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Plans (23) s� Ae - ‘, \A.5LC` i s"~.;1 `k.LC.\, s " :0 LEGEND: I ISS SANITARY SEWER Pacic SD STORM DRAIN Community t 289.5 u9g 292.0N. —w WATER LINE Design I] S 12564 SW Main Street Tigard OR 97223 �'Z � Z' ' 51 [T]503-941-9484 i il \ --". �'-- - —r �. — — — — 292— — — — — CATCH BASIN31 DATE N, \ �,,,`Y --- 29'I-- — –"- -_.-. - 3/30/2018 ____w_ 290-- \\ — " ,_.-- _._ ` — — — _ 8289 — — — ® – 1 REVISIONS / 0 – — 28 _ _ ` — STREET LIGHT NO. DATE DESCRIPTION — —29.37'= — 7 r —� 9 \ 7 F // 37.37' / STRAW WATTLE PERIMETER , 141 / I I �`0 EROSION CONTROL �I I /� 1 I f f //'N, �� FLOW DIRECTION ARROW ., I I / l e———— —— , ______;r,. / I /® STREET SECTION, SEE . / r H © CONSTRUCTION DOCUMENTS J4.50' I 209 / I I/ / I 5,022 SF / / 1 SETBACK SUMMARY A X208' o BUILDING: 3B ' i I o 210 I FRONT SETBACK: 12' – FF=287.71 SIDE SETBACK: 3' \ / STREET SIDE SETBACK: 8' I I / FRONT PORCH SETBACK: 8' Ii I / ; 8.50' GARAGE SETBACK: 20' NE GARAGE I COVERED PATIO SETBACK: 10' \1 + I I REAR SETBACK: 15' 000 / N a I 111-1 —.-- N1i PORCH 7 6.00' LOT COVERAGE: 2 - o / I • _ 0 I / 1_PUE, TYP. . ......_ . [ RIVER "' 'tli / J 20.21' 1 LOT AREA: 5,022 SF 11111111 "111111111.111.11%10„..... — _ — — T — —12.90' — — TERRACE UJ Aram w Irn _ BUILDING FOOTPRINT: 1,569 SF EAST NO. 2 N 11 , ,,.s...,.._.._,...:..)........ „,. ....0 r , A 4 40, Ay:, C,-;o '1 - _ ��„ 284.7 COVERED PORCH: 161 SF s i / �VAI"� � ; Wirifil ; ■�isrr.��..�1 �i �11 COVERED REAR PATIO: 0 SF / .. IATER IMETER r / view\ STORM LATERAL , CANTILEVER LIVING SPACE: 20 SF 11 IIIIIIIIIIIIIIIE (1) KATSURA TREE / ss --" .s - ss LOT 209 Q \ DECK AREA: 0 SF PLOT PLAN CERCIDIPHYLLUM JAPONICA SANITARY LATERAL ,-) o \ / — SD ;1_2., SD D r cp / TOTAL COVERAGE: 1,750 SF / / 34.8 % C SW APPLEDALE ROAD o �"'� � / IMPERVIOUS AREA: 2,455 SF /:(.>-) C 0 °' ITY OF TIGARD P. POLYGON NORTHWEST (503) 221 -1920 Approved by planning C /„� PROJECT NO.: 395-064 2S1 W V Date: TYPE: CONSTRUCTION ✓ SCALE REVIEWED BY: PRE 0, LOT 209, R-7 (PD), STANDARD Initials: _ ,o 20 0 PO RIVER TERRACE EAST NO.2 SW APPLEDALE ROAD 11NCH=20 FEET e•°== PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM' �,,-.alW,.NN i quality engineered wood products for today's builder W,.. . AU- 11 I� ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ' A POSTS FROM ABGNE The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber- R i G i D LAM LVL RI GI D R I M" �";,, ,i (il► Company,which retains copyrights to,and ownership of the plans.use of these plans by any other W , product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or uOSE$URo FOREST cPronucrs ROS&SL O wesrveonue7a C copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include "i` \/ eELory TO PosTAeoVE. .penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully RFPI JoIsT ,e F 'P IIiII CONTRACTOR NOTES: DE5/6N NOTES: 0°""i°"` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .,tea `,,,�-..rows., rtW,at.z,a.ar"W 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 Rrm BLOCKING PANELS SPH SEARING NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 ".T.5. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf YE OD 12DL SHEARWALLS 1 psf DEAD LOAD START START SLEEP/N6 AREAS: TH/5/5APLACEMENT PLAN ONLY 3OpsfLIVELOAD I FRAMING FRA NG i This layout is to be used in conjunction with 1 2psf DEAD LOAD I i HERE HERE I I Architectural/Structural plans.Verify all _. - PATIO - - - I.PATIO I shear wall blocking placement and connectors. -RO0PL0AD/N6: - •- °� I .mac _ / \ - -- - _ 1- - Purchaser responsible for approving this 25p5f LIVE LOAD -- - Ra9 I R.1 - -. I _ layout prior to any construction. 11 psf DEAD LOAD J4 „ JS - H II .5J5 I- II -,4 J4 ri HL 4 J4 J611 .. Jr, J I I ""Y' .14 R 1 J1 B' J5 J5 h .. Jh R1 31 J1 ' JD JF, i- i.. .J4 Jh .I J5 J5 i- I�. J-1 J'V I J5 V U J5 J'4 J9 LI J.11 - �v O isi 0 JS J; 1 I.I Er Ys J4 JS J5 J1 ��I • e S J4 fP I I J5 R 1 O O 1 J5 �'I J'4 le te R1 - - _ — - _ Co - _ EV EV - J- - u 13-'-- BN . J2 ../2 J2 '` I- 6 Yr I - J2 • -- J2 J2 R.1 J2 a J2 Al; 1 I J2 • i - J2 J2 I I J2 J2 Yll J2 J2 .. II F J1 J1 I 2 1 J 1 J1 J1 1 1 I_ I • PORCH i PORCH I J IMPORTANT./ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4— 1 1 Q (MAIN) LEGEND .__HANG POLYGON 35 SHEARWALLABOVEEXCEEDSONE Paoli umber /� Mr lc* Material Width Depth &rade Qty Cut Lth Tot Lth ( H }--HANGER GALLOUT R1 05B Rim 1 9 1/2 9 16 144 -`�- WHERE PLATE N LING AT El__ J 1 RFPI-20 1 3/4 9 1/2 2 10 20 -SUPPORTING POST ROW,PROVIDE ADD'L BLOCKING OR & TRUSS COMPANY ® J2 RFPI-20 1 3/4 9 1/2 1 O 1 8 1 80 , WIDER RIM MATERIAL AS REQ'D. -POST LOAD ABOVE J3 RFP1-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR—1015T LAYOUT ) R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 1 4 25 3 92 SCALE: 1/4"-1'-0' CONFORMS TO DESIGN CONCEPT ❑ 5,150 JEAN ROAD LAKE OSWEGO,OREGON 911035 (503)858-9663 J5 RFPI-20 1 3/4 9 1/2 14 12 168 LB -LVL BLOCKING ® CONFORMS TO DESIGN CONCEPT WITH JB -JOIST BLOCKING 51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 12 35 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 35 62 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 ISISINFOR e"SroDESIGN CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT J51 BLKG RFPI-20 1 3/4 9 1/2 30 3 40 0 Rsuisora ReRR. nCONCEPrvmH THIS SHOP aANING HAS BEEN REVIEWED Fon GENEPAL MNNCE PLAN DATED: 3/1//14 B -SEAM(FLUSH w/JOIST) ElHon-CONFORMING-REVISE a xrt EsuemWITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVEE TIE TIE FNERICAIVAIVENWA OF AEDPONSIBILIIY FOA COXiOAWNCE MITN THE HDR -HEADER(BEAM BELOW JOIST) Accessories a„ » DEEIGN IE 0110W AEn SPECIFICTTIONO Au aF NNICN IPAianm DESIGNER: KAM/L.HENDERSON DATE: 4/14/14 H 1 ITHO 11950-or-ITT9.5 4 - OVER MIS SHOP OWYING. CONTRACTOR GALL VERIFY VOLALL DIMENSIONS. 550-BEAM BY OTHERS p�y 'Alexi aFuku' "._= Date 9/22/14 By: TotlW R.Eaton Date:potelber 19,2014 MILBRANDT ARCHITECTS CT ENGINEERING INC PL 1 4— 1 1 q (MAIN) SHEET: 1 of 1 POLYGON 3B PL14-119 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty START FRAMING HERE q k 5-00-12 k I-., RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 —40-00-00 1"x 14"APA Rim Board 1 -'-1-----' IIn RM 1 37-00-00 1"x 14"APA Rim Board 1 1 1'` RM1 11-00-00 1"x 14"APA Rim Board 1 1 1 • RM1 9-00-00 1"x 14"APA Rim Board 1 1 ,I �I '�� RM 1 5-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 16 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 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 �, o A E_ BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 (1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 n� BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 i t-os- 3o -0. BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I LEE _ a__ -K1 i -�, 1 BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 i -- 2)Is-B. S. A..-::_04 i O IBMBi IRM1I BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 d ii BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 u BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 BM9 9-00 00 3-1/2 X 14 BIG BEAM 1 1 2 II H ii RMt BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 _ .-••_.� BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 n� m �,��� BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 ; IM .- ' FLOOR LOADING �' O �I - L, 1 m iiiBK1=BLOCKING 40 LL m u II IBKt _ RM1=RIM BOARD 15 DL M3 -�� I@® II Il 1111-11111 Offf:::1TT. I 0111 1 ACCESSORIES QTY jH .� 0 TH017140-2 53 l' 0 HUC412 5 d. li• a •, I� 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' - 030 `-£�3-0 Om l t ;� ��i I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 _ I II I I. is 1- —- - — iBM21I REFER TO STRUCTURAL PLAN FOR ADDITIONAL Iif I 1 AO POST TRANSFER BLOCKING �� iBM1I _� ILII AND SHEAR BLOCKING REQUIREMENTS. IRM1 I IBM5Iy % I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY.I IFLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE _ ROW,PROVIDE ADD'L BLOCKING OR —\ WIDER RIM MATERIAL AS REQ'D. it 0 CONFORMS TO DESIGN CONCEPT JOIST WITH RIM (24x36 SHEET) SCALE: 1/4" = 1'-0" ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑x CONrOA.M ro OBNHA0 CONCEPT 0 NON-CONFORMING-REVISE AND RESUBMIT ❑ FVISIONS m roxm5NOIEOi00E51GNCONCEPT Wm THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE MTH THE DESIGN PT ONLY S NOT RELIEYE THE 0 CONFORMING AWS 8 Su w AASIGN MINOS ANDFE EEIFECATELISTALL MICH NAV AIRI THE �ac' umber DESIGN 1$SEEP AND NGECICONTRACTO1OMS ALL OF VERIFY HAVE PRIORITYDENENSEO t s v OVER MIS SHOP DRAWING. CONTRACTOR MU VEAIFV RLL DIiENSIDNS. ":°" a TOSS B.SITAR Dara:September ID,zow & R COMPANY _ ANx..FNtw Dm 9,, Y R _ -. __-_ ___ - MILBRANDT ARCHITECTS CT ENGINEERING INC r