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Plans (33) D IS SkJ (7 cet A Are. '157—,20/ LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Ct1111t11ttt11t- . i ( o w WATER LINE Design I LII II / OO 0 MANHOLE 12564 SWMain Street 1 I I 4 1___ _ _ -I 4° _/ Tigard,OR 97223 1 "---oovTiT ■ CATCH BASIN IT] 503-947 9 N rl I I �6y ( o i ° ` DATE. 12/15/2015 98 4 '1 STREET LIGHT 99 1 I / REVISIONS 261 9 - ? �/ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION -262.8 .* \ EROSION CONTROL — - - - \- 50.0' T I't ' li�f © STREET SECTION, SEE T- I !8.00' N 1 CONSTRUCTION DOCUMENTS " .� PUE 18.90'_ I � . I- 1- __ I r- --i i SETBACK SUMMARY -1 I %I \ FRONT SETBACK: 12' tT I— I I. . 1'� I ' &,_ ► p , SIDE SETBACK: 5' 1 I N I 1 ` 114 `2 1114 ' STREET SIDE SETBACK: 10' ri REAR SETBACK: 15' Ir gm* 112 - 14.11.00I -_ ; ► PORCH SETBACK: $' 1 500' -'-•--I 4,508 sFo GARAGE SETBACK: 20' IE II BUILDING: 3413B I: . PLANT (3) STREET 113 ' FF= 262.73, o I/o I °� - i TREE: 2"CAL. (79 GARAGE ,s I YELLOWWOOD/ ° CLADRASTIS i I i Il � i pi LOT COVERAGE: U --r--- I, �,1 a 4 1 ---T-110 al) i LOT AREA: 4,508 SF r, I I PORCH ! o° w 1- —I T--- — ��}� I VISION N POLYGON AT - 1� 5 o ---- __T 1 / CLEARANCE `. BUILDING FOOTPRINT: 1,443 SF 29.10' 1 r n i f :" j TRIANGLE WEST RIVER W I — —6.00' I -25.10'' • z N II--- i- PUE —261.2 I 19.00' +� w 1 °� COVERED PORCH: 140 SF- r-r - - - - — - - - — 41"1-Iilifa�:i -o1 �� TERRACE 3 SIDEWALK ,�If/ /I�/, titi'_ I� :_adim*-251-'-fi �� CANTILEVER LIVING SPACE: 0 SF 260.7 �� A , am r 36.0' , ,��i / 1 COVERED PATIO: 0 SF 3' ROOT PATH .��,.,�'� o \ / —MW— '1 w 2r-'1 PLANT (2) STREET D • o I ci -f m >•vnrA msm� ■�vg./ TREE: 2" CAL. DECK 0 SF r KATSURA TREE/ LOT 112 i �—MI WATER METER „ —", CERCIDIPHYLLUM TOTAL COVERAGE: 1,583 SF PLOT PLAN s JAPONICA • El SANITARY LATERAL - 35.1 % i 28.00' SD SW 174TH U OOP SD �� SD SD ` SD— IMPERVIOUS AREA: 2,409 SF 0 ri o ( i■ /4111.1/1\ STORM LATERAL r______er _� ./ M WY Or ° %• i -.wadi•- � i• "1moi, ' _�� I ?\ a H C 3POLYGON NORTHWEST (503) 221-1920 CITY OF TIGARD M^ Approved by Planning 2 S 1 W V PROJECT NO.. 395-029 P v v j 1�� TYPE- CONSTRUCTION LOT 112 (R-7, LARGE) Date: 4/�Ir/ 1(p SCALE REVIEWED BY: PRE Initials: Z--S 'O 0 POLYGON AT WEST RIVER TERRACE 2-7 Z 13853 SW 174TH LP 1 INCH=20 FEET LEGEND: —S, SANITARY SEWER Pacific SD STORM DRAIN Community- Desiun w WATER LINE I) ILI ' / O • MANHOLE 12564 Tigard,eT d,OR 97223 I 1 mal\ \' CATCH [1]503-941-9484 A.e BASIN �-'I � - �0,,, o o DATE: 6/29/2016 1- r-64- _ _ I �� �� rq STREET LIGHT _ REVISIONS 98 — 99 1 k STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 1 261.9—\1 �4 j 262.8 0 EROSION CONTROL _ _ _ _ _ 50.0' _ /_. t �,js ,l STREET SECTION, SEE f-- T 8.00' N © CONSTRUCTION DOCUMENTS tPUE — ITO- =18.90'— , — I *- SETBACK SUMMAR Y "' 1 I ' : FRONT SETBACK: 12' jJL_ 6 alb N� a r SIDE SETBACK: 5' - II , < : STREET SIDE SETBACK: 10' CiTY Y y $-As. 1 1 I i i I t I REAR SETBACK: 15' (.. I . '-'` 'v FINL- a ` ,, 1 I I �� 112 .11.00' _ ► PORCH SETBACK: 8' y 5.00' ;.�— 4,508 SF I1 b GARAGE SETBACK:; 20' � h. o BUILDING: 3413B II I PLANT (3) STREET 113 1 a , FF= 262.73 '/ I °\ TREE: 2" CAL. 1 I C i i GARAGE II � . YELLOWWOOD/ LL 1 I y 1 k CLADRASTIS • pp ILOT COVERAGE: a 1 i7- . III i II a w LOT AREA: 4,508 SF ' 1 I PORCH'', ,• • I W POLYGON AT 1 / VISION L+ __ J — -- ��, /fl ' CLEARANCE p BUILDING FOOTPRINT: 1,443 SF WEST RIVER 2 6. 0'. 29.10' lir, //f, ' j TRIANGLE J — — — —25.10' f I • z < i I PUE —260.9 19.00' 11/11,/,, l;�jf 1 J j \ w \;, COVERED PORCH: 140 SF TERRACE SIDEWALK �p��� a ' 'f �� 'f vii ' ` CANTILEVER LIVING SPACE: 0 SF Zji �.� 4-.. - i� 3' ROOT PATH ! .., 36.0' akk ,. I .,/ C v., COVERED PATIO: 111 SF L ..I ,;I PLANT (2) STREET t - ,-��®I f '�' DECK AREA: 0 SF � 1 /: �t_>•�T .��:.'•�lat.' i 0!SSI TREE: 2"CAL. o• 1 � i1• o�� ' KATSURA TREE/ LOT 112 0. �� WATER METER 1, �[I/ SSS CERCIDIPHYLLUM TOTAL COVERAGE: 1,694 SF PLOT PLAN Li. - b JAPONICA •I s ' SANITARY LATERAL `� A - 37.6 % 0. 28.00' SW 174TH LOOP H ' IMPERVIOUS AREA: 2,422 SF c SD su 1 SI________..---- , SQ SD -. SD— STORM LATERALj IIIIIIIIIIIII is 4 r - �_ M- I -���, ,. a CITYo C F TIGARD S. POLYGON NORTHWEST (503) 221 -1920 Approved by Planning0 C f PROJECT NO.: 395-029 2 S 1 W6 Date. { TYPE: CONSTRUCTION LOT 112 (R-7, LARGE �, SCALE REVIEWED BY: PRE • — ) Initials: {"� 10 20 • Ti POLYGON AT WEST RIVER TERRACE �0 13853 SW 174TH AVE 1INCH=2OFEET Cl 7 LEGEND: —ss SANITARY SEWER Pacific SD STORM DRAIN Comn-ainitV- Desliall 61L, W WATER LINE 1 I >':. 12564 SW Main Sheet \ I I I I� �I I I / ® •• MANHOLE Tigard,OR 97223 1 `t, r-I •-) E / ■ CATCH BASIN Fr]503-941-9484 I_ —_— _ t ry� s E O DATE: 6/29/2016 \I—N �" L. °� ° 6� + STREET LIGHT REVISIONS —98- —99 — \ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 261.9--Nilitfrima <1 ' 262.8 EROSION CONTROL - - - - — 50.0' '' 1 1 �• — T4 CI STREET SECTION, SEE f-- 8.00' CONSTRUCTION DOCUMENTS PUE =18.90' r — i— — — I r- j; - r- I a. 1 ° �4 SETBACK SUMMARY ¢' JUL 6 ?O16 I FRONT SETBACK: 12' N• ; A SIDE SETBACK: 5' 1 g ' t F i1 A$ [ ' � II 4 STREET SIDE SETBACK: 10 L '1 C, DIVISION IREAR SETBACK: 15' E it I I �, 112 _ I`1.00' PORCH SETBACK: 8' L 1 I c. ti 5.00' �I ;— 4,508 SF I1 o GARAGE SETBACK: 20' C 1 „...-4, i - i BUILDING: 34136 I1 1 0 , PLANT (3) STREET c. 113 1 a , FF= 262.73 II 1 i E.F 1 I ITREE: 2" CAL. GARAGE I 1 ' _.-- >\ YELLOWWOOD/ ° LL I 1 I y 1 >.: CLADRASTIS -- 4 I li ; ' LOT COVERAGE: 1 1 I .' o 1 1 j 3 LOT AREA: 4,508 SF c, 1 1 ----r--- I1 if ( o POLYGON AT ' I PORCH ass w I— L I I �!� °i -VISION w - ' ��i g ° `, BUILDING FOOTPRINT: 1,443 SF "' ` — CLEARANCE o WEST RIVER c. ---- 6.0._O I 29.10' 'IA I i f '. TRIANGLE — — —25.10 �, + z `° COVERED PORCH: 140 SF TERRACE j PUE _260.9 I �- 19.00: ,,,,,,/,,,,,,,,/ ,� ,' w 1, ;. __� _ �' /�ihl►; % tiff i/ 1 3 SIDEWALK // \ CANTILEVER LIVING SPACE: 0 SF c Ziff _ _ /iE \ 1_i:iiiiiii!a.' '- 260.6 / ! �� 36.0' ri, ,�, I ;; COVERED PATIO: 111 SF c. a i�� 3' ROOT PATH I "_ I!4i PLANT (2) STREET • I 1 / IMT V7 Nur,�� �______ � TREE: 2"CAL. DECK AREA: 0 SF a W. �6-1':� + �rN'` KATSURA TREE/ LOT 112 g WATER METER CERCIDIPHYLLUM TOTAL COVERAGE: 1,694 SF PLOT PLAN SS a s JAPONICA fp; _ o- c S ' SANITARY LATERAL `� - 37.6 % is 28.00' SW 174TH LOOP A ` IMPERVIOUS AREA: 2,422 SF c u SD Jt SD SD SD SD ill / :\ STORM LATERAL /�.rAllilliklik E. 4\ It 'mil_____ `t- I I \ 9, / CITY OF TIGARD Approveby Planning E POLYGON NORTHWEST (503) 221 -1920 /� f c Date: 7/V/I / 0 PROJECT NO.: 395-029 0. 2S1 W6 0. `��1� 1 TYPE: CONSTRUCTION Initials SCALE REVIEWED BY: PRE . _ LOT 112 (R-7, LARGE) 10 20 POLYGON AT WEST RIVER TERRACE .a (N 13853 SW 174TH AVE 1 INCH=20 FEET 2 . ".::;=.7------ -4-4 " � -"""-= PACIFlC LUMBER COPYRIGHT 2014 4 a R©SEBURG FRAMING SYSTEM" „,„ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. -- �"' "„t - quality engineered wood products for lodov'S builder- : wwM. ,I' 49> The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber P�s��AB .t R�GIDLAM 1111 RtG��R�M --w-.,— ,I' ToaeAR"6 BE Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other \�� ;"""'°n°"" "'sTA''-uiOAproduct supplier other than Pacific Lumber Company ,� e.,.,,,,,.. Pee DETAIL 1:1:4-1.14 p pp mpany is strictly prohibited.Unauthorized use or r>> '� '.� I penalties of up to 620,000 per work infringed,and$100,000per work infringed willfully. 01 Y�I I a ROsfDaKO tOXFir P&Oatlt-74 44i.TppEgTApDllltCtS -_ _ , ( eeAaweAw.ar anxss copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include • it ,i.',4 '. 10? ,..„.,, „,„,,,,,,,,,,; ,,„:, : .,...._ ,,.. ,..„,,, � \\ ee�on TO POST Aeove. - �j�� ! `0�)/11 g ...«..>< CONTRACTOR NOTES: DESIGN NOTES: .,.,-„,..,.�,.,„,.,,,, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .,�.. °°b" . :�`°-°"°"" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPI”BLOCKING PANELS MH BEARING MALL ABOVE PORT LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.rs. rays. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD THIS/5 A PLACEMENT PLAN ONLY SLEEPING : 3psf LIVEAD OOD This layout is to be used in conjunction with 12 psf DEAD LLOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOF LOADING: I I Purchaser responsible for approving this 25psf LIVE LOAD I I PATIO PATIO I ayout prior to any construction. 1'7psf DEAD LOAD 1 R1 I R1 R1 • R1 I1 pp AAAA.. 1 3 3- ... J2_. 1 O-6' __7 O-3. 6 11 { .. 1 J2 11 12 • • 1. 12 I 11. Ja T' - J2 : AAAA.. AAAA _AAAA. AAAA I� _.._ 11 ........... .......... ......... ... _. ....0 _. ._. 12 11._ ... _ ... \� J2..... _. II _.. _. R'.1 gg AAAA AAAA .. _ ... AAAA_.. -._ -_ 1 J2 1._ 1 42.... ............ Ji 1 ......... AAAA 1 11 111 !1 1�_... 11 J2 11 1 11 J2 1�.... J2 I fi i • 12 1 J2 AAAA v u t� PL 1 4-3 6 1 (MAIN) AAAA.. .:... . ::. ._:_. POLYGON _ J2=- - AAAA .._. III -_- € O 0 14 1 .._.. Mrk r Material Width Depth Grade Qty13 GutDLth Tot Lth AAAA. AAAA34._ ... -- J2 = _81 -.,iR 1 ® R - $1 _ JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 y 1 lI __. ._ C1 AAAA _. B1 - r 1 r ' ® _—i if __ Ba J2_._ AAAA_ 1 AAAA AAAA._az R 1 OSB Rim 1 9 1/2 9 1 6 144 1_ 15 _ _ J4 DI ry }q ..34, ' JS AAAA.. ,_� AAAA 11 RFPI-20 1 3/4 9 1/2 12 14 165 544 --83 �i Ja _ _ I tL la ... ......._. ......... - - 12 RFPI-20 ... AAAA 0_ L ---J 1® 8J - - 1 3/4 9 1/2 15 66 4 30 11' d ._. .. AAAA.. AAAA.. RFPI-20 AAAA. }; _ ........ K __ J 1 .,,.. J4 RFPI-20 1 3/4 9 1/2 2 2 4 Z ry - `� JS RFPI-20 1 3/4 9 1/2 1 32 32 11 - • 1 -- -- / ,. 51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 14 42 a 52 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 6 11 -. .. .. .- .. 1; .. ...........: Accessories .....::: H1 ITHO 1'1950-or-ITT9.5 5 1., 1 11 11 / \ ._ ... _... __ I J; _. ._. -J-1 AAAA AAAA. f 11--__...... ........_ i 11 9 = B2— �„ 13 15 1 I J 1 J3 J3 J0 111111 I\\. 11 i AAAA. .13i r„— J3 J3 - I-_ _�J3 --- i /1 J IMP¢13.TANTi START START / REFERENCE INSTALLATION GLIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION ' PORCH 1 HERE HERE 1 PORCH ' LEGEND: / EP'rv.?..,m75:=1,7,.4,-..,A,..;”. i .. Fac umlier Ha—-HANGER CALLOUT - ® -SUPPORTING POST Q CONFORMS TO DESIGN CONCEPT & TRUSS R U S S COMPANY , -POST LOAD ABOVE Ig COY.ORMS DESIGN CONCEPT ❑CONFORMS TO DESIGN CONCEPT WITH �.1 „7 R -RIMBOARD CON=ORMS?C'DESIGN CONCEPT WITHREVISIONS NOTED 10515 5W ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)858-9663 REVISIONS AS SHOWN ©NON-CONFORMING-REVISE&RESUBMIT LB -LVL BLOCKING MAIN FLOOR JOIST LAYOUT © NOti-CC4FO MI"RG-REMISE AND RESUBMIT THIS S NO DRAWING HAS PEEN REVIEWED Ems.AAPNERAL c:ONFORIVANCE PLAN DESCRIPTION/NUMBER: 34 13 ABD JB -JOIST BLOCKING aala kE:.,a v,ins 1 F..'CEINF .R DAWN d"PWIDE 1s''N DErir CONCEPT MN AND C:ES NOT RELIEVE Ti£ CUSTOMER: POLYGON J -JOIST GALLOUT SCALE: 1/4-- 1'-0- ha ,E aare,:Cp T A ma De CT,E_Ie E E: ADRiCATOF EN'Cta Cl RESPONSIDEOTY EOR C.NE�]?sa SETH DnS.Ia. FE_L AT 1E'i'�. E ARE - h C ccl 5 n�,HE DRAWINGS.sRc_ICAIIONS.ANDA LCA3LE CODED ALL Crct WHO,HAVE PLAN DATED: 9/19/14 B -BEAM(FLUSH w/JOIST) ?,:F4 C ACN N; src_.r,1 i .a*INN WA v ANfr! .RoRITr OVER'NS SR,P tai FVNG. OAR DRS FIs CANC:. CZNr:,Ac:v FRAU:RAM Ru.CINENSI NN. By David R Burnett Date 10 22 14 NOR -HEADER(BEAM BELOW JOIST) TaNk h.Neon Nair.Maar SO.2Q A _._..._...._.._..__....___......_. - ..........L._L DESIGNER: KAKI L.NENDERSON DATE: 7 O/2 1/14 B8O-BEAM BY OTHERS CT ENGINEERING INC MILBRANDT ARCHITECTS PL 1 4-36 1 (MAIN) SHEET: 1 of 2 WHERE PLATE NAILING AT SHEARWALL CONFORMS 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 REO'D.ELSE LAP SHEATHING PER 3413 BD DETAILS ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP CRANING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PL14-360 UP II WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 14 OPEN WEB JOIST @ 19.2n O.C. F•ABR1CATOP VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF 04-ICH HAVE PRIORITY 10/21/2014 OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By: Todd R. Eaton Date: October 30, 2014 CT ENGINEERING INC Products PIotID Length Product Plies Net Qty 0 0 0 START FRAMING HERE o/ RMI 41-00-00 1" x 14"APA Rim Board 1 1 fitq 6-10-00 0 0 °° 1 f� RM134-00-00 1" x 14"APA Rim Board11 0 0 r � . s RM1 ---,x, RMI 22-00-00 1" x 14"APA Rim Board 1 1 r mrr 1 lir : ., 1 , , , iRM1 13-00-00 1" x 14"APA Rim Board 1 1 RM1 8-00-00 1" x 14"APA Rim Board 1 1 . RM1 7-00-00 1" x 14"APA Rim Board 1 1 0 RM1 3-00-00 1" x 14"APA Rim Board 1 2 p.; ill ,z ' ,, ' ' i '.1. - 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 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1.0 y. BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IDI - 0Li_ 0 LDL. _ _ O. _ _ _ = u _ _ _ _ _ _ _ L BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BK1 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 .nim o BM3 21-00-00 BBO1 1 1 c) �� 1 A _08 . X041 P4_. p ; , � BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 ` ■ Mal II 0 / BK1=BLOCKING RM 1=RIM BOARD I II RM1 ACCESSORIES QTY r >' 1 s : TH017140 2 33 o_ y t - B HUCQ1.81/11 4 To- 1x14 OSB RIM FOR SHEAR BLOCKING 29' a c ., ,e- r t- SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN o o ,0 0 CD 0 .C) _ LL LL LL LL au- LL LL u LL i vo 1 , . To HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. diteLi_ LPIFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA A r CONFORMS TO DESIGN CONCEPT '. 2 2 FLOOR LOADING CONFORMS TO DESIGN CONCEPT WFEW I cn 40 LL 0 REVISIONS NOTED t i 15 DL NON-CONFORMING-REVISE&RESUBMIT 1.1 ,7,43':NG .,.La:N:ver_C,O.^x.4_W,GiiFGRW.•.O._ n fi G.ear n't'vF [ d s F�. ..4r N . si .SErNE � By David R Burnett Date 10122/14 MILBRANDT ARCHITECTS L __ :� _ VC's_- - - BM6 -- - RM1 — - :,1 ' O B JOIST WITH RIM BM3 �RM1� -- BM6(--- / 9-03-00 / 4-03-00 il ,. ''+i s'N y�',,U ems:_.a, Pacifimbar & TRUSS COMPANY