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Plans (108) /71--5-5 SAi G'(- 4/17 LEGEND: ss SANITARY SEWER Pac i lie —SD STORM DRAIN Comm nity DeSiun —W WATER LINE 12564 SW Main Street QQ • MANHOLE Tigard,OR 97223 [TI 503-942-9484 ■ CATCH BASIN _ DATE: 10/07/2015 (�, ss ty: II• _ `_ — — \ w " STREET LIGHT REVISIONS �� '�®1 STORM LATERAL s '�_ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION JONI 3oz \ as EROSION CONTROL I TRACT Z ‘ KIWI • I I b. SW G' ,NI ALAE G2 20.00' -� STREET SECTION, SEE VISION ----------1,..a 26.00'�o_ , 0 CONSTRUCTION DOCUMENTS / "ill \ CLEARANCE I SANITARY LATERALss o 4 s— ,ss TRIANGLE j'303.5 —� 1 , • 301.7_ a IC t —11-w-460 .I11. ' ' 1` 1 �� , ° P� - \s SETBACK SUMMARY ii i 8. 1 ~.'----- 1 SIDEWALK A v ��[ 5\ �,► -- --�j T 1 i _ 30p / FRONT SETBACK: 12' • �I1 w 3 I' b,, I 1 31 I 3.00'PUE I' I 1_ SIDE SETBACK: 3' 3.39' /M."1%6. �iI� U \ °I,� I \ I , ., . STREET SIDE SETBACK: 8' EE @�. ` �i -l • GARAGE :1 ' 1 , , '`,, o I ° , ,11 i i I • , "r4. + 1 REAR SETBACK: 3' I/ w I I , t /) I , , I � ,l PORCH SETBACK: 8' �, I- 1i I , 1+13.00' I " li y I 1 I 1 ; p `, \ 1i_1 1 s$ I 1-HR FIRE i .. t i/4 rn r :_..�_e. csi Y ��.1 3� �I i 0-1,,,:i RATED EAVES ; = t I \ -- iy. ----, 0 7,/ \, G� ` -- ir,1 ; a '0 �I ` i — 45 I I ;'< 3oz 8.03' } I 2,644 SF I II a ; CD -`j \ 1 rn ,t LOT COVERAGE: O PLANT (3) STF `" ' y i „,, , , BUILDING: 7B , , \ g 70 , �; REDUCE EAVE0 ° ' 1i ILOT AREA: 2,644 SF— L ' . .� \ ;/ �� x YELLOWWOOD/ PUE „- I , 1 , \ �� , 1111, r rn �\� "r1 RIVER w CLADRASTIS ' I 30 o % o ` I,� `o, I �""';. 1 _ KENTUCKIA�3og �� 1�I _ I ' I \ ` �( BUILDING FOOTPRINT: 1,309 SF o �� '; I i � PORCH ` I —1 ;' --:----1------ 1 , \t\ // t'1 TERRACE - , I`12.00'-- --.. 1 �' II i`. COVERED PORCH: 152 SF a ,wi (I ?-a-- 8.00' , 1 I !I 304 NORTHWEST vi ��� -s ��• '` A ' 1 I „_ ° I 1 CANTILEVER LIVING SPACE: 0 SF• I I 37.4' — - — — �___ _ -_ lir; ' � 1 COVERED PATIO: 0 SF I,i`� ', : °I 303.1 ! I ' ''. ���� 3 4 I 1 f„ ° I 306•.9- L aril j ar f� DECK AREA: 0 SF R ORM s _ 310 _ 4.4' REDUCED PORCH o ;i�%, >.: 1 ' . WATER METER 0 LOT 45 "' I' TRACT AA ,, C �/ TOTAL COVERAGE: 1,461 SF PLOT PLAN t I"I li i 06 55.3 % 2 r,�®IIIIII �Iit\,,`I i IMPERVIOUS AREA: 1,755 SF 'i Ji ° / I o -Iard I , i r ; I / I` , . , /% °' CITY OF TIGARD RIVER TERRACE NORTHWEST503 ( ) 221-1920 Approved by P a n n i ng PROJECT NO.: 395-037 2S1W6 Date: TYPE: CONSTRUCTION REVIEWED BY: PRE SCALE 4 LOT 45 (R-12, SMALL) Initials: L.. 10 20 cn RIVER TERRACE NORTHWEST 0 Z 17253 SW GRAN ITA LANE 1 INCH=20 FEET All .. ......=..r..N-Nr. PACIFlCUMBER C!>PYRIGHTZOIZ ROSEBURG FRAMING SYSTEM � .�.M. i atE These plans and the designs are copyrighted wrier Federal Law by Pacific Lumber Compary 2012. qualify engineered wood products forlodcrv55 builder- 1 _ o„ The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber All III Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other • L,/ R .�.._.,. , A.0;" "` product supplier other than Pacific Lumber Company is strict prohibited.Unauthorized use or v RIGID M L lGIDRtM \� ' -- _ / BELCRI TO POST ASOVE, copying of se pNans,infringes rights under the copyright Act.Infringes face liabilities that include eosawRa/OIItiT PROWCTS aotsFePWGFOseSr.AYODUOrs -_ . _ .-./ \ `�I ..-.... Aper infringed.and s t O Per work Infringed ww NL _ Penalties of up to s20 OO work OO,DO 1 ed Ifw �Ih, > o sr �,. h `"""` CONTRACTOR NOTES: DESIGN NOTES: "'"'"'"'Mm 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXOEED THE LIVE LOAD Rfrr BLOGKN&PANELS WITN BEARNE.WALL ABOVE POSTLOAD TRANSFER DETAIL - 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/450 N.T.S. N.TS. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/1.16• • FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS 5LEEP/N6 AREAS: 3Opsf LIVE LOAD 12psf DEAD LOAD I I I ROOFLOAD/NG. 25psf LIVE LOAD 1 1psf DEAD LOAD R1 R1_ 1 - 5_ REVISED WI]/13 XIS R11 :::::j$ =Js .1 PL 1 2-1 48(MAIN) Bc Jb Mrk• POLYG� Material Width Depth Grade Qty Cut Lth Tot Lth PATIO ....__ .- ::::,:. _:._. R 1 OSB Rim 11 1995C11//22 1/2 6 7 6 96 PATIO J 1 RFPI-20 ...... —___. _. I J2 RFPI-20 1 3/4 9 1/2 10 26 260 J4 I I I J3 RFPI-20 1 3/4 9 1/2 2 28 56 I .._. ....___ .J4 _. J5 RFPI-20 1 3/4 9 1/2 5 82 8 1B1 TT 5TJ4 J4-. ..... .- i ;,_—..._J1 41 RFPI-20 1 3/4 9 1/2 21 72 8 114 20 3 Jb , '.1 ¢ F1:. ..: � JO RFPI-2O 1 3/4 9 1/2 4 4 16 L I b -4tz" 61 RigidLem LVL 1 3/4 9 1/2 1.5E 2 14 28 JB 1 T::.__-.$3-.: 4_:__ L_______ JB1 J B2 RgidLamLVL 3/4 9 7/2 5E 1 8 8 J4.:_.: ..:. ....... [. _._ _ JJ51 EiLJe&B2 ELKS RFPI-20 1 3/4 9 1/2 1 9 3 57 ;._-__. _....__... ..._J2 .�._ ._..._ -_......_. J ll Q 1.15 LVL 1 3/4 9 1/2 1.5E 2 3 6 �. O - --.... _. .J2 { -- - .. - ._ .. 0 ] _ Accessories N N • ._ ,.....,....,,11.„„:___.:.„...._:::......________.............. ITH011950-or-ITT9.5 ' 6 J21 • ._ _.. __. .._. --J.2 ..._ ...... -_ ......_..R1 N ry 1__._ J3 ._ _.._... ,-"-----------"."---------.4- 2,---.::.--...............-J -- .__ ___. .__:_: LL LL ct it -: 1f_— .__ :___. -Ilii_J2 —_ --: _—_ ::_1 rr ry F J2 ; :_:: .-_....__._ _..._ _: ..J3 ._._...:__ _. _ .-. _, _ _ _ af2 is -- = 42 --.. - ..___._.. ..__ 2 ill � J . _ 1 - s R1 JS2 if- 13 JB t JB 1 I 1 IMPORTANT.) " _....U3 ._.. _._..... _ REFERENCE INSTALLATION — —Bt-- r'--— — GUIDE FOR ALL FRAMING — � - DETAILS AND I-JOIST INFORMATION {{ II R11 ...._.: C JB 1 JB 1 _--.-.—..1,-.--------.14-.,--_......_,_‘________. _ _. -�= PacrnAiumber START /� J 1' FRAMING I START LEGEND: HERE I FRAMING �--� PORCH PORCH I _HERE & TRUSS COMPANY ( H }--HANGER CALLOUT ® -SUPPORTING POST L PLAN DESCRIPTION: -IBC ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) R -RIMBOARD El OI'FDRMS TO DESIGNman-OPLAN NUMBER: TBC LB -LVL BLOCKING ❑ GJEFCRMS TO DESIGN GNaETWITH PLAN DATED: 4/19/12 PL 1 2- 1 4 8 JB -JOIST BLOCKING REVISIONS 4_SHOWN g MOOR,.Te naa.,tiW -OUR LOGA770At5- ' RESUBMIT 0 'ION-CONF3RATING'-REVISE AND REST J -JOIST CALLOUT 0 . COMIRT WTI ten POONE6 CEMDb EYYP IJE5/GNER: rat... Neth 1lEL @if i.O.Kn lits EEE.°_`;^:EE,".R.F. tEP iatt_Rt6; 15'1005n BOONES FERRY ROAD B -BEAM(FLUSH w/JOIST) o NONmNwmaNG-nel&E.kevean rte lie Efi&i:447.77 MY fs ra:ice tELE_Y0 5/f LAKE OSWEGO,OREGON 91095 _ ./.,CATI,t:ocn,P.>:Yi• L.'F MEMW.KI m is ; eSoe)eep-9663 KAMI SELWOOD NDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT - �' "" - •f= ,.>.Er ti &"_tiV >P P=.11' BBO-BEAM BY OTHERS ur Y. .+�:_. E 75 505 yrs /2575.L-o-...�rF.: R.51.51...7.-E„ muss OFFICE s CONTRACTOR> SCALE:1/4'- 1'-O' ler-_t a�f5+� ,me—e`Iu M: SOI E.tem 05 Vntminr 51255 IlIVIRML 591450 JEAN ROAD DATE: 1/23/12 MILIISIST ARCHITECTS CT ENGINEERING INC LAKE OSWEGO.OREGON 91095 r5o91e56-9663 SHEET: 1 of 2 I,t • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL75-264 UPPER . START FRAMING HERE 8/7/2015 Products 9-06-00 PlotID Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM11 y RM1 17-00-00 1"x 14"APA Rim Board 1 1 e _ QI -0 05 RMI 14-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 n N N r v PI N a v N le?! v BM1 22-00-00 51/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 0 0 0 0 o. o o. o o o. a. o BK1 14-00-00 1.5 RigidLam LVL 1-314x 14 1 1 " LL IL LL 11- LL' LL LL LL. tt LL'. LL A BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 } I, i il i i "111.1i BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 ilk v - I ALL BEAMS AND CONNECTORS PER ENGINEER R 1 B I O F03 m, p II F03 k. z ACCESSORIES QTY 3 F01 � � � Q TFI414 24 @ a c F04 © TFL1714 1 ` 1x14 OSB RIM FOR SHEAR BLOCKING 30' ® a 7 0, HU412 13 F09 ,.,.FOS 1. Fes_ Ii FOBI I IIMIEllit BK1BL(xMNG FLOOR I OADINC S . FOE I. RR141=RIM BOARD 15 LL DL ' AFO6 I I 0- REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING IIS o AND SHEAR BLACKING REQUIREMENTS. FOE I 0 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I .,,,, I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I FD6 ®n TM OS TO DOM;CONCEPT i iI MIME 4 ❑""" F FO6 0 m 5., OSOMOIT Ts u w,w Mx 1°11/TS F09 0 1 11M M LBRANDT ARCHITECTS I F09.... .._MIK 0al� -'i,....7. C00E.ORMS'O DESI:al CO PT t - F09 PSL fiiir `_� ! q � gra=oaMs To DESIGN ccrz�vr Kg, moi` F08 am REVISIONS AS SHOWN ® Li NON-CONFORMING-REVISE AND RESUBM:' U8-.•N es M)?W:lk NA.MEN E47C :f:?3OEPA1 50* 40.Z1 .. TIC- RM1 s-F f .�: M el508.ooLm 0 805008er::K DO NOT: ,43P.:iFT001005 1 G.P_A101Ei01Lm F...-am Yit1E Cr.`Y 5-07-00 csc3 WalkW MC S TC19^rat?s AI O.an 40E MOM, Mk.,QC 8080 880:45. 150111:0 S„\L CROFT R'1.11E51108. Loosen,remove,cut or notch 0: 1vAd R.Edon "8.°'®"•o,sols any part of the open web joist CT ENGINEERING INC Pacffiattimber JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET 8, TR U S S COMPANY SHEET 2 OF 2