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Plans (12) 1ST2o17 _ vol 17)212_ 5LA-) + 1 Cave LEGEND: ss SANITARY SEWER Pacific I i I I I I ° °J I Community munity SD STORM DRAIN Design �° °J I I f w WATER LINE it- I I 1 i, . 12564 Sw Main Street * 0 MANHOLE Tigard,OR 97223 — 1 I I 1_ _____I 1_2 ( E [T]503-941-9484 ! � ■ CATCH BASIN DATE: 1/27/2016 `�� I — — �f )- + STREET LIGHT REVISIONS "J ---- -----------------T-- -- - `� - 277 ��o STRAW WATTLE PERIMETER NO. DATE DESCRIPTION J------ - —.._27.T 12.3' 6.6' .............. EROSION CONTROL 278.7 -�' �"- STREET SECTION, SEE , 0r ---.T1 -19.36'— e' CONSTRUCTION DOCUMENTS tl °, I o I 27'24' r I N— -�� I 1 l�_ N I � � -- -- - R CEIVED r° °� I ° N ( SETBACK SUMMARYI I 1 1PR3 2017 � Lr t_ _ �' fro=-_ - FRONT SETBACK: 12'I i____ I! SIDE SETBACK: 5' I r 1 ' / TY-�� /11 JIB_______ STREET SIDE SETBACK: 10' • U LDING DIVISION it 4,116SF i REAR SETBACK: 15' E I I I 1 1 ' / PORCH SETBACK: 8' BUILDING: 3413D I I 1 �I I 0 o FF = 278.6 1 1 GARAGE SETBACK: 20' 1 11g t/ -r I,I1 1/ 0 4.00' --�. 1' 1 I 61 cN ' I ' II ;I / j1 II / I1 1 ig ---- ' GARAGE hi 11 / / LOT COVERAGE: [±LLZIzi 1I1 I j 1 ' I 1 •• — Il 1LOT AREA: 4,116 SF - - -1 ' 5.00' 1 / RIVER X6.00' 1 --- -PORCHiLEJei _ iBUILDING FOOTPRINT: 1469 SF TERRACE PUE1L__ -°- , 21.52 / / ;1 - __ -'` — — 13.89' 18.58 1 �- '' 1 COVERED PORCH: 114 SF o L. NORTHWEST _ � 1 ``' '�• ��` ~ / - / CANTILEVER LIVING SPACE: 0 SF Y� j 277.3! 1\ 42.0' jr � .i.��J► 3.1 / f 27 1 \, it-- --,L= ��'F.---- Z.______-ilk--- _ ' PLANT (1) STREET TREE: COVERED PATIO: 114 SF i 'y V1 in v, SIDEWALK f- ..--b -__. 2" CAL. RAYWOOD ASH/ oe5co N ` ,' �. _ _- �- i FRAXINUS OXYCARPA DECK AREA: 0 SF LOT 60 "' 'RAYWOOD' �, CS - - as ■• � - i;_+ --"'� — 1 TOTAL COVERAGE: 1,697 SF PLOT PLAN SANITARY LATERAL WATER METER ```'--, I � _ 41.2 T ,,,,,-:2----------7---::::: , / lir: ��Q SW APPLE GROVE TERRACE STORM LATERAL N___ IMPERVIOUS AREA: 2,223 SF SS _-.._ \ ss --`.`_ t....... o —�; _ 0 28.00' B ' — ` 1 -7--� f .; CITYOF TlCARD P_ RIVER TERRACE NORTHWEST (503) 221 -1920 App�'°'Y = by planing ing3 Q / PROJECT NO.: 395-037 D Date: 41i/_. TYPE: CONSTRUCTION O 2 V 1 W6 REVIEWED BY: PRE LOT 60 (R-12, MEDIUM) Initials: k o S,oc 20 c RIVER TERRACE NORTHWEST 1 INCH=20 FEET 13272 SW APPLE GROVE TERRACE RECEIVED APR 3 2017 6X6 CITY OF TIGARD 6X6 BUILDING DIVISION _ _ 6x12 HDR _ _ cr-) w - O I- d- N LL O F— c I O Q CC 0-33-)/ 4 1.2/STHD14 P3 S9,0 103 Oil STH 1, 2x LEDGER 4X10 HDR (2)2X1(7 HQ�i_ ,Q .i►; r ID 4 (2)KING STJD. I ----)I- 1-f----,== -�-=,� 1 I I W/ TRIM STUD I 11 I 1 �I EACH SIDE IMI . I _ I II I �I 1 —= �1 I I, l_ )11 1 L_ _i , ! I 0 MAIN LEVEL SHEAR WALLS Plan3413 UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio / 16 PATIO WIDTH VARIES PER LOT D2 / r - ------1 ♦ E- -0 a_ w Lu Patio ♦ 3f1:--0.' 7'-10" 7'-11)/2" co i 9" 4'—g" l 'It lo v> ILLI 7 FE 6-0 510 F 2-6 5-0 SH 6-0 5— jeri ♦ _ 0 SL PC--) I I 12 I I D2 i Plan 3413 MAIN LEVEL PLAN 1/4" = 1'-0" AMERICAN MODERN - Optional Roof at Patio 34'-0" PATIO WIDTH VARIES PER LOT 83/4„ 8/4 3 1 „ 6x6 PT PO T ,,_,t-; _ I I - 6x PST POST r- 1-; Fil, r -, A---\ .3 �-- 16 THICKENED _ 02 SLAB EDGE L- EL w w 0 31/2" CON C. SLAB J co /10\ 8\ _0 -5�, �Q w 6.O/ .j P3--j1.2/ wlo P3 a— c_ID 3 j STHD14 0 �, w u, STHD1, STHD14 � T N 1430 - - - - • 3 ,. T f 3&4 t f1 T -, 11 /4 D1 1 w0 1 -- [-\ Plan34131 FOUNDATION PLAN AMERICAN MODERN - 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: A3, A6, A7 MA-10 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. PACIFIC LUMBER COPYRIGHT ROSEBURG FRAMING SYSTEM- ====�>7 abcw,�,Ilprwrtk,lpl WN t` °h� <«ub I"" / quality engineered wood products for today's builder. •- " a p as ,II / / These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 4. SOSTS FLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber I�iI Gl D LAM'LVL RI GI D R I M // POSTS FROM ABOVE Gom an which retains copyrights to,and ownershipof the plans.Use of these lane byanyother E "raaRn.la.:. ,I p y. p p NSTALLS(auAGNDLocks su lier other than Pacific Lumber Gom an is�«wwo•c ' 'III PER DETAIL OS MATCH productsupplier p y strictly prohibited.unauthorized use or ROSEBURG*FOREST PRODUCTS ROSEBURG FOREST PRODUCTS BEARING AREA OF BLOCKS copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that include `� / BELonroPosrAsovE. penalties of up to$20,000 per work Infringed,and$100,000 per work infringed willfully. ��0444P-OFPFJoisT `'� V +rasEsuRc raRFsrr>eaoucrs +b IIS CONTRACTOR NOTE5: PE5/6N NOTES: 04+4... 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR 5Y5TEM NNA5 R'^ �^°v'°�'� 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR ten,"•�a=wv�a w.:cmmN (UNLESS NOTED OTHERr4ISE) wnm"w.a u...1A.F�wgr,..n..,. EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA RFPI BLOC.KIN6PANELS WITH BEARING WALL ABOVE P05T LOAD TRANSFER DETAIL (UNLESS NOTED OTHERHNISE) OF L/430 N.T-5. N.T.S. 4)USE CAUTION VyHEN CUTTING FOR PLUMBING FLOOR LOAD/Nd: 5)PROVIDE PROPER SUPPORT AT ALL 42psf VOD 1DEA SHEARINALLS 1 2p5f DD LOAD I- SLEEP/N6AREAS: THIS I5 A PLACEMENT PLAN ONLY. 30pef LIVE LOAD This layout is to be used in con junction with 1 2psf DEAD LOAD Architectural/Structural plans.Verify all shear wall blocking placement and connectors ROOFLOAD/Nd: PATIO ,_---I I----, PATIO Purchaser responsible for approving this 25psf LIVE LOAD 1 I ayout prior to any construction. 1 7psf DEAD LOAD I I I I J R 1 -- — R 1 I?I-s r 10'-3" 10'-5" 13.--3" ^ 34'-0" i i • J2 —== I f— — - -- -- ---- PL 1 5-400(MAIN) 17(NEIN) • Mrk* IPOLYGON Material I Width I Depth I&rade ION 3 Gut Lth l Tot Lth - I -12-7.1-1311-1— - = I = - .fLI -1131 BLP.&RFPI-20 1 3/4 9 1/2 20 3 50 - I 1 J-� J 1 J' 1 JL7 t g 1 R1 03B Rim 1 9 1/2 9 14 144 !i i'. I J1 RFPI-20 1 3/4 9 1/2 1 2 14 168 J2 J2 RFPI-20 1 3/4 9 1/2 15 34 544 fI J3 RFPI-20 1 3/4 9 1/2 5 5 30 --- -,-J2 I1-- - - - —_ -- `� J4 RFPI-20 1 3/4 9 1/2 2 2 4 .I J5 RFPI-20 1 3/4 9 1/2 1 32 32 1 2 I} ' -- - 1_,_...1.,2 11 -:I 51 RigidLam LVL 1 3/4 9 1/2 1-5E 3 14 42 <I2 Y _— – B2 BIG BEAM 3 1/2 9 1/2 2.1E 1 6 b II J2 j 0 Q I �y, J� Accessories I 1 s� H1 ITHO 1 T 950-or-ITT9.5 - 5 .D D ! — Da =.r7�� ii a J2L_.._..............�.._ e R 1 R 1 .. - - • o o Z CONFORMS TO DESIGN CONCEPT • 1 -L ..-,�. ._,.Dri I_ _ �==5 F II R-' ❑ 1. i ® CONFORMS TO DESIGN CONCEPT WITH a IL LL J 1 K ' REVISIONS AS SHOWN ei n ❑ NON-CONFORMING-REVISE AND RESUBMIT -11 -- - - T THIS SHOP DRAWING HAS BEEN REVIENEO FOR GENERAL CONFORMANCE J1 or WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORiVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE J 1 ' --J-1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. J1 J1 By: Arnold R.WOOD Date:Oeoeeber S.2015 — as --, I -.t 1 CT ENGINEERING INC J 1 I --.I-1 ®CONFORMS TO DESIGN CONCEPT _ – idl – CROOORNMS NODSIGN CONCEPT WITH I .MTN-CONFORMING-REVISE a RESUBMIT ,-,;,,,,I -S L "2 E -2�iyN -S M1if J1 = i arx =c-=, -=-= �a pro"��i' I8y Alexia sP.Alexia Fukui _Dace 8/17115„ Il ._ MILBRANOT ARCHITECTS 52- '- w2 jjti JB tI JE31 J9 I - J ei J3 I_r [I J3 III='' Ii IMPORTANT./ REFERENCE INSTALLATION N. START START iGUIDE FOR ALL FRAMING I FRAMING FRAMING I DETAILS AND I-JOIST INFORMATION PORCH 1 HERE HERE 1 PORCH LEGEND: H--=HANGER GALLOUT Pacifidj11umber ® =SUPPORTING POST & TRUSS COMPANY ED =POST LOAD ABOVE ■ R =RIMBOARD 10515 5rN ALLEN BLVD BEAVERTON,OREGON 97005 (503)353-9663 LB =LVL BLOCKING PLAN DESCRIPTION/NUMBER: 34 13 ASP(NEW) JB =JOIST BLOCKING GU570MER: POLYGON J =JOIST GALLOUT PLAN DATED: 11/23/15 5 =BEAM(FLUSH W/JOIST) DESIGNER: KAMIL.HENDERSON DATE: 1 1/21/15 HDR =HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT 550=BEAM BY OTHERS SCALE: 1/4"= 1'-O" PL 1 — (MAIN) SHEET: 1 of 2 POLYGON 3413 BD(NEW) 14"OPEN WEB JOIST @ 19.2"O.C. PL15-399 UPPER 11/27/2015 MOVE JOISTS +/- 4" TO AVOID PLUMBING 4 o Products PIotID Length Product Plies Net Qty Q 4 9-08-00 START FRAMING HERE RM1 42-00-00 1"x 14"APA Rim Board 1 1 A—,1, RM1 34-00-00 1"x 141'APA Rim Board 1 1 �RM1� RM1 22-00-00 1"x 14"APA Rim Board 1 1 ® CONFORMS TO DESIGN CONCEPT _ Fr RM1 8-00-00 1"x 14"APA Rim Board 1 1 ❑ HVAC RUN h —a RM1 7-00-00 1"x 14"APA Rim Board 1 1 CONFORMS TO DESIGN CONCEPT WITH RM1 3-00-00 1"x 14"APA Rim Board 1 2 REVISIONS AS SHOWN BM5 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 BM4 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I g FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE BM16 13-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. o 0 o ' 0 0 21 0 0 0 to o LL o 0 o a O o o ;o BM6 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 3 L` L` " `� L` " LL I" LL L` "` BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 By: Arnold R. Solomon Date:December 3,2015 LL LL u. �` LL LL LL 1L O_ CT ENGINEERING INC ! 4 BK1 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 : CONFORMS TO DESIGN CONCEPT BK1 2-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ❑1,:iONFORNstS=SIGN CONCEPT WITH NONCONFORMING-REYISE&RESUBMIT BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 —° BM3 21-00-00 BBO1 1 1 Rv -0 -00 J BM1 15-00-00 5-1/2 X 14 BIG BEAM 1 1 Alexia Fukul Date 8/17/15 MIIBRANDT ARCHITECTS ����- - M1� � ��� _ A _ _ 11-05 3 -r-o--.---v-- 4--00-0y la T—ter I I _ M4` � 13, O ,i%-0$114i 0 ACCESSORIES QTY =m _. rc=c d= — _ =n= =o 0q B } IBKII I RM1 ® THO17140-2 44 X'..N. I © HUCQ1.81/11 5 HVAC RUN ix I j 1 1x14 OSB RIM FOR SHEAR BLOCKING 25' IHVAC ( — II m Ir I FLOOR LOADING I4-- BK1=BLOCKING 1 O O O O 0 ©,o 'O 5 1 RM1=RIM BOARD 4()DL LL LL LL LL 11 LL LLQ Et LL 2 E'] .i -- 15 DL ti LLi LL a I v v v !1 IRM1I LL o o LLL ;I REFER TO STRUCTURAL PLAN FOR ADDITIONAL 1W Fn II 1.1-1 POST TRANSFER BLOCKING m 2 m AND SHEAR BLOCKING REQUIREMENTS. SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. 113.1 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA K1 '�= �ir�*- i---I''''''''''-F---- 12,---- ■_-' -=-` I.'-- -A= =v=--p a JJ 03,61 vA-14 Iita1 --- 'A RM1 r_�r A, IBM6__ Eu B All"._ Q' 6-08-00 '4 °� I i�� Pacih' Lumber START FRAMING HERE ,III & TRUSS COMPANY DO NOT: Loosen, remove, cut or notch any part of the open web joist. JOIST WITH RIM SCALE: 1/4"=11-0"on 24"x36" SHEET SHEET 2 OF 2 Ci 'a co r- 4 ) Cr.) � rC'- -- m _ sm prr C.4 CA.) ---9 _,I-- )3 C. --< AJp= n � m m z DJ 0 0 < z 0 m CD - 7420 2' 0 0 N i3 z V1 o 0z -.). g g .1k al ,19 Ili ril o � ( it' 1111 0 _,. IJ2 EJ (6) 1.4i,J0 111 J3 `� G7 m N J4 = , C,) Cr) m - c�D 0 0 0 -1 0 u, z z z 15o a w Iv C.) MI14 __ .. J5 N C • TaCD 01 pc-i - CI IR IR I . 7 _ _ _ 7.)r_ ,4 _ JT 1,-81/26 f < ������ p m0 1: z-ZOOZDZCj OS J8 (2) iti Dm wmmcnzZ� G,C0m =,.; „�cncnm0- 1mr -..4-V3 tk / , � ,,,. omnmZ �Z0ZD41D�� pz • 1,17 7::,DZm0 „ - mOm0> C0-cr Ommi> ? cnZ oxx�DmD�D - P3 (4) - { + T— /n V OOOOp0-, , OO7CA man ��� , CC�O� poc „ mzz,7Jxx •■a , nm �mD2 . cr ADOnD0_ , JCJ5 �r - AJ r 213 O �z�o oQ9ZOH OCl)� i 1 <I • -i . c 71i mAk -^ �A ..iiii4 C.J3 AL ,- Ai w.. CJ2 1C1: Ct. or ..., ilyr I J1 f• w -` 1112 _ L. d 0 441' Egg fig g o o ° 111-61�" �" CONFORMS TO DESIGf J CONCEPT 7 CONFORMS TO DESIGN CONCEPT WITH �"' 3 51'-81 " REVISIONS AS SHOW - , - NON CONFORP1ING -ri.EVISE AND RESUBMIT X Cri -1 v=, ❑X CONFORMS TO DESIGN CONCEPT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE > CII 5 1--1 CONFORMS TO DESIGN CONCEPT WITH FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ZN REVISIONS NOTED DESIGN DRA6VINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY -C c0 NON-CONFORMING-REVISE&RESUBMIT Q, OVER THIS SHOP DRAWING. THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE By: Arnold R. Solomon Date: December 3, 2015 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE ENGINEERING I N C PRIORITY OVER THIS SHOP DRAWING. C T V 1 By Alexia Fukui Date 8/12/15 MILBRANDT ARCHITECTS