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Plans (26) ' T zor 1 -2,2611 5 w A v' .‘'' i -- -1 , LEGEND: + __ ______ I-- r Ss SANITARY SEWER Pac i lie, ---------. ---------------- -- --- /-__.___..__._........j........,._.;;;.,___::. -- -'� JE -; — — - SD - STORM DRAIN Community ,\ Des i 2-11 269'9 W WATER LINE 12564 SW Main Street 7-- 7 --------17-7: —27-5—.6 O • MANHOLE Tigard,OR 97223 �i ' �C �T — - 275.6 _ -"- —___-----T-----------------" N CATCH BASIN (TJ 503 941-9484 DATE: 04/04/2017 � -- STREET LIGHT / ,�, ` REVISIONS O 1� ...... it ____N, STRAW WATTLE PERIMETER NO. DATE DESCRIPTION / N •I EROSION CONTROL f / N STREET SECTION, SEE -----\ \ \ 1 1 ! ;� 37.311'1I 1 0 CONSTRUCTION DOCUMENTS / , / it.' N 4481' '''' ,/ / 1 N RECEIVED /1/ /// l I _ ► 1 /.....//// � ! r--- = - ��� 1\r-`t SETBACK SUMMARY APR 3 2017 i' / I CITY OF TIGARD / -- ,_,___9.,;471' __9.41' -- - I _ _�-a 11..—-\ �, FRONT SETBACK: 12' 3UILDING DIVISION /l/r_ -- I,: I, 1 --- -- ( I r` , SIDE SETBACK: 5' /.// I ---I ! ' i ' T;r -t- `, 't STREET SIDE SETBACK: 10' N + L 1 -' I REAR SETBACK: 15' 4.00 1 34 t , t ' + f +'- ti , PORCH SETBACK: 8' E //// t 6,199 SF1 1Lo + l f _ , X35 ' GARAGE SETBACK: 20' .. + + ! BUILDING: 5DR ' , ,I I 1 l / / + FF = 276.8 t ' , 1 + �; f , o \ I r i Q I 1 I. 1t j t I , I, \ _ii?2 : M 11�` t LOT COVERAGE: + 1 GARAGE I + O -7f l + }1 I IV-Th\—• _ ,„ ,+ k i �r` LOT AREA: 6,199 SF = I f I 1 \II 1 I E ` ‘ _____ RIVER 0) `- _�+ fi/ - --- � -- r 6.00'4'',t ---- — BUILDING FOOTPRINT: 1,826 SF/ ---)---- PORCH -- ,a _ /_ TERRACE 1 - f ' j�' -- I ( -`"� PUE y 1 . , �, ! COVERED PORCH: 54 SF NORTHWEST J / \ � 9.02' 20.13' tet-_ ,�� ` o \_�Lr) ' 271.0 '_ f` _ 17.56' _ _ — -�____- CANTILEVER LIVING SPACE: 12 SF illi "I' ' COVERED PATIO: 152 SF rr3 c! �'' L 'll' ' ' a, x +��o. r 275.5 I o AV.------I _63.9' J' co 1111/1111 o ��--�'� DECK AREA: 0 SF co --- ' 1 •_ c -� LOT 34 ,� -r N r�_Vilie,- 'fa TOTAL COVERAGE: 2,044 SF M Ss WATER METER --iii SIDEWALK PLOT PLAN .� IPPIPP-,�-1 S �`''1 32.00' 33.0 % STORM LATERAL � I PLANT (2) STREET TREE: 2" —� ,SANITARY LATERAL SW AUBERGINE TERRACE CAL. SKYCOLE HONEYLOCUST/ , 1�� IMPERVIOUS AREA: 2,541 SF SD GLEDITSIA TRIACANTHOS > SDI---- SD INERMIS `15 7.---------- o �.. ----- ,,:.„,, "W\ \,r6000...0/0,,-iggit - ;_____----:- ---; AO CITY OF TIGARD ....--0-01*.P � s��` - Ate._,_ �' 4 � Approved byPlanning pP � 3 0 RIVER TERRACE NORTHWEST (503) 221 -1920 Date: '-� i1 PROJECT NO.: 395-037 0 O. 2 S 1 Ws - TYPE: CONSTRUCTION Initials: Ali - SCALE REVIEWED BY: PRE LOT 34 (R-12, STANDARD) ,o 20 M RIVER TERRACE NORTHWEST O 1 INCH=20 FEET 13297 SW AUBERGINE TERRACE 6X6 6X6 - _ _ __X12 H_ _ RECEIVED APR 3 2017 CITY OF TIGARD BUILDING DIVISION W U C O cc CD N N LL O I- O < 9•15% STHD14 2x LEDGER / 8\C \S1.2/ F4 pR_4(----MST37 317 M S T37 MST37\ T^-P (1) ! i i rI ON MAIN FLOOR SHEAR PLAN & Plan 5 TOP FLOOR FRAMING PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PATIO WIDTH VARIES PER LOT I- H P q 16 D2 0 w w CO B i A8 Patio , 19'-53/4" 40'-0" > 11'-93/4" 8'-103/4" 6'-4" SL I 4-0 4-6 SH 6-0 8-7;1;---49 r_ 1 I 1 18 DOOR SLIDE L__� II H 0 I ��_^- Plan 5, ' MAIN FLOOR PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PATIO WIDTH VARIES PER LOT 3/4�� 83/4;, 6x6 PT POT 1 1 ,4 PNT POST co r 1Ot 00♦ r--� I THICKENED SLAB 16 EDGE D2 a- w w 40'-0" 6'A" 4,-0" 3" 14'-53/4" / I cn —1,-3,r� T.O.S. —0'-7%2" 31k" CONC. SLAB T.O.S. o \/—STHD14%7I P4 STHD14 \Z---• • • 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. PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM`" L=r,go WI=rCM�i'VIreW/YWNGK °�,�.""� °rt i Quafity engineered wood products for todov's builder- °t"°"". ° apg 'II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. SOLID BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber (/^w��, mE�� ©�/■� ,[/�1 R cuing was �� P0575 FROM ABOVE RIVIDL. ■■V■ LVL RI1�RIDRIMv ".:, 441 roBEARINc BE orv. Company,which retains copyrights to,and ownership of the plans.Use of[nese plans by any other INSTALL BQVACN BLOCKSproduct supplier other than Pacific Lumber Company is strictlyprohibited.Unauthorized use or 'I�I ' �wxc e.� _--- -------- ,III PER DETAIL Id.NATGH PP- P yROSERORO FOREST PRO000 7S ROSEBURG FOREST PRODUCTS BEi,tSEAOFBLOGKS copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include �i-NC `� / Beton TO POST ABore. penalties of up to 520,000 per work infringed,and 5100.000 per work infringed willfully. i ,� �//14: 46PINtr,RFPI-Joisi �I ROSESURC.FOREST PRODUCTS ��.n," CONTRACTOR NOTES: DESIGN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM INAS " ,,g r=•���� MAIN FLOOR 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR V�w FIF":77 p�°°u`-'"`" SCALE: 1/4"= 1'-0" (UNLESS NOTED OTHERN ISE) EXCEED THE LIVE LORD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI'BLOCKING.PANELS/NTH BEARING NALL ABOVE POST LOAD TRANSFER DETAILOF L/480 (UNLESS NOTED OTHERN115E) N.T.S. N.T.S. 4)USE CAUTION"HEN CUTTING FOR PLUMBING FLOOR LOADING: 5)PROVIDE PROPER SUPPORT AT ALL psf LIVE OD 12 L SHEARNIALLS 1 psf DEAD LOAD SLEEPING AREAS: THI5I5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all II I FRAMING FRAMING I I shear wall blocking placement and connectors ROOPLOADING: I I I °urchaser responsible for approving this 25psf LIVE LOAD !PATIO i /HERE HERE\ PATIO' ayout prior to any construction. 1 Tpsf DEAD LOAD 11I f I R.1 \ R 1 , I "— �. J5 31 ' "I ® CONFORMS TO DESIGN CONCEPT -1,-", Jr' R 1 51 — — - • -4__ = 0 CONFORMS TO DESIGN CONCEPT WITH ' REVISIONS AS SHOWN ilr d-1 - �> —,- i_____ • El NON-CONFORMING-REVISE AND RESUBMIT J5 :I-1. THIS SHOP DRAWING HAS BEEN AEVIEIYED FOR GENERAL CONFORMANCE k:+ I e:� i;.. WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE J5 J4 �1 '! " — -= FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE i J 51 •t. ,. I. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ...IS I J4 - "• 34 � — OVER THIS SHOP DRAWING. J 1 ____, _____62__ ____1__ a - 2 — — —` JE�1 By: Arnold R.Solomon Date:May 11,2016 51 JS I �� II R1 CT ENGINEERING INC .• III di-- 31 III d5 - ______i__ .i: _ II �4 � I 35 X❑CONFORMS TO DESIGN CONCEPT J5 -11 J 1 j J5 CONFORMS TO DESIGN CONCEPT WITH fl �—, REVISIONS NOTED J5-1.1 5 - --- T JD I ` I v - - I I- �; I I NON-CONFORMING-REVISE&RESUBMIT Tc �. O O JS THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE _ _ WITH DESIGN CONCEPT ONLY AND DOES NOT REUEVE THE _ -- r� - - _ ! 51 -� _ _ F- FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN `-" -" 1YQ`-" � "```- JT n N K 1 - - T- - DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE J1 a a J 1 c ===. .r tr - .. -- ---_--------------_-- PRIDRITYOVERTHISSHOPDRAWING. R 1 0 ® By Jeremy Pfarr Date 5/11/16 ----- ° ° _ .;.-- — `— MILBRANDT ARCHITECTS 1 S J2 - IL uE J2 p' It It J2 cv c i - i 3 ,_ 55 J2 R 1 R1_. J2 'I.- II 6 6 IBJ t - J2 — J2 i• 1 - l- - �F- 32 J2 II! ri_. . 42--.1. _ ^il I J2 d-2- t' J2 J2 11 0 - i' 1 I I- Jt I 31 ii` I I 1 J2 ..,,42I I PORCH rz 1 1 R 1 I PORCH � /MPORTANT-I I r I I REFERENCE INSTALLATION L I I J GUIDE FOR ALL FRAMING PL 1 5-5 3(MAIN) PETALS ANP I-JOIST INFORMATION POLYGON 5P FRONT TO BACK Mrk u I Material rRldth Depth Qty Cut Lth I Tot Lth iiii B1 RlgiciLam LVL 1 3/4 9 1/2 _tirade5E 2 16 32 �L\EGEND: 52 RigidLam LVL 1 3/4 9 1/2 1.5E 2 14 25 C N}—=HANGER CAI-LOUT 53 OSB Rim LVL 1 3/4 9 1/2 1.5E 2 12 24 Pamfi er V R1 OSB Rim 1 9 1/2 11 16 116 ® =SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 12 12 144 J2 RFPI-20 1 3/4 9 1/2 13 20 260 & TRUSS COMPANY' ED =POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 J4 RFPI-20 1 3/4 9 1/2 3 14 42 R =RIMBOARD J5 RFPI-20 1 3/4 9 1/2 12 30 360 10515 SPIV ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9563 LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 1 10 10 JT RFPI-20 1 3/4 9 1/2 1 26 26 PLAN DESCRIPTION/NUMBER: 5D FRONT TO BACK JB =JOIST BLOCKING JB1 BLKG RFPI-20 1 3/4 9 1/2 25 3 15CUSTOMER: POLYGON J =JOIST GALLOUT JB2 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 6 3 18 - PLAN DATED: 11/24/14 B =BEAM(FLUSH w/JOIST) Accessories DESIGNER: KAM/L.I-IENOERSON DATE: 2/1 6/1 5 HON =HEADER(BEAM BELONI JOIST) H1 1THO1 T950-or-ITT9.5 4 5150=BEAM BY OTHERS — 3 (MAIN) SHEET: 1 of 1 POLYGON 5D PL14-92 UP 7/29/2014 14"OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > Products PIotID Length Product Plies Net Qty RM1 RM1 48-00-00 1"x 14"APA Rim Board 1 1 M3 I @I8‹. IRM1 40-00-00 1"x 14"APA Rim Board 1 1 �'� RM1 38-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 2 RM1 8-00-00 1"x 14"APA Rim Board 1 1 RM1 4-00-00 1"x 14"APA Rim Board 1 2 im RM1 2-00-00 1"x 14"APA Rim Board 1 2 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 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM1 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 2 p O BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 : =_-g:__- z*"� – IBM3�– ® `– --•_- INBM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 e INEEK p p _ BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 m BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1111111.111.111111RM11 I — [ 11 BM8 8-00-00 1.5 Ri idLam LVL 1-3/4 x 14 1 1 o F r ---7-1m. =..---w– .10.0:, -----,.;• -I BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 it I _ i BM12 17-00-00 3-1/2 X 14 BIG BEAM 1 1 m ! P I BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 3 ' BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 re t II- BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 K1 r51 t.i 4 BM 11 4-00-00 BBO2 1 1 vi 4113 DC. is= _-_ = = ._ _ _! = FLOOR LOADING I BK1=BLOCKING I'PPI II I RM1=RIM BOARD 15 DL ,, ,, H ACCESSORIES QTY II Q TH017140-2 26 I HH © ITT14 3 • 1 X 14 OSB RIM FOR SHEAR BLOCKING 22' �:, © HGUS412 1 N_ m m I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I I I REFER TO STRUCTURAL PLAN FOR ADDITIONAL Q i POST TRANSFER BLOCKING BKl I s 6-0 �`+ , i A AND SHEAR BLOCKING REQUIREMENTS. __"� =tea �I--� — II „?D _A K1)1=_ Vui --- K1 6-0_-04rg --- __ _ _ $,__I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY, n— —�--�_ LL—_ ..,:-A �a¢=..__JJ (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA( IBM51 IRM1f IRM1J I I I— ❑ CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT WITH JOIST WITH RIM REVISIONS AS SHOWN Ig CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT (24x36 SHEET) SCALE: 1/4” = 1'-0" ❑CONFORMSTODESIGN CONCEPT WITH REVISIONS NOTEo THIS SHOP C A'W'ING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 0 NON-CONFORMING REY6E6RESU6MIT RITE THE DESIGN CONCEPT ONLY AND DOES EDT RELIEVE THE !� DESIGN WINGSVENDOR OF RSPECIFICATIONSSPONMIL ALLFOA CWHICH CE WITH THE Paoli '.umber DESIGN ERDEIIGN AND SPECIFICATIONS ALL OF 11HIDE EAVE PRIORITY ( ,R ,x,, , OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. By Ale.Fukui Dae 9/22/54 By: Too R.Eaten Date:September 19.2014 & TRUSS A' COMPANY MILBRANDT ARCHITECTS CT ENGINEERING INC