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Plans (22) f\-\,:,,T -s).-L Nyc`(j, t:;e,y1Sc - 1 Lc.,,,-;;- ' N, CS 7',m; •- t } ` C 1. LEGEND: 292.1 — Pacific \.,2,2° 300 SANITARY SEWER C6 SD STORM DRAIN 292.9 C0111113urn y - Design ,'-'1"" .71�^ ;. ";. "^""""" "'""""1"- ^T -' !'"" 111 .:''r''' .e-.m•--' ' ''w' f .747" ,._ '.+at"�yz '"771' —W LINE 12564 SW Main Street • WATER -- -- __ ._ — ._ ._. _ _ 291-2907_8_9_2 =—__ _ _.. _.. HOLE — — — — — — — — __ ' _____T — CATCH I 1 03-941-9484 — — __,. — — , -288 fi7 _._ _— -- - C S I N — _ — — — —_—_.— — — — — — — — Tlgard,OR 97223 T 5 �— ._..- --- .� �.- --- -7-7::- e DATE. 3/30/2018 2 - _ __ ._. �. ...� --7:7-7-17-72-9.8-7'-- . � ® — .._. ` __._ ___. _..n __._--- 28b 285 _ ._._ _ — —9 — --:1728-5 — 28 REVISIONS ,,,--'T--"'"--'''''------ — 29.87— — I —28311'87 —re°- STREET LIGHT NO. DATE DESCRIPTION // NikI I 37.37' I I / // STRAW WATTLE PERIMETER ;� j/ir; 1 EROSION CONTROL I I II — I / AbAI I I �+. FLOW DIRECTION ARROW / r __r I 1 / _� 1 — _ �l --___ , _1____ I I ___ �/—_____ STREET SECTION, SEE / 5.00' I, 1 / / CONSTRUCTION DOCUMENTS ' 211 f 5,019 SF f I I 'd I I , f , SETBACK SUMMARY 210 BUILDING: 3A / o 212 FF=285.71 1 j "/ F FRONT SETBACK: 12' ISIDE SETBACK: 3'1 II f1 t1I I I I 8.00' I STREET SIDE SETBACK: FRONT PORCH SETBACK: 8' 8'I / 00''''' E '; I' GARAGE 1 1 GARAGE SETBACK: 20' E j / COVERED PATIO SETBACK: 10' / [—ill ; I l REAR SETBACK: 15' _ I 1� 1 PORCH ,— ,J 0:- / 6.00' - ° I I _PUE, TYP. ' `— LOT COVERAGE: 20.00' _ 16.83' / — °_ °� RIVER .,.■„I..,. ,P,�,I, w .� LOT AREA: 5,019 SF Tui $Jw5w, � I I TERRACE ::L;:z::NI 1585 SF cD EAST NO. 2 o Ir' 281.a , _, 45 SF 0_ N o WATER MET" \/ ' 'NNIPP i 2 1 COVERED REAR PATIO: 0 SF ` �„ ,,� (1) KATSURA TREE / __ SANITARY LATERAL �� � S CERCIDIPHYLLUM JAPONICA ------ S p, '�' CANTILEVER LIVING SPACE: 16 SF 1 `t LOT 211 uiC a DECK AREA: 0 SF PLOT PLAN — / — `rte— i► °� `��� c)'' D SD D r SD / SD IL SD / SD / / / STORM LATERAL TOTAL COVERAGE: 1,646 SF i w-.—irate W - SW APPLEDALE ROAD Ih{x "`, �" 32.8 % ci 44 o Jam. . . ► /MIL IMPERVIOUS AREA: 2,364 SF E U v 0 ._ Cff F by'TIGARDRunning (i) POLYGON NORTHWEST (503) 221 -1920 Approu t C /„� PROJECT NO.: 395-064 /(:' 2$1 W6 Date. TYPE: CONSTRUCTION V SCALE REVIEWED BY: PRE LOT 211 , R-7 (PD), STANDARD titi l e 0 ,0 20 RIVER TERRACE EAST NO.2 0 2 (o$qq SW APPLEDALE ROAD 1INCH=20 FEET PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM=" qualityengineered wood products for today's builder- "n=oAaaww,..... a�o�mP ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. ^ 9� /� °' ,I' The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL R�G�D R�M .'R.,.`te �I _ Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �/� ilk product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG.FOREST PRODUCTS ROSEBURG FOREST PRODUCTS E __ ,IIIC copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include 'i / `` / eEtory TO POST ABOVE. penalties of up to$20,000 per work infringed,and 5100,000 per worK infringed willfully. �III� '' RFPI JolsT /�/ ���� ROSEBURG FOREST PRODUCTS „...;.,r. .T CONTRACTOR NOTES: De5/6N NOTES: ,aw.a,a« 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS Z",=,"=,..,,—,m, 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 RFPI'BLOCKING PANELS NTH BEARING WALL ABOVE POST LOAD TRANSFER DETAILOFL/480 (UNLESS NOTED OTHERWISE) r+.rs. Drs. ' --+ 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD ( SHEARWALLS 1 2psf DEAD LOAD START START l SLEEP/N6AREA5: _ FRAMING TH15/5 A PLACEMENT PLAN 30psf LIVE LOAD I FRAMING I This layout is to be used in conjunction with 1 2psf DEAD LOAD I HERE HERE I I Architectural/Structural plans.Verify all PATIO IPA I I shear wall blocking placement and connectors ROOPLOAP/N6: _.. __ _ -_ 1 I _.... _.-.- _ -_ b _ .. _ _ - r Purchaser responsible fora proving this 25psf LIVE LOAD • - / I • ayout prior to any construction. 11psf DEAD LOAD / J6• Po -1:, II III• Jb J6 1'1I -5 I � JG NJ: - --..._. _ I,i J5 - II II - ��- 1 JG I-I t' i -1 � J.�I7 ..II .!6 .ifNcliN, _., ,.. I�1 R 1 '-' II III JG J6 �'_l5 I' Jb I Jb I I I Ili :.I J6 ' J6 I _7. - y J6 'I J,.11 _ J6 O 0 - J6 1 I _5 i- s '_ . .16 cl MIIIII. .161 I ® ® --- '� I W • • V _= 0 0 10 I If I ry DI • .I J2 Ts t< `-' J2 I I ., ..I J2 J2 I�I -1 a J2 Di .. 1 Dr J2Li -�:1 !I• J2 - J2 t I - J2 J2 ,i J2 ILII J2 II`. I Jt - J1 J;,1 I: i1 I II i PORCH I J' J' PORGH I� -- 1 1 a I I R.4- 4 41R-1 i L I IMPORTANT! REFERENCE INSTALLATION PL 1 4— 1 1 8 (MAIN) GUIDE FOR ALL FRAMING POLYGON 3A DETAILS AND I-JOIST INFORMATION Mrk u Material Width Depth Grade Gity Gut Lth Tot Lth R1 OSB Rim 1 9 1/2 10 16 160 LEGEND: J1 RFPI-20 1 3/4 9 1/2 3 10 30 MAIN FLOOR J015T LAYOUT No umber J2 RFPI-20 1 3/4 9 1/2 1 O 1 8 1 80 SCALE: 1/4"- 1•-O" ���� WHERE PLATE NAILING AT ( H )—-HANGER GALLOUT J3 RFPI-20 1 3/4 9 1/2 1 6 6 SHEARWALL ABOVE EXCEEDS ONE ��®// J4 RFPI-20 1 3/4 9 1/2 2 2 4 ROW,PROVIDE ADM_BLOCKING OR -SUPPORTING POST J5 RFPI-20 1 3/4 9 1/2 14 28 392 WIDER RIM MATERIAL AS REQ'D. & TRUSS COMPANY G -POST LOAD ABOVE J6 RFPI-20 1 3/4 9 1/2 14 12 168 CONFORMS TO DESIGN CONCEPT 51 RigiULam LVL 1 3/4 1 1/2 1.5E 3 12 36 • ElR =RIMBOARD 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB =LVL BLOCKING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 10 CONFORMS TO DESIGN CONCEPT WITH JB1 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 3A JB =JOIST BLOCKING Q CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J =JOIST GALLOUT Accessories -CO FORMS NOTED'O eeviss CONCEPT WON THIS SHOP DRAWING HAS BEEN REVIEWED FOR GROAT COEEORMANCE PLAN DATED: 3/1"ill 4 H1 I THO 1-7.150-Or-ITT 9.5 4 ❑NON[DNFORMING-REVISE W,RESUBMIT WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE B =BEAM(FLUSH iv/JOIST) FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE r. DESIGN DRAWINGS AND SPECIFICATIONS Au OF WHICH HAVE PRIORITY DESIGNER: KAKI L.HENOERSON DATE: 4/14/14 NOR -HEADER(BEAM BELOW JOIST) �r LS.E.��,,R.�M.E OVER THIS SHOP DRAWING. COMPACTOR SMALL VERIFY ALL DIMENSIONS. urn ��Nen E kulDate 9/21/14 By: Todd A.Eaton Date:September 19.2014 BBO=BEAM BY OTHERS CEP MILBRpNDT ARCHITECTS CT ENGINEERING INC PL 1 4— 1 1 8 (MAIN) SHEET: 1 of 1 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 a, 5-00-12 k RM1 . . : . RM1 43-00-00 1"x 14"APA Rim Board 1 1 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 ti _ !_L a 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 1 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 :0 •5. 3 I 1 -QI-0C BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 I la B�m.__i_a_d_a K1 Mg�__a_a __a__d_ a BM5 16-00-00 3-1/2 X 14 BIG BEAM 1 1 - - �2- ,- -,--v-� a-vA E-O4 I IBMBI TRM1I I I �' --0a , 11 B BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I BM4 14-00-00 3-1/2 X 14 BIG BEAM 1 1 [3K1 BM7 12-00-00 5-1/2 X 14 BIG BEAM 1 1 a—.— = '.=d0=--= == 4,. •=—=•= r-= a m BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 o s BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 - II o . c-i I< RM1 BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 i . N BM6 6-00-00 3 1/2 X 14 BIG BEAM 1 1 A Y • • • • . . . • - . BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 C o II FLOOR LOADING F II OA G I1-0 BKS=BLOCKING 40 LL�I RMI=RIM BOARD 15 DL N Ita_, •. 1._ - -I - '` =_1T- K1 --- = 7--- rM2•- - A - • 11 II CE-0-0 E-01 0 ACCESSORIES QTY II II 0 © THO17140-2 53 II . . .q . 5... HUC412 3 ly 1 X 14 OSB RIM FOR SHEAR BLOCKING 28' I I I..• —f] © HU612 1 II'. I a-03-0/ ,,R m II K1I I I IBMTI I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ' I II BM1 L-_ IB Il II I 0 J I m REFER TO STRUCTURAL PLAN FOR ADDITIONAL RM1 - 1= B POST TRANSFER BLOCKING I 01 -05-1T= 1 AND SHEAR BLOCKING REQUIREMENTS. I `a _a __o__a._ aIla _a__._ 1_ .,__I RIM S BLOCKING CHIS ARCH j__,, IBMSI II I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 1 1-04-00 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA] WHERE PLATE NAILING AT SHEARWALL ABOVE EXCEEDS ONE ROW,PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL AS REQ'D. �I_ �. Ill (24x36 SHEET) SCALE: 1/4" = 1'-0" I] CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH N courORmsTG of SIGN Emmy,. REVISIONS AS SHOWN ❑GO RODEO ElGxcoN vrwml 0 NON-CONFORMING-REVISE AND RESUBMIT 5rox5 OT[ THIS SHOP DRAWS IAS BEEN REVIEWED FOR GENERAL WNFORBV&E ❑ ORN{0 POR ANG-.MR IS RESUBMIT WITH THE DESIGN CONCEPT ONLY AND DOES ROT RELIEVE THE SINGS OF SPECIFICATIONS FOR CF WHICH E RIR]THE Pacifi .. umber I .,n r., 4.. DESIGN CASTINGS MD NGELIFICNTICNE ALL W THICH INVE PRIORITY °-r '.-w OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL CIIENBIDNS. .a PL. ogre 912 is_ By: ToOd A,EetoG Date:September is,LOAN R MIt RRANDT ARCHITECTS CT ENGINEERING INC & TRUSS COMPANY