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Plans (270) 451-4" 1 I I r— m 7 n , , <t rl� il, ik I I 0 a EIFILAIlit41111111111111.48/1/11.111MAINIMILIWZION11111111111111114141111111411111) 111111111111141111111111111..'Jr —1701 FJ ; .,, ! h 117 �r fib -—t- k ..k , 41.1111 = Lam. 1(: 4 i • gilell 1 P12 (4) x �i t T 1ait '-m� �r I fl A l' r♦ alI :_ , riri ll I as a aaamma • r� r i _.. _ ._MI4 .ori E ' C 40) '- �" - r }II " . l 0 4, la . -.1r JI 14 , I_ `[�� = ,E,.: .— - 1 !. rid j , iii• � F a 1 A Fun., r , FF [�Ii► L .i4101L1.', Lif;:" , L w. I `" i I Ir`� - f I , Apor — it„Aii ,,,,... .. 1 I .� � II i , �, _ __. - rrrrr _, rcr r.4,1 gilt talk alai in • at--� w i r r ( ' aelrrrrls . /� ■ isa y "V __ u , _ .-, F �1� - • rx 4X8110,1, j it-. 11111 ii 1f �• ��E�if,H r".1‘14,64. �j ,yk0, IIII jw- yl � , ; I0-r 6````` ! 1,7 - 1 ! IPA` ;__ \ _ ',-. II .4! I Itilit E E E E E a I -+*,...J. �11�I(y: N(_ �1 CII ii I �l 1► 00000 1!_ ' - N N N N N 'Nan' miliM Mr._ Lill Ems" �9 S O O LO tD l0 I(31}WEMII WWWWW ! I, N . N N --1 03 �_� [ -1(�.l� �I . „ IrY4.. I� IL�YI�it�_,. . �� C V7 (/, N (/, AINI 111 1i!Il 1, 1 . I , I I -�'° i I . .. IIID ; 04)1.9n %.741...). r r r r r 1 - " " 1 '-1 1/2" — " —1" 51�" x0000 ■■yry V-�/ UJ UJ UJ UJ NJ W N I--` O CO �j 51-4R rw Copyrigh (rU L✓i_R: ISSUE DATE- ABOVE PLAN PROVIDED FOR TRUSS POLYGON PLACEMENT ONLY.REFER TO � � TRUSS CALCUUiTIONS AND FI?v,;E'T TIME - REV,S/ON-i: NGINEERED STRUCTURAL - 1. - T A DRAMNOS FOR ALL FURTHER ERT AREA 3 LOTS 29-33 DM INFORMATION BUILDING iim 1 ; INFORMATION OF RECORD pawl PLAN: LJR.4 L�Yr+I Y: RE'J!$!ON-2: TO TRUSS DESIGNER/ENGINEER CONNECTIONS.OF REII RD 4 FRENCH 6 FLEX WITH STEP I LI.EIlircr 2- s:.. ! DESIGNER/ENGINEER OF RECORD TO r- a L 1'" 6"4 DELI VERY LOCAioN: ;REVISION-3:RDESIGNS PRIOR TO CONSTRUCTION & TRUSS . OMP ANY AREA 3 — l 0.145"- 1 I All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by -Pacific Lumber and Truss. r 20"OPEN WEB JOIST©19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > START FRAMING HERE ) <START FRAMING HERE S , START FRAMING HERE > <START FRAMING HERE ei 0 Q 0 IBM2I BM6 BM6 DBMS IBM IMOD -I--- - 7 II� -M1 �'-� q�K _7 II RM1 } } RM1 II t-a -- -� I RM1 •M1 - o KT �- II WI RM11'7-�- T-T- I RM1 II _....`_-.I _ .::. dd...''.�;: -_ +..i ..-o, li ili tea. o ,t c _"'"'-1,1e_--=-''F-,,--61-111A....7.46.=#._ IL-$.....� s II-_ H i 6 .- rl-- ^--�_�-..o o --er-ll _ ._ e^ -a— i -. -�11 0 1 w m ro m m II- - - o Ao . o o LL LL LL • 2 �� ., n 3.�it �'- '� IIS II A SI Y LL LL LL LL oLL oLL I I m ro 10 q W H" g3_)I 12 }15 n7 p A 12-10-15 _, 03 l 12- 2-15® a Ilco u- t q ✓ I ®13-01-00 III 5 6 e. iii 3 Ir 11 a 111 i m N h i d w® 13-0I-0C A� a iu ,� I v\ F05 I ( o - I c g e , F05 .' I F03 w i DF03 It �J �J m . D } b F03 1, F ° IFS ( Y o F03 1_ �4 F03 { q I 4 7D F03 dE F03 I I ^� �0� 11 ( F06 I� „II V n II _ > I QA FosP F03 .. /��\ a1 Ib (��} II. !">8‹ 1 F03 IRM1 I' F04 I lel II I�JJ I iii �/ F04 RM1I 0 0 I I. 0 RM1 to .-. F04 a.- I co C M it CO -�D F04 I1---- '> F04 4 IV.:. 4 III - 111 4 1, N illm - D F04 ,.-RM11 A .,=, � + ' q A _ a _ F03 a -I �0 aim m ,, I '® ylm 6 F03 j F03 a— fY I�ul j — 0 H'I Y.. 1� 11 1 �i•. - - III (�� F0311 F03 E �II cC gi F03 F03 d I v (QI-IBM21° D)BM2 1 0 I _IBM2[� q HI .® F03 To0: I U U 1 U 9 F03IRM1 IMid0pIN a n n I a n D F02 I m m w w D A - I F02 u. I, v ym I d d m z F02 I A z e - F02 `�:. ' o M E I f F02 II- rc cc F02 o i $ I g g dli F02 9� W' FD2 . qRM1[bi FOt IRM1 M1 , �BMS' 1(�3-0t 1 300 IBM241S —•M1 — BM24 1 13-0e RM11/ F01 idIRM1� 0 1------ ----__-�� �RM1j m m �RM1� IRM11 m E J_..____»_..:_ 12 y m 1RM1r m TRM1� m a ,_ >- 11.1 art rt re c7 U a 0 a U a U N O o 0 co O en 0 a = a = 1- 0 o 0 to 0 io io Oa 62. II _ 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 t B POLYGON RMI 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM1 14-00-00 1-3/4 X 20 LVL 2 2 FRENCH REVIVAL 5-PLEX E-6(D)&K-6(D) ERT LOTS 29-33 ALL BEAMS AND CONNECTORS PER ENGINEER BM23 14-00-00 1-3/4 X 20 LVL 2 4 FLOOR LOADING' Pacifi .4 umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 BK1=BLOCKING BK1 11-00-00 1-3/4 X 20 LVL 1 3 PL17-178 UPPER RMI=RIM BOARD 5 LL 1 BK1 10-00-00 1-3/4 X 20 LVL 1 5 DL TRUSS COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 7 REFER TO STRUCTURAL PLAN FOR BM2 10-00-00 1-3/4 X 20 LVL 2 2 5/23/2017 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 B RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ BM21 5-00-00 1-314 X 20 LVL 1 1 - -- 1 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I h� �' � - I BM3 5-00-00 1-3/4 X 20 LVL 1 1 ACCESSORIES QTY 11�—1-`I- `�II BM4 5-00-00 1-3/4 X 20 LVL 2 20 I- ---1 BM2 4-00-00 1-3/4 X 20 LVL 1 4 I FLOOR DESIGNED TO MEET OR EXCEED L/4130 DEFLECTION CRITERIA I =� RM1 4-00-00 00.0 1-3/4 X 20 LVL 1 1 HIT420 SHEET 2 OF 2 BM24 4-00-00 1-3/4 X 20 LVL 2 4 1-3/4 x 20 LVL BLOCKING 76' BM6 4-00-00 1-3/4X20LVL 2 2 DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 Loosen, remove,cut or notch RM1 2-00-00 1-3/4X20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. RM1 1-00-00 1-3/4 X 20 LVL 1 6 Pr f—1-"- : tr. PACIFIC LUMBER COPYRIGHT 2017 ROSEBURG FRAMING SYSTEM'" ,N�,.,.,,, . «° I� ' quality engineered wood products for today's builder' / l'''''' ,......,.,.....1II These plans anQ the designs are copyrighted under Federal Law by Pacific Lumber Company 201'7. '""°" SOLID BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI LAM LVL RIGI RIM" iOpPa"„� POSTS FROM ABOVE I Com an which retains copyrights to and ownership of the plans.VSE of these plans byan other R,�. ;;.„„ TO BEARING BELOW. CompanP p P y ,Ir, ; =,�.a..,.�,.,.. III :usrAETso�As«eLoC S product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or /�•==-w�= Pea verc�1 cl.S MArc" ROSFBVR6 FOREST PRODUCTS ROSEBURG FOREST PRODUCTS - - BEARING.AREA OF BLOCKS copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include �� `� BELOW ro POST ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. �IIN� RFPI Jolsr /r/ . POSEBURG FOREST PRODUCTS / `' Il CONTRACTOR NOTES: 1,55/6N NOTES- °°""""` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS m1:7,7 p"-".° �,,,,N,y°,,,1�,-°� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ���°"°^_ °•"ro"^°"- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFFi$LOCKING PANEL5 SITU BEARING WALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 12 D SHEARWALLS 1 psf DEA D LOAD 5LEEP,N6 AREAS: TH/5/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all - 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 5 16.0.0. 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 5 16"O.G. . 9-1/2 RFPI-20 5 16"0.0. shear wall blocking placement and connectors. ROOFLOAO/N6: START FRAMING HERE START FRAMING HERE START FRAMING HERE Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERESTART FRAMING HERE ayout prior to any construction. 1/psf DEAD LOAD RI R1 B nSi R1 " 1 tl�i1 r I . J - --- / b �ffii 11 Y 1 e C R1 -I'' 3 1 //----�� R1 I 11 i � I .. II I i_-Jn R1 `- ? _3 . .9 .9 . . .9 .! .3 ! __ _ 9 9 9 .9 .9 .! .3 .3 .�� J3 JB _14 R1 IIII ii ! 1i Si 12 -. ._._.__.:=:=zll ' '_'_`_ ...a'N�;.g^ .. 7......Y_: .. 4. ._G.:.1 S.:HDR9-I.. 1 I'M a I R1 a F-.a .l .i ✓7 .i .T .i .T .1 .l .i .T i _i H) 1 i R1 1�� WR2 .R2 W WJl Y W Z Z``4 3SY 0)p X- - :-�---s4'---U4 Bb m i4 H J i*,, xi Ri ml R1 Rt -I _S H J r R1 Si R' 0,5 a R1 111111 11 RI R1 R1 R1 R1 �� il Ris l R2 I - -A R2 • 2 * ' - luflib! ',111111.11II __ _1 'I I.- ! - -a i, .351 i.3 3i -33 .3 pt _67 SIT ID i I i 12 I•'I_' t II � ..I'—R1 Rt .i. N�lll ��®..... '-. .. ''' ''3--4"--'r---7""1---4.-9 �'. HLK2 _._--- -B10 — I ----55 -__—___ _... ...-_-___ �._. • H2 PL 1-1-1 IS(MAIN) GRT AREA 9 LATS 29-99 POLYGON FRENCH REVIVAL 5-PLEX E-6(0)K-6(2) Mrk B Material Width Depth Grade Gty Gut Lth Tot Lth Ri 1.75 LVL Rim 1 3/4 9 1/2 1.5E 3S 20 760 R2 O513RIm 1 9 1/2 5 16 50 H251 BIG BEAM 5 1/2 11 7/5 2.1E 4 16 64 IMPORTANT/ HDR2 Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 2 14 25 REFERENCE INSTALLATION HDR3 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 9 12 100 B1 RlgidLam LVL 1 3/4 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING B2 RIgldLam LVL 1 3/4 1/2 1.5E 4 2 b DETAILS AND I-JOIST INFORMATION 03 RigidLam LVL 1 3/4 1/2 1.5E 5 10 50 04 BIGBEAM 3 1/2 1/2 I 2.1E 4 6 24 B5 RIgILam LVL 1 3/4 1/2 1.5E 3 12 36 Be BIG BEAM 3 1/2 1/2 2.1E 7 4 26 LEGEND: B7 BG BEAM 3 1/2 1/2 2.,E 22 14 306 MAIN FLOOR JOIST LAYOUT �� B5 BIG BEAM 3 1/2 1/2 2.1E 2 16 32 ( H }--HANGER CALLOUT B 1 O BIG BEAM 3 1/2 1/2 2.1E 2 1a 16 SCALE: 1/4"- 1'-D" � umber �/ .JB1 BLKG 1.75 LVL 3/4 1/2 1.5E 115 3 354 ® -SUPPORTING POST .11 RFPI-20 3/4 1/2 9 16 162 TRUSS COMPANY J2 RFPI-20 3/4 1/2 11 S 65 ® -POST LOAD ABOVE J3 RFPI-20 3/4 1/2 36 14 504 J4 RFPI-20 5/4 1/2 2 10 20 R -RIMBOARD J5 RFPI-20 3/4 1/2 2 16 32 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 LB -LVL BLOCKING J6 RFPI-20 3/4 1/2 14 28 392 J7 RFPI-20 3/4 1/2 26 26 676 PLAN: FRENCH REVIVAL 5-PLEX E-6(12)1c-6(12) LOTS 29-53 J5 -JOIST BLOCKING Ja RFPI-20 3/4 1/2 6 4 24 J -JOIST GALLOUT J9 RFPI-20 3/4 1/2 5 12 bo CUSTOMER: POLYGON J10 RFPI-20 3/4 1/2 6 6 36 PLAN DATED: 5/1 2/1/ B -BEAM(FLUSH w/JOIST) Accessories HDR -HEADER(BEAM BELOW JOIST) H1 THO17950-or-1779.5 42H2 MC DESIGNER: KAMIL HENDER50N DATE: 5/23/1 7 @@O-BEAM BY OTHERS H3 HU401 b 1/9 41 PL 1 1�} - 1 7 8 (MAIN) SHEET: 1 of 2