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Plans (4) 3.1 MST2016-00242 13690 SW SILENT FOX TER 3.2 MST2016 00243 13704 SW SILENT FOX TER ❑X CONFORMS TO DESIGN CONCEPT -1 3.3 MST2016-00244 13716 SW SILENT FOX TER CONFORMS TO DESIGN CONCEPT WITH ® CONFORMS TO DESIGN CONCEPT 15'm 1/2W 3.4 MST2016-00245 13724 SW SILENT FOX TER ❑ REVISIONS NOTED ❑ CONFORMS TO DESIGN CONCEPT W IH 1 3.5 MST2016-00246 13736 SW SILENT FOX TER 1 151 ❑ NON-CONFORMING-REVISE&RESUBMIT REVISIONS AS SHOWN e � 0 NON CONFORMING-REVISE AND SUBMIT THIS SHOP DESIGNDRCG CEP BEEN ONLY RENEWEDNFOR GENERAL DOES NOT EIECONFORMANCE �P @!i (lid -itr • FABRICATORNENDORVE THE WITH OF RESPONSIBRITYDFOR CONFORMANCE WITH DESIGN THIS SHOP DRAWING HAS BEEN REVIEPIED FOR GENERA CONFORW,NCE �f P94 �] 1/Mii I I- - _ RI I• _ I '°— `� i n DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH NAVE WITH THE DESIGN CONCEPT ONLY AND DOES NOT AEU 'E THE i��JJ`'J Ij(„ I f '"T - �� y pWORITY OVER THIS SHOP DRAWING FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMICE WITH T e]} B David R Burnett Date 4/7/16 DESIGN IS IHNSS AND SPECIFICATIONS ALL OF V 2' 11 Y MILBRANDT ARCHITECTS OVER THIS SHOP DRAIYING. + V 1y 2 112 By: Arnold R.Solomon Date:A0�11 7,20 6 i_: - - _ CT ENGINEERING INC k` . f I ! 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' IE I C°14) -_ � w o a tSiIdli: 3.sK.. + P 1 1 II ...s II I ::„.....: 1 . « I -- I ,.: s_ 43 111 _ .... 11111 mo .. , i CZ , , I - II 1 _ „i ____ ._..1..,_mitki _____„, hi, .i 4 It 46 I !,4%.26 I i ill . CO IPM. Ci 0, '-''ILU lia gi�rmi I I LL1 SI re& hI I��11.....morell I ''' - ham, r 111 a. z ! 80 c:L 6.r- :i 11GHBP I 1CD CD x I � I111 �, C. I RI 1 1 101-0" ---�f 9 j I 1— II_ ii l Q o t0 lit I ! -1 v 11.1 6 - 9i-iso dO w,E z ® Q O" Rata a ===-.7.--: PACIFIC LUMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM'" ""`"•" w". v •�a /I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. quality engineered wood products for today's builder The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber d. _ SOLV BLOCK ALL ... I I company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAPu LVL RIGIDRINI" 1 \� product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or �V/I BELOW TO POST�eo•:e copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include aos�aawe FORM'sRa°Ucrs ROSEBURG rosEsrtQogTe�s penalties of up to S20,000 per work Infringed,and S100,000 per work infringed willfullu �IIM4 407RFPI-Jolsr -1 lb %=1. 1� _ t CONTRACTOR NOTES: DESISN NOTES: P..miim•.� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS a fpr-•n 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR w (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPi BLOCKNS PANELS PATH BEARNG WALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Hrs. Hrs. (UNLESS NOTED OTHERWISE) OF L/460 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: ----- FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS SLEEING THIS IS A PLACEMENT PLAN ONL Y 30psf LIVAREAS: A LOAD This layout is to be used in conjunction with 12wf psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 0 1 5"O.G. R-1/2 RFPI-20 D 1 b"O.G. q-1/2 RFPI-20 0 1 6"O.G. q-1/2 RFPI-20®16"O.G. • 9-1/2 RFFI-20 P 1 6"O.G. shear wall blocking placement and connectors ROOFLOAD/N6: START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE about prior to any construction. 1 Tpsf DEAD LOAD RI Rlt / R1 R1 \ /rt r , '3,o: m� 1 ` P f°1 e i I II N ' m� n N mf F r I R1 li i (� II 11 11 Ri � i I ! I I Ii II ! II �� R1 If ii I it I ! �y I I I I I I r� ® CONFORMS TO DESIGN CONCEPT Rt 4 ' ' Jn ' I ! - ■ ❑ CONFORMS TO DESIGN CONCEPT WITH 'T Y I I i J9 �� Q Ri • I I I i1 I I I I REVISIONS AS SHOWN .11 -IR I I 41 1 .1 Jn 1 I li 11 1 0 NON-CONFORMING-REVISE AND RESUBMIT ,1� ' j ' I 1 I I • I I HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R1 �/ - a �4.m...d te _ 1,, ,_, I 5 AA.. I i R1 WITH THE PDESIGNNCONCEPT EONLY EAND DOES NOTE RELIEVETHE ! Hr¢3 Hpes h` .. ._..ID H'He3 r FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J - — - - --�--- 1 ' i ! II -_.,._-•,—_ h _'•I DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ®; R i ---- ._------- Hb�1- 4, JI -i .11 11 -i 1 .1 -1 -i JA , , ..FI JT I ( .0 -I _II -i , _T j l I`' -I'm"- • D"H OVER THIS SHOP DRAWING. J R2,, . II I I i -2 KIN- By: Arnold R.Solomon Date:April 5,2016 w z I! I I i ,I` II m CT ENGINEERING INC B ea E I J iai -1 Ri I I II R/ 'I rn lP X❑CONFORMS TO DESIGN CONCEPT 4 I Rt .; ,� SiRR1 R1 RRA 51 I II I i R' R 1-1 CONFORMS TO DESIGN CONCEPT WITH qp REVISIONS NOTED NON-CONFORMING-REVISE&RESUBMIT I - - I I _ _ ' I THIS SHOP DRAWING WAS BEEN REVIEWED FOR GENERAL CONFORMANCE R2 c I I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I _i ( qJB�1p IV IPR3 -1 R2 IG OVER THISHISHOP DRAWING.APPLICABLE,AND CODES,ALL OF WHICH HAVE E ..S Jo c •°i � HDRa ( -HDIC3 r F. �' .! fb 1 ',1B 1^ 1 1 _ PRIORITY David R Burnett CONFORMANCE WITH TO FOR DESIGN 1 M i DRAWINGS. 1 ..........N::.1.. ...... _.._.._�il IT a f E ! i i -. I EI fil Iw (I E _. ! ',' I MILBRANDT ARCHITECTS I! 3 I IIII ii i [,1 --- QIa I11 FP::.: I I li .1 . 11 I I p5 , - I -6 .e _e S l .d .e J3 �� ID 1 -W -3 .B 11849 1 _ �, �� i �� d j a4�, 4 !I I G7 1 1 I 4_ 1 1 I I �� Sp 7 I R2 I I 121 x I 1 :,.I ' l !.a a - .�i ji I II R R2'I' ,,.. I A HDR3 .-=e. I ! HD 3 I HD�3 i -- ilkti �_ J �. 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B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 B2 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 6 REFERENCE INSTALLATION 133 RigidLam LVL 1 3/4 9 1/2 1.5E 5 1050 GUIDE FOR ALL FRAMING 64 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 DETAILS AND I–JOIST INFORMATION B5 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 56 BIG BEAM 3 1/2 9 1/2 2.1E 7 4 25 51 BIG BEAM 3 1/2 9 1/2 2.1E 22 14 308 58 BIG BEAM 3 1/2 9 1/2 2.1E 2 16 32 LEGEND: B9 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 MAIN FLOOR J015T LAYOUT al BIO RigidLam LVL 1 3/4 9 1/2 1.56 2 8 16 SCALE: 1/4"-1'-0" pacifi F` umber 0....HANGER GALLOUT JB1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 1 iB 3 354 �+ J1 RFPI-20 i 3/4 9 1/2 9 1 8 1 62 ® -SUPPORTING POST J2 RFPI-20 t 3/4 9 1/2 71 B BB 1 - ® J5 RFFI-20 1 3/4 9 1/2 36 14 504 -POST LOAD ABOVE J4 RFPI-20 1 3/4 9 1/2 2 10 20 & TRUSS '1 COMPANY JS RFFI-20 1 3/4 9 1/2 4 1564 105 15 5"ALLEN BLVD BEAVERTON.OREGON 97005 (503)558-9663 R -RIMBOARD J6 RFPI-2o 1 3/a 9 1/2 � 1 2 25 3336 LB -LVL BLOCKING J7 RFPI-20 1 3/4 9 1/2 26 26 676 JB RFFI-20 1 3/4 9 1/2 t o a 40 PLAN: AMERICAN MODERN 5-PLEX E-6(B)K-6(B) JB -JOIST BLOCKING J9 RFPI-20 1 3/4 9 1/2 5 12 60 , CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 3/25/1 b Accessories B -BEAM(FLUSH w/JOIST) Ht TH01/950-or-ITT9.5 • 44 NOR -HEADER(BEAM BELOri JOIST) H2 HUGG11.8 1/9 a DESIGNER: KAM/L HENOERSON DATE: 3/3 1/16 143 HL/410 9 BOO-BEAM BY OTHERS PL 1 6- 1 24 (MAIN) SHEET: 1 Of 2 20"OPEN WEB JOIST @ 19.2"O.C. 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By David R Burnett Date 4/6/16 By: Arnold R.Solomon Date:April 5,2016 CT ENGINEERING INC miLBRANDT ARCHITECTS Products PIotID Length Product Plies Net Oty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4X20LVL 1 8 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 BM23 14-00-00 1-3/4 X 20 LVL 2 6 AMERICAN MODERN 5-PLEX E-6(B)&K-6(B) 1 ALL BEAMS AND CONNECTORS PER ENGINEER I - 1 IN BK1 12-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING Paclii umber BK1 11-00-00 1-3/4X20 LVL 1 5 BM30 11-00-00 1-3/4X20 LVL 2 4 PL16-124 UPPER BK7=BLOCKING 40 LL RM1=RIM BOARD 150E & TR BK1 10-00-00 1-3/4 X 20 LVL 1 3 COMPANY ' 3/30/2016 REFER TO STRUCTURAL PLAN FOR RMI 10-00-00 1-3/4 X 20 LVL 1 7ADDITIONAL POST TRANSFER BM6 10-00-00 1-3/4 X 20 LVL 2 6 BLOCKING REQUIREMENTS. RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I BM4 5-00-00 1-3/4 X 20 LVL 2 20 \\ BM2 4-00-00 1-3/4 X 20 LVL 1 5 ACCESSORIES QTY I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I _ RMI 4-00-00 1-3/4 X 20 LVL 1 3 I BM24 4-00-00 1-3/4 X 20 LVL 2 6 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA RMI 3-00-00 1-3/4 X 20 LVL 1 4 ® HIT420 86 SHEET 2 O F 2 RMI 2-00-00 1-3/4 X 20 LVL 1 20 RM1 1-00-00 1-3/4 X 20 LVL 1 6 1-314 x 20 LVL BLOCKING 70' DO NOT: Loosen,remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. 20"OPEN WEB JOIST @ 19.2"O.C. 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OVER THIS SHOP DRAWING. By David R Burnett Date 4/6/16 By: Arnold A.Solomon Date:Aori1 5,2016 CT ENGINEERING INC MILBRANDT ARCHITECTS Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X20 LVL 1 5 RMI 37-00-00 1-3/4X20LVL 1 6 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 BM23 14-00-00 1-3/4 X 20 LVL 2 6 AMERICAN MODERN 5-PLEX E-6(B)8r K-6(B) I ALL BEAMS AND CONNECTORS PER ENGINEER I • BK1 12-00-00 1-3/4 X 20 LVL 1 3 ��C �Et umber BK1 11-00-00 1-3/4 X 20 LVL 1 5 FLOOR LOADING;BK1=BLOCKING <a BM30 11-00-00 1-3/4X20LVL 2 4 PL16-124 UPPER 40 RM1 ;1, RM1=RIM BOARD 15DLV S S BK1 10-00-00 1-3/4 X 20 LVL 1 3 & T `:`1 COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 7 3/30/2016 REFER TO STRUCTURAL PLAN FOR BM6 10-00-00 1-3/4 X 20 LVL 2 6 ADDITIONAL POST TRANSFER RM1 7-00-00 1-3/4 X 20 LVL 1 2 BLOCKING REQUIREMENTS. BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I 4111& BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. II� —;G—„�.;—.�—I RM1 4-00-00 1-3/4X20LVL 1 3 ACCESSORIES QTY �� —` — �f� BM24 4-00-00 1-3/4 X 20 LVL 2 6 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I _ RM1 3-00-00 1-3/4 X 20 LVL 1 4 SHEET 2 OF 2 O HIT420 86 _ RM1 2-00-00 1-3/4 X 20 LVL 1 20 RM1 1-00-00 1-3/4 X20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 70' DO NOT: Loosen, remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. "" .. 's: PACIFIC LUMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM'" _ " ,tea, ,I' ' quality engineered wood products for Iodates builder- Theseplans and the designs are copyrightedunder Federal Law by Pacific Lumber Company 2016. Adat .wv�+.-a� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber _ in,� ,I III, :ITCompany,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGI D LAM LVL RIGI DRI M- ,IV, ' _G sear ro vosrneol product supplier other than Pacific Lumber Company is strictly prohibited.unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS BEARING AREA OF BLOCKS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include G - \�. l penalties of up to$20,000 per work Infringed,and 5100,000 per work infringed willfully. /►�- ROSEBURG R ��PRODUCTS O ST a „ !-- IIU CONTRACTOR NOTES: DESIGN NOTES: T, �pu= 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ��1,..�.„ ��° Me=-== ^s 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI 3LockiNG PANELS/11TH BEARING HALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERW15E) OF L/430 Nrs. KIS. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEE OpsF 3 TH15/5APLACEMENT PLAN ONLY- IVAREAS: 0psf LIVE LOAD This layout is to be used in con junction with 12psf DEAD LOAD Architectural/Structural plans.Verify all - 9-1/2 RFPI-20 5 16”O.G. - • 9-1/2 RFPI-20 5 16.0.0. 9-1/2 RFPI-20 5 16-0.C. I--9-1/2 RFPI-20 @ 16"O.G. • 9-1/2 RFPI-20 5 15"O.G. shear wall blocking placement and connectors. ROOPLOAD/N6: START FRAMING HERE START FRAMING HERE START FRAMING HERE I START FRAMING HERE5TART FRAMING HERE Purchaser responsible for approving this 17p50 LIVE LOAD ---111111 1 ayout prior to any construction. 'fpsf DEAD LOAD R, R1 d / R1 v R1 RI • E e -i , f E "'e i r , 0 t i , a -� e 1 -e 1 n - r...._, i I p V e e J.,.il 3 r R, 2 tI R1 B 11 CONFORMS TO DESIGN CONCEPT ,e � R, m i 1 ( _3 _3 _3 _3 .13 _3 _3 _ E 3 R, ❑ CONFORMS TO DESIGN CONCEPT WITH 1 .3 _3 _3 _3 _ _'3 ..3 = .3 REVISIONS AS SHOWN f 11 ' 0 NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DARNING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Rt , I -,I - 37 11 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _ _ _ __ _ .1 AH•C Ra r m '( H•-s edge - FABRICATOR(VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ® R, T—� H-y-- T tl --T- 1 _-- ------------------ DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY Y _ _1 _1 _t .I1 .1 1 �1 _1 �1 _1 _t .J _1 �t Rt D1 OVERTHISSHOPDRAWING- 4 Rs: 4 ,-A-4Rz CT ENGINELERING INC oson Date:April B.2D1s iQ in z <ES �� t , to X❑CONFORMS TO DESIGN CONCEPT 11 1 R1 Rt Rt L� R, R, R, Ri I R} R ❑CONFORMS TO DESIGN CONCEPT WITH 0¢ .5 ' R, Cl RI ..e _5 90 REVISIONS NOTED 0 NON-CONFORMING-REVISE&RESUBMIT I � RA - THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Rs I I Ru FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ! DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE E _1 RIO OVER THIS SHOP DRAWING. { _s _e _ .s 3 I' r 'hOR e- : ...7..7r-' '''1 - I ,il 1_,OR- . .. PRIORITY RRY ER David RBumett Date 4/6(16 5 5 H 3 ig 11 JB, > S tic L.:Li ..i.__,="111-___I-_-`r. :r_a lj ai mal __._ � MILBRANDT ARCHITECTS 3 E i (I 33 €)\11: 1I 'i r SA n= (I a j; 1 I '1f 3h v _a ,( ei's`k3 _a a3 _3 _3 _3 Br 1 _3 _s _ B �a Sh a Yr 1T a71 �. 1 �51'1 3 _a _3 _3 _3 _S HESS 11 �_q l ar EST EST -z _x IITIIz ,�' az j� _iI f Imo' i I I R 1II II Jo R2 T.' ,O LL r! III HD 3 IAP 25146 1 HDR3 ! 1 _ 9 R2 HCR2l l j R1 L�_1!_� B _ R1 L1� .-_ —`-- Rt R1 LJ 1 a _ h R 3 '-6-'I az -`- �' I-i gs -------'-1-�-i 3 11 • • ll • _ 2 di,_____:_„ ..:,,, PL 1 6-1 24(MAIN) POLYGON AMERICAN MODERN 5-PLEX E-b(B)K-b(B) Mrk B Material Width Depth &rade Qty Cut LEO Tot Lth R1 1.75 LVL Rim 1 3/4 9 1/2 1.5E 35 20 780 R2 O5B Rim 1 9 1/2 5 16 80 HDR1 BIG BEAM 5 1/2 11 'I/O 2.1E 4 16 54 HDR2 Cascade 5.L24F-V4 3 1/2 10 1/2 Fb-2400 2 14 28 HDR3 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 9 12 108 IMPORTANT-/ B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 52 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 e REFERENCE INSTALLATION B3 RigidLam LVL - 1 3/4 5 1/2 1.5E 5 10 50 GUIDE FOR ALL FRAMING 54 513 BEAM 3 1/2 9 1/2 2.1E 2 5 12 DETAILS AND I-JOIST INFORMATION 55 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 35 B6 515 BEAM 3 1/2 9 1/2 2.1E 7 4 28 B7 BIG BEAM 3 1/2 9 1/2 2.1E 22 14 308 Be BIG BEAM 3 1/2 9 1/2 2.1E 2 16 32 LEGEND: B9 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 SCALE:MAIN FLOOR JOIST LAYOUT p mil* C\ B10 RigidLam LVL 3/4 9 1/2 1.5E 2 8 16b �� ( H J--HANGER CALLOUT JB1 BLKG 1.75 LVL 3/4 9 1/2 1.5E 1 18 3 354 -1'-O" �/ J1 RFPI-20 3/4 9 1/2 Al 18 162 ® -SUPPORTING POST J2 RFPI-20 3/4 9 1/2 1 1 8 88 J3 RF15I-20 3/4 9 1/2 36 14 504 & TRUSS COMPANY ® -POST LOAD ABOVE J4 RFPI-20 3/4 9 1/2 2 10 20 J5 RFPI-20 3/4 9 1/2 4 15 54 R -RIMBOARD J6 _RFPI-20 3/4 9 1/2 12 28 336 105155W ALLEN BLVD BEAVERTON,OREGON 97005 (503)850-9663 LB -LVL BLOCKING J7 RFPI-20 3/4 9 1/2 26 25 575 JB -J015T BLOCKING 18 RFPI-20 3/4 9 1/2 10 4 40 PLAN: AMERICAN MODERN 5-PLEX E-6(B)K-6(5) J9 RFPI-20 3/4 9 1/2 5 12 50 CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 3/25/16 Acceseoriee B -BEAM(FLUSH w/JOIST) 51 THO 1 7 950-or-1779.5 44 HDR =HEADER(BEAM BELOW JOIST) H2 4 10 e t/9 a DESIGNER: KAM/L HEM:WM50N DATE: 3/3 1/1 6 H9 5U410 9 550=BEAM BY OTHERS PL 1 6- 1 24 (MAIN) SHEET: 1 of 2