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Plans (84) 4 /1-t 5 AofG -voi 137‘/,' SW /7S7,-'.'4, ilie ` �=°�- = =R PACIFIC LUMBER COPYRIGHT 21114ROSEBURG FRAMING SYSTEM'- . '�;'„-,"1'"' i These plans and the designs are copyrighted under Federal Law b Pacific Lumber hi-.�` qualify .,nam y Company 2014. QY engineered wood products fatodaysiFfer- r .0 w„- j ' iii The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber /� �' --...„,„;%.- n �� hafs i of other�n Pacific Lumber Company o pan of the p use it these Unauthorized her RIGIDLAMLVL RIGIDRIIVl Company,which retains any _ C a:.,:.` product supplierPacific Lumber ownership is strictly prohibited.ese plans by use other - \C ' IIIA- copying plans,infringes rights under the Copyright Act.Infringes face liabilities that include 3 F f ri L(14'3 aoaseaN�a fpmaisaonuG7a eoaeerw<stbs�rnrDeucrt \�� penalties of hp to 520000 per work Infringed,and$100000 per work Infringed willfully IIM! R. 4 RFPFJOIST 'r i��II • • _ ,, CONTRACTOR NOTES, PESISJd NOTES, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WA5 "'--" "-" 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFrfat.oekHsr�xels KITH sauerlswr,u ABOVE POST LOAD TRAN3PGR PETAL MAIN FLOOR 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA N.7.5. PETS. SCALE:1/4'-1'-O' (UNLESS NOTED OTHERWISE) OF L/460 4)USE CAUTION WHEN CUTTING FOR PLUMBINGFLOOR LOar 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 12psf DEAD LOAD THIS/SA PLACEMENT PLAN ONLY 3Opsf LIVELOADAREAS. This layout is to be used in conjunction with 129sf LIVE L I I START START Architectural/Structural plans.Verify all 12psf DEAD LOAD I I FRAMING FRAMING I I shear wall blocking placement and connectors. ROOFLOADM6r 'PATIO HERE I I Purchaser responsible for approving this 25psf LIVE LOAD I I HERE PATIOI ayout prior to any construction. 1 7psf DEAD LOAD I I I I I - J5- tri fl • -- -- --- --Js- 11 ... 11'-- —J 1--- J 1 4y —.. .. 11 45 Js ...... .:: ...._ .MI5 .. ..-.. .. ....., ... a5 !J!' s Jit __ YI _.. 1.7.-% 'II o ii 14 0 __-_____.___. ._-�5 llll�— O Rt .I1 1V .rt 14 ri O h J2-11 .--_. __n J3-_.. __- __ _. =IL I_ __ _: { 11 rt 11 ____ _11 J2 — 5 ' hr J2 11 ---1t1 .J2fj J2 —- , - - --- j2- 1J 2 -12-141 !- ir I J1 I JB2 - Jt I � PORCHr R, PORCH i IMPORTANT/ L I I REFE NCE INSTALLATION _1 GUIDE R ALL FRAMING PL 14-92 (MAIN) DETAILS AND I- OIST INFORMATION POLYGON SD \ Mrk• Material Width Depth &rade Gtty Gut Lth Tot Lth LEGEND: B 1 RigidLam LVL 1 3/4 I 1/2 1.5E 1 16 16 HO--HANGER GALLOUT B3 RlgidLam LVL 1 3/4 I 1/2 1.5E 2 14 24 ISHEARWALLTABOVE EXCEEDS ONE pa mik B2 RigidLam LVL 1 3/4 9 1/2 1,5E 2 14 24® -SUPPORTING POST R 1 OSB Rim 1 9 1/2 10 16 160 IROW,PROVIDE ADD L BLOCKING ORpJ1 RFPI-20 1 3/4 9 1/2 13 1 2 156 WIDER RIM MATERIAL AS REOD. & TRUSCOMPANY ® -POST LOAD ABOVE J2 RFPI-20 1 3/4 9 1/2 13 20 260 J3 RFPI-201 TO DSIGN CONCcT R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 2 2 4 o 5 -1035 (503)858-9663 1 3/4 1 1/2 3 14 42 lE MNFOR.HS TO C�:IGN CONCEPT WTTH 930 JEAN ROAD LAKE OSWEGO,ORE&ON 9 LB -LVL BLOCKING, J5 RFPI-20 1 3/4 9 1/2 13 30 310 .� -JOIST BLOGKINb JB 1 BLKG RFPI-20 1 3/4 9 1/2 25 3 75 REVES10NF AS SHOWN PLAN DESCRIPTION/NUPOMBER 5D ®InaewaN°uevsnconmr JB2 BLKG 1.75 LVL 0 NON-w^k�OR:M!NG-REVISERt RESUBMIT- J -JOIST CALLOUT 1 3/4 9 1/2 1.5E 6 3 1 S ❑COWMAN* roams n TM_uo pa,.,h:AS E rr PCP z u *crs:w.t - PLAN CUSTOMER: - - 2/25/1 N rev mowixe-ar+aeaata.-area w:Ts'PE P4 Pin PM TLr 'an aJ�h I£ PLAN DATED: 2/25/14 5 -BEAM(FLUSH w/JOIST) Acca•soria• 0 F I, - coetwas ePael;arPi a PT PM SO .ora PEJEVEP Pro Ta HDR -HEADER(BEAM BELOW JOIST) H 1 I THO 1 79 50-or-ITT9.5 4 :atm mom:L Pk OT IF3CITTSa El IF mae x411 c:wu: DESIGNER KAM/L HENDERSON DATE 5/25/14 vttP.MP a-:A SdaiM:. ZE71,p".P.2,.L KPIY ALL Ci iat. BBO-BEAM BY OTHERS - `x"k"`�`""'� 9,- Peal.ruler :ca c.0 9/22/14 Y Todd P Pew 121 e:$ec!.tiSer Ii.2mP MIEBFANDT ARCHITECTS CT ENGINEERING INC PL 1 4-9 2 (MAIN) SHEET: 1 of 1 • POLYGON 513 PL14-92 UP 7/292014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE Products PlotID Length Product Plies Net Qty MI . `_ �� RM1 48-00-00 1"x 14"APA Rim Board [ I ' RM1 40-00-00 1"x 14"APA Rim Board 1 1 J RMI 38-00-00 1"x 14"APA Rim Board 1 1 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 i 111 I 11 RM1 8-00-00 1"x 14"APA Rim Board 1 1 I( RM1 4-00-00 1"x 14"APA Rim Board 1 2 _ Is- RM1 2-00-00 1"x 14"APA Rim Board 1 2 tis�i = ' i o 2 o LL y ,=a � IN BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 — BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I° BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1. .r; _ _,t _o,-4—,'__ _� � BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 t B`�"1' I L ='`t BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 C1 �m° 0 t 1 BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 i am BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ' " • a $ BM8 8 00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � � 7 , �; BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 el FINN �� ',kw, �� }� J ® V ml LL LL :i BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 • LL o� ,a BM5 9-00.00 3-1/2 X 14 BIG BEAM l F BM6 7-00.00 3-1/2 X 14 BIG BEAM• 1 1 o BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 M Bw�_ I : a . tJ"!r . 1q BM11 4-00-00 BBO2 1 1 L-„, II --74.I D; M T, € 1 -A FLOOR LOADINCz il i'111 aMi.amcKIEtOl1RDl 5 DL 14 ACCESSORIES QTY . o TH017140-2 26 .� ,< © I1T14 3 I _ 1� • �" r- ,r- I ''- _'' ' o 1X 14 OSB RIM FOR SHEAR BLOCKING 22' LE- 4c. o ,LL i. a.o IN ' i o ` M s` ^I © HGUS412 1 f Hi a ,u. LL :� LL F- 03 I R=.I ff g '- ' - I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN n O('')' ., I C L.. N REFER TO STRUCTURAL PLAN FOR ADDITIONAL I ;I� POST TRANSFER BLOCKING e ■' .K — :„---_ i & AND SHEAR BLOCKING REQUIREMENTS. _ _— _- = �:r..6.ri.7:__.,_:_i; E— - __ E� N I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I �RM11 - -�-- - - i 0L00R DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA' A WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE _ phiii ROW,PROVIDE ADO_BLOCKING OR I riL g: I _\II WIDER RIM MATERIAL AS RED'D. ❑ CONFORMS TO DESIGNCONCRT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPE WITH REVISIONS AS SHOVE (24x36 SHEET) SCALE: 1/4” = 1'-O" ®`°"""'"'E°"""`E"'"" 0 NON-C'1FORMLNG-REV:SE ARO RS-UBMIT THIS RHE WAIN AU 834 1 001 00 FOE 0 lij1 CON:WY.4CE [].11 -MMv"N f 4E5"NEArt Alio IS 001011 C04CiFi 1f00 J'i 1 Oi ELME 10 pay umber n.,,,,,,,......,,.,,,,6....,.....„nww"v FABNICAYON:Y1SS'OF 0FEIS C1011R FM CEOTWO01:E VS`HE ...rari.,c o.,o®'1pn�oN".Fo,.awm"s CEBIOE 000.AM NEIIMGEME1E 4:L Of vooip MN F..IONTY avows y ',in ¢ c,iw.s :et 1-9. OW WPM CE47A:re err'..E VLIFY N.OSEAEM`E. A*Fult,i :ma NEVES !y: E M.EMt0N Nae:Rptweer 1M,PON &e T R U S S C O M P A N Y B., TON MIL ARCHITECTS CT ENGINEERING INC p r POLYGON SD PL14-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE PIotID Length Product g Plies Net Qty RM1 48-00-00 1"x 14"APA Rim Board 1 1 1111111111111111101111 �wI�� =MS OEM RM1 40-00-00 1"x 14"APA Rim Board 1 1 °li i111 1 RMI 38-00 00 1"x 14"APA Rim Board11 Ani RM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 2 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 ,, o BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IIii _ i'4 BM9 17-00-00 15 RigidLam LVL 1-3/4 x 14 1 1 i 1 ) L iii - - BM10 12-00-00 1.5RigidLamLVL1-3/4x14 1 1 ° o BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 iE uiuii-ai "1" L- BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 "•,-: „--: - - I_ ---R�- BM8 8-00 00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 _i I_ �' BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ii_ma BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 El . igor - BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 —' — ; v.., m `a_. BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 l1IIJ1f ! o LI; r � ' BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 — - .. " . . . ' 1 _ _; Al i BMI1 4-00-00 BBO2 1 1 iIIIIIIiuuii 4l p = -_ FLOORLOADING �d ygyg[5i:wne� 15 DL 40 LL t @ ACCESSORIES QTY L O TH017140-2 26 ' 1 © ITT14 3 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN� - I� REFER TO STRUCTURAL PLAN FOR ADDITIONALPOST TRANSFER BLOCKINGr 4PIF; AND SHEAR BLACKING REQUIREMENTS,■Ii ---11uo--- ram.-=--'? !_ - . _.�=; HVAC DIAGRAM ON _'_ a — 'Ii"3 }ry-- _ —€ $ _ I LAYOUT IS A GENERAL GUIDE ONLY. 1I 1 i--- a-mJl (FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA( � ➢ SHEARYJALLABE OVE EXCEEDS ONE Mil ROW,PROVIDE ADD'L BLOCKING OR I I I ,„„,,,,..,. WIDER RIM MATERIAL AS REOD. , El CONFORMS TD DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CCN FT WITH REVISIONS AS SHOWN IN COMM.TO Dela"w"®r 0 NON-CONFORMING-PNISE PNDRESUBMT (24x36 SHEET) SCALE: 1/4"= 1'-0" Io<a"0o".i:TaaO„a"ca.aFT."" I "mmo THIS 00 DRAMA IO T 91111E96 RR SC!ESSL aEZR/NEx ❑,,,,,,..=,,“,,,,,,,,,u.,,,,e� T:7Y liff BES7SS.'-0001;&07:01 0.S AM 00:200 0 �� !:«'"'""""a""iax w u".wwF 10BSCGPo_rT'IA0.'.r P_SSCY00.11 IY::P W64A0'�00 C F'^£ umber "1"....."�se'v"Qw .ur COONOi:1 rep AYC SPEC. 1NO11 0=01.710:AL meems.m""y srs.:a"a,"nii;ttas+:«nvu:..c CID lifS rep GAa:Si. Mpg-N.MALL TEkiiT 61 CiIECI.^a5. 10, �0040 0." %WU O0 1100 N.Eaton m1.:Sm1m.0 19.nt1 'TRCOMPANY j MILSRANDI ARCHITECTS CT ENGINEERING INC U 8 5 'LEGEND: Pacilic i i_:,a —ss SANITARY SEWER C'ommuJ3it\ —SD STORM DRAIN Desi«n E 'z .1 —W WATER LINE 12564 SW Main Street © • MANHOLE Tigard,OR 97223 IT)503-941-9484 249.7 246.3 z ■ CATCH BASIN DATE: 12/22/2015 0+ STREET LIGHT REVISIONS _ - _ _ - 50.0' _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - _ - 1l - - - - ooQ� EROSION CONTROL :. _ ---0 - ' 'v ' - --- STREET SECTION, SEE Z_ 'r` " ,. 19.84' J I cil CONSTRUCTION DOCUMENTS 1 _ ___ _ _i 1 — 1 _ _30.801: — — — — — I I 1 SETBACK SUMMARY IPATIO I 1; FRONT SETBACK: 12' SIDE SETBACK: 5' II1 I IL 1 j r STREET SIDE SETBACK: 10' , i 92 II 1 - REAR SETBACK: 15' 5.00' 4,802 SF ji 11 I I PORCH SETBACK: 8' N r j ; GARAGE SETBACK: 20' I BUILDING: 5D I I �, i FF=254.6 i I o•' 91 i , 3 I P I I t 1.54 C 0 F I I 1 I /' 1 1 o I I 2 I GARAGE ► e ' �— 5,00' LOT COVERAGE: K. II I II I c I 1 11 1 LOT AREA: 4,802 SF o _ csi0. z��!_ _� PORCH_ — 5 i POLYGON AT o "�' L_-'- J ,1 1 n o 1 BUILDING FOOTPRINT: 1,826 SF WEST RIVER 20.1 1 / -L+- + J. _ _255.5_ _ =15.42'-17 00' ; — COVERED PORCH: 54 SF TERRACE 3 _ _ 4 " WATER METER -���, ���'\ j �L` _ ��-:� CANTILEVER LIVING SPACE: 12 SF cv �1, + ��'� 50.0' =* �,►� i� SIDEWALK 4!' o i� �j jj, ' I COVERED PATIO: 0 SF ,..c2. -6.00. MIN rW', 1ff� �, f ,� N I Wrs irl, ,,I�I�!.J I�n� I. DECK AREA: 0 SF o P V-alL.-;.ZiOirisimial'aiiIii•,•Wiii:difaiiii.v,m/ 'Aft !NNW >,Mi: LOT 92 cn TOTAL COVERAGE: 1,892 SF 0. PLOT PLAN NPArlil LL- Si 39.4 % t PLANT(2) STREET SW 175TH AVE. SANITA' LATERAL SD— TREES: 2"CAL. g n SD SD IMPERVIOUS AREA: 2,579 SF o - KATSURA TREE/ .. _ M CERCIDIPHYLLUM �- , aRM LATERAL - 15 M JAPONICA �� M.��,�1:_ � ; tn=MINIWIT ti I, UIi ffI lii•��S/ ��rAjK„ II ' �— 1 , II v Cirri '7F T iGt-[R® Approv ' Planning lanning POLYGON NORTHWEST (503) 221-1920 Date: 3/2-1 / 16li) C I $ Ei PROJECT NO.: 395-029 0 2 S 1 W6 I n i t I a i s: vw 4 TYPE: CONSTRUCTION CV' SCALE REVIEWED BY: PRE 9 LOT 92 (R-7, LARGE) 10 20 0 POLYGON AT WEST`RIVER TERRACE Z 13743 SW 175TH AVENUE 1INCH=20 FEET