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Plans
w '""'° PACIFIC LUMBER COPYRIGHT 2013 OSEBURG MtAMING SYSTEM" WAN' u I' litCYquafflyengineeredwoodproducisfwiodav'sbuilder I' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 3. ' �"" Eouv e�ocK au w'«;n. Al I�� vows EROn AEOVE The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _ i Dido , III TOBEAR�NGDEL.,. Company,which retains copyrights to,and ownership of the plans.Use of theseplansb anyother RIGID LAM LVL RIGIDRI VI .�v»„• INSTALL SOUASNBLOCRS y I °m Wim• PER DETAIL,a.MATCN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or -- BEARING AREA OF BLOCKS,I ' -- - ". ..1,...., copyingof theseplans,Infringes rights under the Copyright Act.Infringes face liabilities that include uoseeuue FOREST PROW= ROSFeURG rorEsrar:vauces �q BELOW TO POST ABOVE g 99 �qC penalties of up to 520,000 per work infringed,and S100,000 per work Infringed willfully. l[j # 19 ; II�! MRSRFPIFJoIST mtai x�Y Cj ,rte. '�p�y{e��gg CONTRACTOR NOTES: DES/6N NOTES: 'aµ""o°°n'KKV.') '.`�q,u.,,,�,,,,„u.:., c R,ry. �F�+%” 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS- .`i":'w.sE. -"°°"°:12, A j 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD REPTBLOCKING PANELS rvrrn BEARING NALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA nrs. KT. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING DI FOR PLUMBING LIVEFLOOR 40LOA6: 5)PROVIDE PROPER SUPPORT AT ALL psf A D 12 SHEARWALLS 1 psf DEAD LOAD I I SLEEP/N6 AREAS: I 3Opsf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6: 25psf LIVE LOAD 1 1psf DEAD LOAD WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, PATIO PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING PATIO OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL AS REQ'D. AS REQ'D. R 1 WHERE PLATE NAILING AT R1 R1 -T 51 SHEAR WALL ABOVE n ==21 I ?1 R1 ._.-_- --- EXCEEDS ONE ROW. R 1 I. -� OPSOV DE. J€3 --- �§ ---- AS WIDER RIM MATERIAL OCKING REQ r k' �, 11 U a- 7 rr 4). ,I — = ___ ___I j o 1 iPL 1 3-2 55 (MAIN) L - - - ""-- -I POLYGON 26108 L Mrk• Material I Width I Depth I Grade[City I Cut Lth I Tot Lth - ___k___________ - R1 OSB Rim 1 9 1/2 6- 16 Pb 1 '- ------- - .tom-- qa —.J-1_ U U _ -_.-.-; J 1 RFPI-20 1 3/4 9 1/2 1 10 10 J2 RFPI-20 1 3/4 9 1/2 2 2 4 R1 'R1 0 0 --"" x------ - -. J6----. _-_ -- Iv cV R 1 1 J3 RFPI-20 1 3/4 9 1/2 1 8 8 I _ J4 RFPI-20 1 3/4 9 1/2 3 18 54 _ 1 3/4 9 1/2 1 28 28 ry ------- - _ J5 RFPI-20 tom .. -- _" _..---- _- J .1 J6 RFPI-20 1 3/4 q 1/2 15 26 390 J. �� --- --"" O - �;.. Si RigidLam LVL 1 3/4 9 1/2 1.5E 1 18 18 J"1 nB2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 WHERE PLATE NAILING AT .. -- --- -- u_ --. __ --der -__" ___-- _=F JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 SHEARWALL ABOVE R, EXCEEDS ONE ROW. - -- - -J___ -- --- - -- - __ __ N CI =-__._ ...."_- _ -�5-1 Accessories PROVIDE ADD'L BLOCKING -- - 12-0" IIS 14-0 - H1 TH011950-or-ITT9.5 4 OR WIDER RIM MATERIAL - -- g AS REQ'D. ------ ---- ggg J€s-- - - - --- J& =._ - R) cr Tr -__ - 14 O JEr - 132 R 1 1 - --- J4-_ lI b ----- ---- amJB 1 R 1 J _--- �� -- — ;,1 —,, ,,.,5,1,., =—a1 --- — � I1 == 81 - R1 ------- d-F-- 11 l. 21 IMPORTANT./ ERENCE LI II �t 4� „-----4....._,...,------i Y RGU E FOR ALL FRAM NGN START STARTDETAILS AND I—JOIST INFORMATION PORCH N FRAMING FRAMING u, PORCH LEGEND: HERE HERE r 0_.HANGER GALLOUT J Pacifi 1", umber ® -SUPPORTING POST ® -POST LOAD ABOVE & TRUSS COMPANY ik R -RIMBOARD CONFORMS TO DESIGN CONCEPT LB -LVL BLOCKING ® CONFORMS TO DESIGN CONCEPT WITH 5 950 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 JB -JOIST BLOCKING ®cDrvFONN,:TODESIGN CONCEPT REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 281 0 B J -JOIST BLOCKING T =Dc :,oDoaorvoorvaPTwITN 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON 0DADS SHOP DINNING HAS BEEN REVIEWED FOR GENERAL CDNFONACE PLAN DATED: 01/23/1 3 B -BEAM FLUSH w/JOIST) ❑rvory eonroxMwe-, : RESUBMIT WIDE"FE DESIGN CONCEPT 04.2I AND WES NOT EELIE'DF'HE Asa.A OPrvEN GR OF RESPONSIEILIT_FDR ODNFORIAKE r n DNA HDR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT res GN DRAWINGS AND s E IF CA:DNS. L OF WF:DP,U E P.IORI r EWP DESIGNER: KAM/BELWOOD DATE: 1 1/1 2/1 3 BBO-BEAM BY OTHERS �,,, OVER Hu S,/DP DRAWING, cOrrtaAc'DR 1W.L VERIFY ALL o uEEs:ONs, SCALE: 1/4"= 1'-O" _ms.Ia wBar -ARCHITECTS I 9[:u:a er' Toaa S.Eetw Ozra;slOceame��s.zOra N MILBRANDT ARCHITECTS CT ENGINEERING INC PL 1 3-253 (MAIN) SHEET: 1 Of 1 CONFORMS TO DESIGN CONCEPT POLYGON RECEIVED n 14" OPEN WEB JOIST @ 19.2" O.C.® CONFORMS TO DESIGN CONCEPT WITH 2610 BC ,SAY 0 2 2016 REVISIONS AS SHOWN PL13-290 UP H 0 CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING - REVISE AND RESUBMIT I ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 .�� gp���� ���y� THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE REVISIONS NOTED BUILDING�a�` FIBH THE REVINN CONCEPT ONLY AND DOES NOT NFOIMAE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH TiE 1:1 NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORI1Y THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENa]ONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RM1 36-00-00 1" x 14" APA Rim Board 1 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Todd R. Eaton Date: September 19, 2014 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 14" CT ENGINEERING INC PRIORITY OVER THISSHOPDRAWING1111111111.11 . RM1 17-00-00 1" x APA Rim Board 1 1 By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 iI B ° ° BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �a -t 'F10 g. m BM19 Y Flo _ti BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ___---m_-. __ -a_- ' I.,._ ° rl , ° BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i {BM4-1-- ilk Fol BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 il r BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 v 19 05-00 Fol BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 . - BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 11 F07 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 o i.' ° Y ° _ . F. 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Q — i I II II o YII j II mil r, IP •F01 ° ° 'I- IBM9I cc( Pacili umber co II II COMPANY RM1 _ -_ ❑ CONFORMS TO DESIGN CONCEPT POLYGON CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB )GIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN 0 CONFORMS TO DESIGN CONCEPT PL13-290 UP H j ❑ NON-CONFORMING - REVISE AND RESUBMIT ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIE ED`FOA GENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND COES NOT RELIEVE THE NON-CONFORMING—REVISE&RESUBMIT Products FABRICATOR/VENDOR OF RESPONSIBIL TY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIO S ALL OF WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRAC CR SHALL VERIFY ALL DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14"APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 17-00-00 1" x 14"APA Rim Board 1 1 CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MIIBRANDT ARCHITECTS RM1 3-00-00 1" x14"APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 6 ° e 1 1-07-03 BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Il e BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 F-__ '='' c -_ i j'® J ___ BM1911 '''i` I m BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 om. BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 _ 91.1 ° MO —�� "I h -, BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ° BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 m, 19-05-00 " BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 1 ''F _1 2 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 I o BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 , ; v — — - J < w z IBM3J - - �e Q W < 0 BR1=RIM BOARDKI �BM4 F p ACCESSORIES Qom. IIS— ° « W Q ® TH017140-2 43 2 �'11 O fl ° m � 2 _ © HUCQ1.81/11 6 � 1P � . \I ° IBJ T m Q — J 1x14 OSB RIM FOR SHEAR BLOCKING 28' �i t1<y ZW � Q m p °. 1 '' J Oz W SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I — ❑ a ° Z 0 J HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. wr� BM311 f, a I W W W FLOOR DESIGNED TO MEET OR EXCEED L1480 DEFLECTION CRITERIA O< X U W FLOOR LOADING ,�: F W z ;. LL > Y C115 DL 19-03-12 —� L / - JOIST WITH RIM m f------ .-ivie-- .-1� I II -0 _ Y I z 111 CO 2 PacifiA umber--BM9 SII r +j H8TRUSS COMPANY RM1I