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Plans (303) w °�eM"NamROSEBURG FRAMING SYSTEM'" _ �� PACIFIC LUMBER COPYRIGHT 20I7 qualify engineered wood products fortodov's builder- .nuvve Ntt,.N na These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 L The tans maynot be re-used or copied,In whole or part,without written permission from Pacific Lumber ' w�" ,I II ��I Gompany,whih retains copyrights Co,and ownershiof the plans.Use of tese plans by any other RIGI D LAM-LVL RI GI D RI M III SOLI,BLOCAC ALL product supplier other than Pacific Lumber Company Is strict) ,I�I ' N- iiiIIiIgKtil seLon TO POST these P y yprohinges ace liabilities use or ROSEBURG FOREST PRODUCER ROSEBURG FOREST PRODUCTS copying of plans,Infringes rights under the Copyright Act-Infringes face liabilities that Include i penalties of up to*20.000 per work infringed,and$100.000 per work Infringed willfully. j�l 1 40P -JOIST IMV ROSEBURG FOREST PRODUCTS - /��,; IIID MST2017-00332 13367 SW 169TH, LOT 1 CONTRACTOR NOTES: DESIGN NOTES: .. W- MST2017-0033313359 SW 169TH LOT2 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS . -,,.-..w.,,,. , 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR w;r"47"';",«"°'"'*-"`v"' TH (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD MST2017-00334 13347 SW 169TH, LOT 3 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RM.!'BLOCKING PANELS WITH BEARING WALL ABOVE POST LOAD TRANSFER PETAIL (UNLESS NOTED OFL/480 N.T.S. RIB. MST2017-00335 13341 SW 169TH, LOT 4 4)U5E CAUTION WHEN CUTTING ) FOR PLUMBING !wog LOAD/N6: -- --- - - 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD1 2psf DEAD LOAD SHEARNALLS SLEEP/N6 AREAS: THIS IS 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 IN9-1/2 RFPI-20 8 1 6"O.G. - 1-1/2 RFPI-20 5 1 6"O.G. • .1-1/2 RFPI-20 5 1 6"O-G. . 1-1/2 RFPI-20 5 1 6"O-G. shear wall blocking placement and connectors ROOF LOAD Purchaser responsible for approving this 25p5f LIVEIVELOA, START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1 1psf DEAD LOAD R1 Ri / R1 " -' JO, H i r Y r 1.01 0 Y 5 0 1W i Y tl 41o*3 r C Y 'J r Y 5,,,,,i r !, t i ® CONFORMS TO DESIGN CONCEPT R1 2 HS Rt ❑ CONFORMS TO DESIGN CONCEPT WITH iG/ REVISIONS AS SHOWN Q� ❑ NON-CONFORMING-REVISE AND RESUBMIT -- 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R.1 _ -3 .3 -5 -3 .3 -5 .3 -3 3 .3 .3 -3 -3 -3 .3 _3 -` ±��Rt WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE j III. FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE I_....._ 9 - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH SUE PRIORITY t t t l-�� OVER THIS ArnoldCHOP DRAWING. I 5 y SI By: ArR.Soloaon Date:June 2.2017 Rt I i j 1- gy, �.� , Si CT ENGINEERING INC HDR3 H R3 J •'. A ! i o 413 tl .- .t .i T-� f , I .d... HrLt Rt > DESIGN COMM D W Si H0 21 .1 .i .i .i _i .1 -1 _ .1 .l .T .1 .i .l = ®rp WR2 2 C1(n ❑aEVISIONf NG DESIGN CONCEPT WITH QD • - m ❑NG H„ NG B.RESUBMIT Wm z y Rau u«<., .'m°� � :-mm m p _� lF u ? ....,..,.„,.,..Pw„�.«..,,.., .,a �'� mT N 'm T,...:o'" au wu11 �� . I R1 PI Rt i,_ } MILBRNNDT ARCHITECTS R1 Si R1 i. SiRt1 I E� _3 -a 111 Rt ' .• Eli' T R2i.i R2 .i 1: HLR3 S ±- �3 'I'.'1 .y :I HHllR • : _a 1 _ _�.. 1� Y 5 �1 p _�T I` 1III`I a? 1 AZ3 i I 'III 1 :.1 a II -� Tr T1'i l 3h .A AI. Cli 11 - TEA -3 ,3 _3 .3 .3 5� � PP . .q B B 6i , 1L3 .3 .3 .9 3 .3 Bi n r 9 aT C el t i 1 i 61 5, • z _z -z . .3 ' 1 1 , I JAZ la • � • 3 R2 - _ HD 29 _e ::- :� HOC9 i r -3 '"52 510 H�2 = _., I Cl R1 I • i.Rl � H2 i Boo 11 42 - is. l I l I VI-' Q -� `-' ERT AREA 3)ATS 1-4 tod PL 1 7-184(MAIN) 2 POLYGON AMERICAN MODERN 4-PLEX E-6(13/1<-6(13/ Mrk• Material Width Depth Grade Oty Cut Lth Tot Lth R1 1.75 LVL Rim 1 3/4 9 1/2 1.5E 30 20 600 R2 055 Rim 1 9 1/2 5 16 80 HDR 1 515 SEAM 5 1/2 11 7/8 2.1E 4 16 64 HDR2 Cascade S.L.24F-V4 3 1/2 10 1/2 Fb-2400 2 14 28 HDR3 Cascade S.L24F-V4 3 1/2 10 1/2 Fb-2400 6 12 12 IMPORTANT! B1 RigiOLam LVL 1 3/4 9 1/2 1.5E 2 4 a REFERENCE INSTALLATION B2 Rigi6.am LVL 1 3/4 9 1/2 1.5E 4 2 8 B3 RlgidLam LVL 1 3/4 el 1/2 1.5E 4 10 40 GUIDE FOR ALL FRAMING S4 SIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 DETAILS AND I-JOIST INFORMATION 55 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 - 136 BIG BEAM 3 1/2 9 1/2 2.1E 6 4 24 137 BIG BEAM 3 1/2 9 1/2 2.1E 18 14 252 Ba BIG BEAM 3 1/2 9 1/2 2.1E 2 16 32 Fiiiiii umber LEGEND: B9 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 510 RigidLam LVL 1 3/4 9 1/2 1.5E 2 8 16 a_HANGER GALLOUT JB1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 96 3 106 MAIN FLOOR JOIST LAYOUT J1 RFPI-20 1 3/4 9 1/2 6 18 1 OB ® -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 a a 64 SCALE: 1/4"- 1'-0" -J3 RFPI-20 1 3/4 9 1/2 30 14 420 & TRUSS \ COMPANY M P A N Y ® -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 2 10 20 J5 RFF1-20 1 3/4 9 1/2 4 16 64 R -RIMBOARD -16 RFF1-20 1 3/4 9 1/2 12 28 ' 336 10515 51N ALLEN BLVD BEAVERTON,OREGON 91005 (503)853-9663 LB -LVL BLOCKING J7 RFPI-20 1 3/4 9 1/2 18 26 468 Ja RFPI-20 1 3/4 9 1/2 10 4 40 PLAN: AMERICAN MODERN 4-PLEX E-6(B)K-6(5) LOTS 1-4 JO -JOIST BLOCKING J9 RFPI-20 1 3/4 9 1/2 4 12 48 CUSTOMER: POLYGON J -JOIST CALLOUT Accessories PLAN DATED: 5/1 2/11 8 -BEAM(FLUSH w/JOIST) All THO 11950-or-ITT9.5 38 DESIGNER: KAKI L.HENDER50N DATE: 5/24/1 7 HDR -HEADER(BEAM BELOW JOIST) H2 HUC01.8 1/9 4 H3 Hua 1 O e B00-BEAM BY OTHERS PL 1 1- 1 8 4 (MAIN) SHEET: 1 of 2 OF CE COPY Z CONFORMS TO DESIGN CONCEPT El CONFORMS TO DESIGN CONCEPT WITH 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORB4NCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORIAGCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY START FRAMING HERE > S START FRAMING HERE > <START FRAMING HERE S <START FRAMING HERE OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:June 2.2017 0 0 0 0 CT ENGINEERING INC iBM301 IBM61 IBM6t �8M301 ®CONFORMS m DES.CONCEPT v RM�a � Wr-�-�- RM1 -� RM1 r= -rRK 16==41---o- -h- �- -t-R a.1 alb il �_14.4 _ K•1 -- = =LI RM1 �II = y .. .= = M_ �g v l7 NCONCEPTW o — r rn ,Th n hl o o rn m CD rn m Inle II 0 -REVISE S.RESUBMIT 4 I '' I I o 0 0 0 0 v o o 9 0 0 0 �5t 0 0 0 0 o I I o I! N- t 0 0 o o Co on r-T, 40 NON-CONFORMING Q l I LL LL LL LL IIS LL '- O O LL LL 1F OLLLL11LLLLIIS O �I u_ C. 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F11 e Eli I I F02 9 A 12, I F11 2 2 F11 I e F02 Y. i ea® F11 $ F02 j2 i E I it rc '. • F11 ® N N F11 I' F02 ii‘ -- _ r� F. F manes�b MM. RM1 1 a BM24 1-0 Ei 1-03 WO BM24 5_ ®b F01 aIRMi r 0 E I I� RM1 cc RM11 cc ® I RM1 I-12 M 1 IRM1I 1� } }_ } I - 0 1- F- I- U U U U ET •U U m 0 u) 0 En O Z Z 47 N on Eo Eo ED I/ I 1 Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 4 RM1 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON - RM1 15-00-00 1-3/4 X 20 LVL 1 2 RMI 14-00-00 1-3/4 X 20 LVL 1 2 I ALL BEAMS AND CONNECTORS PER ENGINEER 1 a BM23 14-00-00 1-3/4 X 20 LVL 2 4 AMERICAN MODERN 4-PLEX E-6(B)&K-6(B)ERT LOTS 1-4 Pacifi umber FLOOR LOADING: BK1 12-00-00 1-3/4 X 20 LVL 1 2 BK1=BLOCKING BK1 11-00-00 1-3/4 X 20 LVL 1 4 RMI=RIM BOARD & TRU 5 5 PL17-184 UPPER - 1sDL COMPANY BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 2 5/24/2017 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 6 BM6 10-00-00 1-3/4 X 20 LVL 2 4 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ] _ BM4 5-00-00 1-3/4 X 20 LVL 2 16 I II RM1 7-00-00 1-3/4 X 20 LVL 1 2 --- -- SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. n�^� BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY �! _I,—`�—Ili FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA ��L BM2 4-00-00 1-3/4 X 20 LVL 1 4 HIT420 68 RM1 4-00-00 1-3/4X20LVL 1 2 O SHEET 2 OF 2 BM24 4-00-00 1-3/4 X 20 LVL 2 4 1-3/4 x 20 LVL BLOCKING 58' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 18 Loosen, remove,cut or notch RM1 1-00-00 1-3/4 X 20 LVL 1 4 © HUC416 8 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. NX CONFORMS TO DESIGN CONCEPT o ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH 15'-5 1/2N09 ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED " r j REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE&RESUBMIT 9'-8" 1 N 1 ! 1 A THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE kk - v vv 9 $ I 3 III a ❑ NON CONFORMING-REVISE AND RESUBMIT WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I E z THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I- 13 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE �,,jf, — 'ML WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PRIORITY OVER THIS SHOP DRAWING AI ( 1�ZN I-'� 12N , FABRICATOR!VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE By Alexia Date 6/6/17 1 L L l y� OVERDESIGN THISASHOPSAND DRAWINGECIFICATIONS ALL OF WHICH HAVE PRIORITY MILBRANDT ARCHITECTS @ fl v By: Arnold R. Solomon Date: June 2, 2017 r•, �,,� .."^+ �"� ,,. 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