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Plans 1(462 35 Mv(,SiZc a-ac72,1 e LEGEND: J1 I I h 1 (- —ss SANITARY SEWER Pacific t 1- / —SD STORM DRAIN Community H — —w WATER LINE Design 12564 SW Main Street °� 290.9 rn MANHOLE Tigard,OR 97223 293.3 [T]503-941-9484 I i CATCH BASIN 50 0 — — — DATE: 3/30/2018 ����la.1.100 0.11.����alli��M1MR=MMIMIMIM� f ========.; �'! �::Mri.® 'ireill'r/iTIIi —289-- 290 \ ,� REVISIONS _ — _ STREET LIGHT NO. DATE DESCRIPTION "--- — --- y --1292.1-__-- 291 l�290 — —� 2� — -19.50' a, STRAW WATTLE PERIMETER `! _ I ! _26.99' j _ EROSION CONTROL t o ROSEBURG FRAMING SYSTEM" = •x -=: PACIFIC LUMBER COPYRIGHT 2014 quality engineered wood products for fodav's builder'- x„,„R ,- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber " n ,I'I� ��I Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LJA,....-.Lys L RIGID RI M'- wpm BLOCK ALL �V/, 1 R_ `` BEAM TOPOST product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or RWSEBURO FORROSEBURG FOREST PRODUCES ,II copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include / penalties of up to$20,000 per work infringed,and 5100,000 per work Infringed willfully. .�►j \�II1 B 4N RFP,JOIST r �Ih, R038URGFOREST PRODUCTS ".„ Al;h CONTRACTOR NOTES: DES/6N NOTES: /, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS P-uE-aPw.-N-P.e 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR r<xm�x�K-"°'m ,,,,�,;,,,�„"Pox,mw,,,,,. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPssLoceINSPANELs nTH BEARNI6 YNALL ABOVE POST LOAD TRANSFER PETAL (UNLESS NOTED OTHERWISE) OF L/460 NTS. WLT.s. 4)USE CAUTION WHEN GUTTING FOR PLUMBING MOORLOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf DVA LOOD 12 SHEARWALLS 1 psf DEAD LOAD START START SLEEP/N6AREAS. FRAMING THIS/S A PLACEMENT PLAN ONLY 30psf LIVE LOAD FRAMING 1 This layout is to be used in conjunction with 12psf DEAD LOAD HERE HERE 11 Architectural/Structural plans.Verify all 1 PATIO I I PATIO 1 shear wall blocking placement and connectors go.OPLOAPINS: 1 1 '1.C? O j 1 aay0 t priorPurchaso any 0r 1e for nstruction0Ying this 25sf LIVE 1 1psf DEAD LOAD LOAD RI9.4-._, I 7:4 --V"- N -'1'-1-- —R-i ' ' V ti,.. Wi Jb -_ .. _2 �II IbI J6 JI b PI h -% _1.5 p1 Il J6 J6 H 1'1 1 .1 �I J6 I4 J5 i:I 11 J6 Jb IFI r '% R1 1. JO i hi Jb I 4.1 R1 J. pi J& J6 YI I j% 113 ✓ I Ci J6 J6 11 �I G PI J .J66 J6 111- 1 Jb J�yli, U V if 1 1:I U N 52 B1 � '- II B1 Nq -2 4• Jbrl 41 _C [- ,1 11Jb IR 1 ® 6 R Jb LI !'d Ji 61 ry (V J >~1. - fit n 10/L U- �_ jC 1 I B t ry ry E. J2 ,I ; . _—;I __ J1\pv{�'1 2 a J2 1 —r�2 - 42 1'1 J R 1 I J2 J2 1 61 aT • I`I J2 J2 IT4 ' JI2 J2 I hJ2 - J2 'I 3 J2 J2 11 I Y: J1 JI }� J51 J1 - - J1 J51 I PORCH J' J' PORGH I I _ 1 R1 �1� _e c I Ri -RM--1 1 J IMPORTANT, REFERENCE INSTALLATION PL 1 4-1 1 8 (MAIN) GUIDE FOR ALL FRAMING POLYGON 3A DETAILS AND I-JOIST INFORMATION MrIc* Material Width Depth Grade Qty Gut Lth Tot Lth, R1 05E3 Rim 1 9 1/2 10 15 160 LPGEND: J1 RFPI-20 1 3/4 9 1/2 3 10 30 MAIN FLOOR JOIST LAYOUT Pacifièfumber J2 RFPI-20 1 3/4 9 1/2 10 15 150 " ' ° WHERE PLATE NAILING AT C›--HANGER CALLOUT J3 RFPI-20 1 3/4 9 1/2 1 6 6 SCALE: 1/4 -1-OSHEARWALL ABOVE EXCEEDS ONE ® -SUPPORTING POST J4 RFPI-20 JS RFPI-20 1 3/4 9 1/2 1 3/4 9 1/22 2 14 28 4 392 ROW,PROVIDE ADM.BLOCKING OR WIDER RIM MATERIAL AS REQ'D. & TR U S S COMPANY • -POST LOAD ABOVE J6 RFPI-20 1 3/4 9 1/2 14 12 165 81 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 ❑ CONFORMS TO DESIGN CONCEPT R -RIMBOARD B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 ® CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)855-9663 LB -LVL BLOCKING JB1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: SA JB -JOISTBLOCKING ❑XCOMMAS CONRPT 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT aav0NRr6 xDTE0 lax CONCEPT wrtx TRIS 510 DRAWING WAS BEEN REVIEWED FOR GENERAL CONFORMANCE Accessories PLAN DATED: 3/11/14 xON WNF00MIxG-REVISEa BEsuBmrt WITH THE RESIGN CONCEPT ONLY AND DOES FOR 1 RELIEVE THE H 1 THO 1 7 9 50-Or-ITT9.5 4 FABRICATOR/VENDOR OF RESPONSIBILITY CONFORMANCE WITH THE B -BEAM(FLUSH W/JOIST) DESIGN DRAWINGS ALO SPECIFICATIONS Au OF RICH HAVE PRIORITY DESIGNER: KAM/L HENDERSON DATE: 4/14/14 OVER THIS SHOP MING. COMPACTOR SRALL VERIFY ALL 011ENSIONS. HDR -HEADER(BEAM BELOW J015T) - """'W.a"""'"" p�rv�r Aluia�cud Dan 9125105 By: Todd A.Eaton Date:September 19.2014 BBO=BEAM BY OTHERS PL 1 4- 1 1 8 (MAIN) 514EET: 1 of 1 aYMILBRANDT ARCHITECTS CT ENGINEERING INC POLYGON 3A PL14-118 UP 4/21/2014 14" OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE Q PIotID Length Product Plies Net Qty k 5-00-12 k T RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 pi roppi RM137-00-00 1"x 14"APA Rim Board11 t ' !, RM112-00-00 1"x 14"APA Rim Board11 ,6111 RM1 11-00-00 1"x 14"APA Rim Board 1 1 RMI 5-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i _ BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 II BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 o aBI BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 R6 3 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 L_ I -1 [arm_ 1 . -I- M 1,I_FluE. I _._- BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 i - a =e1-04 r- ' I I 0 IBMS' Mil� �"2„s-o `� e-D BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 —'-'—' I II BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 IlJI I•, .= BM7 12-00-00 5-1/2X14BIGBEAM 1BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 I „ RM1 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 11111111 BM8 6-00-00 3-1/2 X 14 B G BEAM 1 1 • - t o --_i . II FLOOR LOADING II BK1=BLOCKING 40 LL 1I U H r Q ^� II RM1=RIM BOARD 15 DL • u F. p _ r - _ 1 II ` A 1 ACCESSORIES QTY II M21 II QA TH017140-2 53 N • M II A A • HUC412 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' 111 n I © HU612 1 v � n � � CE-03 ny yR m K1 • 11 11 ow I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I � ,� BM1 L_ r3K1 R0 REFER TO STRUCTURAL PLAN FOR ADDITIONAL •n RM1 r -,5-1221-t • (((---B---'I POST TRANSFER BLOCKING I �l � — -- AND SHEAR BLOCKING REQUIREMENTS. a- IBMSI I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 1 Am a G MIS AREA 1_� 4 -.{ 11-04-00 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L BLOCKING OR —\ II WIDER RIM MATERIAL AS REQ'D. ,I (24x36 SHEET) SCALE: 1/4” = 1'-0" LI CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH IN CONFORM TO DESIGN CONCEPT REVISIONS AS SHOWN �mnwnM"°,rox coN¢Prwrro D NON•CONFORMING-REVISE AND RESUBMIT REVISIONS Or THIS SHOP DRAMAS INS BEEN REVIEWED FOR GENERAL CONFORIANCE 0 Non-co"FORMING-aEnsn,,Eea ,EMIT WITH THE DESIGN AERI ONLY AND DOES R C RELIEVNFORMAE THE pacifi �B.umber FITAICATCDESIGNCA OF PESPONSIBILITY FOR CONFORMANCE TOTS THE DESIGN ISIOP AND NG.CICONTRACTO ALL OF WHICH HALL PRIORITYMEN - aF c sua v min X OVERDES'THIS SIP DRAWING.SP. FICATIO SP LLOF VERIFALL DIIENBIONS. eon-�a«ia ra.,�F om 9,./. By; Todd A.Datal Date:Seotenoer ID.201a MILBRANDT ARCHITECTS CT ENGINEERING INC & TRUSS \ COMPANY