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Plans (57) Yt' 3T2-o -7 - oo \ C7 ( OV A LEGEND: -SS SANITARY SEWER Pacific t I I Community o /1 I I , -- SD STORM DRAIN I IL°–––� ––� I IDesign `; / 1` -� W --- WATER LINE ' P� \\ P d _ `� I k I I I 12564 SW Main Street -_-� - ® ! Tigard,OR 97223 MANHOLE g �_ I I - — [T]503-941-9484 7 Lo .._- o� —� I - ■ CATCH BASIN is ~- c, I DATE: 1/27/2016 /'F ` STREET LIGHT z 287.2 282.2 _�_.---''`� REVISIONS h , — .f - _ — c000� PERIMETER _ _ _ STRAW WATTLE NO. DATE DESCRIPTION — 47.0' — _ __-_ __ -- — _ — _"` �- EROSION CONTROL r' I '`, �+ 1 STREET SECTION, SEE -- 28.oo � ►, �, ,, � 10 _ �b aIli 12.05 1 CONSTRUCTION DOCUMENTS `L ry 1 j ->c 120. a-�t 03' 1 /, .I �I 11 !iI �] _- r.L. J I A 1 1: I I o I SETBACK SUMMARY RECEIVED �'!' 11 58 ! _----,-- 1 i I' i � _�� FRONT SETBACK: 12' APR 3 2017 i o '�% �.'" �' 9.00' I T- 1 * 4.00' I SIDE SETBACK: 5' 4,188 SF 1 CITY OF TIGARD l � I a I '1.. 1 ' ' STREET SIDE SETBACK: 10' ?_I '` j ° BUILDING: 3413AR I I BUILDING DIVISION =�_. ..___} 1 REAR SETBACK: 15' E PLANT (3) STREET TREE: . f/ 1 FF= 284.3 /1 � I PORCH SETBACK: $' 2" CAL. KATSURA TREE/ \ 1 LO .o 1 0 GARAGE SETBACK: 20' 0o CERCIDIPHYLLUM �1 JAPONICA ,t' r°�:' I �♦ I CV , GARAGE Ii o € :. w 711111, co � , NI 46 , I v, 6.00' a I ! o to a / ' PUE 7 PORCH I- _ j LOT COVERAGE: I J ; I Il., I 0._l.._. '—_--• .1 / 1 _- — LOT AREA: 4,188 SF / 1 a h ;j ---t- !I 1 ---- RIVER ' 22.99', 26.98' I ° `1 I alp. if 1 1 PUE_ I I _� ir N ! _ BUILDING FOOTPRINT: 1,469 SF TERRACE 20•\ L-°-- _o. VISION I>♦�`- 1 i _ 1 1 =T -t --=1 ---� - - COVERED PORCH: 88 SFNORTHWEST •oCLEARANCE ;i•'t " �..� ' h ! SIDEWALK TRIANGLE 283.8 �� ��_�,�•�•,r>�a.����11, — — R / 33.0' ., _. -_— CANTILEVER LIVING SPACE: 0 SF o, �, I v` 281.0 f, ci / l $ � . / I a ` a �— COVERED PATIO: 111 SF PLANT (1) STREET TREE: -;- '. _ -__ 2" CAL. RAYWOOD ASH/ *���' �` 0 W �'i- W II," % -�-- DECK AREA: 0 SF STORM LATERAL FRAXINUS OXYCARPA •� .. •'� -M LOT 58 QS -..__.... _ 'RAYWOOD' �--_ / S - '-- a5 - ,-1 TOTAL COVERAGE: 1,668 SF PLOT PLAN WATER METERSANITAR'i LATERAL 28.00' as 39.8 N SW APPLE GROVE TERRACE .__ --_ _ • j IMPERVIOUS AREA: 2,321 SF ;0 5 -- N SS — ry SS ,,,—"- SS,/ N— ^e-.._.._.._ 1 W ;v / / N O 0_ Ia i ( a _ -- 11, r �, , , ' CITY OF TIGARD ..i\\\\ 1 , /, �'r� - :..•. --� Approved by planping P RIVER TERRACE NORTHWEST (503) 221 -1920 Date: qfig /33 - o PROJECT NO.: 395-037 2S1W6 Initials: 1 4 SCALE TYPE: CONSTRUCTION REVIEWED BY: PRE co CD LOT 58 (R-12, MEDIUM) 10 20 co RIVER TERRACE NORTHWEST 21 INCH=20 FEET Q 13232 SW APPLE GROVE TERRACE ROSEBURG FRAMING SYSTEM'" :e.=.. .,...7-� .7. PACIFIC LUMBER COPYRIGHT 2014 N..��"»�.� ...I,.. 1 qualify engineered wood products for today's budder-- nncrm.eN.h.a.+a l... N. .. ,I' ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. ore,`•,.7 SOLID BLOGKALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RiGI LAM LVL R�G� R�M POSTS FROM ABOVE Gom an which retains co ri Cts Co,and ownersn of Lhe Tans Use of these ans b an other n m ' III OBEARINGBELOY. P y py 9 P P P y y ":`.`,7,.7 n Acer Ic. INSTALL scroASN aLocKs product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG FOREST PRODUCTS ROSEBURG FOREST PRODUCTS �'� /': w>. �`, PERDErAIL,e MATCN penalties of these laps,Infringes rights I under the Copyright Act.infringes face liabilities Willes that include IE/ - ' `� BEARING AREA OP BLOCKS copying P 9 99 / BELo roPosTABovE. penalties of up to$20.000 per work Infringed,and 5100,000 per work infringed willfully. •�`�4 /I���; 44V"Ntc_RFPI-Joisr -4/y/ .Ir ROSEIIURG FOREST PRODUCTS I.�/�'/ IIIA GONTRAGTOR NOTES: PEs/6N NOT55: eum'„u're ”' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .1T�..�..".. 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ....,ugh,..,_..•�","..�.� (UNLE55 NOTED OTHERWISE) EXCEED THE LIVE L AD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM BLoCKINGPANELS NTH BEARING MALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/450 N.r,s. N.rs. 4)USE CAUTION FOR PLUMB NGHEN GUTTING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL ` VOD 2psf D SHEARWALLS 1 psf DEAAD LOAD E I -1 51-EEP/N6,4RE,45: TH/5/5 A PLACEMENT PLAN ONL Y. I3pLOAD This layout to be used in con unction with 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors. ROOPL0AD/N6: PATIO - -I I----, PATIO Purchaser responsible for approving this 25p5f LIVE LOAD I I I I ayout prior to any construction. 1 1pAf DEAD LOAD I I I I I I I I R1 - I I R1 mminumeR Z _ 1O'-3" 1 10'-6" ! 13'-3" - ; Il'_ 34' -O' g Cleiamminrsxmsaii 11 ' 1 - J2 11 — I -- . I I -12 - - I II I' PL 1 5-400(MAIN) -- '��•. 1: POLYGON 3413 ABP(NEM) ' I Mrk* I Material Width Depth Grade OW I cut Lth Tot Lth T ---~�— - 1 I', JB 1 BLKG RFPI-20 1 3/4 4 1/2 20 3 HO — _J''�,1 �--.1FI — '_ `I"i _ :51 R1 05B Rim 1 4 1/2 4 16 144 1 J2 ' 1_- I J1 RFPI-20 1 3/4 4 1/2 12 14 163 - - J2 RFPI-20 1 3/4 9 1/2 16 34 544 ' I, JO RFPI-20 1 3/4 9 1/2 52 6 30 I J2 - I V- 'III -M111•11111111111111 I I J4 RFPI-20 1 3/4 1 1/2 1 2 4 .J5 RFPI-20 1 3/4 9 1/2 1 32 32 B 1 RigidLam LVL 1 3/4 9 1/2 1.5E 3 1 4 42 I' ! (_- I' I B2 BIG BEAM 3 1/2 1 1/2 2.15 1 6 6 ------ ..-.--.- _. —_ - - I• J3 U v 1 I I' Accessories II •s I I� _R 1 R 1 11_ -- - -- - _ I ' H1 HO1 150-or-ITT1.5 5 O OT I: v _ I , --Jo---, . 1` rt — y I I Z CONFORMS TO DESIGN CONCEPT -------- ------i. -- CONFORMS TO DESIGN CONCEPT WITH ® I ® I REVISIONS AS SHOWN J1 K J-1 —' n n -I ❑ NON-CONFORMING-REVISE AND RESUBMIT T_ - „ „ -- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 6 ! i WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR!VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE _---_— ' -J1-- DESIGN DAANINGS AND SPECIFICATIONS ALL OF RHICH HAVE PRIORITY J 1 ' 1 OVER THIS SHOP DRAWING. 2 1 By: Arnold R.Soloeon Date:Deceober 3,2015 --.14- I J1 --••- I CT ENGINEERING INC J r— _ ®CONFORMS TO DESIGN CONCEPT I �1— ❑REOYISIONS NNOTEDSIGN CONCEPT WITH.1.1._ -- -- i� NON-CONFORMING–REVISE 6 RESUBMIT NFORMS TO J1 ' .14— r ...-, ,y RAI, 8/12/15 J (- MIIBRcANDT ARCHaITECTS 1 :83 : j.......::::: 2' I JB1 I Jai 1 J8 1�_ • _ 11 J3 t i ■���J9 I IMPORTANT./ REFERENCE INSTALLATION � \ START START GUIDE FOR ALL FRAMING I FRAMING FRAMING DETAILS AND I-JOIST INFORMATION PORCH i HERE HERE PORCH I LEGEND: (H}-=HANGER GALLOUT Pacifu3Lumber z =SUPPORTING POST & TRUSS COMPANY e =POST LOAD ABOVE R =RIMBOARD 105 15 SW ALLEN BLVD BEAVERTON,OREGON 41005 (503)358-4663 LB =LVL BLOCKING PLAN DESCRIPTION/NUMBER: 3413 ASD(NEW) JB =JOIST BLOCKING CUSTOMER: POLYGON J =JOIST GALLOUT PLAN DATED: 1 1/25/1 5 8 =SEAM(FLUSH w/JOIST) DESIGNER: KAM/L.HENDER50N DATE: 11/21/15 HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT BBO=BEAM BY OTHERS SCALE: 1/4"- 1'-0" PL 1 5-400 (MAIN) SHEET: 1 of 2 RECEIVE( APR 3 - 2017 CITY OF TIGARD BUILDING DIVISION 6X6 6X6 r 1 {,.__} _ _ _ 6x12 HDR _ _ _ cn W U O cL I- d- N LU CO O ¢ .kB\ EfD.3 /� l'2 4 /STHD14 P3 S9.0 P3 4X10 HDR (2)2X1 HQ_i_ alQ . 1STH 1 2x LEDQ ER,e S D 4 (.)KING ST.JD. it � �1 1 - ----�- 1 I 1 TRI SITU II I� c. �1 1 1 1 ( 11 I I EACH SIVE MI L_-- _----Z-7/- II I u-_.�.1 MAIN LEVEL SHEAR WALLS Plan 3413 UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 16 PATIO WIDTH VARIES PER LOT D2 r a 0 Li_, w Patio 34-'-0" 7'-10" 7'-11)/2" 10I 9" 4'-9" I y 00 LU _w I I ,. I 6-0 5+0 F 2-6 5-0 SH I I } 6-0 -0 SL I t I 1 • 12 D2 `1 1 I =N LJ Plan3413 MAIN LEVEL PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 34'-0" PATIO WIDTH VARIES PER LOT i,_3/_4_,:i: 83/4 6x6 PT POIST 1 : ,6x6 PT POST CO - 1 1---� 16 THICKENED I L__ D2 SLAB EDGE w w 0 3%2" CONC. SLAB 7 A co /10\ /8\ —0'-5" wQ w S�1 3 �S 1.2/ z o N-- w•C) P3 v ¢ STHD14 a N •,* 0 Lo. � STHD14STHD14 s � i - _ I • -I - IN ♦ w 3 -T 3&4 1 T f I , I -113/4" i Dl I wo I - I -21/4" I Q I--\ Plan - . ' ----- I 1 _34131 FOUNDATION PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-15-16 SCALE: 1/4" = i'-o" PAGE: PREPARED BY: Alexia Fukui REF. SHEETS: A3, A6, A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. POLYGON j3413 A(NEW) 14" OPEN WEB JOIST @19.2" O.C. PL15-398 UPPER - 11/27/2015 MOVE JOISTS +/- 4" TO AVOID PLUMBING 0 o Products 99 N - PIotID Length Product Plies Net Qty START FRAMING HEREO R s-0s-0o RM1 42-00-00 1"x 14"APA Rim Board 1 1 I. RM1 34-00-00 1"x 14"APA Rim Board 1 1 �RM1� _ �� RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT f__ RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ CONFORMS TO DESIGN CONCEPT WITH I IP 3- HVAC RUN 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 ❑ NON-CONFORMING-REVISE AND RESUBMITBK1 27-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE • - . • • - • BM5 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 1111111 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 � DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. En N. ti N N N N IN N N N NN BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 to N ,,, 0 0 0 0 0 0 0 0 0 0 0 0 0 g By: Arnold R. Solomon Date: December 3, 2015 E 10L LL LL 0 0 0 LL w 'LL LL LL LL LL LL ILL LL LL LL LL w BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 CT ENGINEERING INC 10 BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 '®CONFORMS TO OERON CONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑VE/vNFO S,,,T DOESION CONCEPT WITH El NON-CONFORMING REVISE aRESUBMIT - BM2 21-00-00 7 X 18 BIG BEAM 1 1 BM3 21-00-00 BBO1 1 1 RT" `.Ne.,FW�dF` Dace ry B/--. 14.0�C0 BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 MILBRANDT ARCHITECTS 11-05'3 1_ __t_ 'BM'° �-`- - - IMCt— —_ �'� 14-0I]I0 I �T1 T, o \_�3J1.r � = _ II. P1 UB O _ _ _ _ • x�_-� ACCESSORIES QTY �IRM1I I I'e ® TH017140-2 44 I I ' © HUCQ1.81/11 5 01 ! 114 re HVAC RUN 1x14 OSB RIM FOR SHEAR BLOCKING 25' ii Ce ml1 . .i . . . . . . . . I I _ BK1=BLOCKING FLOOR LOADING 1 I I 81 8 O :13 Q! O O O Q RM1=RIM BOARD 40 LL I 81 o: o! u_ ILL! LL LL w LL 15 DL IRM1I I gio! LL' w LLLL, 0LL, U- 1w REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING j , AND SHEAR BLOCKING REQUIREMENTS. m m I I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I P___41 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I - IBM6I-- II II B BK1 II II I3-0:04 II `_ _ : _ _ It� II CC11J IBM6I RM1 1BM3I _ % NIL 1: 1 O ' 6-08-00 /4 j� _I=`I_.`I! 4 q -' mpg PacifIöJ.uniber J. START FRAMING HERE & TRUSS COMPANY 64F1 DO NOT: Loosen, remove,cut or notch any part of the open web joist. • -\ JOIST WITH RIM SCALE: 1/4'I=11-0" on 24"x36" SHEET j SHEET 2 OF 2 0 - -0 W M W WO T rC=- > m � z - m porri w c..) -° 0.— r- � 0 4,- D y f7 N D - X m p 40�-2" rnz C)> v < z 12'-61/2" 1--' cn * 1- 401-2" -csv 11'-6112" J 14 Azi m n 0 r or c 0 H , < co � 3 !- � N m (41 C3 (2) II '\ .. -'_ T . § —a 111011 < _ u) D3 (4) C4 (3) v, 1 1 1 D m < < C - w u cn m m 0 o o — o .21=1111L \ .- U Z Z z a 9'-0112" .. N , L IN r .. 0 Via i ,. LZ m ,'Om CO AI 0 W�W 7m O OZc0CZDZm>O O- �mm�zz nG�cnm �� / `I „* Jcncnm0—z(4mr . O Oz,OWZDUm›z , I 9�i -��mmOz000c00 Ommo—mz-cnrz< a 07073-1›.71,,,›H>75 O0OOr73CO<Ofzmz — COUEl SO nmzTOzm �m� � ocyn, omW7icmoQ 0mm cr -1D-0 � r-0 11! .. / `< - 0- �O DZ� C N-13 Z -10w- . �p 04 ni .-. 7.- fa) El Ild:k1IPtxti 1 cr . ;I CII)I" _� C11 421-0" cn lin Mel cn tin 6'-0" 2'-0" 41'-0" 0 49'0 0 0 ca OX CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT P.... n;; CONFORMS TO DESIGN CONCEPT WITH n CONFORMS TO DESIGN CONCEPT WITH n 33 LJ REVISIONS NOTED REVISIONS AS SHOWN 0 t Cr 0 0 NON-CONFORMING-REVISE&RESUBMIT NON-CONFORMING - REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE > 5 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE p CD FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE cDRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE o, PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By Alexia Fukui Date 8/12/15 OVFR THIS SHOP DRAWING MILBRANDT ARCHITECTS By: Arnold R. Solomon Date: December 3, 2015 CT ENGINEERING INC