LL BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-257 UPPER RM1=RIM BOARD 15 15DL & TRUSS COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 5 6/8/2016 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 7 BM6 10-00-00 1-3/4 X 20 LVL 2 10 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY BM4 5-00-00 1-3/4 X 20 LVL 2 20 FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA I BM2 4-00-00 1-3/4X20 LVL 1 5 O HIT420 Ba SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET Loosen, part off the remove,cut r notch open web joist. RM1 1-00-00 1-3/4 X 20 LVL 1 6 ‘1I Olr "1 017 4 c... c... C C... ' . z� � L ..aw• 41AI wl . i I lt = ram lI ilk .4i, ., w.s. .. ` ^ t 1 I � rmbw"_ri.�.rFJ1 I IL ki,,, ,. 44- 1 ,. 11 r � NM Ail td 010re ri Allhhhi 101 NEICalkft: 11 � .. 11111P16*1 , . _ � Al 4115111- ....1. 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P at , 144111 ' .'14114"1111KM111— .81; GJ1Millall _ rltttt��i B►„,. ,„..1_-:.:Eli-21aL4I111111RIMillivrio 1PPIN 149111111111111-- 1I I!FirrIJ 11 Ci it li�,awrr -a_ r -_rte..r► I � —ii _!I 1111 °' 'r -...4 iihri ' ' i _____ 1 t k t I 1 , f' t .._ i �..:' 1 I ' I l I I I ! 6'_0” I I c_r_. c.. c . c_ c_.. c... N 1 @ Copyright CompuTrus Inc.2006 «BUILDER I ISSUE DATE- ABOVE PLAN PROVIDED FOR TRUSS ' ' POLYGON NW 1 PLACEMENT ONLY,REFER TO { 06/14/16 TRUSS CALCULATIONS AND 1 PROJECT TITLE ENGINEERED STRUCTURAL ff REVISION-1: DRAWINGS FOR ALL FURTHER RIVER TERRACE FRENCH 5 PLEX DMINFORMATION BUILDING DESIGNER/ENGINEER RECORD OF RD �5` F.',, Ulliber 'I'"0.`{' +DNAUVI«I B N REVISION-2; RESPONSIBLE GOR ALL F RECO D , TO TRUSS CONNECTIONS BUILDING 7 f AiCHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL TRUSS DELIVERY t GCATlOA+: SCALE- REM/ON-3 DESIGNS PRIOR TO CONSTRUCTION ON°{ LOTS 5-9 0.15"-1' l AU ro are property ns e g p rty of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.