Loading...
Plans (273) i 45 f r 8'4' 10j-10 1I " '- 1/2" 12'- 1 1 I -n 1-0" ''a.w+egN„p.r-a 4,4i10214*Y Igi1Miie&G.11111111l ,I f ! 1 f 1 1 I t,. t C FJ li► aNI i FJAi ::.:L-5(11`47-,! IA ....a, II ,j IIIMI-11!.,'S,. "*"*" 1 , N.yi 411 41111111111110, , t Os liP N , r_s� r GJ1 i ________•____ _ � . -2 (4) .+ �w . �*te{ ,,41y !{ .� ii Jam vAIIIIIIEPnl �r , fpr `* r _ al -01.11Gil �'" tv I1 7 NI [ , rir. sr - I NM;r_� _. _�.�_: , ra1 -r .. , "� __1 r ; fi 1 'N. O gg , iI faimmi1,... ,.......- ',.............. ' i A lib, a - (2) 2 (2 Pawom, ■�. ij w r _tr1�•=tfIV - s.--.�,�n\.=".. -..,�'A , sly 441! . fropAli 111. #. .t . — `a, - _ illitlllkak' * � I - m il;- 4 v _ - i i , i i 'IwA ,. ,44,010, rrri....ataars� � :�..rrS lW,.rr .`�...�...� �: + :434-4- 47 -. -�� i *C-:*'.t . _- r ;t*� .:1N►A las£7a 0't 1m^""w�sw-•ti_, �21 :.. F ' I IIIM I ' u - ff � Iwil � —................,Lou :# � 1,n• nl" ,{ B°i�. moi � ii0 _ . jN ',1'1i �4'Mifi1■ *!111 i � �" A ' 1111 � __ ! --- 00000 iIt rrr i 101 , u I` �i�l�i"{� '�iroll 111111 i- i-il v I r. 11111 no .' _ 1 "X:1111 �f G o000o UJ UJ NJ NJ NJ GI UJ UJ UJ UJ UJ • Illi o N N NJ UJ - - I. ' ! 1,—i�iiiiiiiiiif���i_,7 VV LU V W V V h f I I is l i �, -'; i i * * * * * ,killirAt . 1 Jt C.C... C_ C.. C—. •^• rn (7, rn al o-,r "'AD CTI �► W 7:1 ,; Lo W Lo to Lo O O O O O 1 -0" 14" 101-1 O 1 f2" j1/2r1 W W W W ti " 1 W N h- o kr; , 4-5I-4n 1 . , r, _ CJ Copyright CornpuTrus Inc.2006 EL'.'_.DER iSSUE DATE: ABOVE PLAN PROVIDED OR TRUSS POLYGON i PLACEMENT ONIYRFFFR'TO er � �I TRUSS CALCULATIONS AND EC. ENGINEERED STRUCTURAL ERCjp r TITLE REVISION-1 DRAWINGS FOR ALL FURTHER ERT AREA 3 LOTS29 INFORMATION BUILDINGFRE DESIGNER/ENGINE£R Of RECORD , bPaafi- um er , F'L�?IV: PL end�WITHf PRAWN BB,Y. RE`J1StON-2: TO TRUSSI CONNECTIONS, ON ECTIO S�BUILDINLE FOR AU. G ��L • FRENCH5 a S.-EX STEP t Ltt{l pipy- a DESIGNRWENGIAEEROFRECORD TO it , AND.I PROVE OFALL DESIGNS PRIOx'I"O CONSTRUCTION COMPANY "-'�- ',,-0 , ';,,,,, SCALE REVISION-3t TRUSS ERT AREA 3 0.145"- 1' An designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by -Pacific Lumber and Truss. 20"OPEN WEB JOIST©19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS _. _-_. __. START FRAMING HERE . START FRAMING HERE <STARTFRAMING HERE 9 START FRAMING HERE > <START FRAMING HERE 0 0 0 0 0 -LBM2I IBM6I BM61 - IBM6I 1BM6I RM1 u`-e--- r t RM1 ul�:� Tii�•I�I I RM1_all £21 RM1 M1 RM1 RMl-} ttl oI IL ?o .,iIJ1 II �� ®� IIn nII �I IR�sI+_Il�s!�e_II°' ii 1 1 it I 12- 7-1 --E - i II IIP 4- -I q 7timimlmtc w A d e et II— 1 v 1 IL. II IE k,eF03 ... ' ti1 F11• ' u T- j° 9 {. F03 \ 1.11 F13 II F13 +.w..x,,�o ti FOF03i P ,� Q ell s \ dl \ F06 FO6 ____>( 1 F03 illM '-- III E ' a Jr rrrrll a (��� JI o- F03 I7 IRM1�I° O F04 1EMIEN I {I © n I©I 911 F04 O RM1 m I F04 I��__ �� _ co 11 - ° IRM1-1 2 F04 r-,r F04 vce ; 11r� q III — - VIII >8( III o RM1I. 4 4 N n F04 a F03 1 I°, \ _I_ r® II m I ® ® Im ° .. { F03Iiii. I 4 II is Ej ° I �—I F03 r.. �.�� — II� c II U F03 1 re F03 p,�-,-, I A II �II 2 Y s \` ••••••• II F 4 — r ® II d F03 11 ss F03 'C Yo �� jii 1BM21 JBM2� I ,BM2, ° F03 �. ei. b F03 R ® U III 4 F03 A F02 f F02• ® Mil F02 ! ( F02 m m A - I. F02 n I F _ _ 3 d I F02 I W 3 • F02 U I I a a z i L F02 9j� i l F02 _ mar I F02 __ own F01 I1 RM1 Milli - NEj BM6 13-0i 1 3006 BM2412 RM1) s BM--24 1 13 0' �RM1� J RM1 0 re1 �RM1� -I42 ® pm ii m 'RM1] .-.'E_ I -- F011,.Y� O 1- F �RM1� g Wg W K Fc ce G, a ¢ a ° a o a v K 0 K O N 0 co 0 a - s a a3 oo oI 0- 0 CO In co In Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4 X 20 LVL 1 B POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 I ALL BEAMS AND CONNECTORS PER ENGINEER I 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 Pacifi 'umber BM23 14-00-00 1-3/4 X 20 LVL 2 4 BK1 12-00-00 1-3/4 X 20 LVL 1 3FLOOR LOADING BK1 11-00-00 1-3/4 X 20 LVL 1 3 PL17-178 UPPER BK1=RIM BLOCKINGOAR 1540 LL BK1 10-00-00 1-3/4 X 20 LVL 1 5 RM1= BOARD 15DL Sc TRUSS 'i COMPANY REFER TO STRUCTURAL PLAN FOR RM1 10-00-00 1-3/4 X 20 LVL 1 7 5/23/2017 ADDITIONAL POST TRANSFER BM2 10-00-00 1-3/4 X 20 LVL 2 2 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 BM21 5-00-00 1-3/4 X 20 LVL 1 1 p BM3 5-00-00 1-3/4 X 20 LVL 1 1 ACCESSORIES QTY SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.. qI/-- I..�� +/ `II' BM2 4-00-00 1-3/4 X 20 LVL 1 40 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ` \!\mai BM5 4-00-00 1-3/4 X 20 LVL 1 1 HIT420 84 RM1 4-00-00 1-3/4 X 20 LVL 1 3 O SHEET 2 OF 2 BMza 4-00-00 1-3/4X 20 LVL z a 1-3/4 x 20 LVL BLOCKING 76' DO NOT: BM6 4-00-00 1-3/4 X 20 LVL 2 2 RMI 3-00-00 1-3/4 X 20 LVL 1 4 RMI 2-00-00 1-3/4X20LVL 1 20 Loosen, remove,cut or notch RM1 1-00-00 1-3/4 X20 LVL 1 6 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. r "� ^r.:n PACIFIC LUMBER COPYRIGHT 2017 ROSEBURG FRAMING SYSTEM`" -�.,...0..n ,I' ' quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 T. 1 50,0 BLOCK.ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI D LAM LVL RI GI DRI M- Company.which retains copyrights to.and ownership of the plans.Use of these plans by any other ��,I►/, ,�, product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ` III% aeLory TO POST Weare ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS � � copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that Include i \� penalties of up to$20000 per work Infringed,and S 100.000 per work infringed willfully � ROSEBURG FOREST PROMO'S �II� BEARING Joist CONTRACTOR NOTES: pE5/6N mores: °°""'"' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS •2":"0�";«:", ."."v.u.v.,'.,„,." 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFFrSLOCKIN6 PANELS NTH DBARING GALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/480 N.T.S. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 12 D SHEARWALLS 1 p5f DEAD LOAD SLEEP/NG AREAS: TH15/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 5 16"O.G. 9-1/2 RFPI-20 5 1 6"O.G. .1-1/2 RFPI-20 5 16"0.C. . 9-1/2 RFPI-20 5 1 5"O.G. 9-1/2 RFPI-20 5 1 5O.G. " shear wall blocking placement and connectors. ROOPLOAD/N6: ------111111 Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE I START FRAMING HERE layout prior to any construction. 1 7psf DEAD LOAD Rt \ � R1 �- Rt \ / Rt R1 mi -.. -���-. . . 7 L' .$/ U 1 ti t- . t t9• i 6 i Rt B ; � R1 �y� 1 i 1 d 41 J4 el m .m .3 -1. -3 .9 .3 3 9 -9 - 1 -I .3 .3 Eft_ 4. R1 RI ,-moi _1 _ G 021 I J 10111111111 '-1 ar3.p. fi_�Ha-�.:�_-.c:.. _ - u B sHP09 t 9 3 1 I .1.- - -- --b_3�- ._ R1 (�N> R1 -- - - --- ' e. {- �WWR2 Ru JfJWZ 4 1/4D i WZ\0<=el Q xQ_t.1 - 1 R1 ft1 I �J. PlRt R1 RI „ tR1 `t R iR1 -1 R1 it R1 1BB R1Ri ( BBR3 FGD¢2 a ' R3 41e, , 9 110 : S--_` - 'IJ .6 .b .6 A _Ti .b : ..__ . . .._..__ a HORS I C r w , I '44444.-r. ' - - 1 9 .#1 .9 .7 .S BI .591 i.7 91 .9 .S .9 S F:r2 , ®1 Bi €<11-1 d I el1 1 l, , RL 1 .z _ 7"ir2 .s 'o��o Jto - J o J�o , ( B? ,, , 9G. L L BL'CJ.0 U L - 1 , H S NLMt9 _.'' _ ff + PR2 Cl Ill I I I I._.I R1 R1 ._. . _ . 8#.. ._.... I ...05 Ri 4 i N R1 �) 1d 2,.1 H•I-2 11 I B10 PL 1 7-1/8(MAIN) ERT AREAS LOTS 29-39 POLYGON FRENCH REVIVAL 5-PLEX E-6(D)K-6(0) Nfrk B Materiel rildth Depth &rade Qty Gut Lth Tot Lth Si 1.75 LVL Rim 1 3/4 9 1/2 1.5E 35 20 760 R2 OSB Rim 1 9 1/2 5 16 50 HDR 1 BIG BEAM5 1/2 11 1/5 2.1E 4 lb 64 IMPORTANT! 14052 Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 2 14 25 REFERENCE INSTALLATION HORS Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 9 12 105 131 RigidLam LVL 1 5/4 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING 82 RIgISLam LVL 1 3/4 1/2 1.5E 4 2 B DETAILS AND I-JOIST INFORMATION 53 RigielLam LVL 1 3/4 1/2 1.5E 5 10 50 54 BIG BEAM 3 1/2 1/2 2.1E 4 6 24 55 RigidLam LVL 1 3/4 1/2 1.5E 3 12 36 56 BIG SEAM 3 1/2 1/2 2.1E , 4 214 LEGEND: B, BIG BEAM 3 1/2 1/2 2.1E 22 14 3014 BH BIG BEAM 3 1/2 1/2 2.1E 2 16 32 MAIN FLOOR JOIST LAYOUT B9 BIG BEAM 3 1/2 1/2 2.1E 2SCALE: 1/4 1'-0" Pa�'� umber H -HANGER GALLOUT 510 BIG BEAM 3 1/2 1/2 2.1E 2 5 H 1 1 6 6 J51 BLKG 1.75 LVL 3/4 1/2 1.5E 115 3 354 ® -SUPPORTING POST .11 RFPI-20 3/4 1/2 9 15 162 & TRUSS COMPANY J2 RFPI-20 3/4 1/2 11 5 55 ® -POST LOAD ABOVE J3 RPM-20 3/4 1/2 36 14 504 R -RIMBOARD J4 RFPI-20 3/4 1/2 2 10 20 J5 RFPI-20 3/4 1/2 2 16 32 10515 SW ALLEN BLVD BEAVERTON,OREGON 51005 (503)555-9663 L5 -LVL BLOCKING J6 RFPI-20 3/4 1/2 14 25 392 J, RFPI-20 3/4 1/2 so 25 6,6 PLAN: FRENCH REVIVAL 5-PLEX E-6(D)K-6(D) LOTS 29-35 JB -JOIST BLOCKING JH RFPI-20 3/4 1/2 6 4 24 CUSTOMER: POLYGON J -JOIST GALLOUT J9 RFPI-20 3/4 1/2 5 12 60 J10 RFPI-20 5/4 1/2 6 6 36 PLAN DATED: 5/1 2/1 T 5 -BEAM(FLUSH w/JOIST) Accessorlee DESIGNER: KAM/L.HENDERSON DATE: 5/23/1 T HDR -HEADER(BEAM BELOW JOIST) H1 TH011950-or-ITT9.5 42 550-BEAM BY OTHERS H2 440001.81/9 4 143 Hua 10 11 PL 1 1- 1 18 (MAIN) SHEET: 1 of 2