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Plans (97) IMS-" o — O5% 1 ksSI✓J Qdk cr\ St LEGEND: ss SANITARY SEWER Pacific T '— 1 STORM DRAIN Community o q �- r - = =� ]� - �U I �� --�� �, Design — �'— — ;— `"— — - - — —w WATER LINE j I / I 1 - 6 3 12564 SW Main Street I I ' 299.1 f i 295.6 1 MANHOLE Tigard,OR 97223 I I [T]503-941-9484 50.0' _ CATCH BASIN Mis% !b� _ r.:-€n .: ...:.. :. .... / DATE: 7/20/2017 ��•-....-+r► :mow' ��1iv miilig wr► .m...�x `MIL =ua, I [ REVISIONS DATE DESCRIPTION I 1 i`f ,'` r ;` STREET LIGHT No. s oN '•" i ;; 29100— r — 37.00' STRAW WATTLE PERIMETER I r L EROSION CONTROL 1 I I ! �, {' i1 �� FLOW DIRECTION ARROW L -� r I / / STREET SECTION, SEE _ J :� ,' j��� ` 0 CONSTRUCTION DOCUMENTS j F ;' ) 1 I I: 95 r� 4 i, I I ;? Il 0 5,000 SF , 1 SETBACK SUMMARY 1 r FRONT SETBACK: 12' ,- SIDE SETBACK: 3' r g' ' BUILDING: 3A 0 1 I 1 I I FF=298.01 -. ( 1 STREET SIDE SETBACK: 8' C I � 1 FRONT GARAGE SETBACK: 20' N I 1 1 FRONT PORCH SETBACK: 8' I 4.00' -? 8 00' REAR SETBACK: 15' % REAR COVERED PATIO SETBACK: 10' N j GARAGE 1 „ter . .. ° "' --_ L_ Po H� � _ I , I 1 LOT COVERAGE: 6.00' t Lu I - -' / Z 1 RIVER N I PUE, TYP. ', o �, z �� LOT AREA: 5,000 SF 0 18.00' , TERRACE 3 ;` i - 20.00' — 17.00' -- ( N -` - _ __,_ _ - ---r - - - - BUILDING FOOTPRINT: 1,585 SF O 1 = 296.3 I rI �r ,,,`,_� EAST co 41111/11/1/50.0,7 - — o rX WATER METER 1; 50.0 ii N J N COVERED PORCH: 45 SF ' ;i ,%' 293.1 0 i' ; II, � a �, f ;' ✓�1 COVERED REAR PATIO: 0 SF 0. IMIIIIII1U111MEIIIIIIIIIIIM �► STORM , LATERAL , � \ \' \• \ I CANTILEVER LIVING SPACE: 16 SF o SS Mi " Si ^, SS y- - SSS 5S \I ._-_- 95 c \ (2) ROHANI EUROPEAN k \l \ ` SANITARY LATERAL DECK AREA: 0 SF PLOT PLAN O BEECH / FAGUS \. }� 1 O ,1 SI? SYLVATICA'ROHANII 11 SIS SD ,' BIRDSONGSpB Ilir TOTAL COVERAGE: 1,646 SF r .; 1, _ __ a- — _ , I STREET , }� : , l �wiI1. 32.9 % Cz I, , -AII=-- / I\ z "'"' I °' IMPERVIOUS AREA: 2,352 SF /I 1 / = 7----1---,. - ice.. 'I t`�i� ' � -.? I I I7 ELv 0 CITY OF TIGARD 2 POLYGON NORTHWEST (503) 221 -1920 Approved by _Planning p f 0 p+� y�: I' 31-l,, (i) PROJECT NO.: 395-041 2S1W6 Date: TYPE: CONSTRUCTION LOT 95 (R-7, STANDARD) initials: 5� SCALE REVIEWED BY: PRE 0 10 20 RIVER TERRACE EAST p 1 INCH=20 FEET z 16793 SW BIRDSONG STREET PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM'" - �� quality engineered wood products for today's builder ""O4 ^" 0""-" °I °""a° 'I' - ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. .1,,4`,==,. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM'LVL RI GI D RI M- "'4°°'"^aw• ,I �� ;oe ,,�eEeCompany.which retains copyrights to,and ownership of the plans.Use of these plans by any other a.�nmla" EARLS SEA FL'ASSproduct supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or i� '.,„,-w°+. ,II� PER DETAIL I a.MATON PP P yaoseeuaa FOREST PRODUCTS ,N ,�. eSTALL AREA Or BLOCKS copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include �� / PRODUCTS `� iBELOW TO POST Aaove penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. 1i RFPFJOIST ��«�,P ' r CONTRACTOR NOTES: P55/6N NOTES, '°^•'•"'°4 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR 5Y5TEM WAS 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ==: EXCEED THE LIVE LOAD (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI`BLOCKING PANELS WITS BEARING CALL ABOVE POST LOAD TRANSFER DETAILOFL/450 (UNLESS NOTED OTHERWISE) N.T.S. nrs. 4)USE CAUTION WHEN CUTTING PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD START 2psf DEAD LOAD SHEARWALLS START 54EEP/N6 AREAS: FRAMING THIS/5 A PLACEMENT PLAN ONLY. 3opsf LIVE LOAD FRAMING T1 his layout is to be used in conjunction with 1 2psf DEAD LOAD IHERE HERE I Architectural/Structural plans.Verify all I PATIO I II PATIO I shear wall blocking placement and connectors. ROOFLOAD/N6: II O / O Purchaser responsible for approving this 25psF LIVE LOAD D - —7-, , , _. ________________, _., ____ ayout prior t0 any construction. 11 psf DEAD LOA I.I. f �;,, -- - J> FI1 Ik 1 Jb Jb I-1 I I JS = J5 H p. —6 - 11-.5 . -1131 — Pi Jb Jb Jr. RiAIL J. J:11 III Jb 1..1 1 JG 1 Jr I 1 — -' 'ij _ Jr ill - JE: I JE. . . 'I Jr, -- — — Jr — ------ ---._II �b -f- _ —__ — .._ -- __..----• i Jr.— - --� I I Jb _ —: J �1 J J 1 I IN = J� Jo t v 55 I - -_J. A Jr, - s J$--- J Jb 1:1 - - _- I _ • ii o o y ry ry 44 li_ ;j J2 Y K — ,'F 2 - 1------13.------ P J2 Iy�7,I n N.ry �r,`� _.._ ,AI II� J2 `�'._ — _... — R1 1.1 J2 t 1 J2 J2 I• --- p 2 •' J2 if II c J1 ,�{ Jel 1 -11 J 1— J9 1 I F'ORGH J' J' PORGH I � = 1 1 I L I /MPORTANT7 REFERENCE INSTALLATION PL 1 4-1 1 8 (MAIN) GUIDE FOR ALL FRAMING POLYGON 3A DETAILS AND I-JOIST INFORMATION Mrk* Material 1Nidth Depth Grade Qty Gut Lth Tot Lth R 1 0513 Rim 1 9 1/2 10 16 160 LEGEND: J1 RFPI-20 1 3/4 9 1/2 3 10 30 MAIN FLOOR JOIST LAYOUT J2 RFPI-20 1 3/4 9 1/2 10 13 1 80 WHERE PLATE NAILING AT Ha—-HANGER GALLOUT J3 RFPI-20 1 3/4 9 1/2 1 6 6 SCALE: 1/4°- 1'-O" ROW, ALL ABOVE EXCEEDS ONE Paci-i4umber ® -SUPPORTING POST J4 RFPI-201 3/4 9 1/22 24ROW,PROVIDE ADD'L BLOCKING OR JS RFPI-20 1 3/4 9 1/2 14 28392 WIDER RIM MATERIAL AS REQ'D. & TRUSCOMPANY ® -POST LOAD ABOVE J6 RFPI-20 1 3/4 9 1/2 14 12 163 131 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 35 0 CONFORMS TO DESIGN CONCEPT , R -RIMBOARD 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 ® CONFORMS TO DESIGN CONCEPT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 LB -LVL BLOCKING JB 1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: SA JB -JOISTBLOCKING ®CONFORMS TODESIGN CONCEPT EI NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT Accessories ❑�uvlslore NOTED NCONCEPTwI'" THIS SHOP DRAWING HAS BEEN AMMO FOR GENERAL COXFO°Na4OE PLAN DATED: 3/1 7/1 4 H1 I THO 1 7 950-or-ITT 9.5 4 ❑ F['H THE BECIGN CONCEPT ONLY AND DOES NOT RELIEVE THE B -BEAM(FLUSH w/JOIST) FAERICATOAIVENDOR OF RESPONSIBILITY FOR CONFpeN1NCE WITH THE ItY NOR -HEADER(BEAM BELOW JOIST) DES:GT IS SHOP AND SPECIFICATiCTO AS D VERIFICH WE DINEPR1OBSID DESIGNER: KAKI L HENDERSON DATE: 4/14/1 4 OV EA THIS BIpP DFAWSN5 CONTRACTOR SNAIL VERIFY ALL DiFIEXSIONS, B,B60-BEAM BY OTHERS huiaFuk. Cate 5/2004 By: Todd B.Eaton Date:atteter Id.2014 1 1 1 1 MIIBRANDT ARCHITECTS CT ENGINEERING INC FL 4— S (MAIN) SHEET: 1 of 1 P 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 k RM1 RM1 43-00-00 1"x 14"APA Rim Board 1 1 _ m « r I, •J -., E, to8_® ® , a .® , RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 ® RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 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 E. / _' ' _ � 1, , 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 i BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 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 I 1I-05 3 y pT-0Q-0C L` BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 L_ —h IBr410j�—_ _�_, K1 M9, „_ _�__.__ A BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 r — --w--- --v- -` — r— ` A I-7—r I IBMBI— BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I 11 BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 II BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 �!'a. =`� m BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 < i> 1 '�� II t5 ^i c RM1 I. u - � BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 n II i•n, BM6 6-00-00 3-1/2 X 14 BIG BEAM 1 1 i BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 9 II FLOOR LOADING' ' 4it ®.`.101-0 BK1=BLOCKING 40 LL G `t t i K1 f RM1=RIM BOARD '- — w = 85.x— r= 15 DL M3 II ii O, 01 t I L_' -� �" ACCESSORIES QTY II _ II � ' Q TH017140-2 53 I _ - A e © HUC412 3 I� 1 X 14 OSE RIM FOR SHEAR BLOCKING 28' II IL © HU612 1 i I c; .- II C6-03 or pp ;i K1. i pro SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN __ K1—_ — BM1 L K1 II I L O REFER TO STRUCTURAL PLAN FOR ADDITIONAL OM1 -"" — — = - '. (eyllPOST TRANSFER BLOCKING 1 ®11-05-1 I `-(I I AND SHEAR BLOCKING REQUIREMENTS. j� __d_ r___a_nll_6.___EE--'L— — I „__I wm a BLOCK!,THIS AREA I , ''''0 IBM5I I - I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.' 11-04-00 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L BLOCKING ORI ' WIDER RIM MATERIAL AS REO'D. ail / - (24x36 SHEET) SCALE: 1/4" = 1'-0" ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH El CONFORMS TO DESIGN CONCEPT REVISIONS AS SHOWN ❑RWEv�sloia Ho,EosiGN CONCEPT WITH 0 NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DIMING HSS BEEN REVIECED FOR GENERAL CONFORMANCE ❑ E WITH THE DESIGN CONCEPT ONLY NIL DOES NOT REIHAN THE Pacifi umber FFBH THEODESIGN C DF CONCEPT ANTIG E E TOPOL.E0E E EITH THE SIG!CRAIY:N:S W S'E.'IFECRTIONS ALL OF WHICH HAYS PREDRITY - "� 0 ER NIS SHOP DPAYIIN4 COATPACTOR 64ALL LERIF'ALL CIlEISSDN9. By Nzra HAU caa EISm4 Ey: Toad R.Eaton Date:seotem/er IS.2014 COMPANY MILBRANDT ARCHITECTS CT ENGINEERING INC & TR TRUSS