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Plans (105) II° QX CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ❑ NON-CONFORMING-REVISE AND RESUBMIT WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PRIORITY OVER THIS SHOP DRAWING. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE By Alexia Fukui Date 8/12/15 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY MILBRANDT ARCHITECTS OVER THIS SHOP DRAWING, 501 471 By: Arnold R. Solomon 41i1011 November e 3, 2015 2,p 1a 1 CT ENGINEERING IIC 1 8.WI2 PITCH 1T TANTS I.. 14'ill IP .11 Zi d'-0r w -1 AlilIt EIsi......gaiih, 3 ____ �1 p4:11 EP ow mT Din 01 .4., T 'IMa 1 ri /. Deng,�-� ■\ - / f A DCS i '� Du Dur Illlllll�lllllll�_ ®_ DJB ,p 11111:1M11 MIL A Lp Da 14 CJB `- r�A r _ DJr to - -. - - s =-�=ri , CJ8 r— LI 12 . 1 . Jg CJ1 grA 4ADJI e, -. Ai mum ,it tam - ' ,, t� 04 . 41111�4 V.:..ij . .49 7112 MU :12 �I I ■■N■ K2 I.• A'. .� ' � ■/ -�■■/ qeII , roc ' . • IgNi iE_si1► - �" I 1 .. ► , K1 : An to :I _ \ l■■I H: kr 4- . law 18'�ur � Mr -I iii 4 ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE 14TE.: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 1 1/02/15 PLACEMENT LY.REFER TO TRUSS CALCUN TIONSAND ENGINEERED STRUCTURAL In PROJECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 17-D PLANILING ADD ROOF DESIGNER/ENG NEERUO DR CORD PLAN: DRAWN BY: DM REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS am ' °z'Y urs er TO TRUSS CONNECTIONS.BUILDING 17 / D CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW ANDD APPROVE OF ALLLR ','t COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 0.1" - 1' All designs are property of-Pacific Lumber and Truss. All dosigns are null and void if not fabricated by-Pacific Lumber and Truss. PACIFIC LUMBER COPYRIGHT 2015 DES/FLO O SYSTEM ROSEBURG FRAMING SYSTEM'" .n �a:`�'i""""°"""'"'"` / THIS FLOOR SYSTEM WAS quality engineered wood products for today's builder•" puu""x"°«�,;a° / These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. DESIGNED TO MEET OR Theplans maynot be re-used or copied,In whole orpart,without writtenpermission from Pacific Lumber RIGI DLAM LVL RIGI DRI M" ""r ,I� I• /// P EXCEED THE LIVE LOAD *OLIO Boca ALL ,'°h;,«o,,,,, vows vaOM neBLE - aa.iM" , I TO DEAKINS BELon. Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other �� m.a ;�•..��sOos«B�ocKs product supplier other than Pacific Lumber Company Is strictlyDEFLECTION CRITERIA i I BEARING AREA FBLO PP p yprohinges orizes use or posaeurro FOREST PRODUCTS aos€au¢o rewesr vapnucrs ,IE ' , IC PEAau TAIL 1d or BLOCKS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include OF L/480 ',, `� BELOW TO POST ABOVE. penalties of up to$20,000 per work infringed,and 4100,000 per work infringed willfully. " ,,..,..i. ,,,,,t...., FLOORLIVE LOAD RFPI-JOIST 40 sf LIVE LOAD ,�1 /IIV 1 2psf DEAD LOAD R0.SldUklaFOREST PPDtrac75 -- Yr / ,, BASEMENT FLOOR JOIST LAYOUT PK I� II\` SLEEP/ AREAS: °°WM16 ". *GALE: 1/4"- 1'-0" 30psf LIVE LOAD _ " 1 2p5f DEAD LOAD �HI�, `;=,Z °° START START " .ten,"'�""" ROOFLOAD/N6: EA L RPPIBLOGKMG PANELS MATH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL FRAMING FRAMING 25psf OD iR-1-5. I•1T.5. HERE \ L//// HERE 1'fPSf DDEAD LOAD R-1/2 RFPI-20 a'16"O.G. 9-1/2 RFPI-20 a'16-O.G. R1 I_ Z CONFORMS TO DESIGN CONCEPT R1 E If ( rt PATIO ❑ CONFORMS TO DESIGN CONCEPT WITH PATIO I ! I REVISIONS AS SHOWN ! 1 II _ ❑ NON CONFORMING-REVISE AND RESUBMIT I I - / i I .1 J3 J3 J6 • n SHOP DRNfIIN3 WE BEEN AEV EIYED FOR GENERA CM1FDaYFYOE _ -..- 51 • k —r ., e ;, Hof:cH"WERT N_r AND DOES NOT RELIEVEME _ J m B 431 1 1 1 i l FAB SCATO VENDDP of RESPONSIBILITY FOR DNF IANCE WITH THE i• «Jt11 9 I B 1 BH J3 J�J J3 J J3 J�,3 ! DESIGN AAn Ncs AND s, IF ca.,,Ns ALL of Yn..r HAVE PRIORITY ! I i '\ -h3-13J� � DVcli TFI N'P AViIM1G 1 t II ! II By Arnold 5 Sql Data,December 3,20 i 1 • ! CT ENGINEERING INC ! 1 1 ❑ R« !I GI CONFORMS TO DESIGN CONCEPT I !I ❑ K 6 1 1 II i II J2�2 J2.2_2.1,2 JI2 J2 J2 J2 ! 1 . -. . ._ ii ii �I ;I �2 J�2 J2�2_2 J2 J2.12 • 21 R1 MI LBRh NDT ARCHITECTS(TS S1 ;I J I! �---��--. -�-. _ —_ _.: i _. _: Y,. .._. ,,.R.,..,,.:—i_.a,—�,—r -u+ ..1—tom .— —..a_..- ._u..... II i -6 J1Ji1J1J1JfJ1JIIJ1 J1J1 .1JIJi 11J1J1J1 ;1JI1 Jit _1JoJ1 .41J1 ! �i1 !' 11 i i11 it • ii 11 1 • 1i • Lam.. J III I, i s - Je.1 i. .! •• I L 5 .. a _ ., - I ., is II—J.—i1--.— -,0 -« 111- I • 1 I j II I —I I IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION CONTRACTOR NOTES: PL 15-406 (Basement Floor) 1)VERIFY ALL FRAMING CONDITIONS POLYGON 1-fD BASEMENT WITH JOISTS MI .£-'.. LEGEND: 2)ALL FOOTINGS PER DESIGNER'S PLAN Mrk a Material Width Depth Grade Qt Gut Lth Tot Lth (UNLESS NOTED OTHERWISE) H.---HANGER CALLOUT 3)ALL BEAMS PER DESIGNER'S PLAN J1 RFPI-20 1 3/4 9 1/2 14 24 336 pacifi h' umber (UNLESS NOTED OTHERWISE) J2 RFPI-20 1 3/4 9 1/2 10 25 280 ® -SUPPORTING POST 4)USE CAUTION WHEN GUTTING J3 RFPI-20 1 3/4 9 1/2 11 12 132 D TRUSS COMPANY ® -POST LOAD ABOVE FOR PLUMBING J4 RFPI-20 1 3/4 9 1/2 2 6 12 ' 5)PROVIDE PROPER SUPPORT AT ALL R1 055 Rim 1 9 1/2 5 16 50 R -RIMBOARD SHEARWALLS 51 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 LB -LVL BLOCKING B2 RididL am LVL 1 3/4 9 1/2 1.5£ 2 2 4 10515 SW ALLEN BLVD$EAVERTON,OREGON 9T005 (503)858-9663 JB -LVLJOISBLOCKING TH/5 I.5APLACEMENT PLAN ONLY' J51 BLKG 1."f 5 LVL 1 3/4 9 1/2 1.5E 32 3 96 PLAN DESCRIPTION/NUMBER: 1/D (BASEMENT WITH JOISTS) This layout is to be used in conjunction with JB2 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 CUSTOMER: POLYGON J -JOIST CALLOUT Architectural/Structural plans.Verify all PLAN DATED: 1 1/29/15 B -BEAM(FLUSH w/JOIST) shear wall blocking placement and connectors Accessories Purchaser responsible for approving this =11 ITHO 1-1950-or-ITT9.5 6 - DESIGNER: KAM/L.HENDERSON DATE: 12/1/15 HDR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. 550-BEAM BY OTHERS PL 1 5-406 BASEMENT M T FS SHEET: 1 of 3 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" W.n DE5/5N NOTES: quality engineered wood products for today's builder �.«...da,".., 'I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2014. THIS FLOOR SYSTEM WAS _ /MPORTi4NT.! The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber DESIGNED TO MEET OR RIGI DLAM-LVL RIGI SRI M� °""`„'"9""'• II �� REFERENCE INSTALLATION Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other EXCEED THE LIVE LOAD SOUP BLOCK Au °°'„" , product supplier other than Pacific Lumber Company Is strict) prohibited.Unauthorized use or POSTS FROM ABOVE 'w,� ra eer.anw eE�on. „,,,e,-„„ i»srr,ll sauns»awcKs PP p y strictly R0.56BRRe POMO'PRORUCIS ROSEBURG FOREST PRODUCTS \%F ;,.,.,, `IIIc Tea�-TA, 1 M r=» GUIDE FOR ALL FRAMING DEFLECTION CRITERIA �G/ AREABLOCKS copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include OF L/480 ill i \ MEL o",To POST ABOVE DETAILS AND I-JOIST INFORMATION penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfullu — ` �IIl11 FLOOR L ORsf VOA INS:E LOAD �RF UPI JO!sr 14 \/ ��`� - 1 2p5f DEAD LOAD �," !A(' ���� SLEEP/N6 AREAS: °"M,,,,,. 30pef LIVE LOAD ..,k �,,,,,,",,,. 1 2p5F DEAD LOAD "°"""'""`"""`"» MAIN FLOOR JOIST LAYOUT RPM'BLOCKING PANELS MN IMARM&MALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4 1'-O" ROOF'LOADLOAD LIVE LOAD N.T.S. SETS. 1 7psf DEAD LOAD START START 12" 12 51 ._.__ (2)1341-, I1(2)54 X 51 r r� .B4 ------ JJ99 ---— JB s4 DECK 1 HERE INC FRAMING PECK B4�B 1 R 1 ------ JC - II '�J _ B I�I _ 51 •,_ J9 I (2)132 (2)132 -- -- -4 , 51 J2 , B4 r Jr) �._ --Ls -L3--- -�- — ---f333 r -- -----Jr, j.��-.,--�4.- J2 R ! - 1' R R/::136 J5 4 — _- -z24— -— /► 'iv k=_ -= /'t-- # 136 \ice —� 12 Z1 Jr) J .- =_ R1 m R1 19 LLB — __________-.1:, ?< --XI- 1 O cu 0 131 O = _ fir T _ 0 H D - Y i - O w O /-,1 n R 1 R' H F R' R 1 I (,).19 — --_....________=__. 2;h35._ -- --- - - ..c II .15--- I -� � 2)..L3 _ 61 m� d m 31 I 11 r Z r J5 r --=B2 ... • J -- -52 .,. 'i -- J: Z D -. _ 1 0. _ _JJ€� r f2L12---- 10 z 3 m -- --------- =foo e - ----- -- V k. n 1 f 11 p JG !2)13 �. W ❑ m — C.')n 4 -mss. 1 • p Jy— '4 ir— (2)!•) - a e ,- - — N w d u_ I .d rS,WIVIS B2 _- __ 3 ---- aJ -- I --�$ 1 J1 $3 MILBRANBy Nemo FDI ARCa. HITECTS • - - 0 r t_____ } I J4 J4 r - 14 ® CONFORMS TO DESIGN CONCEPT I 14 ❑ CONFORMS TO DESIGN CONCEPT WITH I R 1 REVISIONS AS SHOWN R1 ii ( h- ❑ NON-CONFORMING-REVISE AND RESUBMIT - — — -- J-12 J2 J 2 J 2 J-i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J4 T ' 1 1'-4 1/4" I' 6'-5 2/S`--, WITH THE DESIGN CONCEPT ONLY AND DUES NOT RELIEVE THE --6'-5'7 5" , 1 1' 4 1/4" , I O J4 — -. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORBANCE WITH THE ------------- -- -. - • JJ - DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J rl 1 J-1 OVER THIS SHOP =DRAWING. Jh #, ISI--J .._ __ J By: Arnold A.SOONnOn Cute:Onnnober 3,2015 • _d.,1.._- j -.-_...--.-.. -. i[ -- ', — ( CT ENGINEERING INC 5 - — _— I I' J .r �' JB 1 PORCH ,»ii —= — =�1 PORCH 1 J2 -------' R 1 R 1 J2 — II Ii J2 J2 fi I ----=====--J2 ----- R 1 R 1 J2 R1 J2 12 "c1 -2---------- - _- -_ _- 5 1 PL 15-406(MAIN) 51 POLYGON 110(BASEMENT WITH JOISTS) Mrlce Material Width Depth bride ate GuALth Tot Lth CONTRACTOR NOTES: B1 BIG BEAM 7 1 7/e 2.1E 2 14 20 1)VERIFY ALL FRAMING CONDITIONS B2 RlgldLam LVL 1 3/4 1 7/8 1.5E 5 20 100 83 RlgidLam LVL 1 3/4 1 7/8 1.5E 1 14 14 2)ALL FOOTINGS PER DESIGNER'S PLAN 64 RlgidLam LVL 1 3/4 1 v8 1.5E 5 4 20 LEGEND: (UNLESS NOTED DESIGNER'S 55 RIgidLam LVL t 3/4 1 7/8 1.5E 1 12 18 I:1%CM £ u�ber �� 3)ALL BEAMS PER DESIGNER'S PLAN 66 BIG BEAM 5 1/2 t 7/e 2.1E 1 12 t 2 Filler blocking is not structurally required provided both ( H }--HANGER CALLOUT (UNLESS NOTED OTHERWISE) 1 13L-KG 1.75 LVL 3/4 1 7/8 1.5E 24 3 72 `J .1132BLKG RFPI-20 3/4 1 7/8 15 3 45 I-Joists are continuously laterally supported by 4)USE CAUTION WHEN CUTTING .11 RFPI-20 3/4 1 7/e 2 10 20 connection to the sheathing at the top flange.In ® -SUPPORTING POST FOR PLUMBING J2 RFPI-20 3/4 1 7/8 6 12 .16 addition,the joint in the sheathing shall be positioned & TRUSS COMPANY ® -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL J3 RFPI-20 3/4 1 7/8 32 20 640 J4 RFPI-20 3/4 1 7/8 11 30 350 over the center of one of the two top flanges to assure SHEARWALLS R -RIMBOARD J5 RFPI-20 3/4 1 1/0 i 9 14 266 ' ; shear transfer between sheathing panels. los 15 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 6 v JRFPI-2o 3/4 1 8 2 6 16 LB -LVL BLOCKING TMl5/SAPLACEMENT PLAN ONLY. JT RFPI-20 3/4 1/5 3 6 sa Flan°°'"'"" PLAN PESGRIPTION/NUMBER: 119 (BASEMENT WITH JOISTS) JB -JOIST BLOCKING This layout is to be used in conjunction with J6 RFPI-20 3/4 1 //5 1 2 2 / I. 2-+/10 ^ " zsr18' 'z 12GUSTOMER: POLYGON Architectural/Structural plans.Verify all J9 RFPI-20 3/4 1 7/8 3 16 48 Min Max M.• -JOIST CALLOUT shear wall blocking placement and connectors R 1 056 Rim 1 v8 9 16 144 °' °"� z MB z" $ r r z< M. z< PLAN DATED: 11/29/15 B -BEAM(FLUSH w/JOIST) Purchaser responsible for approving this Accessories DSL I-JOIST WITHOUT FILLER CONSTRUCTION HDR -HEADER(BERM BELOW JOIST) ayout prior to any construction. H t MIT4 1 1 se 1 6 Nrs. .mm� DESIGNER: KAM/L.NENDER50N DATE: 12/1/1 5 142 MITI 1.00-or-ITT 1 1.88 36 L., 550=BEAM BY OTHERS PL 1 5-406 (MAIN) 5HEET:2 of 3 BEAM FLUSH WITH TOP OF FLOOR JOISTS 24"OPEN WEB JOIST @ 19.2" O.C. 7-06-04 17-07-12 15-00-08 TAGGER FIS JOISTS F02 T T GIRDER TO AVOID TF HANGER COLLISION AND POLYGON ® PLUMBING ABOVE. START FRAMING HERE Ir Y.,-.. � IIT ,rR 1 17D (BASEMENT WITH JOISTS) MOVE JOISTS +1— 4" TO LL ill o w IA ' PL,5-406 UPPER AVOID PLUMBING . " .. -. .. . , . .. . . 1211/2015 _ oDaDm cD m m CO tm 0 I -011 F0' C, LL LL LL LL LL LL LL 'LL 2 00 `4.' Products PIotID Length Product Plies Net Qty GQ BM6 21-00-00 5 1/2"x 21"Glulam(1.8E 24F-V4 DF/DF) 1 1 ® CONFORMS TO DESIGN CONCEPTBM1 19-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 '�I�I�F40 F40 F4�F41.�•F42 IllCONFORMS TO DESIGN CONCEPT WITH r BM9 17-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 REVISIONS AS SHOWN r.CONFORMS IIv�) aRa BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 ❑ NON-CONFORMING-REVISE AND RESUBMIT BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 `" CO = 4 BM11 14-00-00 5 1/2 X 16 BIG BEAM 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 4 - - IL LL ti 4 WITH THE DESIGN CONCEPT ONLY AND DDES NOT RELIEVE THE `A BM12 12-00-00 3-1/2 X 16 BIG BEAM 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM1O 6-00-00 3-1/2 X 16 BIG BEAM 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 0 OVER THIS SHOP DRAWING. F03 BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 1 By: Arnold R.Solomon Date: December 3,2015 CT ENGINEERING INC co H7 2 " n� LL, m G, N GT N ' BEAM FLUSH WITH TOP ACCESSORIES QTY ®CONFORMSroI"SIGNCONCEPT LL LL LL LL O O OF FLOOR JOISTS AO HIT424 49 CD QSIGN CONCEPT MN 0 0 2X4 DF#2&BTR FOR RIBBON 210' ❑N a c. 'I, 0 i HGUS5.50/12 1 1. , [�'i�. I I I pa�A 1 1 I I N�aFw, . —.— O c MILBRANDT ARCHITECTS .� RF ® I,I I 1.95.3 I I HU412 2 N ID(NI O k _.. . HGUS5.25/10 1 LL LL 3 g ,'r Y F47 F40 F40 F40 41 F45,40 IBMB� FLOOR LOADING IN ,,n LO j N �. MS=BLOCKING 40 LL O ILL 'LL µ, W LL �p RIBS=RIM BOARD BK1 � 15 DL sti �,vl �upi m LL LL LRI REFER TO STRUCTURAL PLAN FOR ADDITIONAL �7 POST TRANSFER BLOCKING r-.? �BM4I �I AND SHEAR BLOCKING REQUIREMENTS. uui D j I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN LLL I . _ Ln I c r e . . _ x 40 I 47 I SHADED HVAC DIAGRAM ON IAYOUT TSA GENERAL GUIDE ONLY. I F40 ceI : LL SLI I I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I MBeapl I ! . , , F47 F40 F40 F42 F44 F40 .III►►��_II_I111 �- - i DO NOT: Loosen,remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacit umber SCALE: 1/4"=1'-0" on 245;36" SHEET & TRUSS COMPANY SHEET 3 OF 3