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Plans (37) ______ ,z(41 c_2_527ci72so ,./ .-so..,(-211/2c, 0), -,..„ \ 1 . .. 6.00'. 1 I , 1 , s 1 ' '' , .4. r- 1 r_. : LEGEND: Pat: ric -,„-, .„,„ •./ s \ PUE \ i 1 ; 1 , , , 1 —ss-- SANITARY SEWER .-s,.... ' to , i I 1 Com mu m h. N.,,- 1 i 1,..-- 0, 1 —--:3D- STORM DRAIN s.., \ -I ------j— 111. I I l' , — — WATER LINE . on LIt.,'.-,),,,,,, pi, 478.0 .,, ' , x\, ' \ .‘,. \ s;.‘„, ->z N ....-----. I , 12564 SW Main Street \ ....--•-"Vt::/ ,\ , 102.0' --------- ----- ..------"."------------ P.. I I I I ,.:4-, * MANHOLE Tigard.,OR 97'223 to f 1 a ..c ,4 :,...., .468--.\ \i, \ -c..x-x-x-D;e±/1-x-x-xx-xmx .x-.)7 . Datitcpcx---cx---xsxm , 4, , N x ' IL______,_ ' P i 1 • I. ITI 503-941-9484 I tka ' i CATCH BASIN \ 469.3 \\.\\\Iit -I'l / , 3/14/2006 , 22.87/ 14.91' .," o I / 11/4 f. I 10: Li' *, .Tr2!..-_-* STREET LIGHT iit's \\ 't\\‘ i REVISIoNS N \ \ ,,,\ 7 STRAW WATTLE PERIMETER',.' NO. DATE OESCMPTiON \ / EROSION CONTROL \ , ,. / I / ! I --- • I , 0 """ SANITARY LATERAL „ ,,,, \1\ Ilk 7 L i of , r tv ---- 3832' --•*1 I' 5 00' 74 i i i, . RECEIVED t; . ,.,,, \ 7---- ;so, 4.. i,„ , , , , , il I ___ _ (...) 2 .. Ira ,,,,,, fic L \ 0. \t, \ f ' ira44, 2/ 7,344 I !1 SETBACK SUMMARY 0. ,4142 --- \ , , 'A ‘ r , FRONT SETBACK* 20' , STORM LATERAL \ - Alii ' „,...„:\\:,,,,\,\,.. „z\ . \\5: ,„ \\,. , ,,,, ‘,sy lir\ I i 1 / i I 1 t , SIDE SET13ACK: 5' MAR -23 2016 < 0 V , , BUILDING: 1AR 1 C 1 , STREET SIDE SETBACK: 15' i \ ` '-'s :• ‘,`,1\!,, \ / \ FF-484.5 1 111 I 1 CITY OF TIGARD ./". i / : , 1 01 REAR SETBACK: 15' I I I, r , I I \ / i I tt i / I :1 I —4 CITY OF TIGARD i , mr\ \ , . \ , , \ VI \\\\ ,,!., \ \ <\ : / I to GARA4E : ti 1 L I *FRONT SETBACK MODIFICATION TO FACE OF' BUILDING REQUESTED UNDER TYPE I PLANNING/ENGINEERING Approved by Plannin ____ -,--.-;' -, , '''' N k\ ,,, \! \ ,N :i \ / : \ i / i ,, I ADJUSTMENT. SETBACK TO BE MODIFIED BY 25% ilECEIVEE) Date: 3 1 ( ----14 `—' , c,-, , ,---ristii.,,, k , /,,I ii ,,.: ,, - ,,,,---. 1 , / \ , ,\,. ,,,,, y, ,-,!--1,,,i' :: f - \ ,. / 0. , ,,ii, ,?, , _ ).......:\ , , , // / , / , 1 ', 1 1 ,, 1 ' / I TO 15-FEET. FRONT GARAGE SETBACK TO REMAIN AT 20-FEET. 'nitials: , i \ 1 , MAR 3 1 2 016 4'' 1 i '/ • /A *k. /\ ' - .' \ / / `,, \ A \ -V LORCH r 1 •-------1's- ,.. /` 9 SIDEWALK \,., \\Z` ' , --..'! / ----*:"'i / 5 Iii 1.I' 1 \ ..--- \ 1\ \ /,,>,,,,--\\-\\10 \ / ,.., /; CITY OTAD . , i,„ , . / 0 — -- / BUILDING DIVISION! (.1-- r PLANT(3)STREET „' -Nrpr\ , 15 do. N 28 27' If) I ' . \ • a ',. TREE: r CAL. ' \i/: \ \ --Th \ s,\,‘ \ ...\--!,- \\ ,/ ' \ ,<\ / I ' LOT COVERAGE: GOLDENRAIN TREE / ' \ '''\ 3 / I 04 ..,.. KOELREUTERIA '111'. - st \ WATE-1-2,METER_\ /7/\>:-\I:ii, \\liraz.„ 1 LOT AREA: 7,344 SF -1--- ..-* _,. , .,.. \ - PAN \ ___,Atir , /1 aix..1' \ \ , •"\ \ N'' ' ... \ / I POLYGON AT \ 1 \ \\ k\ , 7 ,,.-"' -'.\ '' \\ .'''. ../V\ 1 0 ./ t '\ -• ' , '.." ' ; i BUILDING FOOTPRINT: 1,502 SF BULL . I ,,,, Q.) \ \N \ \.\\k ‘\ "","\ \„AN\\ 'C'.>4,-.\--:_.--415"--.-- ',sec. \\. :;\-,1‘ 7.` `, I:\\/ /I il ‘ * ,--- \ \, ' \\ \ \-. ic‘ /\ ,1,-- COVERED PORCH: 36 SF MOUNTAIN / .4.,i , v \ \ '-, \-, ----•.\-\\:\ f"-- '',.\ N .74 CANTILEVER UVING SPACE: 8 SF I ' vV. ;z11"- .,,,,,/,/ \\i,,.., \s" ,\5r4 / \ \\\\•<s4ANci,s, 4*N ..,,. 'i 486 COVERED PATIO: 0 SF , ',„„„,..,: ,..---, ,,,..---\ 1 •, \ s'" ,,,I \\ N...." '''s• iii 1h 1 7 \:\ \ - • ..,, DECK AREA: 0 SF LOT 74 • //. , - ,' , 1 \ ' \\,\-‘ - ,,,:\ TOTAL COVERAGE 1,546 SF \ \ . .... , ,... \ ____.7,,,\ \ s , PLOT PLAN 0.. e) / \ \4, • , , , ----, .- PLANT(2)STREET 4° - -,,,,.' \ ,..-„ / NN\ .,.,-17/-"i '''.g48'6.2-L---".'\ 21.1 ") ......./ .... „,-, , . 7":,..Y \ \ OOLDENRAIN TREE / NL, \ / ---/if). ---,,,,,_ / --------\ gs. P',.=•:,„ 7 '"*„,...., ,' ..T-- _c 7 IMPERVIOUS AREA: 2,519 7 -..., .... <'--,..., i ....- 0 . _7 ,- 1,,, i ",\ /---os '-`• '' , ', .--,„,---'-' 'Ns, ,- - 0 . / \ \ \\ \ , i' ------- '-----, 7 s, , OS,.2\ \ \ 3 . / 'r\ \ n N. \ \N \ 1 'N i3 v \ -4- / \ /N, \ ../„...‘„ / / . . \e/'/-,, ‘..• -,„„),„ / N, -_,_ \\."Y‘-',., 'Y, ,,, -I. F -.; Cr> POLYGON NORTHWEST (503) 221-1920 PROJECT NO.: 395-03i g 2S11/118 TYPE: CONSTRUCTION I VIII P REVIEWED BY: PRE (7, LOT 74 (R-4.5, LARGE) io c., POLYGON AT BULL MOUNTAIN 1 INCH=20 FEET 15227 SW SEINE DRIVE i PACIFlCWMBERCOPYRIGHT2014 ROSEBURG FRAMING SYSTEM" " " - 4,11/ p * I' ' Theseplans and the designs are o quality engineered wood products fortodavt builder- . -.- «-�+ g pyrighted under Federal Law by Pacific Lumber Company 2014. si,;,,,,,,,,,,,,,,,..., _ The lens not be re-used or c ied in .:.... p may op whole or part.without written thespermission from Pacific Lumber RIGIDIAM LUL- RIG(DR!M ;=.7,..—erg ne Company.which retains copyrights to,and ownership of the lane Use of these plans b an other - M , III p P p y y 011.-.., ; MR OE say.exe�C.N product supplier other than gesPacificrights Lumber Company is strictly prohibited.Unauthorized use a Pers crrn� wrc« copying of these plans,infra s under the Copyright Act.Infringes face liabilities that include SEL011 TO py 9 o nPeyi9 mess aos�ecsaG MAW¢nsfa FORM nsanrters `��--- erwnra.as rsass penalties p o x20,000 per work infringed,and 5100,00 p work infringed willfully. - -- / of u t o per � 'n ed ull VIII! 0PNRFP( JOIST IIINCEI °""''° I� CONTRACTOR NOTES. PES16N NOTES. FT-.°` _.� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS Vis.--Mp�..m.„.-.e �� �� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR RPM-BLOCKING PANELS FEU BEARING r1ALLABOVE x057 LOAD TIRAN6rtR DETAIL (UNLESSALL BEAMS PER DESIGNER'S NOTED OTHERWISE) DEFEXCLECD TION CRILIVLOAD MAR R 3 1 2 016 3)(UNLESS NOTED OTHERWISE) OF CRITERIA OF L/480 N.TS. N.T.S. CITY OF T Rt4)USE CAUTION W HEN GUTTING FOR PLUMBING FLOOR LLOADr CITY IT OFI G R D BUILDING IS 5)PROVIDE PROPER SUPPORT AT ALL SHEARWALLS 40psf LIVE LOAD 12psf DEAD LOAD Bt,gg[[L S' k DIVISION SLEEPING ARE45r THIS/5 A PLACEMENT PLAN ONLY. 30psf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOPLOAD/N6: Purchaser responsible for approving this 25psf LIVE LOAD ayout prior to any construction. 11psf DEAD LOAD r START START PATIO FRAMING FRAMING (PATIO I R 1 I I HERE HERE \ I O I I R1 i. :..,... —IF:.......... J2....._, I _... ll ::::: J2.::: i If J2 II It J2 IJ 1 I1 J3 IJ J2____ 11 ... 1 - _ J2. 5 11 J2 I t I't J2 :: l • I ° o J . 1 t . ry J2 Is 6 ri J2 J1 • ® ® J 1M ii R11 rtN _ u I1 J4 � t4YJ4 41 __..J3 _..... K K L FL- - J3 Y1 I• __.J3 ____ ....._. rt N _. J3 ____. .J ......... w w B2 51 .... II ........J3 ......... _....:......._ i ....-... J9 k -__Jr I J3 ... __ __. J3 _ II .... rj I JBH_._ .}i_.c11 ' '`ems J1 ..1 J1...................Q ._......_J1 .- PORCH 1 1 PORCH ©x CONFORMS TO DESIGN CONCEPT J ❑REVISIONS NOTED DESIGN CONFORMS 10 CONCEPTWITHtMP_.ORTAkn. l L_ 0 NON-CONFORMING-REVISE&RESUBMIT REFERENCE INSTALLATION 1 ;R.. . *511 N.• 4.uacc. ,F-.QM NCE GUIDE FOR ALL FRAMING 'HE fDETAILS AND I-JOIST INFORMATION REVISED 9/19/14 KLH0,..,sFwv crrtvr�.r:,. FSy rr- David R Burnett Date 10/6/14 PL 14-150 (MAIN) MILBRANDT ARCHITECTS NB LEGEND: POLYGON 1 A Mrk• MaterIaI Width Depth Grade Sty Gut Lth Tot Lth WHERE PLATE NAILING Ar SHEaRwALL P ' u r (D.__HANGER GALLOUT R1 OSB Rim 1 9 1/2 '1 16 1 1 2 ABOVE EXCEEDS ONE ROW.PROVIDE ADM ® -SUPPORTING POST B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 24 24 DBLOCKING OR WIDER RIM MATERIAL AS C REQD.ELSE LAP SHEATHING PER DETAILS %p T R U S S' COMPANY B2 RigidLam LVL 1 3/4 9 1/2 1,5E 3 12 36 ED -POST LOAD ABOVE J1 RFP1-20 1 3/4 9 1/2 2 6 1 6CONFORMS TO DESIGN CON=PT R -RIMBOARD .J2 RFPI-20 1 3/4 9 1/2 13 36 433 ® 5930 JEAN ROAD LAKE OSWEGO,OREGON 9-x035 (503)355-96E3 LB -LVL BLOCKING J3 RFP(-20 1 3/4 9 1/2 11 16 1'16 CONFORMS DLEST,=.'!CONCEPTViIfH JD -JOIST BLOCKING J4 RFP(-20 1 3/4 9 1/2 2 2 4 REVISIONS AS SHOWN PLAN DESGRIPTION/NUMBER: 1 A MAIN FLOOR JOIST LAYOUT JB1 BLKG RFP(-20 1 3/4 9 1/2 30 3 90 L.7NON-CONFORMING-R,v1SE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT SCALE 1/4.- 1'-0' Tar S:cv MEN a^^S:(fin srt:Eao=Ce weEwL eie4:1E raCE PLAN DATED: 5/1 5/1 4 Crit aSir rvD a<c s n _r Ev£. r 8 -BEAM FLUSH w/JOIST Acaeaaorlae F+B..A ;TENT YCA t,;:i kF..l4W KM -HEADER(BEAM BELOW JOIST) H 1 I THO 1 7 950-or-ITT 9.5 4 T..ra.,IC=145SN.. C,i-:c 1ti..E-1��e,.1...x+nr«s. DESIGNER KAM/L NENDER50N DATE F/1 9/1 4 BBO-BEAM BY OTHERS es: Todd P.Eno exa en s,1114 CT ENGINEERING INCJe PL 1 41 SO (MAIN) SHEET: 1 of 1 POLYGON 14"OPEN WEB JOIST @ 16"&19.2"O.C. lA PL14-180 UP 9/22/2014 START FRAMING 19.r O.C.HERE > START FRAMING 19-0.C.HERE > p T I }h RM1 4 t VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS e g . . Products p PIotID Length Product Plies Net Qty 41 a RM1 39-00-00 1"x 14"APA Rim Board 1 1 R_, U RM1 36-00-00 1"x 14"APA Rim Board 1 1 RM1 32-00-00 1"x 14"APA Rim Board 1 1 ` J o14"APA R B d 1 2 RM1 1"x Im oar RM1 l"x 14"APA Rim Board 1 1 RM1 1"x 14"APA Rim Board 1 1 E? > RM1 1"x 14"APA Rim Board 1 1 u iv y�1 BM9 2367801:0000-00000:0:0000-000000 5 112"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 I BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1111 1 it 1 BM12 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 9-1 BM21 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ 1 _ __t'l_ _ =K= BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Rio �1 I — Ii ° BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 �i��� m s ?c BM5 6-00-00 1.5 RigidLam LVL 1-3/4x 14 1 1 BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 __- K BM4 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 -1,10KD i BM10 20-00-00 5 1/2 X 14 BIG BEAM 1 1 o o BM1 13-00-00 3-1/2 X 14 BIG BEAM 1 1 A BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 I: '1 BMI 1 11-00-00 3-1/2 X 14 BIG BEAM 1 1 II • • c Q� BM3 7-00-00 BB01 1 1 _IBM • ©X CONFORMS TO DESIGN CONCEPT p raFORMSTO DESIGN CONCEPT WITH =--BMCC'' - , /� LL-; m REVIs1GNFORMN FLOOR LOADING I N BK1=BLOC BLOCKING E. NON-CONFORMING REVISE&RESUBMIT 4O LL RM1=RIM BOARD 15 DL W " 1. "..+X.F vrATIKI-..9EFI REV.'.F - E,,,,,VOMICE.i ,' 1 i i; ,: , $& v ACCESSORIES QTY kMn E3 _,„ .............. a 1 Se David R Burnet` Da, 10/6/14 0 THO17140-2 33 � : _ ! 3 � •' MILBRANDT ARCHITECTS © GLTV3.5/14 1 m — I^ _iL—__ 1 X 14 OSB RIM FOR SHEAR BLOCKING 37' WHERE PLATE NAILING AT S'IE:ARIRJ.4LL I 1 BM111 ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L © HUCQ1.81/11 2 g BLOCKING OR WIDER RID MATERIAL AS 1 I'.i 1� —T� REO D ELSE LAP SHEAT-ENG PER DETAILS wreauli �BM12I ❑ CONFORMS'0 DESIGN GON��"' ' SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I O =Ota'FORMS-0 DESIGN CONCE,-WITH ® REFER TO STRUCTURAL PLAN FOR ADDITIONAL P ISIONS AS SHOPrRi POST TRANSFER BLOCKING a d8 1=1NON-ZOr:F.kMI IC-PEASE AND RESJ.T' AND SHEAR BLOCKING REQUIREMENTS. T-1n We NOCEF u+ BEEN;aE.:ERE]Ena x#121.CIMM SCE CH T 00 - E iz.E0 .E EE'SI I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. START FRAMING 19.7 O.C.HERE r?B. .11C u _ "aMt Te na CenF WX-4..":rs caster s+.irx;5<na:;9Ec:E;ce::x+sw o='o-(e e',zre r9:ca C!' 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' .E:7�::5!Tn I:..+1TiW.i, CCr,TacC'OR�•�:vEaiF`bl Ce'sErclk9, C•': Told 9,Eatonjj e 3eCteaber 19 2011 CT ENGINEERING INC Pacifiumber (24x36 SHEET) SCALE: 1/4" = 1'-0" I t & TRUSS COMPANY JOIST WITH RIM