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Plans (32) V5TZOfl _ / 1 37 A - 1 LEGEND: 7 1 0 \ ss SANITARY SEWER 7:::::::717' 171- j�1 I .......\''......-....: s� STORMDRAIN DCSIiI �\\ �, //' I _ 263.5 i w WATER LINE cT p, / I 12564 SW Main Street 1, ' �) J :=� / • MANHOLE [T]503-941-9484 503 9o4R 97484 a I ■ 223 CATCH BASIN i x+•00 �- 5\.5 -y d. �'� DATE: 04/04/2017 i \\\(C PUE _ fes' / Y..-+ STREET LIGHT REVISIONS N �� 1 \ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION •a 261.1 +0 •Oc�c ,c�o %/ 1 �'�'�' / / \ \ EROSION CONTROL PLANT (3) STREET him 1 i 1 I �N 128.46 .1 \ TREE: 2" CAL. JUNE ° \ STREET SECTION, SEE SNOW DOGWOOD/ 1` (i d i .— 1 0 CONSTRUCTION DOCUMENTS �� .� ./ --32•57----5:R 32.55' \ ,-� I CORNUS CONTROVERSA 1 If C 'JUNE SNOW' �ttir`k��Ir� - it � ECEIVED , 1 1�1 I if- - _ t, 1-- I I \ � SETBACK SUMMARY oswilminii APR3 2017 I ' fir.-• ' „ I4.00' i !,_--- --- FRONT SETBACK: 12' a r„ �± �I r1 f r""- SIDE SETBACK: 5' CITY OF TIGARD ON 31 VI:\ BUILDING D0 WI 9'� ft ' 13.91' 6 549 SF \\ " STREET SIDE SETBACK: • 10' A �� ' I �!''r o ;i BUILDING: 5BR ti ', REAR SETBACK: 15' E f s �t . ifs I l = PORCH SETBACK: 8' Q a,, r t FF266.0 \ 1 Q GARAGE SETBACK: 20 Q Er..... , 1 , �` oP A i -z- i 1m / �t' I'1+; f } 1 `\` 0 :/ / / -/ " / il `‘ , !, � Il 1 1 \ Q ,„ o , i/1 . pill �� l j /�I GARAGE \\ SIDEWALK i• , ' o ,�, LOT COVERAGE: Fc-i. 36.00'A �,✓�.# , _ .---_-_-_ --\ ,•� 1 ~� LOT AREA: 6,549 SF i' ;i + --.�. �► _ I `�, RIVER /so • ) % v PORCH �, I r i o — BUILDING FOOTPRINT: 1,800 SF j 3 N� If� ` 1 TERRACE 13. 259.8 l+t, •' �_` '- _ 25.4(1- is"' i�` `�`\� 22.09' 3 I lip �� _ ( COVERED PORCH: 166 SF NORTHWEST W E T 4 _____ o , �, „,i1/4 \ --14153 NOR S ch �� �� 1 ( 4 F O 1/ . ..�.-!_,.e.��\ _ .4 i .►.__ r CANTILEVER LIVING SPACE: 3 S 0. o VISION � ,,-.�_..... �_.. -_ \, _6.00' CLEARANCE `/ 264.1,-,_ PUE COVERED PATIO: 152 SF co' TRIANGLE • -•--7-,'. SIDEWALK 4��__ \h,_�•��-�-� ..__`- -. 41� DECK AREA: 0 SF co SS / ;- —' ---t 'i WATER METER K LOT 31 1 ; SS S –t--: TOTAL COVERAGE: 2,161 SF PLOT PLAN 441 / x5S---, a SD ,� PLANT (2) STREET TREE: 2” CAL. 33.0 % ° k 32.00' SANITARY LATERAL SKYCOLE HONEYLOCUST/ STORM LATERAL GLEDITSIA TRIACANTHOS INERMIS IMPERVIOUS AREA: 2,781 SF e:= \ SW AUBERGINE TERRACE 1 7 in / .> ,.....---ial IMME.11.- r'4 U ----"'"----------i-----,__iwriaimmommol :7-- \111111-1 „11 M. o < , Co --- f . M _ \ i 1 . ' 11 c) / CITY OF TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approvedby Pia Hing0 I PROJECT NO.: 395-037 Date: /lXn (/ 2 S 1 W 6 TYPE: CONSTRUCTION .- REVIEWED BY: PRE N.co LOT 31 (R-12, STANDARD) Initials: 0 SCALEIO20 co RIVER TERRACE NORTHWEST 13337 SW AUBERGINE TERRACE 1INCH=20 FEET Z . 6X6 6X6 RECEIVED _ _ -_„ 6x12 HDR _ _ APR 3 2017 CITY OF TIGARD BUILDING DIVISION W C U) ) cn O (0 N N LU O H-- O < /4\ 92x LEDGER /8\r"P4 STHD14 -IDR�MST37 MS-317 MST37 ST37--� i cA -- MAIN FLOOR SHEAR PLAN & Plan 5 TOP FLOOR FRAMING PLAN /4„ = 1 Q ENGLISH REVIVAL - Optional Roof at Patio PATIO WIDTH VARIES PER LOT r - ------------- - p p 16 D2 0 w LU cn B i A8 Patio 19'-53/4" 40'-0" I 11'-93/4„ 8'-103/4„ 6'- ^ I I 1L-0 SL I 4-04-6 SH I - 6-0 8-0 SOD , — rry 18 DOOR SLIDE L I I ( cgo I Plan 5. MAIN FLOOR PLAN 1/4" = 1T-0" ENGLISH REVIVAL - Optional Roof at Patio PATIO WIDTH VARIES PER LOT 83/4 83/4;r 6x6 PT POST I ;6x6 Ps POST -f \r1 THICKENED SLAB 6 L__ EDGE D2 0 w w 4O'-0" s CD 63; 4-0 _ 14'-53/4" co cnw -1'-3» T.O.S. -0'-71/2" 3;c CONC. SLAB T.O.S. STHDIL P4 STHD1 4 • IEEE •mminorp. L——J Plan 5. FOUNDATION PLAN 1/4" = 1'-0" ENGLISH REVIVAL - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A2, A5 & A6 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. :===.74-..:::: PACIFIC LUMBER COPYRIGHT 2 15 ROSEBURG FRAMING SYSTEM'S Ri quality engineered wood products for today's builder �` Nw:`n 't,7—'," These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. w.,,w ,II ' SOLDBLOGKALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber AreFOSTSERpMABOVE RIGIDLAM LVL RIGIDRIM „�„ ,I 1 roBEARIHGBE�on. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other ,Irr WII ' INSTALLSQUACHaLOLKS product supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or R.u�. . PER DETAIL 1e.nArcH pp P y AOSE6uAo FOREST PRODUCTS AOSEBIMG FOAEST PAOOUCrS BEARING AREA OF BLOCKS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include • _ `_ / BELQry rQ rosrABovE penalties of u to 520,000 per work infringed,and%100,000 per work infringed `� P P P g P 9willfully. / IIRFPI_Joisr •�.,° ` RI. ROSIFIWRO FOREST PROW= 1i� IN CONTRACTOR NOTES: DESIGN NOTES: r°nmcrnc 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM riAS trmivmJ0�+sU ' r4 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED D THE MEET OR LOAD —;,...;....,,,,T.;;;,°,="''''''' (UNLESS NOTED OTHERWISE) MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOGKNG PANELS FITH BEARING FALL ABOVE POST LOAD TRANSFER DETAIL OF L/480 SCALE: 1/4"= 1'-O" (UNLESS NOTED OTHERWISE) N.1.5. N,TV. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL p5f DVA LOD 12 SHEARWALLS 1 p5f DEAD LOAD SLEEPING AREAS: TH15/5 A PLAGEMENTPLAN ONLY: 3Opsf LIVE LOAD This layout is to be used in con junction with 1 2p5f DEAD LOAD START START Architectural/Structural plans.Verify all I FRAMING FRAMING I I shear wall blocking placement and connectors ROOFLOAD/NG: I 1 Purchaser responsible for approving this 25psf LIVE LOAD 1PATIOI /HERE HERE PATIO' ,ayout prior to any construction. 11psf DEAD LOAD IT _.� 11 "' , J6 1 I. II. #6 I I -- — —�1 R/1 J2- 14 - — ! CONFORMS TO DESIGN CONCEPT __ = r =-. B2J5 -� __.. ----- — � JG CONFORMS TO DESIGN CONCEPT WITH I — I REVISIONS AS SHOWN J5 z 1 R NON-CONFORMING-REVISE AND RESUBMIT —— -- — —46 I - J5 ---- alb.----------- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J6 J 1 ,2 ��-- 82 J2 ,J 1 KITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE _- -----_.-_. .__II — � I —" FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE R1 I Jb-- —'---- —iii—- 'd - I -- J2 —IJ¢ DESIGN DAASHOPS AND SPECIFICATIONS ALL OF YrHICH HAVE PRIORITY — ---• f— — OYER THIS SHOP DRAkYING. r,I .=_ -J2-- I- -= J2- - --- - - J6-- -- -,- By: Arnold R.SolomonDate:May 11, 2016 — ----- --- -- .. CT ENGINEERING INC J2 = '46— ' ii I I — _ —ri ✓ v i'<j Iii 0 CONFORMS TO DESIGN CONCEPT - -- - 0 0 -42-- - - '-Di iv � JE, —_ R 1 � F- -' i— ® _= - 3 _ ❑ REVISIONS NOTCONFORMS TO ED ESIGN CONCEPT WITH J1 -I' 1 ---- 0 NON-CONFORMING-REVISE&RESUBMIT II 0 0 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE — J3� -_ - - d3--;, - F'1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE E IL FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN JS Et I --r— DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE �J i n [V PRIORITY OVER THIS SHOP DRAWING. F#= 13 3 B3 = By Jeremy Pfarr Date 5/11/16 4. y� — MILBRANDT ARCHITECTS - — - i1. � J�— _�-�R11 �11�T J9 --- - - — - —;..15-1 - -- —— —— J3-- — illJ9 J3 1_.. - _ —j#-J3- _ -- - J3 --_ --- — -- I``11-45 ----- _, — - --== JS-. - - --_ I. glj iill ii 42-- -:.:2 1 1 I' -- .12.. J2 - � I I I IMPORTANT.r REFERENCE INSTALLATION PORCH PORCH GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION L , LEGEND: PL 1 5-52(MAIN) PaciiLumber 0._.HANGER.GALLOUT POLYGON se FRONT TO BACK Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth ® =SUPPORTING POST R1 05B Rim 1 9 1/2 10 16 160 51 RigidLam LVL 1 3/4 9 1/2 1.5E 16 32 & TRUSS COMPANY CD =POST LOAD ABOVE 52 ,RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 20 R -RIMBOARD 53 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 J1 RFPI-20 1 3/4 9 1/2 1 10 10 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON q100 (503)555-9553 L6 =LVL BLOCKING J2 RFP'-20 1 3/4 '9 1/2 12 12 144 /3 RFP'-20 1 3/4 9 1/2 12 20 240 PLAN DESCRIPTION/NUMBER: 55 FRONT TO BACK J5 =JOIST BLOCKING J4 RFP'-20 1 3/4 9 1/2 2 2 a RFP'-2o 3/4 9 1/2 3 14 42 CUSTOMER: POLYGON J -JOIST GALLOUT _6 RFPI-20 1 3/4 9 1/212 20 360 PLAN DATED: 11/24/14 ..7 RFP'-20 1 3/4 9 1/2 126 26 5 =BEAM(FLUSH w/JOIST) ..51 BLKG RFP'-20 1 3/4 9 1/2 25 3 75 HDR =HEADER(BEAM BELOW JOIST) /52 SLKG 1.75 LVL 3/a 9 1/2 1.5E 6 3 19 DESIGNER: KAM,L.HENDERSON DATE: 2/16/15 550 =BEAM BY OTHERS nccessorles -1 ITHo17950-or-ITT9.5 4 PL 1 5-52 (MAIN) SHEET: 1 of 1 POLYGON 5B PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14" OPEN WEB JOIST @ 19.2"O.C. PIotID Length Product Plies Net Qty RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 p START FRAMING HERE Ir RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 y aii� RM1 11-00-00 1"x 14"APA Rim Board 1 1 RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 • ., • • • - - - - - RM1 2-00-00 1"x 14"APA Rim Board 1 1 BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 ' ' LT, IBM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM13 18-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 O p BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 le r _�_, BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ij -- --:• - �'° = BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 1 BM3 Ian 'I 0 p'A i _ BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ®I BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ..,r.,,,..,�~ ' 11 : _ : .� BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 �� • BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 �� BM6 7-00-00 3 1/2 X 14 BIG BEAM 1 1 Ahil 00 p OD 111 BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 4-00-00 BBO2 1 1 12 I 4 �u{ i 4 FLOOR LOADING �+,�._�'k•y. ; - . ■ - r _ i I M1=BLOCKING 40 LL _ •_ _— ���–a. RM1=RIM BOARD 15 DL i :183 IIID Ii = = = =' = = _ • = —_ _= ii ACCESSORIES QTY it II 0 TH017140-2 21 - - -WIPP Igg © ITr14 3 I 1 X 14 OSB RIM FOR SHEAR BLOCKING 25' I © HUCQ412 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 1 • Ml',1-11 mREFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING�= • = AND SHEAR BLOCKING REQUIREMENTS. I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I __3K1 _ BMX_ (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( il-'-166:5:14C)-4 1 RM1 o a_a_ .®m�m�_�I + IMI - 0 CONFORMS TO DESIGN CONCEPT JOIST WITH RIM ® CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ®CONFORMS TODEAGNCONCEPT ❑ NON•CONFORMING-REVISE AND RESUBMIT 0 CONFORMS TO DESIGN CONCEPT W m4 REVISIONSNOTED THIS SHOP ORAMIN3 fYwS BEEN REYIERED FOR GENERAL CONFORMANCE (24x36 SHEET) SCALE: 1/4" = 11-0" 0 NOiCONEO,,,,. REV S-P,,E.eMr KITH RESED CONCEPT ONLY BID DOES NOT RELIEVE THE P_______LacifiLumber rt FABRICATCATOAI VENDOR OF RESPONSIBILITY FOR CONFORMANCE AITH THE DESIGN DRMINGS AND SPECIFICATIONS ALL OF RUH H4YE PRIORITY `,(' - DYER THIS SHOP DRANING. CONTRACTOR SHALL YEAIFY ALL DIMENSIONS. F, Alaia FlAui` Oso 9(22114 By: Jaq A.Eital Dat?:September 9.1014 & TRUSS COMPANY MIIBRANDT ARCHITECTS CT ENGINEERING INC