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Plans (30) /1S 7c2c7/6 - coo .Y9 a 1 r.16',540 -714 II i I I ; I . I LEGEND: L I - - ----I1_ I I `-=� --' I - ____fmI (I —SSSANITARY SEWER Pacific —SD STORM DRAIN Community I I —w WATER LINE Design J - - —' —' I o • MANHOLE 12564 SW Main Street TTigard,OR 97223 N1 iii I i I N ■ CATCH BASIN [TI X3-942-948a I 1 DATE: 1/11/2015 4 STREET LIGHT – – –248 – – – \ / 245.5 — ` REVISIONS — _ _ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION �- EROSION CONTROL I I i 1 STREET SECTION, SEE 1 I I�+ 19 27.00' II I © CONSTRUCTION DOCUMENTS 11 I ,--_ — I I- - _ I _ I I SETBACK SUMMARY iI ---F-..-- 'I r FRONT SETBACK: 12' I 1 ill _ I SIDE SETBACK: 3' IBUILDING: 3413A kI I I I STREET SIDE SETBACK: 8' 3 i FF=248.9 Le j'I I 300' REAR SETBACK: 3' 79 11 i 1 I PORCH SETBACK: 8' 80 3,600 SF40 , 78 1 II I 1III it 14) Y I I NII I I I E I ' o 1I o I o 1-HR FIREi:1 I es,c9 1 4 GARAGE 41" 1-HR FIRERATED EAVES i RATED EAVES 1 i�� 1 LOT COVERAGE: I --- I 11 — I '11 1 ; I Z--- 1 I --- --- - PORCH I I 8.00. I �ii _ _ II I LOT AREA: 3,600 SF _ RIVER 11 °J_,_s - ° a _ • 1 E I o _ - 20.00' ; SIDEWALK __-_ _E - BUILDING FOOTPRINT: 1,469 SF TERRACE 247.5 1 '.00' 245.6 _ _ _Liq , _ I� / _ \ COVERED PORCH: 88 SF NORTHWEST a \ K\\\ 4o.a l � � .\�\� \� \ ;� \ CANTILEVER LIVING SPACE: 0 SF ®�� �� �► ` 1 f' I A. COVERED PATIO: 0 SF —ti. /ID WAIL -� WATER METER k / DECK AREA: 0 SF M 111111b.' '"' MLOT 79 24.00' , 1it as Qs QSTORM LATERAL ' a5 — TOTAL COVERAGE: 1,557 SF PLOT PLAN cSW SATSUMA AVENUE43.3 % _ A2 ss PLANT (2) STREET ti!"��s ss ��/ ss -S`- IMPERVIOUS AREA: 2,017 SF oc TREE: 2" CAL. SANITARY LATERAL 242- -6 GOLDENRAIN TREE / KOELREUTERIA 0 PANICULATA CITY OF TIGARD 0 3 Approved by Planning RIVER TERRACE NORTHWEST (503) 221 -1920 _ o c (p 2S1 W6 Date: P ( (5 PROJECT NO.: 395-037 TYPE: CONSTRUCTION "' LOT 79 (R-7, MEDIUM) Initials: C SCALE REVIEWED BY: PRE ,o 0 RIVER TERRACE NORTHWEST 0 13368 SW SATSUMA AVENUE 1INCH=20 FEET 0 W N (.1 g„2: WCZ t'�--0 --6X6 6X6 OZ ,__F _4_ _ _ _ 6x12�R ____1 Cr 05 v' m v •U v) o i 1-- -I- N Li_�� C-P31.2/ O Q ' P3 L �(r. samiN4 / ,( /)DO 2x LEDGE ST-ID 4 (2)KING ST�1DS jl \i 11 �r —_ ====-1-� I I W/ TRI STUD c it I I �1 _,...... c...4 EACH SIDE IMINN. _I i ` 11I L L .--J 1/44 oPlan 341 MAIN LEVEL SHEAR WALLS eel 3 UPPER LEVEL FLOOR FRAMING .1, 1/4" = 1' 0" AMERICAN MODERN - Optional Roof at Patio v, ....E 16 PATIO WIDTH VARIES PER LOT D2 11 LL, LL, Patio 3r-0" 7'-10" 7'-11y2" co T • 4'-9" I I ,1;v� co - 1 1 ujQ 6-0 5+0 F 2-6 5-17 SH I 6-0 -0 SL (f"1 p' t_'`L o 5 1 1 ,• • • I I 12 w I I , D2 CO I Plan 3413_ MAIN LEVEL PLAN 1/4" = 1' 0" AMERICAN MODERN - Optional Roof at Patio 34'-0" / PATIO WIDTH VARIES PER LOT 883/4 3 ' •/i - PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" -"" - Theseplans and the designs are copyrighted under Federal Law b Pacific Lumber Company qualtt,engin refired wood products for today's budder- ,,.,, i 9 epi.g y mean 2014. -. -: SOL�eLDL.;"" Theplans may not be re-used or copied,in whole or art,without writtenpermission from Pacific Lumber _ I�� .wrs FRor Aeo„E y oP P - v'.,a"„,",�;., , To sEAw14s eEwrr company,which retains copyrights to,and ownership of the plans.Use of these plans by any other d s `-�; 1 � ,. � ��` LVL �(' QR'M A' ..:.a.'':" wsTALL 542.514 PLoc«s yp wv 4J IY1 opw __ ,III$ PER EAPETREL,e.MARCO product supplier other than Pa, Lumber company is strictly prohibited.Unauthorized use or ¢ r 3� ----- REAR!.Aw.42Fsocks copying of[hese plans,infringes rights under the copyright Act.Infringes face liabilities that include ,. ..m` �A^'- 1` "'"r--` ROS 6NkEM r T PariaUGTs R�sf'eFrFGYpieBTAPO�UCis �, ' ``� i`� sE�o.�r42 r425TAmoE. penalties of up to 520,000 per work Infringed,and$100,000 per work infringed willfully. / ow FEB 0 3 201 RFPI-Joisr I,?, ,,----g. IIA pF , ` C r ..`� �,y j F g f 4 %?y" CONTRACTOR NOTES: DESIGN NOTES: M,,,-M ,,,,, a ;�- I & r t t ;s^- y Na,g.,e 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS y' ``2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFP.BLOLKN6 PANELS MTH BEARN6 WALL ABOVE Fos,-LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) DF L/450 N,TS. N.TS 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD SLEEPING AREAS: TH/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOADIN6: I I Purchaser responsible for approving this 25psf LIVE LOAD IPATIO I ayout prior to any construction. 1 7psf DEAD LOAD PATIO 1 1 I R1 1 R1 R1 I R1 1 10'-3' i./� 10-6' l 15-3._.. ... \ iss......_. _...._ Hi 103_... l ,2 ... _. f1 ...J2 11._ .... _. ..._._... __ ... _. --ff J2... ... 1I_ ((77II (ryI 1 1 R1 _.. III1.... ... ---- ._.._ .... ._ ._J1.1 J J2..... { C 1 1 1 t 1 J2 Ca ! J2 1 F .. J2...... �1 J2 1_. PL 1 4-3 6 1 (MAIN) 1 0 0 .... .... _. J2::- :::: I: _. POLYGON 3413 ABD .. ... R1 ® -• Rt• r--- -'' -_ .:.3.- 1 .... :. .a _ IT ._ Mrk* Material Width Depth Grade Qty Cut Lth Tot Lth J2 .... _._ - _ I 1 3/4 9 1/2 20 3 60 _... ._... -J2 '_ .B t - ___-_. 1 ..... ... I R 11 OSB Rim FPI-20 1 9 1/2 9 1 6 144 JS �4 J4 ry n .Tt4 -. T JS I J 1 RFPI-20 1 3/4 9 1/2 t 2 1 4 16 5 ......_ _.._..-..... R._;_� ...... _- ; ____11 J E ..$-1. __ ..... ......R-1..,- .. .._ .._.... __....I J2 RFPI-20 1 3/4 9 1/2 1 6 34 544 __... .. ..... ®1_-_. u- u_LL _. .. };®_..._...... :.. ',, J3 RFPI-20 1 3/4 9 1/2 5 6 30 _ J4 RFPI-20 1 3/4 9 1/2 2 2 4 ry ry JS RFPI-20 1 3/4 9 1/2 1 32 32 ..__ ......... J1 _. ..._ I .._ _.. ...........-}Y-......... __...._. B1 Ri gi4Lam LVL 1 3/4 9 1/2 1.5E 3 14 42 • 1_, B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 .... ._ }; ..._ ... .-.- J1 _ ...._.......... Accessories H 1 I THO 1 7150 950-or-ITT9.5 5 -1 Jt • ,J1 . \ J3 .. J3 1-I I I J 1 J3 J: I I ` J3 J3 J3C4= L PJ3 I� Vy -n /I1 IMPORTANT/_ START STA: ® CONFO..S TO DESIGN CONCEPTREFERENCE INSTALLATION 1 1 ❑ CONFORM 'O DESIGN CONCEPTMTN GUIDE FOR ALL FRAMING FRAMING FRA NG 1 5115IDNS A..tiOWN DETAILS AND I—JOIST INFORMATION PORCH 1 HERE HERE 1 PORCH ' ❑ NDN-CONFC MIN -REE11SE AND-5ESAM1T Pa s:Tn G t F:,AS?Ez RF', J!;F WW,Al.CO/VANED PITH 155 15:15,i:C,M_ET'r:.kV 5'E1 Ei SE_:E E'h; LEGEND: LES1 G 0 5 =s ., r _« B w.A „ >_ Gs'py r EER � a_ BCD. ?' ERT rAcna r51,44E-04,.A WSJ,t1 EW1415. 424: TWO R Eaton October 9^,2N1 H -HANGER CALLOUT CT ENGINEERING INC ® -SUPPORTING POST COMPANY O.M g A N Y X CONFORMS TO DESIGN CONCEPT & ?BUSS -POST LOAD ABOVE ❑ R -RIMBOARD ❑REVISIONS NOTO OTDESIGN CONCEPT WITH 105 15 SIt ALLEN BLVD BEAVERTON,OREGON 9-1005 (503)656-9663 LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT 0 NON-CONFORMING-REVISE&RESUBMIT PLAN DESCRIPTION/NUMBER: 3413 ABD JB -JOIST BLOCKING SCALE: 1/4'- 1'-O' 1'4;BNDF DRAWNC FAS BEEN RENEWED FOR GENERAL axaoRNsvwE CUSTOMER: POLYGON J -JOIST CALLOUT W.TH DESEN CONSENT CAE, :t:� SOit'S NOT FEUD,: T:i_' FABRICATOR.hENXN Of RESPONWBILIri FOR n'ONFORMANCE 6'Tk DESFN PLAN DATED: 9/19/14 B -BEAM(FLUSH w/JOIST) c.Rnt•Yvtie;B, >£Cr.-'ICeT^Fw,005.,u:v000LS COVES Al,Of-.WHEN ilAr=_ HDR -HEADER(BEAM BELOW JOIST) FBECE1TY OVER INS n-1DPDRAWING. DESIGNER: KAMI L HENDERSON DATE: 1 0/21/14 By David R Burnett Date 10/22/14 @BO-BEAM BY OTHERS MILBR4NDT ARCHITECTS PL 1 4-36 1 (MAIN) SHEET: 1 of 2 WHERE PLATE NAILING AT SHEARWALL ziCONFORMS TO DESIGN CONCEPT ABOVE EXCEEDS ONE ROW,PROVIDE ❑ CONFORMS TO DESIGN CONCEPT WITH POLYGON ADD'L BLOCKING OR WIDER RIM MATERIAL REVISIONS AS SHOWN AS REQ'D.ELSE LAP SHEATHING PER 3413 A DETAILS ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS HIP SDRW.%HAS BEEN REVIE'iEC NCR".kNEPAI CONFuaWANCE PL14-359 UP 14" OPEN WEB JOIST @ 19.2" O.C. WITH THE DESIGN CONCEPT ON_v AND DOES NOT RELIEVE THE FABRICATOR!'VENDOR OF RESPONSIBILITY FOR GONFORNANCE WITH THE 10/21/2014 DESIGN DRAWINGS AND SPED:FICA-IONS A.J.OF WHICH HAVE PRIORI':'' OV_R.THIS SHOP DRASVING. CONTRACTOR SHALL VERIFY Al,DIMENSIONS. By: Todd R. Eaton Date: October 00, 2011 CT ENGINEERING INC Products p PlatiD Length Product Plies Net Qty p p p <START FRAMING HERE 0/ RM1 41-00-00 1"x 14"APA Rim Board 1 1 0 9 1 6-10-00 p q RM1 34-00-00 1"x 14"APA Rim Board 1 1 141 °4 O RM1 c_ n _ RM1 - - 1"x 14"APA Rim Board 1 1 22 00 00 i. r RM1 13-00-00 1"x 14"APA Rim Board 1 1 a 4 L' RM1 8-00-00 1"x 14"APA Rim Board 1 1 I RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 3-00-00 1"x 14"APA Rim Board 1 2 IBK1 26-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ffi BM11 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 N <N fN "'N N' 0 0 o 0, N 0 p p e.2 °0 ,` 0BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 f, LL C> 'Lt 0 0 .LL BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I t H BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 L . BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 H i BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 = BM2 21-00-00 7 X 18 BIG BEAM 1 1 o A BM3 21-00-00 BBO1 1 1 12-;s-ole til BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 <' I IIIka O BK1=BLOCKING SII 'a p, IIV 1' I RM1=RIM BOARD I I RM1 ACCESSORIES QTY El �A. .' ® THO17140-2 33 I' r © HUCQ1.81/11 4 I' 2 '' 1x14 OSB RIM FOR SHEAR BLOCKING 29' I N r-: - SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN Ir- p p0 0 0 'O o o O g - - ' •L1_ LL 'LL. LL LL LI- U- :U- el? c0 CO 'CD . . t p o p 'c� I?= HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. LL LL .;LL 1,23; ` o o RM1 , 1 u u FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA FLOOR LOADING ❑ 3� X117 X CONFORMS TO DESIGN CONCEPT Y1 4 mR 40 LL 0 CONFORMS NOTTO ED DESIGN CONCEPT WITH c',- 15 DL 0 NON-CONFORMING-REVISE&RESUBMIT F II NIBS SINIP[IR..WTh.HAS BEEN REAFhP OFR GENERAL COL=O`%A`CF 11 �Y:dTORNENDCR OP R SP NRI Vt-9- XSION CONCEPT ONLY 'FOR CONFORMANCE OCC DOES Fki• H DES/DN I! A5 _ _ DRAWIN'GS.S AT OBS AND LI,0Y• CODES,NEC OF WINCH HAVE il �T�] �'7►� !:, OR-;,Y?VCRIER'HIS SHOE DRAWBIG �""'� MI — - By David R Burnett Date 10/22/14 - -__ ,p �-' IBM6� MILBRANDT ARCHITECTS IRM11 1 g ' _ I B JOIST WITH RIM _ ; IBM3I � - — IRM11 P_ BM6 9-03-00 4-03-00 _,,..,/„,,,,,,.....t ,,,ev: PaciMLumber & TRUSS COMPANY