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Plans (350) MST2017-00459 13293 SW 169T", LOT 9 11 J M5T2017-00460 13285 SW 169T", LOT 10 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS MST2017-00461 13273 SW 169T", LOT 11 11 MST2017-00462 13259 SW 169TH, LOT 12 `� MST2017-00463 13247 SW 169TH, LOT 13 START FRAMING HERE > t!START FRAMING HERE > <START FRAMING HERE 5, O START FRAMING HERE > <START FRAMING HERE C 0 0 0 0 IBM30 IBM61 �BM6� _ _ BM6� _ __�BM30� �� I it M1 T-� IRM11 RM1 u` a K17 �►' RM1 [FM1 IF v RM1I RM1 II r —1.B �— serr IRM I -----40-1-====,=6_,---,o,-.-- ,-1---II l'> 11- _ -JIB=a_ -.4--._-4-=.4=111-- (p - 1L xi— II -7`-ti._�s -'°==11._ IL 1 -'_ - -- - 1- c,-"- -110 m O w v-�=o Wtr II---- - - - - IIm_J - - 11 9 i � LL o o o LL =II u g II n 12-.J_1 ra(a� Il I I�II A 12-1 IIS III - - :-.]A M S I co o co40C®o I�Oi 0 0 ye�I v 1 X13 11-0C m J n n n ° i o c 15n m m�l 12 2-15®1 cQ w 11 II NI a ,I1 Ir II m S III II— I a a F05 o ..... .. ° F05 r 1 �, ^e F03 }I F03 'i F03 Y o F03 }I • _o D ma d 2EI F03 9 F03 i- 9 P ° m ,, 9 I F03 1,,,. F03 1 F07 1 ,1 { F06 s k— dl ^ Ib ® dl V F06 P I II 1 ° F03 I--r ,'. F03 JRM1 I` F04 �I IF (g)i i\6�i it 0 1�RM1I F04 NI 0 _ f I LJ. . m F04 r r co F04 �ro RM1I RM1 F04 N °11 IIIA _ I 2 FN IIP a D 411 r�si m F04 1 � b V \ ' 3 FO3 m--1>8( 4O Im co_ID _ 4O et F03 61 t si I q 1 F03 �� II I. Y m II F03 L_ �� y� 6111 — IIF cc o-- all �� E '�t7I II IIII 11 Y CI F03wm ® 1"1 11 P L —3—.3 F03 di L_° oq 'iJ I, 1111 l III III I F03 d iii I �_� JBM2�_� 1 J I l _�BM2�� g F03 +IIE cC F03 9 4 —e L� ,i H d b L� 4 F03LDp_E, RM1 F02 ® D D , F02 91RM11 Ell A D0 D_ IIIA A �I F02 �' 2 - A A A g F02 A 'I F02 A 4 11 Y w w m � 1 F02 y m A b ® e. D d —I F02 d 1 ! F02 i F02 ® s F02 1 i F02 I[ Ift I F02 �RM11r URM1 -- �_ 1-613-0, 1 e3-00 BM24 .m •M1 RM1 -- W� �BM24I 1 13-0i ' RM1 V I )RM11 La Fa/ II— .,� �m s II F01 I11� y0 L1 12 ce M cC 1RM1I cc cc RM1 cC g) ..1.2] 6 IY IRM1I W _ ct IRM1I ® CONFORMS TO DESIGN CONCEPT a ° Q o ce 61 0 61 0 ❑ CONFORMS TO DESIGN CONCEPT WITH N o Yan o N o N o REVISIONS AS SHOWN D: LL re LL z u- ❑ NON-CONFORMING-REVISE AND RESUBMIT - THIB SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFDANAVCE Q amsrooa NcoNcaer""" Q W Q = Q y WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE "0,'00000 Gea FABRICATOR/VENDOR OF RESPONSIBILITY FDA CONFORRANCE WITH THE ❑ '�eM�'w-a aa,uwemrt "� tO DESIGN OPMINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. e, s�,f mo.„,.� By: Arnold R.Solomon Date:One 2.2017 �"."'`� Deb W6/11 CT ENGINEERING INC MILBRANDT ARCHITECTS -+- Products JOIST WITH RIM PIotID Length Product Plies Net Qty 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 13 ALL BEAMS AND CONNECTORS PER ENGINEER BM1 14-00-00 1-3/4 X 20 LVL 2 2 AMER!MOD 5-PLEX E-6(B)&K-6(B)AREA 3 LOTS 9-13 FLOOR LOADING' - BM23 14-00-00 1-3/4X20LVL 2 4 Patau umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 BK1=BLOCKING40 LL BK1 11-00-00 1-3/4 X 20 LVL 1 5 PL17-182 UPPER RM1=RIM BOARD 15DL COMPANY BM30 11-00-00 1-3/4 X 20 LVL 2 4 & T R U S S BK1 10-00-00 1-3/4 X 20 LVL 1 3 5/24/2017 REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER RMI 10-00-00 1-3/4X20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 6 RMI 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ BM2 5-00-00 1-3/4 X 20 LVL 1 1 __ _ BM21 5-00-00 1-3/4 X 20 LVL 1 1 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I II, . ACCESSORIES QTY — .Al .--11 -I—`� BM3 5-00-00 1-3/4 X 20 LVL 2 2 f FLOOR DESIGNED TO MEET OR EXCEED L/460 DEFLECTION CRITERIA I L- =_=� I BM4 5-00-00 1-3/4 X 20 LVL 2 18 BM2 4-00-00 1-3/4 X 20 LVL 1 4 A HIT420 86 SHEET 2 OF 2 BM4 4-00-00 1-3/4 X 20 LVL 1 1 RM1 4-00-00 1-3/4 X 20 LVL 1 3 1-3/4 x 20 LVL BLOCKING 70' - DO NOT: BM24 4-00-00 1-3/4 X 20 LVL 2 4 BM5 4-00-00 1-3/4 X 20 LVL 2 2 Loosen,remove,cut or notch RM1 3-00.00 1-3/4X20 LVL 1 4 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. RM1 2-00-00 1-3/4X20 LVL 1 20 RMI 1-00-00 1-3/4 X 20 LVL 1 6 ROSEBURG FRAMING SYSTEM'" .„„ ,- „,„ PACIFIC LUMBER COPYRIGHT 2017 LNa,wG. t.1 quality engineered wood products for today's builder ,. These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2011. 501.112 151.C7C.M111 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber•a^• ,I/ I' ��i Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM-LVL RI GI D RI M- 1 ,i„„` , E product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSEBURG FOREST macsooI3 ROSfBIIRC-roJlFsrpcooucls 'V,/.,- ---`(Ili Ba-on To POST ABOVE. penalteoff upt s520lanD I00 per wortsunderthecopyrightAct.efringesnacn ed wiiiesthat include i ►/ \� i penalties of to S20A00 per work infringed,and 4100.000 per work infringed willfullµ IIM!! "� RFPI ROSEBURG JOIST '="''.7- TTOGOUGES I,/ III ■, GONTRAGTOR NOTES: PEs/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS r..wr.-R.u:.•.a 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,,=; „°""",".:,,,""°"„„,*"""'"a¢'"° (UNLESS NOTED OTHERWISE) EXCEED THE LIVE 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI-BLOGKNG PANELS WITH BEARING r1ALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 RTS. t1T.5. 4)USE CAUTION WHEN GUTTING FLOORLOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEP/N6 AREAS: • THIS IS A PLACEMENT PLAN ONLY 30psf LIVE LOAD This layout is to be used in conjunction with i2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOPLOAD/N6: - 9-1/2 RFPI-20 to 1 6"O.G. 9-1/2 RFPI-20 e 1 6"O.G. 9-1/2 RFPI-20 @ 1 b"O.G. 9-1/2 RFPI-20 e 1 6"O.G. 9-1/2 RFPI-20 e 1 6"O.G. Purchaser responsible for approving this 25psf LIVE LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE ayout prior to any construction. 1 1psf DEAD LOAD r 3 • n R1�,y t t J 3\ t 5 f R1N e n 1 S n" m'1 1 1 ti i r i 1 i . 154 e e , n us E t 1 1 Rt ® CONFORMS TO DESIGN CONCEPT R1 ( 43 1 3 J0 R1 ❑ CONFORMS TO DESIGN CONCEPT WITH 411., REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT 4 , 1, THIS SHOP DIMING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE R1 4 -3 - _3 .3 _3 -8 _3 _9 .,3 a -5 -3 -5 -5 .3 .3 _ _3 B R1 - WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 3 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE NI111 THE i .a _i _t i _ _i _-- DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY KII _ OVER THIS SHOP DRAWING. R1 �. 3 By: Arnoltl A.Solo.onDate:June 2.2017 r . .-., a-.B. 1 r i , A 3 5 i t C ft1 CT ENGINEERING INC ®W Rt M NDi1.J¢1 ( } _1 .1 _i .1 .i 1 -_.1F - }_-THDR9 HDR9 HD�9 i • -i-i+f-q�'- _ .i -} .1 .1 J .i .i _i .i _i f .1 _1 .i .i .rt 11 _1 11DR1 R1 ®CONFIRMS TO DESIGN CONCERT InF. R2 QLD ❑nt 4 TO NO CrION CONCEPT wrtN NON-CONFORMING-RE,..ISS 8.RESUBMIT 11 tit p` -,..11...--,A u__ .._.)tom u $ m 3 ❑ `' xQ <co- 4 awR D,- SAM ..t-i. I -� 1 R1 RIF ^.� �- MILBRANDT ARCHITECTS -. IF1 R1 i1 Rt Cl R1 11%- B. .n .5 R1 R1 R1 i1 JS a �P R2 f>Q _ _ F. sI 19.2 I R2 _ - ... , , ili E L -i JB1 J`e'1 ,HOP "i E P rd 4 -6 _.9 _y ~ 3 IYJR-r L -.. e HG¢3 ly .' 'JB 17 IDT I t a _S5 -:'"'S't' SND 1 @I} .1' __ 1�1 W i fI t J G l I J V`--'-11 �� fir i ,i ,F,,,,„ @ , .. 1 ID 61 ,I, _Tr ...---e-li� 1 y - -r lF '1 .3 _3 .9 _9 .9 .F i@3 15 3 _3 _3 _3 _9 _3 q4 Bfi9 bW 1 _3 _9 _9 _3 _3 _N -q B B4 B1 B1 9r f0 9 •T Si a} P I I II. l 01 _4 b, }z z _z _ j z _z _ R2 Ir a I' it R2.-_ �' r li.i I 1 R2 Jb � i. I 3 `3 aR2 _ I� _=-.._._ HIdR9 i • .J, i1 SI N 3 1 N)R3 :I Fr. sF�Tr�...Jl A. v 910 H•.2 Rt IA R1 Rt �5::.... 'I R1 G- __... ae �..� R1 ~ H 2 " 310 II III" .9 lA II 2 (10=_._-:-..__._-.7-__. PL 1 7-182(MAIN) ERT AREA 9 LOTS 9-19 POLYGON AMER.MOO.5-FLEX E-6(13)5-5(8) Mrk a Materiel Width Depth Grade My Gut Lth Tot Lth R1 1./5 LVL Rim 1 5/4 9 1/2 1.5E 39 20 100 R2 05B Rim 1 9 1/2 5 15 90 HOR1 BIGBEAM 5 1/2 11 1/0 2.1E 4 16 64 IMPORTANT! HDR2 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 2 14 20 HORS Cascade 5.L24F-V4 3 1/2 10 1/2 Fb-2400 9 12 108 , REFERENGE INSTALLATION 131 RigidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 B 53 RigidLam LVL 1 3/4 9 1/2 1.5E 5 10 50 DETAILS AND I-JOIST INFORMATION B4 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 55 RigidLam LVL 1 3/4 , 9 1/2 1.5E 3 12 36 B6 BIG BEAM 3 1/2 9 1/2 2.1E 1 4 28 , LEGEND: BT BIG BEAM 3 1/2 9 1/2 2.1E 22 14 308 B8 BIG BEAM 3 1/2 9 1/2 2.1E 2 56 32 MAIN FLOOR JOIST LAYOUT B9 BIG BEAM 3 1/2 9 1/2 2.5E 2 SCALE: 1/4"-1'-O" PaCIFIllinitlerm. OH --HANGER GALLOUT 510 RigldLam LVL 3/4 9 1/2 1.5E 2 a 8 1166 JB1 131-KG 1./51-V1- 3/4 9 5/2 1.5E 118 3 354 ® -SUPPORTING POST J1 RFPI-20 J2 RFP-20 3/4 9 1/2 3/4 9 1/2 9 18 11 B 162 88 & TRUSS COMPANY ® -POST LOAD ABOVE J3 KEPI-20 3/4 9 1/2 36 14 504 J4 RFPI-20 3/4 9 1/2 2 10 20 R -RIMBO ARD J5 RFPI-20 3/4 9 1/2 4 lb 64 105 15 51N ALLEN BLVD BEAVERTON.OREGON 9'7005 (503)858-9663 LB -LVL BLOCKING J6 RFPI-20 3/4 9 1/2 12 28 536 JT RFPI-20 3/4 9 1/2 26 26 6/6 PLAN: RIVER TERR AREA AMER MOD.9-FLEX L01-539-43 E-6(9)5-6(9) JB -JOIST BLOCKING JS RFPI-20 3/4 9 1/2 10 4 40 CUSTOMER: POLYGON J9 RFPI-20 3/4 9 1/2 5 12 60 J -JOIST GALLOUT PLAN DATED: 3/25/1 b 5 -BEAM(FLUSH W/JOIST) Acceeaoriee H5 TH01/950-or-ITT9.5 44 DESIGNER: KAM/LHENDERSON DATE: 4/21/1-1 HDR -HEADER(BEAM BELOW JOIST) 1-12 HUG01.01/9 4 H3 Hua to 1 BOO-BEAM BY OTHERS PL 1 7- 1 3 6 (MAIN) SHEET: 1 of 2 0_,-T r,2E'glA El LIZ . •• _.,.,.cp 20',-8 3/4" V) —" --" 71-6" -1 - ..53s2.8-.A-- . 5 . .__. 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ID CONFORMS TO DESIGN CONCEPT D CONFORMS TO DESIGN CONCEPT WITH - 5' 9,1 REVISIONS NOTED 1:1 NON-CONFORMING-REVISE&RESUBMIT 201-10 1/4" THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 ...i FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH RAVE SHOP DRAWING PRIORITY OVER THIS ByAlexia Date 6/6/17 MILBRANDT ARCHITECTS rig Copyright Compul tus inc.2006 BUILDER ISSUE DATE, ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 05/24/17 PLACEMENT ONLYREFER TO TRUSS CALCUIATIONS AND eRatECT TITLE' REVISION-1 ENGINEERED STRUCTURAL DRAWINGS FOR ALL FURTHER - ERT AREA 3 LOTS 9-13 INFORMATION.BUILDING DESIGNER/ENGINEER oF RECORD PLAN' DRAWN SY REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING AMERICAN 5 PLEX / ERT LOTS CMCKED SY: , DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL COMPANY DELIVERY LOCATION. SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. & TRUSS LOTS 9-13 0.144"- 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.