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Plans (2) /1''-S7;3OIs--OO ) t? zl1C 5Gi S‘thrrk� LEGEND: - 26 I 25 I i 24 i \c- Pacific ---- \ I I i i —ss SANITARY SEWER Community 262— sD STORM DRAIN ~ Design - 259.7 ° W- WATER LINE ��E I, ' 12564 SW Main Street \ ` * L ® MANHOLE Tigard,OR 97223 34.8' 1 34.3' I \ 1 01 503-941-9484 ;14 : 1 ei, �_ 258 wr '. 1 , „ g a ` 2 N15 CATCH BASIN '-'+ ,�<. r\ \t I DATE: 10/23/2015 29 �x _► • 60 RO 0-® STREET LIGHT REVISIONS O r Ln ,-, C0�1( O �I � RAYWOOD ASH/ FRAXINUS NO. DATE DESCRIPTION "NO/ N I oBUILD O VAG'O� 1 (� OXYCARPA'RAYWOOD': -28.26'- B�� \I I ( - I 2" CAL., BEtB / / \ i � s r_x_x_>c>c> STRAW WATTLE PERIMETER I EROSION CONTROL r Ii ,I I , .♦ FLOW DIRECTION ARROW \\t 17.82' 1 23 ill 22 60 \ I 5,322 SF 1I - ti �� /L SETBACK SUMMARY 30 \ BUILDING: 1, 1 FRONT SETBACK: 12' FF = 258.31 I SIDE SETBACK: 3' :0 1 1--\ \ iill 256.8 STREET SIDE SETBACK: 1 3.00' FRONT GARAGE SETBACK: 8' 1 FRONT PORCH SETBACK: 8' \ 1 I GARAGE i! I\ a 11 o :60 � \----, 111 `Ja. 1 1,1 1 3 SIDEWALK \ \ 1 PORC aw3� - LOT COVERAGE: \\�-\L _ _ _ _ 5.90' \ , - -r 0 _ti5g \ _ _na rilliti , - -13.89_ 3.30' 20.00'- - LOT AREA: 5,322 SF _ o 254 RIVER 2 -Alliplr t. \ 0I 6.00' I BUILDING FOOTPRINT: 1,814 SF TERRACE \ o pAu L i - N �����' � 'I I COVERED PORCH: 52 SF 4rw .....__-__„,„„____,___ r��Io�► , I NORTHWEST AviaN \�►1'`�,���,/�4_,-:� ,� I CANTILEVER LIVING SPACE: 40 SF O W ' METER 36.00', ,���I�a G�;t -4i, R , DECK AREA: 0 SF a 58.00' `'ss. ���Q��%► TOTAL COVERAGE: 1,906 SF A �� 's ' SANITARY LATERAL , �"� I ' 35.8 % LOT 23 E \\ /7--- PLOT PLAN _ ! ► S STORM LATERAL '—. �r o �>. �-, \ 4 S SS \ �\ ` �� IMPERVIOUS AREA: 2,388 SF may_ s484, / o \ , ' 1/ N "6 71---2--/ �-' NUF SS ir- ---,z--- ------ ....' \ =. s' Mt I I I b Si a E CITY OF TIGARD RIVER TERRACE NORTHWEST (503) 221 -19206) 0 2S1 W6 Approved by Planning PROJECT N0.: 395-037 c. TYPE: CONSTRUCTION ^ Date: i I /2 / I S SCALE REVIEWED BY: PRE LOT 23 (R-4.5, STANDARD) 10 0 RIVER TERRACE NORTHWEST Initials: 1'''1 �. 1 INCH=20 FEET Z 13415 SW SABRINA AVENUE PACIFICWMBERCOPYRIGHT ZUI4 ROSEBURG FRAMING SYSTEM'" d-w� i qualify engineered wood products for todays builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. /+ p �••••,..v.".. 4 ,II I� �'' The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber RI GI D LAM LVL R)GI D R I M _ Company.which retains copy-ights to,and ownership of the plans.Use of these plans by any other 'E, ' ._• — ._III e�or TO rosr.eo�e product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or -�t������� ROSEBURG FOREST PRODUCTS IPOGfBUNG i0Y6i F¢Olxt.^ts /G __ , AREA copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include �_ �'i ' ��� '' '.01,... •enalties of u•to x20.000 per work infringed,ands 100.000 per work infringed willfully t t ��� 2 2015 . RFPI-JoiST j! �Ii�! Nov ea�, � "MW'-"...... MAIN FLOOR Ce'IT{'�BUILDING Y OF DIVISION' 2)ALL FOOTING ARD 1)VERIFY ALLS PER DERSIGTCONNERI S PLAN DESIGNEDDONS RTN OM ET OR STEM 5 . ^"=4::""" B V��1.d�1�1 EXCEED THE LIVE LOAD RPM.BLOCKING PANELS MITH BEARING MALL ABOVE POST LOAD TRANSPER DETAIL SCALE: 1/4'- 1'-O' V 3)(ULBEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 N.TS. NTS. 4)USEUCUTTINGPLOOR LOAD FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR WALLS SLEEPlN6 AREA5: TH/5/5 A P(-Aae ENT PI-A_N OWN.Y 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all I I START START I I shear wall blocking placement and connectors Ieoof,LOAD/N6: I I FRAMING FRAMING Purchaser responsible f or approving this 25psf LIVE LOAD (PATIO 'HERE HERE HERE PATIO( ayout prior to any construction. 11psf DEAD LOAD I I I I .-"'-"--___....._.. .- .{�_}-.. - ,...a..r. I I _.....:.,.,,_.,. ..,fes„},.,.,.». .W:...........,.:m.. ... .,,_._ . mn...�W»...::,,......R..:}...,,.._____.._ __w_.a,_,..a__a:,... _}�- .._.._.....». • -... ._....JS III. -. ..--- --fdI- J 1 - J 1 I - J5 - I • -J5 11 - I1 .. -11 1 ',1: .J1 H H J5 ... ... 1. _. ....J5 !. .__...__ _._. _....I J 1 :.; .. J 1 I .. j J5 ...- .... -.. ....x •-JB -I • f.1 .._._ ... 74 B2-... Bg J4_ 1.1 11 JS. _ SII - - - - --J5 11 --- - ---- -- J4 Jg• R 1 R 1 r.r - __1 - . -- ...... ._. f ...J5_. .. -- .... it as.. .. - ::8�_. I I{ R 1 J 1 --- JB 1J5 1 J5 i1 J — �„ 11 11 J5 , Li" .. ------. ----__. ....J5 ....... .............. J 7 ... ... - ........J-1 ......... - J5- ----- ----- .. • 1.1. 1l 11 . _ . 11 __ - JS } J 1 —t B7 j� J5 .. . ____ - JS-__ .11' 1t i --- -. T_t_s .. J1 .-J1 - - 1 >f.. . J5 - -- 11 - O ---..._. ...... J5 ..1L9 J 1 .... 0 O - .._J 1 JS_ - O 1 37 3 ry ry -- . . __J_ ['3��i� >L L i J1 - J11 II J2 0 0 J2 11 ry EV .. ... ... _..J2...- 1 ...- 11' J2... .. i K K ....... J2-1+ - - -- H J2 _ ry J2_11 f I __.._L_1 a- tr R� --o., ...-?3-A --- 11J2_ 0 J2.11 - R1 ..... HI.J2.... ....................' ....... ..-J2 11- - - - --- --Si : - 11 J2 - J2 Il H J2 J2 �1 - . .... ...... __.. J 1.. _._.........._...J 7 ........._ ... 4 J i JB2 .... ..J1... ..-_...._. .J1 ..._..... JB —__ PORCH � 7 W- I PORCH IMPQRTANT! 1 I REFERENCE INSTALLATION I -_I GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4-5 el (MAIN) POLYGON 5A _ LEGEND: Mrk• Material Width Depth Grade Qty Cut Lth Tot Lth am c>.__HANGER 1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 16 16 I Pacufi 11111ber H HANGER GALLOUT 52 RigidLam LVL 1 3/4 9 1/2 _ 1.5E 2_ 14 28 !WHERE PLATE NAILING AT 1 SHEARWALL ABOVE EXCEEDS ONE I r ® B3 RigidLam LVL 1 3/4 9 1/2 1.5E 2 t 2 24 !ROW,PROVIDE ACC'L BLOCKING OR I & TRUSS SUPPORTING POST R 1 OSB Rim 1 9 1/2 1 C. 1 6 1 60 ;WIDER RIM MATERIAL AS RECD. I COMPANY el -POST LOAD ABOVE J1 RFPI-20 1 3/4 9 1/2 13 12 156 . J2 RFPI-20 1 3/4 9 1/2 13 20 260E CONFORMS TO CONCS77 R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 2 4 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)555-9663 LB -LVL BLOCKING - Z CEN'DRS TO DESIGN coNI=?p,7TH J4 RFP(-20 1 3/4 9 1/2 3 1 4 42 REVISE-INS AS SkOWN PLAN DESCRIPTION/NUMBER, 5A i« dB -JOIST BLOCKING J5 RFPI-20 1 3/4 9 1/2 13 30 390 Rm,rooon,:ocl•, NON-CvN:`OF.*t:flG-H011SE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT JB 1 BLKG RFPI-20 1 3/4 9 1/2 25, 3 15 0"14";•""":-;1'.:1:--r1""''''''1"1" .•::.V cuotw.x:Bah EVE,:,'Q;2..e;t E:*rupnN;e PLAN DATED: 2/25/1 4 JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 6 3 18 0,necn,roaul AI" '3?QV:hr i Dl.t xA]Er,E:H:.1.E',1SA 14 B -BEAM(FLUSH w/JOIST) -r_.1,1;r.IE,,,,,,F;Esc,;ELIT,zD.c>,<cnwx:e WIT,,I :eS::�V.:.r:::ro 1%E:.f:ri.7l:ri u:r Sy:';,,h•rE FM', DESIGNER KAML HENOERSON DATE: 5/25/1 4 NOR -HEADER(BEAM BELOW JOIST) Accessories ,,- - t..�.4..r••,..-:f 7:iF PIS;:•,S.�:r. t-�->:,:r:4:,,nL+Enn u.E:IP'-:G'I:. BBO-BEAM BY OTHERS H1 ITHO11950-or-ITT9.5 4- "'ei+`DT `- w, sor«nz _._1?L^..- iyJtl i.[:ten :e ••.:der le.RDI< n �MIEERANDT ARCHITECTS CT ENGINEERING INC^a PL 1 4-8 (MAIN) SHEET: 1 of 1 'Y POLYGON I SA PL14-89 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE IProducts IRM1 PIotID Length Product Plies Net Qty `- : RM1 47-00-00 1"x 14"APA Rim Board 1 1 L 01='1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 21-00-00 1"x 14"APA Rim Board 1 1 • 4 - RM1 12-00-00 1"x 14"APA Rim Board 1 1 ., } �._ - ���� ;�. �- �:i _�. �.� �,r rte,L. RM1 8-00-00 1"x 14"APA Rim Board 1 2 04 ,.. — _ .<-h t LL .D 0 , RM1 4-00-00 1"x 14"APA Rim Board 1 3 :r5 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1. 1 = t -: i, BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 1, BM7 21-00-00 5 1/2"x 12"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 p f, BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ta.v• '-_- BM -• lail LILE'.I - 1 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o OR 1 BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 --7717....'1••• 9 4 11 BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11 - BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 s I 5-00 11 ,, BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 m c,1 € �, a la - -1 .-! H F BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 1 cm r< I' ,-- I BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 I O �� "" I BM11 4-00-00 BBO2 1 1 r,z, ,BM51 _ R Q `, — �� =_,_ — — 111 _ FLOOR LOADING: „Jr! BK1=BLOCKING 4O LL �3 t Q ---_ = =•= j, ••— — —� RMI=RIM BOARD 15 DL �k �IYI . _.. 1111111111. i , ACCESSORIES QTY ".y". .r�`.�'„u, a `'•I`•e*• " . d° *;a 2 t°1;''�s -, Q THO17140-2 16 © ITT14 3 r?! S' ; 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' 1 -= • LI • -`r ... LL .- r� r� 1� >• 1� r- I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN LL LL g� 1 REFER TO STRUCTURAL PLAN FOR ADDITIONAL !i'�8 1 POST TRANSFER BLOCKING 1 AND SHEAR BLOCKING REQUIREMENTS. 1 m I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I RM1 —� E K1 3 m (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( (— -a-. --- — — — '� WHERE PATE NAILING AT I M7I II -__ II SHEARWALL ABOVE EXCEEDS ONE I —.�P. '—„ ...--z 11__C_A A_1_ ROW.PROVIDE ADM_BLOCKING OR ' UM 6til WIDER RIM MATERIAL AS REO'D i e.,,,1 ❑ CONFORMS TO DESIGN CDNLIEFT JOIST WITH RIM E CONFORMS TO DESIGN CONCEPT,SST- _ RE ISIONS AS SNOWS m+,oxu"o"om+,4IxE•r ❑ NON-CONFORMING-REVISE AND RESUBMIT _ ' w"• 7" c'f x:4.41'-'Ef -II.„ P ifi r .i TIS:Ef:44,,,e.,CK`.!�,:+:u•r kft:'Mf 4 �� F4.Fitn:J�i'IY,A.[r A,.Fx,;:t:^(F-+=I:rY;�W[:.r'n:'H of 'rs.ew t, CtS1:A'Rz•tr+i.�C:F�r;:1J1'CY r.,.C=WJi tii:��::R�+ (24x36 SHEET) SCALE: 1/4” = 1'-0" ^ '(A`I,d .IRo' zrAreA:wr_teAt` :Tu= :.•r. COMPANY "' $ TRU 5 5 AIILBRANOi AR(BIEECTs I CT ENGINEERING INC I.