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Plans (29) 3 776. $'` /7 5- /sit 77,20/c -- on2ec) LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Community W CJ WATER LINE Desitl� 109 110 111 s 12564 SW Main Street 257.6 I ! MANHOLE Tigard,OR 9�zzs 259.2 ■ CATCH BASIN m so3 94i-9asa 50.0' DATE: 12/14/2015 - - - is - - - -I- -' - - - - STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION EROSION CONTROL _ _ 1 27.00' 1 © STREET SECTION, SEE I CONSTRUCTION DOCUMENTS II loamN Ln ' _ 1rl -1� / r--- 1 SETBACK SUMMARY ?r i i i FRONT SETBACK: 12' / �,L �' - I- 5.00' i SIDE SETBACK: 5' 5.00' r• : --II � ISTREET SIDE SETBACK: 10' ; - ; REAR SETBACK: 15' 102 ; i 101 a 100 � PORCH SETBACK: 8' I 4,600 SF I 1 , GARAGE SETBACK: 20' BUILDING: 1 E i 5 1 FF= 259.53 ' E 11 I o \ I I, I \ GARAGE ; � / I \ I c, I 1 I \ I �. N — 1 ' _IIs---I- ; L_-- --11!L-,----1-1-'r IFP,ORCH� LIT_-Z� JN_jr----1 LOT COVERAGE: o ___ 6.00'– _ i� _� r �_ I o LOT AREA: 4,600 SF o _ L- PUE 259.9 II L17.41 _ 20.00' I 262.E - J POLYGON AT 1�— ��15_21' _ ..�.. _ BUILDING FOOTPRINT: 1,814 SF —. I WEST RIVER N �/ \, ilfl ! 50.0' gi. I. III i COVERED PORCH: 52 SF TERRACE SIDEWALK I ,: v CANTILEVER LIVING SPACE: 40 SF AN, WATER METER A/�W '� , - �i COVERED PATIO: 0 SF o h� -/// AOAmor PLANT (1) STREET 5 W N } i �• S , ; 05 TREE: 2"CAL. 05 DECK AREA: 0 SF STORM LATERAL ri 428.00' KATSURA TREE/ as LOT 101 0 CERCIDIPHYLLUM SW 175TH AVENUE TOTAL COVERAGE: 1,906 SF PLOT PLAN SANITARY LATERAL JAPONICA I SS0 41.4 % 0 ' 41N11,1\ 11111t, lft - .. 2 II 11012.1"wati 111FAMMillrairialli IMF til:ir.-..-- 1 r _ IMPERVIOUS AREA: 2,685 SF / "5 III AM) !W pm 1 ip! 5 N���/ 7._ _/ -N-_� x IPM7- — ; — CITY OF TIGARD t' I 1Approved b Panning _3 Date: 571 / p POLYGON NORTHWEST (503) 221 -1920 2 S 1 W 6 Initials: S 3 PROJECT NO.. 395-029 TYPE CONSTRUCTION LOT 101 (R-7, LARGE) SCALE REVIEWED BY: PRE n 10 0 POLYGON AT WEST RIVER TERRACE 0 Q 13776 SW 175TH AVE 1 INCH=20 FEET Ie F.-..,:::::-.--.7....-,-......:: PACIFlC WMBERCOPYRiI COPYRIGHT ROSEBURG FRAMING SYSTEM'" quat�7y engineered wood products far 1Odav$bulkier- -Mese i �atcrx.L� These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. `"�-"-" Al ��. rosrs 1-1. The plans may not be re-used or copied in whole or part,without written permission from Pacific Lumber /, .`.�..� ro ae..rsenu.� Company,which retains copyrights to,and ownership of the plans.Use of these plans b an other sats...la.mous P P P y y RI ID�M-LVL RIG1DRIM" ' i^^•«-- , ren Aerie:a wrc„ product supplier other than Pacific Lumber Company 15 strictly prohibited Unauthorized use or ---- Bv."xrc FOOT ABOVE copying of these plans.infringe;rights under the - 1 ' -- - III/ BEI-Ort TO rosr ABOVE ng or Copyright ACC Infringes face liabilities that include apt:memo rposrpeosscrS- fd6Eseso fbee,p,socucfE. penalties of up to s20,000 pe-work infringed,and$100,000 per work infringed willfully. fir! IIM 4 RFPi Joh _ r�� Ih • *®w.-«.,�., CONTRACTOR NOTE-4 PE-516N 11bT �., w..�,..„„ 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS MAIN FLOOR 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPf BLALKNG PANELS WRN BFARNS HALL ABOVE POET LOAD TRANSPBc PETAL SCALE:1/4'-1'-O" 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA MTS. (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN CUTTING FOR PLUMBING BOOR LOAD/N6r 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 12psf DEAD LOAD 5LEE1N15/5APL4CEP4ENTPLAN ONLY 30psf LIVEIMS LO AREA-4 This layout is to be used in conjunction with 12psf DEADVA LOADOD I START START 12psf I Architectural/Structural plans.Verify all I I FRAMING FRAMING I shear wall blocking placement and connectors RLg 'COOP / 'PATIO HERE HERE 1 Purchaser responsible for approving this 25psf LIVE LOAD f/ PATIO! ! ayout prior to any construction. 1'7psf DEAD LOAD 41 ,. _._. _.._._ _.._.-- ---._- _ _..- --.---k - - 1.1:..._ --.-...--..._ Jt-- -'-' ----_-3 -- J 1 It 1 — _ J4- J5 il 11 �_ 4 ._- - JS- - 'F - -' .F1- - _ L}2 J 1 - - - Ji 1 -J5 .. _ 1 I ... ---- -9 rrr--� d -� __ —B� �a - :15 - .. .. - = �� I ...l.Y _ ... 11 2INI; 1 99 ...--------------- ----td..-..._ 11 0• 1 ri N re ri 11-- 2. -.- �r,�,f I F v _'lam ,214 - — --- - 11--J?3-- -- -- - ----- -"J2-C-. -- --- -r1 \ -- � .. 1111 '� - ._ 2 1J? f - — J2 — 11 - / / !- i I J2 11: :..' - _ PORCH 1 Ft-.1V .. ._. PORCH I 1 1 1 !!PORTANT! L I I REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 4-S 4 (MAIN) DETAILS AND I-JOIST INFORMATION POLYGON SA LEGEND: Mrk* Material Width Depth Grade City Gut Lth Tot Lth 81 RigidLam LVL 1 3/4 9 1/2 1.5E 1 1 2 16 � • HO--HANGER GALLOUT B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 4 25 INHERE PLATE NAILING AT B3 RigidLam LVL 1 3/4 9 1/2 1.5E 2 1 2 24 1SHEARWAL L ABOVE EXCEEDS ONE :'ROLN,PROVIDE ADM_BLOCKING OR ® -SUPPORTING POST R1 055 Rim 1 9 1/2 10 1 b 160 ® -POST LOAD ABOVE J 1 RFP!-20 1 3/4 9 1/2 1 3 1 2 1 56 ;WIDER RIR!btATERIAL AS REQ'D. i TRUSS C..G M P A N X J2 RFP!-20 1 3/4 9 1/2 1 3 20 260 C CONFORMS TO DESIGN CO RRIMBOARD J3 RFP!-20 1 3/4 9 1/2 2 2 4 f7t_ - 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING J4 RFP!-20 1 3/4 9 1/2 5 14 42 Z M-NFOR'S TO DEIGN CONa--":YTIH JB -JOIST BLOCKING J5 RFPI-2O 1 3/4 9 1/2 1 3 30 390 SI ro„roma R:vIS:ONS AS Sh:O-R PLAN DESCRIPTION/NUMBER. 5A J -JOIST GALLOUT JB 1 BLKG RFP!-20 1 3/4 9 1/2 25 3 75 D C;r0.11:::rwt...1rk,„ C hGYr h OR?L'!G-RE LIE AR`?RESUBMIT GU aTOM� POLYGON J52 BLKG 1."f 5 LVL 1 3/4 9 1/2 1.5E 6 3 1 B gym ''=iyG ce:e'w:u r.AiLE!FOR 2 AL LMTCP no PLAN DATED: 2/25/14 B -BEAM(FLUSH w/JOIST) _ O"o"<°„wsaiK-��swa;...n rr...a1 aeRc:?r<=r scr:w ECU w1 RELIEVE rf F,1F I.M.r,DM c-C, x3161147 Fp: •n”ALL Eli Tit HDR -HERDER(BEAM BELOW JOIST) Accessories _- R ner,Vs MACK5 VZ 4'MMu-1.;,kt p!cte wr ra rn DESIGNER: KAM/L MEMD. .5ON DATE: 5/25/1 4 vFin 1.11 ev�D1141N;. 04,70.7.+..:AV•1 re7n?LL L^.IL :CC. BBO-SEAM 8Y OTHERS H 1 ITHO1 7450-Cr-ITT 9.5 4 -.A..rw:: .- ,a:n. t,w .c,*m .. Fs sei. rrpl;Bf RNC; RkCNIiE.Ii CT ENGINEERING INC a PL 1 4-8 9 , (MAIN)#--sHeET: 1 Of 1 IV POLYGON SA PL14-89 UP 14"OPEN WEB JOIST @ 19.2"O.C. 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS 1 START FRAMING HERE Products RM1 PIotID Length Product Plies Net Qty i "` € i r RM1 47-00-00 1"x 14"APA Rim Board 1 1 1 ( 't t' RM1 40-00-00 1"x 14"APA Rim Board 1 1 � € t RM1 39-00-00 1"x 14"APA Rim Board 1 1 € �,�,1, RM1 21-00-00 1"x 14"APA Rim Board 1 1 4 it tit i 44444 . RM1 12-00-00 1"x 14"APA Rim Board 1 1 I RM1 8-00-00 1"x 14"APA Rim Board 1 2 _ t RM1 4-00-00 1"x 14"APA Rim Board 1 3 i 1 "tilit' itt ! ' rE. BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 I • i Il 1' l' ; ; : ! BM4 12-00-00 3 1/2"x.10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 [ it ( ' BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 r : ,.1 ,: li, :' il ! 'L -i 1:1 61 I;t BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 t I = 4 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 -.m• II (�;_) i BM9 19-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 . ®" .„.1 i ® e ( ti 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I'llBK1 ;• R o , ,i i BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 $ �r BK1 11-00-00 1-5 RigidLam LVL 1-3/4 x 14 1 2 € lgWiRRY=�Y:€ iP =.max-a BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 Iii I ( i o ( I 1ti i BM9 5-00.00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I(�r�ti� BM5 9-00 00 3-1/2 X 14 BIG BEAM 1 1 " g I - �0�(� BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 0 & _ ;r: -i_ —1— I. 1 BM3 5-00-00 3 1/2 X 14 BIG BEAM 1 1 ( BM11 4-00.00 BBO2 1 1 40 LL IITIIII'ii1iir - tf - R ? �� FLOOR LOADING'g x ` a IIWj� G �r dIll ACCESSORIES QTY A ...... ( TH017140-2 16 g k I ; '' ' © II714 3 � � t.a3 � � i ' 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' L ,� a t`_" .. • V o .t._. p 6 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ttt = ttI $ _ REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING t c I , @g &I s,, f, • ; AND SHEAR BLOCKING REQUIREMENTS. I I } I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ! `per I:�u'➢ ;,..._.1,i. _*_ _ _ _„� _ _ FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' //,'. g � P �� �p `WHERE PLATE NAILING AT — t % I H SHEARWALL ABOVE EXCEEDS ONE u� — — — — _ - _JL ROW.PROVIDE ADDt BLOCKING OR ,I I WIDER RIM MATERLAL AS REO'D. fl CONFORM;TO DESIGN CONCEPT JOIST WITH RIM Z CONFORMS TO DESIGN CONCEPT IKIF REVISIONS AS SHOWN ©wox..roo .��r U NON-CONFOR I _ NG-DEC FM AND.RESUBMIT '3 atvlspss ro"rze TF'.REF RNSK:51G BED FEYZt:EC r11.OEM.u”.�FLL:?JG' n sosmv I .IN 1rW ARD NCB-BE= TCIC_"'-RCT MEL'9t W Rac�fi mbar ��i r EPRI'AMAD#C:RED,ASISL^Y R=p',E KG-[W T/TIE w a .„....' � c Leh Tao WARD F5.iw+rt MMTA I R::0:HIND .W�.11ERZY (24x36 SHEET) SCALE: 1/4" = 1'-0" - 'ham I "R` " WADS. R T+rA -rp sRAs: h ,,los rw. um MU,. I 4Y: DM R.EOM CCN:BRANCH 1R.20. & TRUSS c o M PA N Y MIIU ASDI ARCHITECTS i CT ENGINEERING INC