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Plans # PERMIT ADDRESS CLOSED 24 MST2016-00336 17059 SW JEAN LOUISE RD 7b'di 1/1• 25 MST2016-00337 17067 SW JEAN LOUISE RD r 1 26 MST2016-00338 17075 SW JEAN LOUISE RD 15'-51/2' o 13'-6' 27 MST2016-00339 17083 SW JEAN LOUISE RD r I d Z II 1O-3112' 28 MST2016-00340 17091 SW JEAN LOUISE RD 13'-8" H 413 d 7125/ dJ' ��. 11'-21/2' 2'�1 Q 2 r Io -- L I �' I . E Lit ' N— F,L,........„ 1.,. .,....w., �o I N �.•i Of E E E ii >, ="I '1111111111111111ti . .4.ro . EP NUMMI 1 .I Ellin 1111111 us 11 li ti. Jr,.. . ,,, .L. �hil,� � �� ,.�; �� �; i - SFA N HuszaII ii EN 3 4 -x`:12 4 1 1= �IN�\ moi ' ... �, L- ..... _ 2 - 1 = is777111/ L2(6) Cip Ce 0 =6) WV ni CR CO m 11111 67. .._ --, - ve L11 F- .0°19 I I � Z� F0),_,. 0�po �,. • . vS26lir � .,:, x , .,... ...c,... , 1i m I I-DQ co a -¢ wOwaO r. I '{�S �Z� 7zwx °o,�o°Zoza� -ou czwQ .:r a ^4 � � mooo At b gzgw � vwQC� � ' � — Li ji2__.4 _Nur .. Q ;<,:,z‹zoo,„Dz,„z` 11 / 1 / I Mil r. USZ6Iii? i 1 °c o12 12 HU626XHUS2MJ2E_ O N Ch . _., ei,..„ , . La mmit—_,_ , i..0 Zret 4: i ! • Z W W W1[ 1p 'I ,� , P /e 1 / - y 1.•1 1 ka 13 13 18'-71/2' I 1a-0' ii co 19'-1' I 9'-8' I I 9'-0" I 1-. 91-0' I I 18'-71/2' N sa W M E 19'-1" -1X > Q co 3 co 0 J m o o F. ® CONFORMS TO DESIGN CONCEPT X❑ CONFORMS TO DESIGN CONCEPT a v co [11 CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH z 2 a REVISIONS AS SHOWN REVISIONS NOTED Z o o 0 0 NON-CONFORMING-REVISE&RESUBMIT W .E' 0 NON CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE O O WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ii WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 5 2 Q, FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Z o Z CO • DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. By David R Burnett Date 5/4/16 Z Q 1= !V N OJv `• °'ByArnold A. Solomon DateMay 32016 CT ENGINEERING INC MILBRANDT ARCHITECTS o N ff (13 al CtH — 00 -Ljj2 Z -- L' 0 a Ca0- of " PACIFIC LUMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM'" "`°`"'-° -.mn /II ' quality engineered wood products for today's builder• a B1L"°, ',i° i These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. 0u00Lo`r A LL The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber r r=Feo RIGIDLAM'LVL RIGIDRIMr � """a°:�°;, , lil, ro aE.R�"�eewrv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ' °a"awe • G sh.,,.sounsxsL000s ,IV, .- --* , PSRoernu.ia.w.r- product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or aOBfBBRB ipBBAPRODVCIS RQSt'81146 roatsr PQOLue7s - --- _ senR�us nrsen ore�occs copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include --- a ooro Posrr.soar. " � � penalties of up to 420,000 per work infringed,ands 100.000 per work infringed willfully. SII/44*'" -RFPFJOIs ' .,---1,0- ` • ���, Ba IIROFoampaaaBois -W, I � \ CONTRACTOR NOTES: 17E5/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .i2p6'.:"gip;;:'""°-'"°"" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RM.BLOCKING FAweLs WITH SEARING WALL ABOVE POET LOAD TRANSFER DETAIL 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 H.rs. N.rs. 4)USE CAUTION WHEN GUTTING FLOOR LOAD/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 1 2psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 a 16"O.G. 9-1/2 RFPI-20 a 16"0.G. 9-1/2 RFPI-20 a 16"0.G. 9-1/2 RFPI-20 S 16"O.G. shear wall blocking placement and connectors ROOPLOAD/N6: START FRAMING HERE START FRAMING HERE START FRAMING HEREPurchaser responsible for approving this 25psf LIVE LOAD �T 1 . STARTanyconstruction.R1 H R •� ,, t HD 23'j Dx3 I ! ill11. 1 i. ®' , 111 1 II Jt:l••1 I' 1 it H2 1 ILI 1 RI J'I21 I I 11 11 T I" �� 11 1 11 1 I e JF",1 R1 1,1 CONFORMS TO DESIGN CONCEPT °�I1. r I I ) -2 42 -z ❑ CONFORMS TO DESIGN CONCEPT WITH I �) 2 REVISIONS AS SHOWN @ I,� J1 1JI7 .11JhJ1 1 I J1J1 -1 J1 Ji J1 Ji I -- 43.� 1 D-I 2;� __- __._._�3h .�_ ,.�r-- �+D 2 i!' ❑ NON-CONFORMING-REVISE AND RESUBMIT I• - l J 7 ! --__-_ _� - - ---- I - �' 3 JB J 3�� '�J i.__ _ __1 `I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1' it III I� " I� I R# WITH THE GESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 1 I I II -r FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 1 11 2 t ( 2 DESIGN URVAINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY B`IB03�' I' - Al t L ! V I V `T. OVER iHIG SHOP DRAWING, ®LANDING I I1 I II jl $�O_-® LENDIL G By: Arnold R. Solomon Date: April 5, 2016 LEVEL /' 1 1R1 - 11 $i $r I - CT ENGINEERING INC f 3 11 R1 � 11 - R1 I I II F01 R1 I ii '=r`.1 1 2 1II 1 •'1 -1 �' B'T g7 t - e 4 ®� R�.-_ _moi- �# IfIDR2 4 I X❑ CONFORMS TO DESIGN CONCEPT h I 1 ��IlI Jr, CONFORMS TO DESIGN CONCEPT WITH H2 �5 � I I 2 REVISIONS NOTED ❑ NON-CONFORMING-REVISE&RESUBMIT $'i 9�C r rI I 1 1 �� I app T-Y ¶f+;BT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ® ( I® WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE H2 �� II I. FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN • it I I I 2 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF'WHICH HAVE B .. $ B (.}6 gg 42 PRIORITY OVER THIS SHOP DRAWING. 1 41 J1 1 �1 J1 $i B_t_,__ Bt J� J1 J7 4h J1 111 By DavidRBurnett Date 4/6/16 R2 Jl I �7 �11 •I - �2 J J 51 =�.I --tlr I I2 j?,,, a J J��2 .12 1 II 2 J J . 1 11 5l 1 I I II R2 MILBRANDT ARCHITECTS I B, 1 $j 3/1I 1 11 El71' Bill 7 57 .-1P4-9- B Y• Jb J 1 11 1.� J4 I• :I' Jb J 2 I i� 1 !I 1 ' 1 11 f 51'0 • 1 4e41 11, -L. IL--.r D�4 L. 1 ._1 1 - 1 HL'R4 JL L Fri 59 t M�L k--"L57 ---I:- It2 -'yy e • -_3 �k .L�- _ � I II , R 1 uI�I.I� R 1 R 1 .- it i i i RI I r i € _B9 „.Ii . -' 134 .1_t R1 R1 J IJ I H3 \ C-/ PL 1 6-1 23(MAIN) POLYGON FRENCH REVIVAL 4-PLE% 0-5(01,,K-5(0) Mrk a Material Width Depth Grade Qty Gut Lth Tot Lth R1 1.75LVL Rim 1 3/4 9 1/2 1.5E 29 20 580 R2 056 RIm 1 9 1/2 3 16 48 HDR1 BIG BEAM 5 1/2 11 1/0 2.1E 2 20 40 HDR2 Cascade5.L24F-V4 3 1/2 10 1/2 Fb-2400 4 12 48 IMPORTANT./ HORS Cascade 5.L.24F-V4 3 1/2 10 1/2 Fb-2400 4 16 64 HDR4 Cascade5.L24F-V4 3 1/2 9 Fb-2400 2 6 12 REFERENCE INSTALLATION J51 BLKG 1.15 LVL 3/4 9 1/2 1.5E 80 3 240 GUIDE FOR ALL FRAMING B1 RlgidLam LVL 3/4 9 1/2 1.5E 4 4 16 DETAILS AND I-JOIST INFORMATION 52 RigidLam LVL 3/4 9 1/2 1.5E 2 0 16 B3 RigidLam LVL 3/4 9 1/2 1.5E 4 2 8 54 RigidLam LVL 3/4 9 1/2 1.5E 2 10 20 55 RigidLam LVL 3/4 9 1/2 1.5E 2 14 28 LEGEND: 56 BIG BEAM 3 1/2 9 1/2 2.1E 6 4 24IN Apo 57 BIGBEAM 3 1/2 9 1/2 2.1E 14 14 196 MAIN FLOOR JOIST LAYOUT ac' ii F umber 58 BIG BEAM 3 1/2 9 1/2 2.1E B 18 144 H -HANGER GALLOUT 69 BIG BEAM 3 1/2 9 1/2 2.1E 2 B 16 SCALE: 1/4°- i'-O" ® 510 BIG BEAM 3 1/2 9 1/2 2.1E 4 6 24 -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 26 20 520 & TRUSS COMPANY ® .12 RFPI-20 1 3/4 9 1/2 22 10 396 -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 20 22 440 R -RIMBOASO J4 RFPI-20 1 3/4 9 1/2 10 8 BO J5 RFPI-20 1 3/4 9 1/2 8 4 32 10515 SPI ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 2 16 32 JB -JOIST BLOCKING J7 RFPI-20 1 5/a 9 1/2 a 1 2 a0 PLAN: FRENCH REVIVAL 4-PLEX E-5(D),K-5(D) J8 RFPI-20 1 3/4 9 1/2 4 6 24 CUSTOMER: POLYGON J -JOIST CALLOUT AccessoriesPLAN DATED: 2/1 9/1 6 B -BEAM(FLUSH w/J015T) H1 THO 11950-or-ITT9.5 44 HDR -HEADER(BEAM BELOW JOIST) H2 HD410-or-Hua 10 14 DESIGNER: KAM/L HENDERSON DATE: 3/30/1 b H3 HUC01.81/9 4 550-BEAM BY OTHERS PL 1 6- 1 25 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE , : START FRAMING HERE <START FRAMING HERE , <START FRAMING HERE , <START FRAMING HERE 0 0 0 0 0 _'BMW] -_ `_ _- BM61__ BM6 JBM61 RM = K7 - - 'IIIRM1 Milli -r--B- ¢A�=�¢ ----P- ,II RM1 RM1 II c= s RM1 - --.,,r- RM1 - ' _ - _ =" I d ` -a --e.-=� -fir-..... -- } _..-..L = K1 RM1 _ My'li- I� 10M301_ -- 0o I: co CO co OD CO m - � 'o o III a o=-r--11-,,d o} R _ ___-_ -4P1.11 Ilv: v II - 4 0 _u II Il r m o o o1150 0 0 o Il• i r o co o o o o ia'-� i o o I E.' 0 o I 2 o li 2 II ,_ _ A o o { _2 It _- ._II I o ti I ! �o �I LL LL l.L 2 LL 0 1 0 o I. It �1 m I 12-1015Q f-t 4 -a.-'1.1I a 12-1415 II I 2- - L. v 3 -0 III I a n ' mQ M ,, II I ? -- L'El¢LL t o a in m ul A a o blued '6e s ® I� a n ❑ y NI 3- 0 0 UI I v }. .I 2 I + I F14 N FOS b m I. it F05 t F03 _, ;. ,� F11 9 I _ f F03 F03 I o I }.. Y Y : Y F11 0 F03 J. re 1 b F03 i o I Eli m I .i P i M 4 F03 irx 4 m I 1— I F03 • F11 F03 Fns s I' F06 II I III IL. �I. 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F02 iORM1� RM1 SAI • BM24 1 i o I BM24 __I F11 - o F02 E 1 F01 I� - � tf R=,----- �� 1-03-00 BM24 `} !; RM1�'I F01 Id�RM1� a 0 mi RM1 1m m IRM1I m — IRM1I re i0 RM1 12 0 i >: HA 0 ® CONFORMS TO DESIGN CONCEPT is g w g 3 5 ❑ CONFORMS TO DESIGN CONCEPT WITH a QX CONFORMS TO DESIGN CONCEPT i a s4 a 0 REVISIONS AS SHOWN 2 1-1 CONFORMS TO DESIGN CONCEPT WITH ce 2 W oce rn o a z REVISIONS NOTED 111 Q NON-CONFORMING-REVISE AND RESUBMIT 3 a 3 THIS SHOP DATING HAT BEEN REVIEWED FOR GENERAL CONFORMANCE O ❑ NON-CONFORMING—REVISE&RESUBMIT B- 0 I- O I O RISH THE DES GB CONCEPT ONLY AND DOES NOT RELIEVE THE m THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ID (.0OR FABRICATOR IVENDOR OF AESPONGIBILIIY FOR CONFORMANCE PITH THE eva WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE y DESIGN DRAWINGS AND SPECIFICATIONS ALL IF WHICH HAVE PRIORITY V FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN "' OVER THIS SHOP DRAWING. DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING, By: Frnola A.Solomon Date:Hav 2,2016 By David R Burnett Date 5/4/16 CT ENGINEERING INC MILBRANDT ARCHITECTS — _ T Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-314 X 20 LVL 1 5 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 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-5(B)&K-5(B)RIVER TERRACE LOTS 24-28 IALL BEAMS AND CONNECTORS PER ENGINEER BK1 12-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING Pacifi BK1=BLOCKING BK1 11-00-00 1-3/4 X 20 LVL 1 5 PL16-184 UPPER 40 LL BM30 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RIM BOARD 15DL COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR TRUSS RM1 10-00-00 1-3/4 X 20 LVL 1 7 4/29/2016 ADDITIONAL 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 _ BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I RM1 4-00-00 1-3/4 X 20 LVL 1 3 ACCESSORIES QTY '�� =` Fit BM24 4-00-00 1-3/4 X 20 LVL 2 6 FLOOR DESIGNED TO MEET OR EXCEED L/460 DEFLECTION CRITERIA I _� RM1I 3-00-00 1-3/4 X 20 LVL 1 4 HIT420 Bs SHEET 2 OF 2 _ RM1 2-00-00 1-3/4 X 20 LVL 1 20 RM1 1-00-00 1-3/4X20 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. PACIFIC LUMBER COPYRIGHT2�IG ROSEBURG FRAMING SYSTEM'" �° ,., .,.•^ ,I� ' quality engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI DRI M" w.,.° qea"'"°' $ouv DLOGK ALL Up,. °°`"an°" POSTS FROM ABovE .M.'",.;e;,, ,I rO BDAR�w DeLorv. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,rt^":moo . nsr.uROMABOLocKs 11, ;"•:,•.w1• Allh`III DDR oETSOVASN:a.rvArc» product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or eosmeartm+FOREST PRODUCTS ROSEBURG FOREST PRODUCTS �/ copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \� BELO.TO POST ABOVE. penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. •004 O RFPI-JOIST .,, � ��= ����� aasauacroatsrnaooucls gt,„^,,,,,,", CONTRACTOR NOTES: DES/6N NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ,,,,,,,,d` °`R"wp„"„ "°°""°°°^' 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFFilkocKiNe PANELS PITH BEARING PALL ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 rv.r o. nrs. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALLS SLEEP/N6 AREAS: THIS/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.verify all 4-1/2 RFPI-20 0 16"O.G. 4-1/2 RFPI-20 0 1 6"O.G. 4-1/2 RFPI-20 0 16"O.G. .1-1/2 RFPI-20 01 6"O.G. 9-1/2 RFPI-20 S 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 c le for coon. ng this 11psf DEADEE LOADOD ......_------------R-1- ---------._..._. R1 ra- R1 _ R 1 -II i Ham,-31 /�I II 1-14 -2:'[I i. Ii�,.� LL ::-.-. I-•-__-pi-•---_= --I i-3 - -- �DR3_ l y u prior toany construction. 1 p f ' I II / a o rc -r s sill. I® 1li mil -__ -- j II j �IS�1 11 7I! Ij II j j �I ® CONFORMS TO DESIGN CONCEPT PI, I II it II F S ® CONFORMS TO DESIGN CONCEPT WITH • R1 JEll1 ii 1 II I L' N2 61 j j BJ 1 Ri REVISIONS AS SHOWN ❑ NDN-CONFORMING-REVISE AND RESUBMIT F ii 1I I 1 II il I THIS SHOP DPAVIING HAS BEEN REVIEWED FOR GENERAL CDNFDAk14HCE il 2 1 r IlITH THE DESIGN CDNCEPT ONLY AND DOES NOT RELIEVE THE E3 1 J11 1 .Ili I I 1 it itI` IIP , I1 .�1 J1 1 J1 -I;;+-14E1:1 r,"� DVEAGTHISASHENOP DAADF AESPDNSIBILITY FOR CDNFDRkWNCE WITH THE . III D11 In D I FAD TDAIVE DDA D SPECIFICATIDNS ALL OF fAICH RAVE PAIDAITY 111111 ! AICA N L._ _ J 2 -c 1E-BEi-,-2,---•- jf--. ,. .:...1= c cl =="-I 1.-- INC. G �2 l il 11 J3-11 J3 J3 JIII J3.f�3 J 1.. �1 = __ } _. J� By: .Arnold R,SolomonDate:llav 2,2016 ( _ 3 1 I CT ENGINEERING INC ® I I 1 X❑CONFORMS TTO DDESIGN CONCEPT es 1j II CP LANDING B1;0 i1 I' B 1 II 6 1 REVIS ONS NOTEDSIGN CONCEPT WITH A 2-1-• 'III it B 1; 0��p LANDING ❑ LEVEL .5 1 1 Ni ,1 _ IR 1 I LEVEL ❑ NON-CONFORMING REVISE&RESUBMIT ill t.. 1 ,j -+I R 1 R 1 _ -I 1 _ 1 1 II `$ THIS H DRAWING HAS BEEN REVI ti p OR GENERAL CONFOPMANCE g1 - _�- - -- I I R,1 1 - 11 - -�� -- -- BT T.�' ESIGN WITH cDRWE CONCEPT ONG. AND DOES NOT BELIEVE THE I ii _I I AGAIN RSCEDl IC OF ae NSI ELI FOR E CO's LL OE WITH DESIGN HAVE • i GID IN 5 SPECI ICA NS,Al. APPLICABLE CODEo,ALL Of WHICH HAVE 1 • 11 -- ( PRIORITY OVER THIS HOP p24WIYG. 1 .-_ - ,:� --- .I®..5' III 1 1'1 RE2 R.2 21 D..2 F . � 1 I iI ``I By David R Burnett Date 5/4/16 ® 1 I �' il -I ._�L I li � 2 ��;/�2 MILBRANDT ARCHITECTS �, _„ B1,L I 131 1 II ii H2 II ,�I� �! B6 8 $ B IIFaB B8I I !i ',. L� 1 JI1 1 1'. II Jbg � E3 Ba f` ga -iz ,I R2 JI• 1' .j II J2 ., J2 Jl `R. �B B1--�,1r L /2 • 51'1I' jB11 11L I �i I ;I B.., d .1 1 B11 .. - �.-.. jj_ I I R1. 1 , 11 R1 R1 .=I�I••IMMI R1 R1 :I'111111101.11111. 1 IR1 ' �I B. Icy H2 1 ; II I = R1 R1 R1 I1I �} d 2 J ❑ H3 ❑ E ❑ C❑ ❑ PL 1 b-1 84(MAIN) POLYGON AMER.MODERN 5.-F1-EX E-S(3),1.-s(8)RIPER TER.LOTS 24-2e Mrk• Material Width Depth Grade qty Gut Lth Tot Lth R1 1.15LVL Rim 1 3/4 9 1/2 1.5E 38 20 160 R2 056 Rim 1 9 1/2 3 16 48 HDR1 BIG BEAM 5 1/2 11 1/5 2.1E 2 20 40 HDR2 Cascade 5.L 24E-V4 3 1/2 10 1/2 Fb-2400 6 12 12 IMPORTANT? HDR3 Cascade 5.L 24F-V4 3 1/2 10 1/2 F12-2400 s 16 80 REFERENCE INSTALLATION 251 BLKG 1.15 LVL 1 5/4 9 1/2 1.5E 94 3 282 GUIDE FOR ALL FRAMING 61 RlgidLam LVL 1 3/4 9 1/2 1.5E 6 4 24 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 8 16 DETAILS AND I-JOIST INFORMATION 53 RIgidLam LVL 1 3/4 9 1/2 1.5E 4 2 8 54 RiOIdLam LVL 1 3/4 9 1/2 1.5E 2 10 20 55 RiglALam LVL 1 3/4 9 1/2 1.5E 3 14 42 LEGEND: 56 BIG BEAM 3 1/2 9 1/2 2.1E 6 4 24 61 GIG BEAM 3 1/2 9 1/2 2.1E 14 14 196 Pacifi umber 58 BIG BEAM 5 1/2 9 1/2 2.1E 12 18 216 MAIN FLOOR JOIST LAYOUT 0._.HANGER GALLOUT 59 BIG BEAM 3 1/2 9 1/2 2.1E 2 8 16 ® BIO BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 SCALE: 1/4"=1'-0" ® -SUPPORTING POST 511 BIG BEAM 3 1/2 9 1/2 2.1E 2 12 24 & TRUSS J1 RFPI-20 1 3/4 9 1/2 26 20 520 COMPANY =POST LOAD ABOVE 12 RFPI-20 1 3/4 9 1/2 29 18 522 R =RIMBOARD .13 RFPI-20 1 3/4 9 1/2 25 22 616 J4 RFPI-20 1 3/4 9 1/2 13 8 104 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)855-4663 LB =LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 10 4 40 46 RFPI-20 1 3/4 9 1/2 3 16 45 PLAN: AMER.MODERN RT.5-FLEX E-5(B),K-5(13)LOTS 24-28 J5 -JOIST BLOCKING 21 RFPI-20 1 3/4 9 1/2 4 12 45 CUSTOMER: POLYGON J -JOIST CALLOUT 28 RFPI-20 1 3/4 9 1/2 4 6 24 PLAN DATED: 4/27/1 6 B =BEAM(FLUSH w/JOIST) Accessories H1 THO 11950-or-1779.5 51 DESIGNER: KAM/L.HENOER5ON DATE: 4/29/1 6 NOR -HEADER(BEAM BELOW JOIST) H2 1-11,410-or-HUa 10 14 5130=BEAM BY OTHERS H3 HUG01.81/9 4 PL 1 6- 1 8 4 (MAIN) SHEET: 1 of 2