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Plans (5) 1USCF, `iAt atr oki s'-:,. N►sr20$-00243 LEGEND: ' ` / —Ss SANITARY SEWER Pacific '�t s Community mmunity n I II / � �� ' >/ ��,,,.. ► . so STORM DRAIN �-�� I I ',. �� —w WATER LINE :sign III 12564 SW Main Street I� _- Ilk ` MANHOLE Tigard,OR 97223 _: Fes". ' \ =N [T]503-941-9484 _ \\ k► CATCH BAS I N ( - 285.5 / �IPE � 1 = DATE 4/03/2018 I I I I? 01, I L-1 `�''�� REVISIONS J {milOr 55.0, , i • Q, NO. DATE DESCRIPTION I, ` `'8s nu =I STREET LIGHT - ,- .o 1 / L'f ' ` STRAW WATTLE PERIMETER I 15.29'. __I N _ 0_000_4° �� pi EROSION CONTROL 1 �� — 23.29' rill IIIM IL*, N ; gill. �+ FLOW DIRECTION ARROW f .meiiI J _______ __________ © STREET N, SEE ONSTRUCTIONSECTIO DOCUMENTS -� 236 tI �i� •Pr ► ; � j 4,908 SF I , m IIS Immo SETBACK SUMMARY I I I I / , lin .,__. BUILDING: 3B I\ ^ , / N pli• FRONT SETBACK: 12 )'/ FF=286.27 I iA V 111 SIDE SETBACK: 3' i 237 b i STREET SIDE SETBACK: 8' 113.50' �_'-��` k \ FRONT PORCH SETBACK: 8' 5 1 / I 4.50'- ! Y; '\ (2) KATSURA TREE/ GARAGE SETBACK: 20' Er ' / P 4 A CERCIDIPHYLLUM • COVERED PATIO SETBACK: 10' CV a GARAGE I � I� JAPONICA ► 4 REAR SETBACK: 15' o I „ 6.00' / ,`lily ' M I 7-- _- �r�� PUE, TYP. �, 50 0 r _ -PORCH- �,ltal, A ro + LOT COVERAGE. 0 1I 6.00' --- '- ' �or.__.. RIVER L - N _PUE, TYP. 23.71' =i i sit i�'of \7 LOT AREA. 4,908 SF 16.60' � %'•;, - TERRACE i:-: -L _ _ i �� ,I „ `.,.,,,,�� .ori O BUILDING FOOTPRINT: 1,569 SF EAST NO. 2 ',`� 1 �, _�►v 41.0' ti 284.6 Q + ,�,� '= 284.6 ' / / \ ! COVERED PORCH: 161 SF' � o."p ;. 4 ��..• i •: f Qs/ COVERED REAR PATIO: 0 SF p f rl W \ �, � J SS STORM LATERAL CANTILEVER LIVING SPACE: 20 SF LOT 236 ``� �`�S ~+~fir �) \ DECK AREA: 0 SF PLOT PLAN < • SANITARY LATERAL 1 - - WATER METER - - o a5 us CIS OS \�s +�, TOTAL COVERAGE: 1,750 SF 0, _W /""""'' B -SW BIRDSONG STREET wsIllfAr....4 35.7 % o •. . _,,,.,,,,,� \rn * �. � IMPERVIOUS AREA: 2,532 SF v 0 0) 2POLYGON NORTHWEST (503) 221 -1920 a C CONSTRUCTION cm/ OF TIGARD TYPE 2 V 1 W6 PROJECT NO.: 395-064 0Approved by Planning SCALE : o LOT 236, R-4.5 (PD), STANDARD 0 20 REVIEWED 6Y: PRE 0 Date:0. R~ZS�IR co RIVER TERRACE EAST NO.2 Initials: � 1 INCH=20 FEET az UDSS5 SW BIRDSONG STREET ROSEBURG FRAMING SYSTEM`' EE,..�. PACIFIC LUMBER COPYRIGHT 2014 -��R � qualify engineered wood products for today's builder These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber RI G I D LAM LVL RIGID Rim h^ � : �I' ��j Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other DIM, [ re Mired SOLO BLOCK w� .i, INSTALL swnsuma o moi«,. ro eEARixG E+Twrv. ",,,,,",-„ , �xsr�u.saursx e�SCKs product supplier other than Pacific Lumber the CoyIs yrstrictlyprohibited.Unauthorized use or ROSERURO FOREST PRODUCTS ROSEBURG FOREST PRODUCES I�i I __ reaverr.a,e.n�rcN copying of these plans,Infringes rights under the Copyright ht Act.Infringes face liabilities that Include___ ,III na 9 P 9 9 Py 9 9 fI�\ / `� i eT�on TO ASLO r.sove penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. i •► , �IIM! RFPI JoisT . .• /1 ��, RGLSEaYRO FORFSTPRODYCIS I�� 1 =,r,,, I''��i lir CONTRACTOR NOTES: DES/GN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS """""`" 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .a.Y.:,1-r"w�°" EXCEED THE LIVE LOAD ��-,...�aM w a=.x,.,ax (UNLESS MOPED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPTBLOGKNs PANELS TNITS BEA5156,PALL ABOVE POET LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 PTs. N.T.5. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/NG: FOR PLUMBING 4Opsf LIVE LOAD 5)PRO,/,E PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHE:-WALLS STARTSLEEPING AREAS: START THIS/SAPLAGEMENT PLAN ONLY. 3Opsf LIVE LOAD FRAMING FRAMING 1 ' is layout is to be used in conjunction with 1 2p5f DEAD LOAD I 1 I Architectural/Structural plans.Verify all HERE HERE I shear wall blocking placement and connectors ROOFLOAD/NG: I PATIO I I PATIO I I I • Purchaser responsible for approving this 25psF LIVE LOAD bN O I ayout prior to any construction. i Tpsf DEAD LOAD RH R1 R-4 —V �� J4 J5 J5 Iy ... J4 J4 Id I. Jr.. b Jr,Jl I -14 J4 -,I J5 -= - - - J6 J5 n 1.I J1 J1 � IJO J.S 1-1 14 J1 qq J5 JF, J1 JBI1 � J,�1 R1 J4 R1 J-p .A II J✓ .15 J7 I 'li JO Jai 'y J1 J4 i• I Jr J5 jjll��!I I J4 Jf •I J5 U U J5 I 1 J1 I J'II' II ° J5 . 1 I: J4 NI 52 O 51 -. 51 52 w J4 .II Jr, - 6 J5 1. J1 J'1- 1.1IIS45 R 1 ry O ,J5 II I I J4 N hi 1I RI = I _ 1E,J , . -- R4 I ,-- __G3 ki _ III I_n N N J J I p. J2 'I. J2 6 J2 • J2 • J2 1z R1 Ii J2 ii J2 M R 1 BT 51 11. J2 -12 I •I• J2 J2 IIJ2 II .Ill J2 J2 IA 11 J1 • JB1 J 1 J1 J1 1 I - I I PORCH PORCH IMPORTANT! J L REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4- 1 1 9 (MAIN) LEGEND: POLYGOOSB 3B Pacifi milli b�� /� Mrk* Material Width Depth Grade Qty Cut Lth Tot Lth WHERE PLATE NAILING AT ( H -HANGER GALLOUT R1 058 Rim 1 9 1/2 _ 9 16 1 44 SHEARWALL ABOVE EXCEEDS ONE ®/ -SUPPORTING POST .11 RFPI-20 1 3/4 9 1/2 2 10 20 ROW,PROVIDE ADD'L BLOCKING OR TRU �+ C O M P A N Y J2 RFPI-20 1 3/4 9 1/2 10 15 1 80 WIDER RIM MATERIAL AS REQ'D. J ® -PO5TLOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 '4 MAIN FLOOR JOIST LAYOUT R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 _ 14 25 392 SCALE: 1/4"- 1'-O" CONFORMS TO DESIGN CONCEPT 1-1 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)555-P 663 .15 RFPI-20 1 3/4 9 1/2 _ 14 12 168 ® CONFORMS TO DESIGN CONCEPT WITH LB -LVL BLOCKING B1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 1 2 36 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 55 JB -JOIST BLOCKINGB2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 0VOSN0EMB TO MON CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J JOIST GALLOUT JB 1 BLKG RFPI-20 1 5/4 9 1/2 30 3 90 0�NF�it IGx 4DxcEPTrvrtN THIS SHOP DRAWING US BEEN REVIEWED FON GENEUL CONFORMANCE PLAN DATED: 5/11/1 4 - Li NDN RMING-REVISE•RESUBMIT WITH THE DESIGN CONCEPT ONLY ANO ODES NOT RELIEVE THE 8 ..BEAM(FLUSH W/JOIST) > 1 7.7 ::NE:wr FAEAICFTORIVENDOR OF RESPONSIBILITY FOA CCNFOAWNCE Elm THE HDR -HEADER(BEAM BELOW JOIST) Accessories ir% T7,,6r ff"R, UTICA NMINCS Aro NPECIF1unCTO ALL OF EVICT w,LE DIMENSIONS. DESIGNER: KAM/L.HPNDER50N DATE: 4/1 4/1 4 H 1 I THO 11150-or-ITT9.5 4 D OVER TACT CHOP SAWING. CONTRACTOR THOLE VERIFY ALL OlnsxslONs. 580=BEAM BY OTHERS BY Ai=a WRI, ate 9/22/E4 By: Tma A.Eaton Date:September 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 RM1 43-00-00 1"x 14"APA Rim Board 1 1 ,i, 5-00-12 k 1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM r-0,--s---e-r-_ - __�- gte -_a_ _--� -. a- , : RM1 37-00-00 1"x 14"APA Rim Board 1 1 • Irs' TI [ RM1 11-00-00 1"x 14"APA Rim Board 1 1 I RM1 9-00-00 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 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 CD 1` S LL LL _ b 8 BM19 11-00-00 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 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 gJ BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I 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 -05- 3 1n"a-oi-Dc / BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 Ms BM21 12-00-00 3-1/2X 14 BIG BEAM 1 1 L, _a BP�10 _�_�__�_ e K1' a b_�_si a_a__� w, .m �_y 2 s--3 -32 PT — �` ' -0a IBM8I TRM1I BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 • BBIT H BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 a K1 BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 1a =6 = • = m BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 11 b RMI BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 i 1 BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 �I BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 Y t7/ ,..•.,C' 1 FLOOR LOADING S LBK1=BLOCKING LL G` L• ', K�'.. °-040 1-mi RMI-RIM BOARD „,1L� .c__ka 15 DL r—r M3i i II 11 (D_..M2 io ACCESSORIES QTY III 1 3-0°-14 110 TH017140-2 53 • • - © HUC412 5 _ I— <r I '.. 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' of n PI nA m LL il if x� lm '.i Q-03-oj 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN `'E-03-0 B 1 1=°'---' -'1.--3K1 1 a _a_ _a a_ m P_•_�_�s__a_�_n—_ 11 A 11 •- BM7 REFER TO STRUCTURAL PLAN FOR ADDITIONAL IBM211 �rr14 LG POST TRANSFER BLOCKING JBM1 _ _ Il ®' AND SHEAR BLOCKING REQUIREMENTS. I - A--J]_A_AT— ___� _0. J IRM1 IBM5I J/ I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I (� 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI WHERE PLATE NAILING AT SHEAR WALL ABOVE EXCEEDS ONE _ , ROW,PROVIDE ADM.BLOCKING OR I 11 WIDER RIM MATERIAL AS REO'D. ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM (24x36 SHEET) SCALE: 1/4” = 1'-0" ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN El CONFORMSro OB.CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 IDM TOE E IG"W"AE M" THIS SHOP OARING IRS BEEN AEYIE ED FOR GENEML SONFORMANCE 1:1"''''°"'"'-'''''''"'A'T47171 -w- IYITH THE DESIGN AND EFE INLF AND DOAL MJF RELIEVE THE pacifya\Lumber FAGAIUTDAIYENOOflDF AESPDNSIAILRY FOA DMFOANVOE IIITH THE FrPOESIGNIEAIYI EAND SPECIFICATIONS AL OFYEAH HAVE FAIDAITYCVEATHISSTOP WNIIING. OONTMDFDAFgLI VERIFYALL OI TENSIONS.aa. "Poku �A. 9/R/1A EY: IMO A.ENton Date:September 19,204 & TRUSSCOMPANY e MILBRANDT ARCHITECTS CT ENGINEERING INCr