Loading...
Plans (180) 00 l >l 5- - -------- LEGEND: —SS SANITARY SEWER I —So STORM DRAIN ' —w WATER LINE 12Tig SW Main Sheet L---------- o � • MANHOLE Tigard,OR 97223 [T]503941-9484 - - A ■ CATCH BASIN VISION j DATE: 12/8/20+5 CLEARANCE / a + STREET LIGHT REVISIONS D4 19.00 20.00' TRIANGLE p. \:I I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION `s -251 .0 EROSION CONTROL 3.00' TRACT I PUE 258.2 5 ' ' z ; I STREET SECTION SEE _ 40.0' v � 1 ^ CONSTRUCTION DOCUMENTS Ln I ------- - 6: PUE Z >° RECEIVED GARAGE ° ..� SETBACK SUMMARY DEC 3 0 2015 I , Lu FRONT SETBACK 12' ::E CITY OF �8���� ---------- I SIDE SETBACK: 3' ti ' I 3 STREET SIDE SETBACK: 8' �Lj�L��NI\11S'�N - 3.00' it ' REAR SETBACK: 3' I 1 I 111.00' I o I ° PORCH SETBACK: 8' loop. :�E PLANT (3) STREET 1 U I 40 I I 39 'o , 38 ' I TREE: 2"CAL. I� i 3158 SF ; I GOLDENRAIN TREE / E I , BUILDING: 2610DR a KOELREUTERIA FF= 25.9.32 tI,I I PANICULATA N N ILI , I ti 'I ; PORCH N I ° I LOT COVERAGE: cq --- ° J� LOT AREA: 3,158 SF --- --_6.00'=_ I - - - - I - , ° POLYGON AT oco L_ PUE—I I I L18.17'_ 18.00' 256.1 1 \ BUILDING FOOTPRINT: 1,314 SF WEST RIVER uj - - SIDEWALK WATER METER _ titi o_ / I \ COVERED PORCH: 73 SF TERRACE h > , c .. 26.0'' .: VISION CLEARANCE CANTILEVER LIVING SPACE: 0 SF 3 ` co TRIANGLE DECK AREA: 0 SF oSANITARY LATERAL PLANT(1) STREET6 ` TOTAL COVERAGE: 1,387 SF o SS SS �� �Ss _ — SS — cl � TREE: 2"CAL. LOT 38 co meg' SW 171 ST AVENUE �s� ° 43.9 % PLOT PLAN / \ STORM LATERAL GOLDEI4RAIN TREE / 28.00' ) I � I KOELREUTERIA & - a as S as PANICULATA SD IMPERVIOUS AREA: 1,720 SF / M M M M c O a O p p - � V1 N CITY OF H POLYGON NORTHWEST (503) 221 -1920 r, fey E.,, P ' `_ ` ' 1 PROJECT NO.: 395-029 Cl 0 2S 1 W6 `": I21'�Q r !S - SCALE REVII_fP�Ewm BY: coNsrRurnoN PRE LOT 38 (R-12, STANDARD) 10 D co 11 POLYGON AT WEST RIVER TERRACE Z 13715 SW 171 ST AVE 1 INCH=20 FEET z5P-C)/S--- 0 1_/ I Z22 16�� PaNIFlCWMBERCOPYRIGHT 2U13 ROSEBURG FRAMING SYSTEM" •" " "`" These plans and the designs are Copyrighted under Federal Law by Pacific Lumber Company 2013. quality engineered wood products for toaavr builder- The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RI GI DLAM LVL RIGI�R�M Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or copy ing of Chex plans,infringes rights uMer Che Copyright Act.Infringes fete liabilities[hat inOlude '�s[aMN �P4Oaoe7s rPOafBLs'6 iOf6tvi0OlOtt ��*c��*•�"e enalties of u to 620,000 r work infri d and f 100,000 er work infrin d wl,Ifu e *"-RFP I-JOIST °• 1)VERIFY ALL FRAMING CONDITIONS HIS FLOOR SYSTEM WA �:.. �-....".. ESIGNED TO MEET OR ALL FOOTINGS PER DESIGNER'S PLA °^•"^'^"-"°°"'�^ m" (UNLESS NOTED OTHERWISE) XGEED THE LIVE LOAD ALL BEAMS PER DESIGNERS PLAN EFLECTION CRITERIA RFP'SLOG N6 PANEL6 IYRH BEARN6 HALL ABOVE POUT LOAD TR��DCTAL FL/480 (UNLESS NOTED OTHERWISE) NTs NT5. USE CAUTION WHEN GUTTING FOR PLUMBING Op5f LIVE LOAD PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEAR W ALL5 Opsf LIVE LOAD 1 2psf DEAD LOAD SpsfLIVE LOAD 1 "f DEAD LOAD --------- --------- WHERE PLATE NAILING AT WHERE PLATE NAILING Al WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL VE ABOSHEAR WA_ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW, EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING //�PROVIDE ADD'L BLOCKING PROVIDE ADD'L BLOCKING — i OR WIDER RIM MATERIAL PATIO �OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL PATIO % I AS RECD, AS REv D. AS REQ'D. % 1 I I Rt R1 / 1`01-1 3-255 (MAIN) —, R1 __...R1 R1 J�-- J3 R1 R1 R1 I —�-- POLYGON 2610D .....n.��wxe R 1 R 1 / 11• Material Width Depth Grade ON Cut Lth Tot Lth _. __. _.... Jb -_... _ __.. _. ____- Jb.:.. _..... R 1 OSB Rim 1 9 1/2 7 16 1 1 2 J6 iD 'InJ6 J1 RFPI-20 1 3/4 9 1/2 1 10 10 J2 RFPI-20 1 3/4 9 1/2 2 2 4 J3 RFPI-20 1 3/4 9 1/2 1 8 8 J6 --- O O -- _-- -- Jb -- - _-- J4 11 1 3/4 9 1/2 1 16 18 4 J5 RFI-1-:20 1 3/4 9 1/2 1 28 28 .. _.. _. j Jb _-. - -- --. _ -_ J6}._ -. J6 RFPI-20 1 3/4 9 1/2 15 26 390 J'1 RFPI-20 1 3/4 9 1/2 10 6 60 ib i� J2 j Jb B1 Ri idLam LVL 1 3/4 9 1/2 1.5E 1 18 18 J6 _.. -. II - -Jt { J6 - --- J B2 Ri idLam LVL 1 3/4 9 1/2 1.5E 1 28 28 O I I O 63 Ri idLam LVL 1 3/4 9 172 1.5E 2 6 12 Jb 1... _.. ry JB1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 Jb -- - - J6 Acaassorka R 1 R 1 R 1 n H1 TH01"19 5 0-or-1779.5 i 6 IL IL WHERE PLATE NAILING AT ry J6 - J& SHEARWALL ABOVE ry EXCEEDS ONE ROW _-. _...._ J6 _...... _ ......... -_. Jb PROVIDE ADD'L BLOCKING --� 1 2-O' 14'-0* c OR WIDER RIM M.A TERIA� '\ Jb _.. __ _.. __ Jb AS REQ'D. Jb J6 1 4'-0• 1 2'-0' —92 __ vim -.. J5 J5 ........ _. -J4 ___ ..._. __ J4 J 1 li P lfT�-' lT if 4!1T—'7t 77-1f!II !_._lf ll� 7PORCH PORCH R 1' J7 J7 J7 J7 J7 J7 J7 xt J7 J'1 7 J7 J7 J7 J7 J7 J7 7 !7 t /MP.O..R.Tr1IVTf_ s 83 Ef 3 a REFERENCE INSTALLATION B 1 __ ___ 1 t R 1; START GUIDE FOR ALL FRAMING START �R1 RtT ----------J FRAMING R 1 - L R FRAMING DETAILS AND i-JOIST INFORMATION HERE 9-1/2 1111®1 9.2.O.G. 9-1/2 RFPI-20 0 1 9.2'0.r,. HERE LEF WHERE PLATE NAILING AT WHERE PLATE NAILING.AT i JEND: ' � � SHEARWALL ABOVE ` SHEARWALL ABOVE HANGER GALLOUT 1 EXCEEDS ONE ROW, � I EXCEEDS ONE ROW. I - `J PROVIDE ADD'L BLOCKING PROVIDE ACC'L BLOCKING Padfi(lLumber ® -SUPPORTING P05T OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL AS REO'D. & TRUSS COMPANY L`. ® -POST LOAD ABOVE AS REQ' R -RIMBOARD ❑ COtiFDR.MS TO DESIaN CONCEPT ® 5930 JEAN ROAD LAKE OSWEGO,OREGON 9-1035 (503)858-9663 LB -LVL BLOCKING COtf RMS.0 DESMA CONCEPT W:-E RF LIGE5 SHDPN PLAN DESGRPTON/NUMBR2610117. .........B -JOIST BLOCKING c— ❑ ypry-CONFO3MIIvv-P.ESS:kNDRESUBM- CI) TOMGR: POLY&ON J -J015T GALLOVT :E "wH Rw H sry !Aw A, H v FR F..,FSP n."a PLAN DATED: q/25/15 B -BEAM(FLUSH w/JOIST) -0 1 P _a F A .MK a r c MAIN FLOOR JOIST LAYOUT HDR -HEADER(BEAM B �s 3 ru », EY7PDESIbNER: lG1MBEL/YOOD DATE 11/1x/18 ELOW JOIST) .,.<,ti>«�: .,P H:s as sur.. _.,u- i_x,F _,1Ew:.1c•.--. BBO-BEAM BY OTHERS SGALE: 1/4*- 1'-0' ""'" �MILBRRNUT ARCHITECTS CT ENGINEERING INC (MAIN) SHEET: 1 Of 1 ❑ CONFORMS TO DESIGN CONCEPT POLYGON ® CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN n CONFORMS TO DESIGN CONCEPT PL13-291 UP H ❑ NON-CONFORMING - REVISE AND RESUBMIT ❑ CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIEWrFOR ENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND RELIEVE THE FABRICATORNENDOR OF RESPONSIBILIONFORMANCE WITH THE NON-CONFORMINGREVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATION WHICH HAVE PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEplotlD Len th Product Plies Net QOVER THIS SHOP DRAWING. CONTRACT VERIFY ALL DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THEg `Y FABRIGATORrVENDOR OF RESPONSIBILITY FOR CONFORMANCE'WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton te: September 19, 2014 DRAWINGS, SPECIFICATIONS;AND APPLICABLE CODES:ALL OF'WHICH HAVE CT ENGINEERING PRIORITYOVERTHISSHOPDA;nING. RM1 17-00-00 1" x 14" APA Rim Board 1 1 By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 M I L B R A N D T ARCHITECTS RM1 3-00-00 1" x14" APA Rim Board 1 1 RM1 2-00-00 1" x 14" APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 - - - � 1-07-03 BK1 6 00 00 1 5 RigidLam LVL 1 3/4 x 14 1 1 . .:..F09 " BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 M1 F�9 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F07 F0 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 .. �• ....,.,, .., BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM 10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 F07 g 19-05-00 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 IF F06 BM 1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 J F07 B FQ6 d0 Fy -- BM3--- _j Q u7 Z -- JQ BK1=BLOCKING Q Ll1 ¢ RM1=RIM BOARD BM4; Q = ACCESSORIES QTY B F02; Q TH017140-2 43 EL F04 F02 U) Lu © HUCQ1.81/11 6 „ .... F02, Q O cif 1x14 OSB RIM FOR SHEAR BLOCKING 28' F04Lu a J z Lu Q m F02 J 3: SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN acL F02: W J HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. BM3 F02 O {u} FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA X (' LL! F R LOADING F02W Z 1 40 LL ryw 15 DL F02 W 000 FO 19-03-12 F02 F03 F02 2 F02 JOIST WITH RIM M F12 FF11� , W A � F12 F11 z yy � F11 9 LL __BM9 Q Paeffi,41cumber B F(D 1 N; z.- ,,_. � ..: & TRUSS COMPANY RM1