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Plans (115) s tw�7�7 ' RECEIVED °'`1� r� oi� - 00 3 3733 — — — APR 2016 — LEGEND: —ss SANITARY SEWER Pacific I, OFAR . -SD STORM DRAIN C ommunitBiADING DIVISION \ —w WATER LINE L_ — — — — _I L— I — -J - 12564 SW Main Street � ® • MANHOLE Tigard,OR 97223 252.4 1 249.7 [x1503-941-9484 ■ CATCH BASIN 103 104 - 105 DATE: 12/29/2015 -25n248 0 STREET LIGHT 2 50.0' ( REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 254 012,... �404.`' �t`� oC, EROSION CONTROL ---It 20.00' .."�; STREET SECTION, SEE • Ell] © CONSTRUCTION DOCUMENTS I 28.00' j1 I rr PATIO I ; SETBACK SUMMARY 1 1 1 1 i FRONT SETBACK: 12' IIi 1 • SIDE SETBACK: 5' BUILDING: 3A I' • i STREET SIDE SETBACK: 10' 1 FF=255.9 ' :I 1 _ REAR SETBACK: 15' • 5.00' --1-1 1 107 • , 8.00' I PORCH SETBACK: 8' 108 �: ; 4,550 SF i 106 GARAGE SETBACK: 20' I o 0 in m I N 1 1 I E 1 1 ,a. iI I N I I I , II I I i GARAGE ' /1 h , 1 � e 1 1 -� LOT COVERAGE: I , 1 11-11 N I 1 , PORCH I U --- gill I ■MI NMII 1 -1 m z -- LOT AREA: 4,550 SF o . PUE I t I1 POLYGON AT - - _ , 20.x' - - • - - — L— — — II I BUILDING FOOTPRINT: 1,585 SF _18.00' =17.00'— WEST RIVER O i ik - j=moi_ —ji��i /'�j i j - �� COVERED PORCH: 45 SF TERRACE 3 '�. .,�. ;�,,.'�. / 50.0' . '�-. ''i i SID ALK/ CANTILEVER LIVING SPACE: 16 SF I Y P imWP III—/ 1_�/ K I _. �:MIAT I�i�:al i�i1- . 1,__- ••• •1 PEW;MINNIIIIIIIIIIIMIIIIMI OF MOMINIAMIMINI!W.'."..NIEN111111 =171141111711. WWII :01114 ____ COVERED PATIO: 0 SF o PP V \ 1M1.... .�SS —1P,—�'►�,' , , DECK AREA: 0 SF PLANT(2) STREET = 1.-...1-- N LOT 107 0. TREES: 2"CAL. ANITARY LATERAL WATER M ' ER TOTAL COVERAGE: 1,646 SF PLOT PLAN N KATSURA TREE/ h°' Si SD CERCIDIPHYLLUM SD SD v cn ti 36.2 % 2 N. JAPONICA 1 SW 174TH LOOP \ STORM LATERA �� �� �� w �� wwsioIMPERVIOUS AREA: 2,251 SF war/ ./ B ,atozmuir7 ror o MIIti17/ • ' yr !mo . micP.Painicwailli ci _yojimiltrilreisdamilMl. 11. limatilliiimimilinialialifiryilLIMMEllinwA4 LIIILIMor 0 Approved by Planning POLYGON NORTHWEST (503) 221-1920 O Date: /9/ i PROJECT NO.: 395-029 2S1W6 TYPE: CONSTRUCTION Initials: wl " SCALE REVIEWED BY: PRE 5) LOT 107 (R-7, LARGE) 10 20 CO POLYGON AT WEST RIVER TERRACE - O Q. 13733 SW 174TH LOOP 1 INCH=20 FEET Z At ST1t - 001S7 (Z�,v�� ¢ reel / .?.733 w (-2L-fm , LEGEND: SANITARY SEWER Pacific - , - STORM DRAIN Cnmmulllt, _ ,, WATER LINE Design C - — _z5z.4_ — —_ — —_ — MANHOLE 564 SSW Main. 1 249.7_ CATCH BASIN [I)503-941-9484 ICS I04 ?C5 DATE Tn/3016 so o' as )*' STREET LIGHT STRAW WATTLE PERIMETER REVISIONS ,.,�•� • — - — — — NO. DATE DESCRI ON VI ���. EROSION CONTROL t 20.00' i ...+ O STREET CONSTRUCTION SECTION,SEE — - - — . — - - - - CONSTRUCTION DOCUMENTS 28.00' I r - 1 r } PATIO I I SETBACK SUMMARY ia1; r T FRONT SETBACK: 12' �t --• ,, I SIDE SETBACK: 5' j..r` BUILDING:3A `C S 7:1 .jr I FF=255.9 ( STREET 510E SETBACK: 10' C - REAR SETBACK: 15' 5.00' 107F"'-'8.13(3.-1 -8.0(3' PORCH SETBACK: 8' SG) k 108 4,550 SF b i Ge> GARAGE SETBACK: 20' ' aI IP rn 1 E ; GARAGE 0..x0 E LJ-__7_ , LOT COVERAGE: Z ,L1. PORCH . LJ 'I� — 6.00' I �I z4� �5 '� LOT AREA: 4,550 SF _ PUE I f=; I POLYGON AT — — ,„,L2.... I r BUILDING FOOTPRINT: 1,585 SF c 18.00' 17.00'- — —_ WEST RI R /----,-. ... 'F : z��- COVERED PORCH: 45 SF — — — ��� �— �' TERRA ` pry` ., "i"- O/' 50.0 • _-- r , I SIDEWALK/ CANTILEVERV C. _ LIVING SPACE: 16 SF �I c z5q6 Imo— � u, II_ ,2516 1® COVERED PATIO: 0 SF do DECK AREA: 0 SF LOT 107' _ 7 SANITARY LATERAL WATER METER TOTAL COVERAGE: 1,646 SF PLOT PLA r _- a ti _... _. V' .; _ -. 1' -- 36.2 % = PLANT(2)STREET - SW 174TH LOOP STORM LATERAL Et -- TREES:2"CAL.V '/ \ * s, -- '+/- \ : IMPERVIOUS AREA: 2,251 SF �y c KATSURA TREE/ ' ,i �_ o - s CERCIDIPHYLLUM mloI I II4 _ I \ JAPONICA -' rlir 1111111.'— III�� 111--""111 � - li i cl POLYGON NORTHWEST (503) 221-1920 0 Q 2S1W6 °DNST.',�„ LOT 107 (R-7, LARGE) SCALE D REVIEWED BY `"` W POLYGON AT WEST RIVER TERRACE CITY OF TIGARD !--0° V 13733 SW 174TH LOOP Approved by Planning 1 INCH=20 FEET Date: Q/4/ i� Initials: ''M n [_ --- - - y �;.. r 2 PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM— ".—..N-....k „-,,,, ,", These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. RECEIVED Q MYN+ylaannetj^� N:thn15ftwh+dtaV - solo eLorx^u The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber R�G••i SLAM-LVL. RI G� R I M ""pe— ,410 ��i '�'S"`o'"^BO"e Co an,which retains i is to,and ownershi of the lans.Use of these lans b an other ", TO BEAK!.c BELOW. H wP�9h P P P H H ..,„-„,,,”. msv.0 sou.OFBLOCproduct supplier other than Paefic Lumber Company Is strictly prohibited.Unauthorized use orR'ASFaY4.10Q£if y6pnae7a. RGSBfiUY6 so>ra:TyapnerCts,Ir, ' ,...�,,,. PE.OET^e1e W^rc. co to of these lens,infra s ri hts under the Co ri t Act.Infrin es face liabilities that includeG ____— ee..n r�-;r4 BLous PH 9 P n9e 9 PH 9h 9— �! BELOW TO POST penalties p to$20,00 per York infringed,and 100,00 perworK mfrt q willfully. `� a oFu o e ed o 'n ed • ' APR 42016 *N4 e werJ©s `/ V NOTES ..-...". II CITY OF TIGARD I� B _°ILU 'C:1 1 i r1� ION 1)VERIFY ALL FRAMING CONDITIONS THIpISSF OOR SYSTEM WAS VT,...,,-+..b,.k. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,......m...=07-44,4—m, (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOGKSU PANELS NTH enUess HALL ABOVE POST LOAD TRAN5PER DETAL (UNLESS NOTED OTHERWISE) OF L/4540 N.T.5 N.Ts. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOORLOAP/N6. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD START SHEARWALLS 12psf DEAD LOAD START SLEEPS: AREAS= FRAMING FRAMING 7715/5 A PLACEMENT PLAN ONLY 3Opsf LIVE LOAD I I This layout is to be used in con junction with 1 2psf DEAD LOAD I HERE HERE I Architectural/Structural plans.Verify all I I I shear wall blocking placement and connectors OOPLOADINNn PATIO I O / \ O I PATIO I Purchaser responsible for approving this 2Spsf LIVE LOAD -' - _ _ a,_.a.. __ ayout prior to any construction 1-1psf DEAD LOAD ............JS __.__...__ ................. 1.1 ..........Jb .......... .........4 ......... I JS ........ .. .........._... ........... I .............. .......... ......... ...�js I;f . . _....... ____. _____. ............._...Jb................. ......... —J5 f f ___ _ +t _ o _ Li __ II J3 J3f1 .. :f J1 R1 s ...... _ ...J5 _ .._ f.1 ._4 ... ...Jb ... ... .... I.I J5 .... ..... Jb .I L:: 4I1 Jb O O0. • 41 CI • sr ........... ....Jr� I I ......... ... it .... Jb. ..... .'F 1 ® a '1= Jb I N 0 IPI f 0 O I ha A I'_xut2 4-14 4...... K •"-- ..._ 1.1( -1•41l I ... .. 1 vi R 1 I-j J2 U� _ J2 I I f} J2 • J2 I I `= R 1 -.1 ....._ f_f J2................ ......... ....._ ,... .__.._ -....._-J2 _...__ ____..__..._- • ff J2 J2 II J2 ....._..__ d2..........._.. ...................... ............__.. ...............J2 _...... _..._.._......_.._ JB1 J1 - J31 I II PORCH '_... J1 ' ......_.. J1 PORCH I IMPORTANT!_ REFERENCE INSTALLATION PL 1 4-1 1 S (MAIN) GUIDE FOR ALL FRAMING POLYGON 3A DETAILS AND I-JOIST INFORMATION Mrk• Material Width Depth Grade City Gut Lth Tot Lth R1 OSB Rim 1 9 1/2 1 0 1 6 1 60 LEGEND: J1 RFPI-20 1 3/4 9 1/2 3 10 30 MAIN FLOOR JOIST LAYOUT Pel ; J2 .RFPI-20 1 3/4 9 1/2 10 15 1 80 SCALE:1/4--1'-O' WHERE PLATE NAILING AT 0....HANGER CALLOUT J3 RFPI-20 1 3/4 9 1/2 1 6 6 SHEAR:OABOVE EXCEEDS ONE tli ® J4 RFPI-20 1 3/4 9 1/2 2 2 4 ROW.PROVIDE AMYL BLOCKING OR & -SUPPORTING POST JS RFPI-20 1 3/4 9 1/2 1 4 23 392 WIDER RIM MATERIAL AS RECD. TRUSS COMPANY IED -POST LOAD ABOVE J6 RFPI-20 1 3/4 9 1/2 1 4 12 1 65_ CONFORMS TO OESIGti CONCEPT R -RIMBOARD B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 _ B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 4 1 4 Eg CONFORMS TO DESIGN CONCEPTW171 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)859-9663 L5 -LVL BLOCKING JB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER 9A JD -JOIST BLOCKING _ - _ IN"",'"'"°',6'!"'N"': NON-CO l,,R t'G S AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT - Accessories .. _ ID Q IS r N e o f w RELIEVE LI.-MFE- PLAN DATED: 9/11/14 -. _ H1 ITH017950-or-ITT9.5 4 _ �, a .rr''.!!!,:20 "-,,-s n _xx rr.x T+ H• -BEAM(FLUSH w/JOIST) "� 00.00' ,4T 'TT "A ,-0,., DESIGNER KAM L.HENPERSON DATE 4/14/14 NPR -HEADER(BEAM BELOW JOIST) _.^,me ,.. _..a x.S_NAVY DRAWING. ..Nae..Rs. _VERIFY A_.:u r«.m. ,ae.«am.•rrsnel' •s 5/11/:6 x l 9r: Toad IL Eetm: Cate:a'eptesCer 15.2014 Alexia aukui cu. 550-BEAM 13YOTHERS 1 Mi15RANUT ARCHITECTS 1 CT ENGINEERING INC PL 1 4- 1 1 IS (MAIN) SHEET: 1of 1 POLYGON 3A PL14-118 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products START FRAMING HERE PIotID Length Product Plies Net Qty 1 5-00-12 I, RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 r ( i 1 l RM1 37-00-00 1"x 14"APA Rim Board 1 1 1 ir1 l � � I RM1 12-00-00 1"x 14"APA Rim Board 1 1 i 'i. / RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 k` A BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 B BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM19 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 y ` r W < BK1 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 • Ii BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM21 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 o , 3 w' BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 i _ fETq1F, _ _ E t !AA', _ (`l ___ -_ - BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 ) 2p, i1 (4;-04; 1, IBM81 ? BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 II BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 ��'FIlli•," o.A BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 " Q c E BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 LL. -- sm. -- - - L- re BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 11111 It! BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 1 -1 �5 - : BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 % R1 if FLOOR LOADINC 1 g ry A BK1=BLOCKING 40 LL <.� — i1 II O 1 NY� RM1=RIM BOARD -- — 15 DL � II 0' .. ,a ACCESSORIES QTY 1 . II .RMI 0 TH017140-2 53 © HUC412 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' € © HU612 1 m t. r K1' 11 IBM71 ® I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN i,.a — — — _ I:' —_ A REFER TO STRUCTURAL PLAN FOR ADDITIONAL OM ----- _ - Ems` B I POST TRANSFER BLOCKING I O I-0 II AND SHEAR BLOCKING REQUIREMENTS. ,,r___I KIM RIBMSSf RI HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I 111-04-04Gitis AREA I s-00 (FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIA( WHERE PLATE NAILING AT I SHEARWALL ABOVE EXCEEDS ONE :ROW,PROVIDE ADD'LBLOCKING OR , I I I' WIDER RIM MATERIAL AS REQ'D. I - FORMS TO O �I MCP'ESMCP'(24x36 SHEET) SCALE: 1/4" = 1'-0" 0 COJOIST WITH RIM z CONFORMS TO DESIGN CONrPT SMITH REv1SI.NS AS SHOWN -6''''''''''''''''C'''"G A ❑ 101NED IlINS-REUSE ANC RESUBMIT sxre r.:o; .�rx::41 a=k aer1 C me 4E3ERFL^~•NFcre�unfA IN I"I US, C: h �{F kL,E IEE , Paumber AE I-E R 1' EY. :. I k 3F".Il GN GAR Ir A S E F'f2 l F f;ntA..E4-...,:;,!, ,zx - E -t9 -., CmF'R.Ra, wA h ::t1-iEeIF A....C. S."G. eY anis Fokww��. coo, C/33/10 6, 115 R.Erten 'a`e:SSMtii 19 111k MILBIANBT ARCIIITICTS CT ENGINEERING INC & TRUSS COMPANY