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Plans (78) 'C'c-\---,7", '...,\:`45- '\.k;1'1(1 1 L ckc ( st ( v1cL\ l LEGEND: 292.0 —SS SANITARY SEWER Pacific � � '2 2 9 , —SD STORM DRAIN Desi nn uilty WATER LINE 1``�.. -_ -_. _._ I:i .__ _ t C� MANHOLE 2Tig sw nna9 scree292- - - - - - - gard,OR 97223 — —291 - - --- �... - - �.. [T]503-941-9484 — --- CATCH BASIN — � — DATE3/30/2018 - -290 .289— -- ---- r — — -- — - _. _._ — — _ —-— — REVISIONS �-• _._ _. — 288-287— — _ _. — y 286......7.7]._ 86— — 1 / —29.37 r r — — 285 284 — STREET LIGHT NO DATE DESCRIPTION I F f 37.37' t I I I I f / I STRAW WATTLE PERIMETER f I I � I EROSION CONTROL / I .-� FLOW DIRECTION ARROW , I` I / / r__________________Ih I _._______.________H I[---________,- _______, I STREET SECTION, SEE 4.00', fL 210 t ; / I 0 CONSTRUCTION DOCUMENTS / Ir 4,216 SF / / 209 / I; / I I o I BUILDING: 3413D ; // I SETBACK SUMMARY / I I FF=286.81 1 0 1 211 FRONT SETBACK: 12' / // I I I Ii ; I SIDE SETBACK: 3' / STREET SIDE SETBACK: 8' �v,/ I 4.00' I FRONT PORCH SETBACK: 8' E ✓� \Ili GARAGE SETBACK: 20' 0 / i G /ARAGE / COVERED PATIO SETBACK: 10' f j j/ _ I l i / I REAR SETBACK: 15' CO L_ L _� I ;I/ 1 T 1 6.00' --:- –1-1---I- CN o 13 1 I — PORCH 1 PUE, TYP.— / — LOT COVERAGE: j L____ — _ — — 20.00' — l/ — RIVER LOT AREA: 4,216 SF CTI - - - - - - -12.27' TERRACE W _ �_ �` r ®® 4z.0'f BUILDING FOOTPRINT: 1 469 SF . � .� , ��", yy � EAST NO. 2 r '/ , �� 2847 ` ���'� /' a V> � `� % A��I All A. � s A Al1111% ( 1 COVERED PORCH: 228 SF g r Iii?i�.�1 _ /1�11�i1! ©ter.�;mm!���■r�um! ,._(T2 Or IW " ,�� WATER METER illr COVERED REAR PATIO: 0 SF �... (2) KATSURA TREES / �.��rr � .� .F mks C CANTILEVER LIVING SPACE: 0 SF ix in CERCIDIPHYLLUM JAPONICA 8 STORM LATERAL �� Si LOT 210 \ _ — — Ax. me _ a.,_ '� DECK AREA: 0 SF PLOT PLAN 0 f 50 � SD D . c, SD TOTAL COVERAGE: 1,697 SF , SANITARY LATERAL / / CO ilt _ w-�� – �r W 1v� likv11111. : . . : {tt 40.3 % A SW APPLEDALE ROADol �l�ci \ 4441k fIMPERVIOUS AREA: 2,194 SF / ` U -1- o --- P)c 3950 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARDG 2S 1W6 Approved by Planning PROJECT NO.: UCTIO4 0. / VTYPE N 17 REVIEWED 8Y: CONSTRCTPRE LOT 210, R-7 (PD), MEDIUM Gate: _�IIi�p SCALE ,o "o 0 RIVER TERRACE EAST NO.2 InitialsAl-- 144011 SW APPLEDALE ROAD 1INCH=20 FEET �" """` '"°'�""""M PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM"" -, ':.ry"-46 °b""'°""1rt0 ,I' ' These lane and the designs are copyrighted under Federal Law byPacific Lumber Company 2014. quality engineered wood products for today's builder- ...„... i P 9 P y II - -- - ----- -x�4eZ So1-m B1-OOK^'i The lens maynotbere- rows PROM ABOVE -- ------ Pused or copied,in whole or part,without written permission from Pacific Lumber R I G I LAM LV L R I G� R I M ,« ,I,III� ro ee�Rl«G e�orv. Company which retains copyrights to,and ownership of the plans.Use of these plans by any other ".,w PER neTAR Far product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Ro0EaeRe FOREST PRODUCT/ ROSE000G FORST P'ROp1CT5 --_-- BeARIwAREAoeawccs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include BELOn TO POST ABOVE, penalties p o$2000 per infringed and per work Infringed willfully. `� of u t O e 0,000 a ull IIM *N RFPI JolsT mor..,-- 1 ....-„,,,„: •. b".. CONTRACTOR NOTES: GES/6N NOTES: ,,,,, ,,,�,,,,-,„�,,,, 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS „r,a„.;tra ';oopF°y„'„,'°'°"""" 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFP(BLOCICN6 PANELS NTH BMARIN&NALL ABOVE POST LOAD TRANSFER DETAIL3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/480 N.T.S. RT.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2p5f DEAD LOAD SLEEP/NGAREAS, I I THIS/5 A PLACEMENT PLAN ONLY. � I This layout is to be used in conjunction with 31 2p5f DEAD LOAD I I Architectural/Structural plans.Verify all _ _ _ _ _ ____ shear_ _ shear wall blocking placement and connectors ROOFLOAD/NG: _ -_ „_ _ \\ --- - --- TT�TIC7-' . Purchaser responsible for approving this 25psf LIVE LOAD I I I I ayout prior to any construction. i Tpsf DEAD LOAD I I I I I 1 I I R1 I R1 R1 I i R1 I 10'-3" 10-8" 13'-3,� .. _ _ _.. 2..�.�• iii _2- II - --- -- - 34'-0' r ,. . 12 II 12 1 .I PL 1 5-400(MAIN) POLYGON ,� , - '- i. Mrk• Materiel WIdth Depth Grade 3413 ABD(NEW) .12 R1 J',, 1 J 1 _iIrk p 1 J.1 -�1 BLKGRFPI-20 m 3/4 9 1/22 20 Cut Lth To9 16 6tO144 Lth J2 I J2 e1 J1 RFPI 210 3/4 a 1/2 12 14 168 L, J2 JO J2 RFPI-20 3/4 9 1/2 16 34 544 J3 RFPI-20 3/4 a 1/2 5 6 30 1J2 - J2 J4 RFF1-20 3/4 9 1/2 2 2 4 J5 RFPI-20 3/4 9 1/2 1 32 32 it J2 - .J2 B1 RigidLam LVL 3/4 9 1/2 1.5E 3 14 42 02 BIG BEAM 3/4 1/2 9 1/2 2.1E 1 6 6 J2 J2 Ili J? I,.' , U - - Accessories H 1 ITHO 1 T 950-or-ITT9.5 5 O9 10 ' I. --1 J5 Si + n Si JS ® CONFORMS TO DESIGN CONCEPT 61 J1 o_ n_ J 1 $1 ❑ CONFORMS TO DESIGN CONCEPT WITH 1 K K J • REVISIONS AS SHOWN -11 N el ElNON-CONFORMING-REVISE AND RESUBMIT J1 J1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORM/ICE J1 s- a- J1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J1 - J 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY J1 R J1 OVER THIS STOP DRAWING, R1 By: Arnold R.Solomon Date:December 3,2015 J1 CT ENGINEERING INC J1 .1.1 el J1 X11 0ANT?RM TOE7GNFORMS To IGN CONCEPT WON R� x xmm J 1 J1 ❑xoxmxeoaauG-Revae a REGumrnn J1 J1 �Tw�. ...T Baa J ) _11 MILBRANDT ARCHITECTS J7 JO JB1 J3 . Ja JB 1 I J34= —�Ja J2 - .1-12 : IMPORTANT! \ START STARTI • REFERENCE INSTALLATION I GUIDE FOR ALL FRAMING 1 FRAMING FRAMING 1 DETAILS AND I-JOIST INFORMATION I PORCH 1 HERE HERE 1 PORCH irliLEGEND: 0--HANGER GALLOUT Fac, umber ® -SUPPORTING POST COMPANY ® -POST LOAD ABOVE & T R U S S R -RIMBOARC 10515 SW ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)858-a663 LB -LVL BLOCKING JB -JOIST BLOCKING PLAN DESCRIPTION/NUMBER: 341 3 ABP MEW) CUSTOMER: POLYGON J -JOIST CALLOUT PLAN DATED: 1 1/23/1 5 (FLUSH B -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT DESIGNER: /CAM/L.HENDER50N DATE: 1 1/21/15 550-BEAM BY OTHERS SCALE: 1/4"-1'-0" 1 pL 1 5-400 (MAIN) SHEET: 1 of 2 POLYGON — 14" OPEN WEB JOIST @ 19.2"O.C. 3413 BD(NEW) 1 __../--- \ PL15-399 UPPER 11/27/2015 MOVE JOISTS +/- 4" TO AVOID PLUMBING —.ma- Products 4 q PlotID Length Product Plies Net Qty 9 OS-0O START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 RM1 34-00-00 1"x 14"APA Rim Board 1 1 RM1f RM1 22-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT �! ® � d. --RM`� 8-00-00 1"x 14"APA Rim Bo 1 ❑ CONFORMS TO DESIGN CONCEPT WITH HVAC RUN a 'j'I RM1 7-00-00 1"x 14"APA Rim Board 1 1 REVISIONS AS SHOWN RM1 3-00-00 1"x 14"APA Rim Board 1 2 pm 11BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 ❑ NON CONFORMING-REVISE AND RESUBMIT BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE - WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM16 13-00-00 1.5 RigidLam DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY gdLam LVL 1-3/4 x 14 1 1 OVER THIS SHOP DRAWING. ON ONIL° NNBM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 By: Arnold R.Solomon Date:December 3,2015 o LL o LL BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 CT ENGINEERING INC `�'II - BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®m"wRMS rooE�"Nm"�P. BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0,==—"'"w"" BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑NortmNmunmw-nmumusuaMrt I BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 El °�" II 1.'---- BM3 21-00-00 BB01 1 1 ea " m �;oo � O BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS . M1 IA wile I '3 I . ;i0-0i JIM MINII®mu NI . _HTE 0;. y —_ ACCESSORIES QTY �� II ..:13/ TH017140-2 44 �� �� 0® HUCQ1.81/11 5 HVAC RUN cI 1101 i ��� 1x14 OSB RIM FOR SHEAR BLOCKING 25' I . . . H II° fl FLOOR LOADINC BK1=BLOCKING L5 '.5U. W5- • M i7 g2 8 •'RM1=RIM BOARD 40 LL LL of v v v 1S DL w.1 LL' u_ u REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING m m m AND SHEAR BLOCKING REQUIREMENTS. I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. C� �® EMI - I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I } . e"- c-. a / D IBMS' r=0 MO eo. �>i O _I I O1� N 11 r M1-0. 1 �1 BM31 I� iBM61 % _ 4' 6-08-00 4' ° ill ,AII`= II �I II Pacifi Lumber 4 ••-- 111111111111.1=1=MIIB 4 <START FRAM —==" & TRUSS COMPANY DO NOT: Loosen,remove,cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET SHEET 2 OF 2 C. 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N CONFORMS TO DESIGN CONCEPT n CONFORMS TO DESIGN CONCEPT WITH en 3 3 51'-8 1l2' REVISIONS AS SHOW ❑ NON CONFORMING *DEVISE AND RESUBMIT i THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE = X❑ CONFORMS TO DESIGN CONCEPTCD WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE > n CONFORMSTODESIGNCONCEPTWITH FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE N REVISIONS NOTED o DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY NON-CONFORMING–REVISE&RESUBMIT OVER THIS SHOP DRAWING. 09 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN By: Arnold R. Solomon Date: December 3, 2015 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE T ENGINEERING I N C PRIORITY OVER THIS SHOP DRAWING. C v By Alexia Fukui Date 8/12/15 MILBRANDT ARCHITECTS