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Plans (113) i -37r7scc- /7t/ 14L,f s% r6 - 007 '17 LEGEND: 00020011 —ss SANITARY SEWER PaciftC Com-SD STORM DRAIN Design € �! ,;, ! I —w WATER LINE Design i 1 (V /\ I 12564 SW Main Street r.• I I ! I ® MANHOLE Tigard,OR 97223 j !L _ _____ M 503-941-9484 I ' ■ CATCH BASIN ° i ° ° ij i STREET LIGHT DATE. 12/15/2015 I, 11 '\ki I REVISIONS 100 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ° 262.21 0_ 262.0 101 _ EROSION CONTROL C °. 1 1.-;:),(4 — 55.0' CI STREET SECTION SEE . ir CONSTRUCTION DOCUMENTS I .. 1 1, / ° I 1 `° 26.00' I , I/ 1. I,‘ •1,/ r — I— 1 — --I SETBACK SUMMARY 1 1 FRONT SETBACK: 12' N' , - i______\ ; ° N _ , 1 Ir_ SIDE SETBACK: 5' I° i I I` ._ I i STREET SIDE SETBACK: 10' 10.00' I 1 REAR SETBACK: 15' --(' '-'\ ' /- -'- 5.00' PORCH SETBACK: 8' 1 ' of i I f ' GARAGE SETBACK: 20' I 1 II . r'' I 1 E PLANT (3) STREET , . 111.1 11, ' 110 co I TREE: 2"CAL. I 4,963 SF 1 / 1 o ' Ii. YELLOWWOOD/ f ( ; BUILDING: 5AR I I1 1 . > CLADRASTIS ` 11I. I I FF= 261.92 ' & o ! 18.00' ' > ; 1' LOT COVERAGE: csi �.< y I o �!. 1 GARAGE I 1 1 1 a PUE Ip 1 II i o a n i i LOT AREA: 4,963 SF N 1 ! if ' � I _ POLYGON AT .— qiii/ . .. _ I / ,, PORCHIT y 1� 1 �=L- --' L I — BUILDING FOOTPRINT: 1,814 SF WEST RIVER o ti ' <> ;� Z I .a I 1I 6.00'___. ., aOf ' 20.00' 1 z6a1 — — TE N t' --:—; 118.00' 15.21'— 1I _ PUE COVERED PORCH: 52 SF BRACE t o �/11.T SIDEWALK (.G 3 260.9 /�4;.__ ' — — — '� -� CANTILEVER LIVING SPACE: 40 SF - Air PLANT (1) STREET �i� lart 41.0;v �\� I off COVERED PATIO: 0 SF ISI TREE: 2"CAL. moil I\ ' �iI DECK AREA: 0 SF I'� KATSURA TREE/ �` +� • a. LOT 111 co CERCIDIPHYLLIJM ' /° —Ail. TOTAL COVERAGE: 1,906 SFPLOT PLAN -ss ps ss JAPONICA ss ss „ SI SANITARY LATERAL —WATER METER 38.4 % r H r � -28.00' A SW 174TH LOOP IMPERVIOUS AREA: 2,685 SF o SD a SD SD 26p SD — SD SD E. STORM LATERAL —� 1 _p / �►,��, � i m CITY OF TIGARD 0 POLYGON NORTHWEST (503) 221 -1920 0 C Approved by Planning 2 V 1 W� PROJECT NO_: 395-029 Date: �� (� TYPE: CONSTRUCTION ( SCALE REVIEWED BY_ PRE LOT 111 (R-7, LARGE) Initials: LS10 0 POLYGON AT WEST RIVER TERRACE Z 13787 SW 174TH LP 1 INCH=20 FEET /f_S-/ o/ o0 /yy LEGEND: —ss SANITARY SEWER Pacific SD STORM DRAIN Community Design ' I I , Ti, ( w WATER LINE 12564 SW Main Street I I I I MANHOLE Tigard,OR 97223 i : Id/: I ( I. j ( I ® [f)503941-9484 I C 1 CATCH BASIN I c I E ( -- DATE: 12/15/2015 I---c I STREET LIGHT REVISIONS 100 101 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I\< 262.2! ;,�� 262.0 — EROSION CONTROL 55.0' I — STREET SECTION, SEE I © CONSTRUCTION DOCUMENTS II ` II ___•A I I '- 26.00' i 1 �. I I I, I I' - , — — —1 SETBACK SUMMARY N y_ I i s a It a I FRONT SETBACK: 12' �, 4 I , I r.- N I- L SIDE SETBACK: 5' I STREET SIDE SETBACK: 10' L°` 10.00' I fi 5 QQ REAR SETBACK: 15' PORCH SETBACK: 8' 1 I 01 I I 1 ,` j I , , 1, GARAGE SETBACK: 820' ' I t �• I iI E \ PLANT (3) STREET _ I 111 110 11. °., I e o TREE: 2" CAL. "' I I i 4,963 SF I I. YELLOWWOOD/ , , 1 ; BUILDING: 5AR 1 I I \ CLADRASTIS ; I I FF= 261.92 18.00'; '-. %I LOT COVERAGE: ry �;.° o Is I GARAGE I a ,PUE h , pN 111 ' ° ( �► I , Il I 1 I I LOT AREA: 4,963 SF �'Lu ` ——— r1 1 ' __� -- 1-• POLYGON AT 1 i \4 f {PORCH E -.1 L� _ — '2-. / °,, O I I I ' / - BUILDING FOOTPRINT: 1,814 SF t�' ' Ii 1 WEST RIVER W ' 1 v� Z 11 �° I% i _4—— — II — i 6.00'_ �/ _' ` � j 18.00' 15.21'— 20_00' I ,I —2 .1 pUE I COVERED PORCH: 52 SF TERRACE 3 % I^ ��2° (/VV .�H�jj� rt CANTILEVER LIVING SPACE: 40 SF _i 260.9 �/ /1IIIIhc1 . V SIDEWALK PLANT (1) STREET �1� • / 41.0\'‘, t ��, , I COVERED PATIO: 0 SF TREE: 2"CAL. �► f +\ N 111, �: � IDECK AREA: 0 SF g KATSURA TREE/ ��(�.e�� �� f 0. CO CERCIDIPHYLLUM •-�1 / ' " LOT 111 SS p 55 JAPONICA �� S\ SS _�� TOTAL COVERAGE: 1,906 SF PLOT PLAN s L 3 SANITARY LATERAL • WATER METER 38.4 % --- III28.00' O` SW 174TH LOOP IMPERVIOUS AREA: 2,685 SF E SD SD SD T6p "" SD SD SD Et: STORM LATERAL --� -° M Vt W -�� -`N w ipp- N U ,411411111111 iI;IZ:: , v .44101 _�o at CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920 Approved by Planning PROJECT NO.: 395-029 2S1 W6 Date: Slic2I( TYPE: CONSTRUCTION LOT 111 R-7 LARGE SCALE REVIEWED BY. PRE ( ) Initials: j 10 POLYGON AT WEST RIVER TERRACE Z 13787 SW 174TH LP 1 INCH=20 FEET f ROSEBURG FRAMING SYSTEM- ".-17-: PACIFIC LUMBER COP' YRIGHT 2E114 1oOa>s builder plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. Q �+ 'AIIQflU32fBCl woodp Product fOl ^"" sono e�oca w. w� Al ��� .osa.....“.. The plans may not be re-used or copied In whole or part,without written permission from Pacific Lumber - 1 in p 'I' III roeE..u+c mcn Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other4+, - � A�) - asrnu smsxe.aRs �w , not OCTAL 1n.w.rca product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or �4 •n'�• eu wMa. o.era: -- copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include _ Rl ti.Alne L DT x:rs CE aaa TO POST aovcIA. 4 ' `� .. penalties of up to 520,000 per work Infringed,ands 100,000 per work infringed willfully. 1104 ?nib r�Q ST a IS-v--- i mAy 2 2 _ GONTR.4GTOR NOTES PE516N NC71735. r•-•t-,./77:„�,,,-, Pit T 4 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "f”-" MAIN FLOORz b OF i ti , 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD kw BLOGKMb PANELS r1IfX BEARMb WALL ABOVE POST LOAD TRANSFER PETAL SCALE:1/4'-1'-O' xST> 111,...11' ,� -kilt� 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA P.1. OF L/480 N.T.S. KTP`- ' �"3� 4)USE CAUTION NOTEDEN CUTTING) FOR PLUMBING PLOORL0APIN6. 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 12psf DEAD LOAD 773515 A PLACIEMENT PLAN ona_ 50 LOAD Y S �/N6ir psf LIVE LOAD START START This layout is to be used in conjunction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all I I FRAMING FRAMING I 1 shear wall blocking placement and connectors. RO�OPLOAD'fN6. I I I Purchaser responsible for approving this 25psf LIVE LOAD PATIO HERE HERE PATIO ayout prior to any construction. 11psf DEAD LOAD / I 1Z1 f4 1 - .. = _.._ _.... _.. .- .15 ___ • s :.::35: u..;..::::... ...:.: .... :._: t .::.....;{}:_.. .. .....:_.-.11 �. --__J5_ II '---- -- -`-- it - ---- ----' JS-..- -'--- - 11- ___ : _..___-_- __ :_ _ _ _. ___ ----J4-.-- ._ . _. • R7 R1 .82 R1_`-- -- J5- t1 ----II _..,4__ -- ..- -'_'.d4-- r - ------- 71 ._t Jit -.J5 ---- '—f1 ... - --J7 --J5----- IF — t • 11 --- -- -n.5— . 8j_ } g C __.__—._J-0 --__—1 l.___ - _-—.._____/l.••_-__11 11 ,4 ._.n.5.__ -- O \_ n n HEIt: PEtJ LL ._.2..': .......-- —71 -....,-=R ________ .__ --- '-- • i, Mil {-J2— (0- —_13 2 _-. - _-_-. _ 13333 — .f3- -- __ — k _ _.._ _ .f __..—. 11-..12- ._- - ..12_{ _- _- -. „:.,..„...____„.„.........._„21[.„...„„::::„=:::::....._.„„: ,I 2 I I ;11 — tt - 2 I C_ -1 L PORCH r1 I PORCH 1 1 1 1 1 IMPORTANT? I REFERENCE L J SU DE FOR ALL FRAM NI ON IS PL 1 4-SI (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON 5A Mrk* Material Width Depth &rade Qty Gut Lth Tot Lth LP6END: PaC1II - //�� 51 RigidLam LVL 1 3/4 9 1/2 1.5E 1 16 16 umber ( H )--HANGER GALLDUT 52 RigidLam LVL 1 3/4 9 1/2 1,5E 2 1 4 28 [WHERE PLATE NAILING AT ' ��// B3 RigidLam LVL 1 3/4 9 1/2 1,5E 2 12 24 'SNEAKY{ALL ABOVE EXCEEDS ONE ® -SUPPORTING POST R1 OSB Rim 1 9 1/2 1 O 16 1 60 ,RDLN,PROVIDE ACC'L BLOCKING OR p ® -POST LOAD ABOVE J 1 RFP'-20 1 3/4 9 1/2 1 3 1 2 1 56 'WIDER RIM MATERIAL AS RE.7D. & TRUSSCo M P A N Y J2 RFP'-20 1 3/4 9 1/2 13 20 280 C CONFORMS TO C�:Gt IGlICpr R -RIMBOARD J3 RFPI-20 1 3/4 9 1/2 2 2 4 5930 JEAN ROAD LAKE OSWEGO.OREGON 91035 (503)858-9663 LB -LYL BLOCKING CONFORMS TO DEIGN CONC-r^;WITH J4 RFP'-20 1 3/4 9 1/2 3 7 4 42 RFitSIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 5A .. -JOIST BLOCKING J5 RFP'-2O 1 3/4 9 1/2 13 30 390 S awoxsmmom.meow" JB 1 BLKG RFP'-20 1 3/4 9 1/2 25 3 1 S ❑.o maoa... ❑ NON-CONFORMING-REVISE AND RESUBMIT GUST OMER: 2/25/1 N J -JOIST GALLOUT no o.a vo° � � n;:s:,7;er:w,:.+s Bae aEus p Ro.Ek'.x cry.cre:Nx PLAN DATED: 2/2'5/14 B -BEAM(FLUSH w/JOIST) JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 8 3 1 8 ❑Xmum.roreac-aonu.a'e...R FWu MT M_IW coP 0 GCT MS RT Xc- ow 1N ru lar trN--,a,s .-roilrt: :wow=SIP 1l� :sz:ai OW'S_am?tc;r;onss u;F wicx wi r.-.t:a..in DESIGNER: KAML HEN17ER50N DATE: 5/25/14 NOR -HEADER(BEAM BELOW JOIST) Accessories ,•,....,„., ' " ca„An.. _RR rnS,V,5s+:.2, wa-w�;.o Sik.1;PRI".L r00:10. a d H 1 THO 1 1950-or-ITT9.5 4 .k a w: ;.. amn. 'NM R, _?.:SG:pba ib,"1' P L 1 4-5 V �1 (MAIN) SHEET: 1 of 1 BOO-BEAM BY OTHERS I MIieEANBr, rEEnrE;is CT ENGINEERING INC^ [ * • POLYGON SA PL14-89 UP 14"OPEN WEB JOIST© 19.2"O.C. 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS p START FRAMING HERE Ir Products -M1 PIotID Length Product Plies Net Qty I I '°� -. �'� RM1 47-00-00 1"x 14"APA Rim Board 1 1 e / - 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 B RM1 12-00-00 1"x 14"APA Rim Board 1 1 C P ^4 N r r r RM1 8-00-00 1"x 14"APA Rim Board 1 2 LL LL LL 4 RM1 4-00-00 1"x 14"APA Rim Board 3 t1. 1 U1 y ,A LO U BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 = >L BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 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 o A BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 a' ;°1' l t l BM9 19-00-001 2 1.5 RigidLam LVL 1-3/4 x 14 1 1 =LL LluLE'—i RM1 s I BK1 17-00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 o o�I o BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 8 R - BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 r � _ —£, :. `� BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a r �' _L. A BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ( �` � �" BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 s — fr — c ,,.co e)P. p = ��0 o 2 BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 ( i R r, BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 o § BM11 4-00-00 BBO2 Al B� i t I , A 4 1 1 --:� _— _ _ - _ 11 BlU s�OONG R_O II LOADING I1uujjjujiii -- —e—TM7 , _ �r RMI A RIM BOARD 40 LL 15 DL g N B " ACCESSORIES QTY g F 5 Q TH017140-2 16 '.. 8 Q ITT14 3 f. s P �v I 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' — ALL w — ! P E �.r ? c - , •c I SHEAR BLACKING PLACEMENT PER STRUCTURAL PLAN - F - REFER TO STRUCTURAL PLAN FOR ADDITIONAL k I POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. g.. ° - r m I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. .,I9 �aj11D —MPII _Ct-_�— _—_ TIL — (FLOOR DESIGNED TO MEET OR IXCEED 11480 DEFLECTION CRITERIA( �g� -- --- 8— N WHERE PLATE NAILING AT . _ — — r II SHEARWALL ABOVE EXCEEDS O:NE — - -- `� -- ROW,PROVIDE A O L BLOCKING OR ,I I I WIDER RIM MATERIAL AS RED'D. F O CONFORIG TO DESIGN COIFCEPI JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN E...warm bee.�awOBr 0 NON-CONFORMING-REVISE AND RESUBMIT .'FOwelt TO"smw meow `-,moms.wren 715 SRIF DIABB!RBI MD mrBEG FOS BMA.. KPAVSE rt pwy ao w_ .'yy�" 2-T'i FS-46tl:BNi.F O i47ArS rT"1-7 1 paces umber fhA;f3TBBi iss A V RSF7eSBELItt Iii;Am.-mtkR:TM TIE 3Sf. s ar,-, u SAWtorwro An;BNE !Sty SilE1-0 (24X36 SHEET) SCALE. 1/4" — 1'-0" • � w=-� F T s �+"� m � BED`st�u;a & On.Fww m B8/22/14 I Br re*R.Mos Cee September M.Zpu TRUSS COMPANY' m aB MILRRANDI ARCHITECTS I CT ENGINEERING INC