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Plans (39) l3 14/ 5v G/?$ 4 _ ._,.M_„-,__ ROSEBURG FRAMING SYSTEM" PACIFIC W d under COPYRIGHT 2014 1 :: 1 I� so�ua�occ ore These plans and the designs are copyrighted under Federal Law by Pacific Lumber Compo 2014. , ' �' quality engineered wood products fa IOdOVxB builder _w a ......_.. rozn moo.. The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber - '" _ w ro oew.u"seaa.a Company,which retains copyrights to,and ownershipof the plans.Use of these plans b an other ,r _.-- ',�,III� .6*usm,sxxocKs product supplier otherLhanPacHicLumberComparyisstrictlyprohibitedUneuthorizeduseor RIGIDLAMLVL RIGIDRIM PGAOST 1.A lit. M. n of these tans,infringes rights under the t Act.Infringes face liabilities that include �I ne•�xaa AREA OP e.acaa copying P nge gh Copyright ge r APR �O+I[ aoaHNrAvrrraoaUa;•rs acsa�Trcpauea `� / eaa.xro rosy soave pentacles of up to S20 000 per".pork infringed,and$100,000 per work infringed willfully. A f F} I l) / jiir C= ph F 1 L i4 •oceaagwasraadauca ��� �� aAflr � �f -,�? r, CONTRACTOR NOTE& N,IT. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM RAS ^w= ti--� + 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR .....rr...-�� (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 12171f13IOGKN6 WTX BEARN6 WALL ABOVE POST LOAD TRAMP=PETAL MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/430 NTS. NTS SCALE:1/47-1'-O- 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR L0.4D/N6x 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 12psf DEAD LOAD SLEEPING AREA MI5 I5APLACEMENT PLAN ONLY V ' O This layout is to be used in con junction with 129Sf DEADLOAD START START Architectural/Structural plans.Verify all I I j FRAMING FRAMING I I shear wall blocking placement and connectors. I I Purchaser responsible for approving this 25psf LIVE LOAD 'PATIO HERE HERE\ PATIO ayout prior to any construction. 1 7psf DEAD LOAD I rc1 IR1 J1 r�1 Il II _ Ra_ }gig. - _..._..-_ .. ._J..}_..._..._ IL..-..... _. - -- -JS... j,,,. .i.,--....._..::J4......:.::: :::..... ...._ .-._ .... .. .::JS ...._.. .-.. .... ...._... . .._ • R:1 "- J5- J6 ---- — .._.. - II ...— J4'- -'- } R ---'-' J4--'_-- II JB1 JS ..II- R 1 t _._ ._.. .d5--' -- -" '-- ', --- - ..:. - T. _.=:_j.fi.B2- } - j5- -.--- .. ..____. -._ 1 II ::.._. -.::::_ .�7....._:.._. _ ... ::::._-..._ . J`s ---- -.. .:_..:.._ _.......... .15 p - -. .J; t -J S ---- -- ...._._ - .__- _._.._....._. ! ..._. t� E�aLa $3t 4r .. —� ��J I - �/ .- ..� ._ I�:_ _ .... ....\....: T ��� JS ._..._ ._...._..- . ... _ 7�" ---'---:75- ,"! J 3II_- -„}; A. J V tl _ ... ..._..._ �'C 3 ii AA _.. .----- --- O O .. p 1 a- - J 1_. Ri III J2 —_ 0 0 x • ry ry .... J2 1 S 1 m 1. - 11,12-- J?LI I1--J2.--"_ --- ,I���� -.._ -. JD 4. --- J? - -- — —_ J2 1, il 1 . .. - il Iii J2 JB2I I PORCH }...__ J} PORCH I I REFERENCE NSTALLATION L I I -I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 14-42(MAIN) POLYGON 50 Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth LEGEND: 51 RigidLam LVL 1 3/4 1 1/2 1.5E 1 16 16 ■ acifi umber 52 RlgidLam LVL 1 3/4 1 1/2 1.5E 2 14 23 !WHERE PLATE NAILING AT HO--HANGER GALLOUT 53 RIgidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 SHEARWALL ABOVE EXCEEDS ONE ® -SUPPORTING POST R1 OSB Rich 1 9 1/2 10 16 160 {{i ROW,PROVIDE ADD.BLOCKING OR & J1 RFPI-20 1 3/4 9 1/2 13 12 156 1 IDER RIM MATERIAL AS REO D. TRUSS C=O JK P A N Y ® -POST LOAD ABOVE J2 RF19I-20 1 3/4 9 1/2 13 20 260 R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 2 4 0 MN*ORMS TO DESIGN:.ONL:?T LB -LVL BLOCKING J4 RFPI-20 1 3/4 1 1/2 3 14 42 ® NS TO DEIGN CANCMI iYiri 5930 JEAN ROAD LAKE OSWEGO.OREGON 11035 (503)858-9663 J5 RZI FPI-20 1 3/4 1 1/2 13 30 390 ILvI5IONSASSHOWN PLAN DESGRIPTION/NUMBER: 5D JB -JOIST BLOCKING J51 BLKG RFPI-2O 1 3/4 9 1/2 25 3 15 ®xMaespo r°°xvwc°ufrr 0 NON ONiORK11IG-REVISE MID RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT -152 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 6 3 13 O=FOWoo°xsw"wuxvrsvn, B -BEAM(FLUSH w/JOIST) 'tOr`° a SSP SWIM P%PER Tsar.='FOR 1 RL a MPOPAPPE PLAN DATED: 2/25/14 13 so -MIME a warps 00 PE PIcI CarPRI CET Pa)V FS p T Rt124 TF Accessories _ EPRIP7PralPS P PEPPPI:ITILIE FOR OPPOP R E EP FIE HDR -HEADER(BEAM BELOW JOIST) H1 ITHO119 50-or-ITT9.5 4 44._ __ DESIGNER: KAMIL NENOERSON DATE: 5/25/14 ram liOfi MISES.1.�FPEi1ZIOAIaS ILL if RIRI k^S4 P?lCRSI _>-askCn w.ira :IEP.^1fi>�F PPM. ¢L?Ak."a0 ahl ttx,I.-l'Al GiMTb'iG'C�. BBO-BEAM BY OTHERS a a�m r a,e a o,.. vnna To d T xa!oe isle:;2046.r II.2011 d MItREAND1 ARCHITECTS CT ENGINEERING INC FL 1 4—9 2 (MAIN) SHEET: 1 of 1 ,, POLYGON SD PL14-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE `I� PIotID Length Product Plies Net Qty -M1 RM1 48-00-00 1"x 14"APA Rim Board 1 1 � _ 7,t1‘. ..rt Irdz RM1 40 00-00 1"x 14"APA Rim Board1 1 RM1 38-00-00 1"x 14"APA Rim Board 11 s RM1 12-00-00 1"x 14"APA Rim Board 1 2 1 1111i RM1 8-00 00 1"x 14"APA Rim Board 1 1 RM1 4 00-00 1"x 14"APA Rim Board 1111 2 RM1 24-12-00-00-00-00-0000 -00 00 1"x 14"APA Rim Board 1 2 2 2 <,., 2 y BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) '111 a 8 88 8 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 u_ :v - is - BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 $ BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 ' o o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 )1 ErmA_ E BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 M. LTu�- I BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 ' ; o jE'r BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 :2111111 rT•m � ;;�;» BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1_ -= = a BM88-00 00 ! 9 ? idLaLVL1x141 BM9 5-00-00: BM12 17-00-00 cnt � �u 6A,.... 9-00-00 1 3 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 -I^ ___IsM�I _ - BM11 4-00-00 BBO2 1 1 Illami == Ti-'= -=—kr A Ek<I=Eu.oaiiiiiU1MI RMI-wM EwARo ItIll DL! ACCESSORIESQTY1 I 3 ' THO17140-2 26� e� ITT14 3ti, sii 1X14OSBRIM FOR SHEAR BLONG22'q i W a N '. r, c- a -n © HGUS412 1I-: LL !L .� L LLI m ,.1 1 I SHEAR BLOCKING PLACEMENT PERUCTURAL PLAN II m i 0 , �� REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING ¢ — —_ -- __.._. _ s Y AND SHEAR BLOCKING REQUIREMENTS. �' I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. � 11 = s= C- � BM- —_ — 1 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' + A p G WHERE PLATE NAILING AT ! SHEARWALL ABOVE EXCEEDS ONE _ _ Ci 1 a RM1 !ROW,PROVIDE ADDL BLOCKING OR I I I !WIDER RIM MATERIAL AS REQ'D. - ❑ CONFORMS TO DESIGN CONN JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOISN (24x36 SHEET) SCALE: 1/4" = 1'-0" "`°'"'t°°" " �" 0 NON-CD9FOR6'UNG-REVISE ANDRS'USMIT 0„oor near sR eo"asr wax TAI! 0N.[IW ER!Ea.(EWEEC Eat x e:tc0Fs AVEGE IS ❑..-cotrowaw-acme a aw:au" Kt?!'RE 1111 Mink tN0fl mETer,T.0Ir 00100000 Tfr F 01001 TCA:10+ CF AESPrt:%-ke tCM1140 Ri Y01 t1E ac a. umber 0E.1 xwyra 141*.:IEir1Ti10'^.u o0 091110 x:E rlxnv :os.�arewiw.s =To.FF:i!99r RttfiY, i_fPI.fTfa..9:'il VE.IFT JL'C°IEt3:.lE. A.N. Dr. sn2n4 !y: Told A.Elton NU xvt"Rer I0.2010 & TRUSS c O M PA NY e.MILRRANDT ARCHITECTS CT ENGINEERING INC 4 POLYGON 50 P114-92 UP 7/29/2014 14"OPEN WEB JOIST© 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 1 START FRAMING HERE PlotiD Length Product Plies Net Qty RM1 RM1 48-00-00 1"x 14"APA Rim Board 1 1 mac Maas. _zv,.C.-Meg:sat,=arcItas WM. v� 112;t: eJ '\ RM1 40-00-00 1"x 14"APA Rim Board 1 1 (! RMI 38-00-00 1"x 14"APA Rim Board 1 1 t RM1 12-00-00 1"x 14"APA Rim Board 1 2 e I : RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 L 1 2 0 (2 2 g_ BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 41 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 Lt. � y LL `Y s BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 a o $o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 itiT 4,14-I III , _ i� BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 []uk — ( �;,,�I BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 dE�i ,a BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 o BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 """"'=' , ..�i 4 BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 { BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 " LL ` " i ID ® BMI2 17-00-00 3-1/2 X 14 BIG BEAM 1 1 BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 s i BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 p ¢ BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 . ow IJIIUuiin li BM11 4-00-0 BB 0 02 1 1 ' 'a'� Ii — _�_- — — FLOOR lOADINf:xr I BIG=BLOCKING 40 LL ' 1 t z ACCESSORIES QTY p TH017140-2 26 (3, ITT14 3 '- `� — 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' LT: LL LL gg lL. o CD C) cn ..T LL IL kR 8 O 0 6 O Jam. -0 ¢ LL: SSSSSS iL — LL iu. -L. LL u. , © HGUS412 1 _I L4. ' ( SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I REFER TO STRUCTURAL PLAN FOR ADDITIONAL E t �L© I POST TRANSFER BLOCKING s ,1 g ---a -- I - `� AND SHEAR BLOCKING REQUIREMENTS. ._—. I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. €= (' _' ti �3 U -MS- -� � �..) (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( E w g I M — WHERE PLATE NAILING AT a P & SHEARWALL ABOVE EXCEEDS ONE IRM11 ROW,PROVIDE ADD'L BLOCKING OR I \I —\I' WIDER RIM MATERIAL AS REOV. 0 CONFORMS TO DESIGN CONCEPT JOIST WITh RIM ® CONFORMS TO DESIGN CONCEPT YEN REL ISIONS AS SHAWN (24x36 SHEET) SCALE: 1/4"= 1'-0" 10....................-.... NON ONFORMING-P DISE AND RESUBMIT U CII MM MMM IMS BES.hint.,s L{5ENd DDIMPAME Io� " , _ . rTyr� tc: . �!SF pacifi umber F;;FI TOP.TEO?.SF LUSF LSISRIfl L"wx5IM+rc H ot A:OF:IT >ffi,�„ .,: Mk r.-:c MI MEM. covl:r_;;*z�u a�-ry u ctlEct�Is. '.•':...r = c.. s/u/L4 I. lose e.sem Drs:Sest"mer 15.2712 & TRUSS COMPANY I MILRRANDT ARCHITECTS CT ENGINEERING INC