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Plans (93) 1375-7 g6<.; C7/ 1IST i6 — O'O ix LEGEND: I\ I ; I I! r Ji I l i i I I —ss SANITARY SEWER Pacific I I I L —SD STORM DRAIN Community 1 y 'I I ; II I' I N I —w WATER LINE Desi�ll 12564 SW Main Sheet L 711711I O • MANHOLE - I I ^ !'_ - - Tigard,OR 97223 L` '1: ( ' J- - - - ■ CATCH BASIN m 503-941-9484 DATE: 12/8/2015 0-+ STREET LIGHT -\-----: REVISIONS \ TRACT I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION �6c� D4 X60 19.0( EROSION CONTROL J 3.00' CI STREET SECTION, SEE 262.2 4.00' 260.9 34.0' ��, PUE CONSTRUCTION DOCUMENTS _ — -- 1 Tr------n1 T 7:;---;....—.-- : 1 I 11 ' I SETBACK SUMMARY RECEIVED ,,/, 11 I I GARAGE it I �l ! 1 , ' 1 I 1 FRONT SETBACK: 12' ' / I I i ( �� i I i SIDE SETBACK: 3, MAR 0 9 2016 I , 1 I , STREET SIDE SETBACK: 8 f REAR SETBACK: 3' ( WARD III...411 I PORCH SETBACK: [9I , ll�'E+ ' dl 1r'if —z 6.00' �� ' 41 I-�;-' 6.00' I 8' 1 I I 2,720 SF � ;` f1 I _ ; * BUILDING: 4D ; o I lb m FF= 263.52 ; I o E I 42 1 , 1 40 , i' i O CV � _ ' I I LOT COVERAGE: 1d \ _it I .-----_-=,--1u 1 ao) `TPORCH 1 '� N 0 I N.1 �.� I r i I LOT AREA: 2,720 SF I POLYGON AT J JO °, 262 9 I 24.75' II 6.00'r I BUILDING FOOTPRINT: 1,117 SF W 19.50' J 11 261.3 PUE [ WEST RIVER _ — — — — COVERED PORCH: 36 SF UJ , _Ai �� _ _ANw�_� .440.!4_, _WATER METER /� TERRACE a PLANT (2) STREET �� Allik34.0' Li �® a �� CANTILEVER LIVING SPACE: 0 SF wia O TREE: 2"CAL. '� '� 4l'aml '- �� DECK AREA: 0 SF GOLDENRAIN TREE / _ � . - KOELREUTERIA - mm� ���■ i�!���i�a mmi TOTAL COVERAGE: 1,153 SF D. PANICULATA (SANITARY LATERAL 1 1111 ■- LOT 41 16 ow- ss �_ SS 42.4 % H A a PLOT PLAN ° H STORM LATERAL 28.00' SW 171ST AVENUE IMPERVIOUS AREA: 1,487 SF i • a a' as ., izt AairAvA. 41.10. ET_ M-_. w .li� , M M/Irak AI Er_ -�ri�7��/I/��-�ti�I- � U .— o ,� 0 -1- o 0 POLYGON NORTHWEST (503) 221-1920 CITY OF TIGARD 0 2S 1 W6 Approved b Planning O0. PROJECT NO.: 395-029 P Date: TYPE CONSTRUCTION LOT 41 (R-12, STANDARD) / SCALE REVIEWED BY: PRE o POLYGON AT WEST RIVER TERRACE Initials: LS '° ° 13757 SW 171ST AVE 1 INCH=20 FEET �`°� PACIFIC WMBERCOPYRIGHT 2013 ROSEBURG FRAMING SYSTEM" w.<-,..wrx.:uA .mwra: SOLDIIE These plans and the designs arLumber Gompany 2013. - QKi�}r enginee led WOOC1 J0L0(}UC13 10K�C1V`S�Judde/� , III The plans may not be re used or copied.In whole or part,without written permission from Pacific Lumber .,I' ro eeGompany.which retains copyrights to,and ownershl of the lans.Use of these lans b an other n,srAcKs P P P y y, rercv « - product supplier other than Pacific Lumber Gompany is strictly prohibited.Unauthorized use or------ II seAa ocKs - - copying of these lans,infringes rights under the R� �� LVL �� � �' q ` scwnro rosy Aeove g P 9 9 nd$10 ,Act.Infringes face liabilities that include iresFrr1M+61o¢esT PR�DDatas sibawUp6 Fov�s !j �IIr�- "- Penalties of up to s2o,000 prr work infringed,and s t 00,000 per work infringed willfully. Ft ELI° • ~ .,,�� `/ ��� RFPI/JO ST �� gNR u 9 201 A +p�' .-' GONTRr4GTORNOT,�Sr pG5il6NN07Fx - �w '''''' + ° OF 1 q yy y}#"}y', 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM NAS .�� � �, i,, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR rr 1i 1v.Y, ' (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD BOLL,"6. 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI BLOGKMG PANELS BEEN BEARING WALL ABOVE POST WAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.TS. N.TS. 4)USE CAUTION WHEN CUTTING MOOR LOAO/Nb. FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER.SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS 5LEOP/NGAREAS. 30psf LIVE LOAD 1 2psf DEAD LOAD ROOPLOAO/N&i. 25psf LIVE LOAD 1 11psf DEAD LOAD ii PL.1 3-03(MAIN) POLYGON 4D pei Jl-- ' J1-- 1 Mrk* Material Width Depth &rade Qty Gut Lth Tot Lth J - R i • R1 OSB Rim 1 9 1/2 1 16 1 1 2 J2 _ I R1 J1 'I Rt I d2 - - J1 RFPI-20 1 3/4 9 1/2 11 22 242 ( r J2 RFPI-20 1 3/4 9 1/2 2 1 6 32 .:.:. tl .__._p_}... J1::.. I ... - .J2 - :::. J1 ._R-{........ -::-{ _.:::,J.2 J3 RFPI-20 1 3/4 9 1/2 3 24 72 Rt - -- t{ J1 -.. T 1- 11 _I. __ J,-� - -- J4 RFPI-20 1 3/4 9 1/2 2 2 4 1 JS RFPI-20 1 3/4 9 1/2 1 20 20 ee,, JI-20 6 RFP 1 3/4 9 1/2 3 12 36 J1 RFPI-20 1 3/4 9 1/2 5 4 20 :::::: .::::.:.._ 1 �J}_.:. J8 RFPI-20 1 3/4 9 1/2 5 5 30 J51 BLKG RFPI-20 1 3/4 9 1/2 22 3 66 - -- (1 J1-- - ... -- J1 1- ---_... .......__ 51 Ri gidLam LVL 1 3/4 9 1/2 1.5E 2 14 23 U 1 �1 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 12 12 O -- - p1 JC- "'.JB1 "" iO.:. JB1 B3 RigidLam LVL 1 3/4 9 1/2 1.5E 2 6 12 v PATIO .:::.. _ ff J t:::. :::.. ::: : ::, J{ __. W DI Accessories® JB1_ -_ _ J 1 _ J 1 PATIO P H 1 ITHO 1 1950-or-ITT9.5 13 O -- t Rt ... _ J1 _11 I _. ... ri tf 1`f" 1I 11, J4 DI LL ....::: JS 1 .44 J4 ', J4 J4 J i 1 4- K I� Jb.... i {L r JS K ryi. J1.. J1 fv 17 R1 1 JB1 �_ 7 7 P s .131 J1 _... Ri 0 CONFORMS TO DESIGN CONCEPT ... J3 R1 ..J3- ._... ... I ... ... B{ .-.. CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED Jr- -- Il J3 -- R1 0 NON CONFORMING REVISE&RESUBMIT .S 1 MTV, 3 WI 3,.:.BEEN PL EYE- EJP' ,l a'N cE .. } }... .._ 1E i r P- c' 17 F 4 TFF 1 START J. . J 1 f �} START *wr r u AI e a`1. 3ECODE,.FA E E,.,FAA FRAMING I :GRIT:..,.. ,SK•DRAM* HERE s r ,r ,r J6 J6 1 By David R Burnett Date 10/6/14_ R1 , FRAMING 7 Ja Ja Ja Ja Je III d& R11 HERE MILBRANDT ARCHITECTS • f B3 'B3 R ..5pyin2fizrewJ8 J8 J8 J8 J1 - O/ R.1- JB1 .�1R..1....._I 1 d61 iv �, R1 REFERENCE INSTALLATION n GUIDE FOR ALL FRAMING PORCH PORCH DETAILS AND I-JOIST INFORMATION LEGEND: L J "fia---HANGER CALLOUT /ABOVE EXCEEDS iLIhiG AT SHEARty E ' -� � ;AEiOVE EXCEEDS CNE ROW,PRCViDE ADD'L ® -SUPPORTING POST !BLOCKING OR WIDER RIM MATERIAL AS -POST LOAD ABOVE . REGD.ELSE LAP SHEATHING PER DETAILS & TRUSS. COMPANY R -RIMBOARD C LB -LVL BLOCKING C FORMS TO DESIGN CGNCPT LB -JOIST BLOCKING g CONFORMS TO OS GN C6NaPT MT 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)555-9663 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER 4P J -JOIST CALLOUT 0 NON-CONFORMING-.R:'0 RAND RESUBMIT CUSTOMER: POLY&ON }.7PB%0.-KEN E.eNE t CCI?c:x.:±iwxa PLAN DATED: 12/26/12 B -BEAM(FLUSH tu/JOIST) r....:: c:.:r*cw:er�x.i .,AE 4.1'A a::re�r ru-. t.A M;'I E EA ,] C- vT EB0E F N0 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT s V: W s MB 9-E: ;r- SE E GCE-NA 1+,rr Eyre DESI&NER: KAM/BEL/11000 PATE 1/1/13 BBO-BEAM BY OTHERS '` E00-,04,TDIE. DON,WIN SEAL SCALE 1/4"- 1'-0' _�:T ENGINEERING E.e,ts, t,:s=n;erx 11,sola GGINEERING INC" PL 1 3-03 (MAIN) SHEET: 1 of 1 E1 CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED START FRAMING HERE 0 NON-CONFORMING-REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RM1 POLYGON NW WITH DES!GN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN - - -- - DRAWINGS.SPECIFICATIONS,AND APPLCABLE CODES,ALL OF WHICH HAVE 4D PRIORITY OVER THIS SHOP DRAWING PL14-333 UPPER By DavidDpR Burnett Date 10/24/14 9/25/2014 MILBRANDT ARCHITECTS / CONFORMS TO DESIGN CONCEPT 4. Products r, PIotID Length Product Plies Net Qty— CONFORMS TO DESIGN CONCEPT WITH .,t— I- 'r F I F'" HI F- I` H -t1 €- i. RM1 51-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN LL. LL Lis I LL I° LL L 1.i...., LL k u. :• a. a.1 `-LL �. - RM1 30-00-00 1"x 14"APA Rim Board 1 1 RM1 22-00-00 1"x 14"APA Rim Board 1 1 NON-CONFORMING - REVISE AND RESUBMIT RM1 15-00-00 1"x 14"APA Rim Board 1 1 NIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RM1 12-00-00 1"x 14"APA Rim Board 1 1 S"/ITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RM1 11-00-00 1"x 14"APA Rim Board 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ! ! i ib,i'' RM1 8-00-00 1"x 14"APA Rim Board 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY BK1 3-00-00 1"x 14"APA Rim Board 1 1 OJfR THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. RM1 3-00-00 1"x 14"APA Rim Board 1 1 By: Todd R. Eaton Date: October 30, 2014 1. II RM1 2-00-00 1"x14"APA Rim Board 1 3 CT ENGINEERING INC BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1IiJ q1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4x14 1� � BM4 22-00-00 7 X 16 BIG BEAM 1 1 _ - : WHERE PLATE NAILING AT SHEARVVALL RM1 1-0, 00 BM1 10-00-00 3-1/2 X 14 BIG BEAM 1 1 ABOVE EXCEEDS ONE ROW,PROVIDE 1 s ADD'L BLOCKING OR WIDER RIM MATERIAL BM8 9-00-00 3 1/2 X 14 BIG BEAM 1 1 BM5 5IO' -00-00 3-1/2 X 14 BIG BEAM 1 1 AS Ran/EELSE LAP SHEATHING PER re FT1 = ACCESSORIES QTY ... 0 FTI , < 0 TFI414 11 , ter © ITT14 2 FT1 0 a 1x14 OSB RIM FOR SHEAR BLOCKING 24' co FT1 d,... FLOOR LOADING BK1=BLOCKING T 1 RM1=RIM BOARD 40 LL BM2 15 DL u ar REFER TO STRUCTURAL PLAN FOR ADDITIONAL I 1-13 m POST TRANSFER BLOCKING I ice AND SHEAR BLOCKING REQUIREMENTS. o ( SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN j HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 i 3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA FT3 Q ll FTS FT1 i ' I JOIST WITH RIM rt FTI mea FTS cel F1 Pacifi FT'( umber BM1 FT4 • i & TRUSS COMPANY RM1 BMS ' M RM1 0 CONFORMS TO DESIGN CONCEPT 14" OPEN WEB JOIST @ 19.2" O.C. CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED 0 NON-CONFORMING—REVISE&RESUBMIT • START FRAMING HERE tp POLYGON NW THIS SHOP DRAWING HAS BEEN R L'iEWED FOR GENERAL CONFORMANCE 4YITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE F.ABRICATO2rVENDOR GF RESPONSIBILI FGR CONFOR�`ANCE WITH DESIGN RM1 4D DRAVANGS, SPECIFICATIONS;AND APPLICABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. BM4 A — PL14-333 UPPER By David R Burnett Date 10/24/14 9/25/2014ILBRANDT ARCHITECTS 1 Products PIotID Length Product Plies Net Qty L >o v RM1 51-00-00 1"x 14"APA Rim Board 1 1 ,, _ o (N. rs4 P.I 0 :cst cif c s CN ua Era co cc3 RM1 30-00-00 1"x 14"APA Rim Board 1 1 " =Cr ,= I 1t t t 4- 1F F IF- i— 1 € I c =o ll-L. ,u- u- fr aH ALL, ILL ILL u_ LL Lc. u_ ' RM1 22-00-00 1"x 14"APA Rim Board 1 1 '—-a m RM1 15-00-00 1"x 14"APA Rim Board 1 1 o — Q Q RMI 12-00-00 1"x 14"APA Rim Board 1 1 - if) "}i=> Q—c.U H O RM1 11-00-00 1"x 14"APA Rim Board 1 1 o o W RM1 8-00-00 1"x 14"APA Rim Board 1 1 cL �, o=} BK1 3-00-00 1"x 14"APA Rim Board 1 1 u v `; `:~" LLI Z t= 'x V 0 RM1 3-00-00 1"x 14"APA Rim Board 1 1 0 0 cr) —;;o 0 44 RM1 2-00-00 1"x 14"APA Rim Board 1 3 c a w o '-Q 0 I—i { W O r~-e ciJ 6 Z Z ti!O O U BM3 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F Q Q F ii O i BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 c71 c7 c, >t8 g§z BM4 22-00-00 7 X 16 BIG BEAM 1 1 C3 Q z LuQa H 4 BM1 10-00-00 31/2X14 BIG BEAM 1 1 C4 0 En m3 1-- • CC Asz acs IIIIIII m 2 IBM8 9-00-00 3-1/2 X 14 BIG BEAM 1 1 v� cri t) _>o 0 0 LULU 1-0. 00 • RM1 BM5 F - BM5 5-00-00 3-1/2 X 14 BIG BEAM 1 1 's z I: c a Er a m :2: IL FT1 u. LL E . ACCESSORIESt7 O . t`,3= CD QTY = -+ U,Z= Q iz >: .,..... �.,,. ... ,., , zzG ia.J '�fly = FT 0 TFI414 11 O Oce z o o o Z =="s = LU z ,:. 6� © ITT14 2 z, FT1 ' coa I•— i 1x14 OSB RIM FOR SHEAR BLOCKING 24' �1 n _�, s fT€ FLOOR LOADING y 1,:,.. BK1=BLOCKING FT1 RM1=RIM BOARD ii 40 LL ,.. 15 DL - it FTS ..J w w 0 EE- — BM2 ..a REFER TO STRUCTURAL PLAN FOR ill.?..' cc g 2 POST TRANSFER BLOCKING w z II AND SHEAR BLOCKING REQUIREMENTS. _ co CC F- 1 I ', SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN C o w li 1-1 3'a. z w Fn O I! HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. Z '. OOQ Qz 0o 3- ,7," dim FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA o?III f ¢XON I -Adman' '•,ea knowsummant 11 C _ t _ �� � I-1; �>i WCD O¢ FT3 II, al C) ¢o JOIST WITH RIM 14 4 FT1 It I FT1" A - FT1 ct Paci umber FT4 FT1 & TRUSS BM1 iinciRgra RM1 :+ BM8 =`_ %_:,............,,,,,,. .._.,' RM1