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Plans (54) 136 '-"sw t 7674 1m "5-7-.20/6 - o0/63 LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Comniunit\ Desiim —w WATER LINE 12564 SW Main Street ® • MANHOLE Tigard,OR 97223 ITS 503-941-9484 ■ CATCH BASIN DATE: 12/21/2015 STREET LIGHT REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 236.4 233.6 EROSION CONTROL _ _ - - - _ © STREET SECTION, SEE �s .®.®-=_- .®_ - so.o= _ CONSTRUCTION DOCUMENTS 11110. 1 ow♦ 22.2T I SETBACK SUMMARY I —30.00' 1I -- . FRONT SETBACK: 12' I �I SIDE SETBACK: 5' STREET SIDE SETBACK: 10' Ji PATIO I 1 REAR SETBACK: 15' r 1ri" PORCH SETBACK: 8' Ii I I GARAGE SETBACK: 20' 1 BUILDING: 3D ,I , II i FF=247.5 Io r 1 03 I 1 N I 89 � 0,,ffi i 11 a1 87 5.00' 1 ,-�- 88 ; 1 N N I I+I 4,662 SF I LOT COVERAGE: 0: I I I GARAGE -0-i I 1 00'1 I 8.CN LOT AREA: 4,662 SF o I , 1 POLYGON AT I I PORCH i I 1 I BUILDING FOOTPRINT: 1,569 SF _ WEST RIVER ° I- I , L 11____=.1-----r I - II - i COVERED PORCH: 39 SF TERRACE E ��— 20.pp ; — a -o CANTILEVER LIVING SPACE: 14 SF -� — 16.66':— 1 L_ — — — - '- 1 . -- - --- COVERED PATIO: 0 SF 239.6 �_�I N �� irrAL. ."__ , 5.64, / 45.0' �./ DECK AREA: 0 SF h SIDEWALK �� �� LOT 88 eis ,, 6.00' L,\ ' :�. TOTALCOVERAGE: 1,622 SFLL = ►�ll I�G�.� 236.6 �.�- PLOT PLAN 2o WATER METER F' `a- ,-11r�` SW 175TH LANE_liak ^'04 34.8 % IMPERVIOUS AREA: 2,218 SF 0 A SW 175TH AVE. PLANT(2)STREET SANITARY LATERAL o TREES: 2"CAL. i KATSURA TREE/—OS OS '- A CERCIDIPHYLLUM STORM LATERAL w RACT U ;` "4' 1M I /_ / , JAPONICA 0 CITY OF TIGARD POLYGON NORTHWEST (503) 221-1920 Approved by Planning0 CI 2S 1 W6 Date: 4 l 1 L! I X+ PROJECT NO.: 395-029 TYPE: CONSTRUCTION " LARGE) " SCALE REVIEWED BY: PRE (R-7, Initials: LOT 88 ,O o POLYGON AT WEST RIVER TERRACE Z ti 13685 SW 175TH LANE 1 INCH=20 FEET 1..m.--.,.; PACIFlCWMBERCOPYRIGHT2014 ROSEBURG FRAMING SYSTEM" IF ` v = - quality engineered wood products fa today's builder- 1 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. 4-- ,4 .0 .�,�. SOLID The plans may not be re-used or copied,in whole or part,without written permission from Pacific.Lumber RI GI a LAM LVL R Gi Ri M V m BLOC.ALL t, ;▪ ,,▪ '..4 A O row �ao..E Company. -...,._. iii eeFo.F mp y,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,lf . ,,III esrsEe�oc«s product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or Esau:77:4a.wnrcw ROSfS2iRO FOREST PR08VCTS eO MREST.PRODUClS ,I ' DLO.T ABOVE copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include n 1 ar \j `` / oFior�ro rosrnaovE. penalties of up to*20,000 per wort infringed,and 3100,000 per wort Infringed willfully. �. 1 /...t)cif 7 V SII!! RFPI JOIST "'''"'"*II'- ,, • �II . E41 y £ ; e uworoaEaraRPwcx ;�� �� 8��,;. �-. ., $ty CONTRACTOR NOTE& PE5I6NNO7E:x °'-"-"` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „,„"""",,,,"m;�;,„;;e,,,,—,�,,,, 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "`°°"'"”- (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RwfBLOOKMG PANELS NTH BEARING WALL ABOVE r05T LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/430 N.T.5 N.T.S. 4)USE CAUTION WHEN GUTTING FLOORLOAD/N6. FOR PLUMBING 40p5f LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 12psf DEAD LOAD SHEARWALLS START START 77115 TH/5/5APLAGEMENP7 -AN SLEEP/30psf LIVE LOAD I FRAMING FRAMING I This layout is to be used in conjunction with 1 2psf DEAD LOAD I I Architectural/Structural plans.Verify all I 1 E HERE II shear wall blocking placement and connectors HER ERE PATIO I I PATIO I Purchaser responsible forR LIVE LOA, .... R� L.__, _.__. __.r.....fy:1 ...__� .......,. _9 .._... .- .. _ __ _ _ ayout prior to ny constructlort approvingthis 1 DEAD OLOAD I13 / \ 25psf ,,a {{{ ,{. J4 . __ LI {i J3 ✓ ........JB {............ ............... ......... {,f. ......_.J4........._..... `\ �_.... .. ......... JII1 J3 - R7_ ._ ..J.3 ... ... ... ....J4 :.. ..g i,. ........ 4 ......... J3 g, 1 4k J3 {{{ { J4 J4 11 {.I J3 - . II o 0 J v '�— =$2• DA ' • ........:J3 I]. .. J4• , o o R,.. .........J4 I 1 ...... ..........._ ,�1-f J3 .... I { ri hi n1 1,4 III } iv LL �,,r{ I�, �.[2nJrc ri 2 I '/y, 3 -.11'"-I 1.,><0_ S S / 1 R.1 I J1 ... s' ,R1 x\ e ... 1 1. J} ... .... i ... : I.- • ........J,4 _ ..._..14 UB1 J31 PORCH I _ PORCH Il..-:: ---.._ -:R ... _::: -:1 tc:�._ R1l I L I / I J r` /- ,/r IMPOR..TA.NT1.. REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4-1 2 1 (MAIN) POLYGON 3D I-565ND: Mrk• Material rlldth Depth &rade ON Gut Lth Tot Lth ( H )—-HANGER GALLOUT R.1 OSB Rim 1 9 1/2 9 16 144_ !SHEAR PLATA NAILING AT 1 Paci arbor �/ J1 RFPI-20 1 3/4 9 1/2 10 1 8 180 SH[:AR4"vALL ABOVE EXCEEDS ONE ® -SUPPORTING POST J2 RFPI-20 1 3/4 4 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT :Rc:v,PROVIDE AGC'L BLOCKING OR i ® J3 KEPI-20 1 3/4 4 1/2 14 28 392 SCALE: 1/4'-1'-0' ;WIDER RIM MATERIAL AS RECD. & TRUSS COMPANY POST LOAD ABOVE J4 RFPI-20 1 3/4 4 1/2 11 12 204 R -RIMBOARD 51 `RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 36 ❑ CONFORMS TO DESIGN Ca7N LB -LVL BLOCKING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 ® CONFORMS TO DESIGN aR1aFF NA71 5930 JEAN ROAD LAKE OSWE60,OREGON 9'1035 (503)858-9663 JB 1 BLKG RFPI-20 1 3/4 4 1/2 30 3 90 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: SD de -JOIST BLOCKING "' :D g couIM0,a E*,DESIGN ElNON-CONFOP 1 1 -REVISE AND RESUS FT CUSTOMER: POLYGON r-1 CONEOPMS TO TNTS .0 R.,,,I NSB F..'IC G.d"f.'SO'E J -JOIST CALLOUT a E i.Vii VIV r n...ea DOE:MT :.M is Accessories ArnSEF.r w. PLAN DATED: 3/11/14 H 1 THO 1 9 50-or-1779.5 4I El 's IN a tra a 9 F,2..i e 17f FI.F w Amh w� Y. DESIGNER: AAM/L.HENOER50N DATE: 4/14/14 5 -BEAM(FLUSH w/JOIST) I I-�,E 9 r a .-.::a1, EBI.?. D:04101:.% HOR -HEADER(BEAM BELOW JOIST) y_ ..„.�_.wa 2;:.:g ;'<....A 550-BEAM BY OTHERS 99 5.6..4 I izrya_ Br: EN R,!at On "'2:SeF'aAer 1.2014 1 MILBRkNDTARCHITECTS CT ENGINEERING INC PL 1 4- 1 2 1 (MAIN) SHEET: 1 of I POLYGON 3D PL14-121 UP 4/212014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products STMT FRAMING HERE 1 5-00-12 I, T PIotID Length Product Plies Net Qty ARM1 RM1 43-00-00 1"x 14"APA Rim Board 1 1 arti T �" RM1 41-00-00 1"x 14"APA Rim Board 1 1 ^ i e RM1 37-00-00 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 RM1 4-00-00 1"x 14"APA Rim Board 1 1 R s BM1 20-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1` ll _ _^ _ _ BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 s 5. @ '5 ILL. C7 C D Q 9D O 4E 7, S m " u. 2 1 _ u = 2 9 BM19 13-00-00 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 �� . BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 o1Q El-oc BM3 20-00-00 7 X 14 BIG BEAM 1 1 E C3ICO' _ - K , BM5 15-00-00 3-1/2 X 14 BIG BEAM 1 1 2 --- - :_ _ t 1BMB1= ® BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 '—i ii B BM4 13-00-00 5-1/2 X 14 BIG BEAM 1 1 !� i BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 BM21 11-00-00 3-1/2 X 14 BIG BEAM 1 1 i BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 E � I -•LL 4L LL.--- -=El -2 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 c I t.: _ BM1 I 7-00-00 3-1/2 X 14 BIG BEAM 1 1 F - BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 a e . P 9 . yi 'SD cv FLOOR I nADip1-(; :+- A BIG=BLOCKING 40 LL 4 Q — — _ f- ACCESSORIES KIt � _�-_ k RMIARIM BOARD15 DL ----r-- I ""'I C �. QTY e 0 10 I 3 ' �I� s s_ �!''' Q TH017140-2 60 B HUC412 2 -� 4 O 1 X 14 OSB RIM FOR SHEAR BLOCKING 19' ggII .a_ 3�- u- I9,.,1 1 ItI�p © HGU5410 1 Co 1—ii - �; I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN �BM21I I :. 1. T� OBM71 REFER TO STRUCTURAL PLAN FOR ADDITIONAL ® SFER BLOCKING + ,-- ` 1�-0( k AND SEAR BLOCST KING REQUIREMENTS. p L =_ IBM _ — -- I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' "WHERE PLATE NAILING AT ISHEARWALL ABOVE EXCEEDS ONE _ HOW,PROVIDE ADM_BLOCKING OR I �I — I I 'WIDER RIM MATERIAL AS REO'D. ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH (24x36 SHEET) SCALE: 1/4" = 1'-0" I REVISIONS AS SHOWN ®w"oee"ro w"wmRart ! 0 M1:N-CONFORMING-REVISE AND RESUBMIT T"'''''w®F"FE" I IJ OS''''''''' I 211111:1 555 5D55 FAS Tim!Y1r.JTP!W_oak C'EM. E �- ❑MONtplfO".MIIW-. 2 t"W Wrt ( CIX TE CEuSM i✓55 55 5555 51 01:MCT PiBBI ttE umber 1 555155 i 51533^.}:,ESCg5551550 U. F 55155 5 4^F:BE 1 cesm MOW ND S EGI!:tr:is AL 9F man Y VE.:J:a1n wa i CIE.*,55 S9?,MAKIS. (LMi.A!TIA"'•: KIWI 2a1 51mm-c 5. 0r i. .,a sa2n4 ' ES, Teas M.EWE !e:Seateder EE.20+1 & TRUSS COMPANY MILIRANDT ARCRiTECTS " CT ENGINEERING INCA V