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Plans (118) to 7- 7/0 j73 .S 7 h '� LEGEND: 2so.1 282.5 ss SANITARY SEWER Pacific �� �za — Community 0 284_ 6 _ zs2_......�, — __ cD STORM DRAIN 1 — co 1 �' Design 0 — WATER LINE 12564 SW Main Sheet 1MANHOLE Tigard,OR 97223 1 16.94' II [1]503-941-9484 II `24 94'— CATCH BASIN DATE: 10/03/2016 •co__ 11 —`�, — I L- - 0-0 STREET LIGHT REVISIONS 1' I Fo---- STRAW WATTLE PERIMETER No. DATE DESCRIPTION - 1 �t i EROSION CONTROL 1 1 i STREET SECTION, SEE /it 1 ~ 110 i © CONSTRUCTION DOCUMENTS 4.00' ' 1" 4,320 SF Hs 4.00, I 0 ' BUILDING: 5AR 1 109 I FF= 282.7 I g 111SETBACK SUMMARY Id 1 1 FRONT SETBACK: 12' 1111 Ii co I I i N SIDE SETBACK: 5' / I N N STREET SIDE SETBACK: 10' Ii I GARAGE I ' REAR SETBACK: 15' 1 lom t, PORCH SETBACK: 8' o GARAGE SETBACK: 20 II/0 I PORCH H 11 H1r "--_-- I o 11 — — I I ' 6.00'- 0 1 1 L �1 N 18.01' _ I 20.05' ,----r- -- PUE /It — i 1 — — 15.24'— — 41 — — _._1 281.3 278.9 I LOT COVERAGE: 4 ,_ _ _ — \ �.,� � _ I' \ LOT AREA: 4,320 SF �� df 1 ��° I' RIVER = o SIDEWALK l .,_ j -.rL. i. - BUILDING FOOTPRINT: 1,814 SF x � A''' t`f TERRACE 3 i SANITARY LATERAL WATER METER -0 >S __l-,--;i" SS -.. SS "'mm__ ' SS COVERED PORCH: 52 SF PLANT (1)STREET / NORTHWEST STORM LATERAL R p 28I .00' TREE: 2" CAL. �+ CANTILEVER LIVING SPACE: 40 SF id co SD SD I 5 r ` KATSURA TREE/ u \a r' CERCIDIPHYLLUM , ` .., COVERED PATIO: 170 SF 0. \ SW AMELIA STREET — �� �ApoNu A N ,/A \ 1, DECK AREA: 0 SF �� i� �/ TOTAL COVERAGE: 2,076 SF PLOT PLAN _` 1 t N �" — 48.1 % '� -_REVISIONril 7,—/ - - - - IMPERVIOUS AREA: 2,653 SF F._ O E: U_ &.:k p of Tigard " ; roved Plans f .c-`_ Date31elJ(t,ORIVER TERRACE NORTHWEST (503) 221 -1920 CITY�` OF TIGARD PROJECT NO.: 395-037 2S1W6 ' TYPE: CONSTRUCTION Approv by Plannin SCALE REVIEWED BY: PRE CO LOT 110 (R-7, STANDARD) Date: 771..- -, 10 ' 1D 0 co RIVER TERRACE NORTHWEST ! �' Initials: 17363 SW AMELIA STREET 11' , INCH=20 FEET Z 6X6 6X6 r-- j__41 6x12 HDR w U 11) In O 10 I N N LI- O O Q /4\ 9 2x LEDGER / 8\/ F4 ) I STHD14 MST37 MS-317 MST37 \S1.2/�_ N. __,3406317 ____ _orii_M_Sj_,T3 .. ,_. ,_, lan 5 MAIN FLOOR SHEAR PLAN & P PTOP FLOOR FRAMING PLAN 1/4" = 1' o" ENGLISH REVIVAL- Optional Roof at Patio PATIO WIDTH VARIES PER LOT r-ji A • 16 q D2 . wa w 0 lin B i A8 PatioCo 19'-53/4" E 4 40'-0" f > 11'-93/4„ 8'-103/4„ ,. I 6-4 -0 SL 4-0 4-6 SH 6-0 8-0 SGD r__ _ J___, � 1 18-<- DOOR SLIDE 1 '— I I 1�� �I I -r-o-dV I o c----, Plan 5 MAIN FLOOR PLAN 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio / PATIO WIDTH VARIES PER LOT 8 3/4 / 3/48 " 6x6 PT IT ;6— PST POST --� THICKENED16 1 l on♦ SLAB D2 L_-- EDGE Eo 40'-0" o i 4'-o" " 14'-53/4,. i ii '' T.0.S. -0'-71/2"I - 3x. CONC. SLAB T.O.S. o STH D1� -I P4 ;" \4)r /7- STHD14 '\,7 . • 111 / , • • e,,,, 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. /ZS-r,20/c. 4Q-s-is` LEGEND: °I.. 280.1 282.5 gPacific Sc,_._........"...._ SANITARY SEWER . k .`r ` '�Id :. . �� .c ,��.s284 286 ., ff:€ ��� ...,::cd �i s t-�3 �. �rII�I,I7Gla6 .,�.�c� CO11111111111ty — —280 282 -- _ _ _ .,c STORM DRAIN 1 Design 1 --- WATER LINE N 12564 SW Main Street — —I �E MANHOLE Tigard,oR 97223 II 2 94 [T]503-941-9484 CATCH BASIN N I. DATE: 70/03/2016 STREET LIGHT III I I I # REVISIONS STRAW WATTLE PERIMETER NO. DATE DESCRIPTION r fi_ EROSION CONTROL ____ ' JSTREET SECTION, SEE 1 1 Lfun [ r- � 11 110 CONSTRUCTION DOCUMENTS ei 4.00' --IF 1`� 4,320 SF I j--- 4.00' 1BUILDING: 5AR 109 0 1 I FF= 282.7 1 11 SETBACK SUMMARY 1 FRONT SETBACK: 12' , 1 1co( 1 SIDE SETBACK: 5' i II I N GARAGE 1 I iSTREET SIDE SETBACK: 10' 1 1 I , REAR SETBACK: 15 1 fi 1 f, PORCH SETBACK: 8' 1 GARAGE SETBACK: 20' E _ I a —L _j r I: �__�PORCH� 1 I '- —I ----- L 1 11' i 6.00'_ o ; 18.01'— -15.24'— 20.05' I '. ° PUE o L� 27&9 I — 281.3 LOT COVERAGE: c MN ' 01 �.....� \co AN ' IA 1, LOT AREA: 4,320 SF cs, o I! SIDEWALK �, . RIVER , ' "��~�� f BUILDING FOOTPRINT: 1,814 SF 3 ' SANITARY LATERAL N H A , ,11, TERRACE WATER METER c3 45 SS SS f / 55 COVERED PORCH: 52 SF STORM LATERAL / PLANT (1) STREET 6 NORTHWEST p 28.00' TREE: 2" CAL. CANTILEVER LIVING SPACE: 40 SF • SD SD Sit KATSURA TREE/ o y % "" " ��co c'� CERCID?PHYLLUM , ji:\ COVERED PATIO: 0 SF co w : — SW AMELIA STREET JAPONICA -`'\ n. cs, e DECK AREA: 0 SF � E 1 1 LOT 110 o o i � (1� TOTAL COVERAGE: 1,906 SF } , , a - � PLAN / _ Ar �_ — — — 44.1 % ° �_ —Y IMPERVIOUS AREA: 2,686 SF I I —' I i (— —, — ET '5 E .5 U 0 h •m RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARD63> 2 a 2S1C „6 Approved by Planning PROJECT NO.: 395-037 W6 TYPE: CONSTRUCTION N. co LOT 110 (R-7, STANDARD) Date: ' 3 tp S OLE 20 REVIEWED BY: PRE 1. '2 La "'cr- RIVER TERRACE NORTHWEST Initials: 0 Q 17363 SW AMELIA STREET INCH=2°FEET Z °� " :Mcu `""� PACIFIC LUMBER COPYRIGHT 2015 ROSEBURG FRAMING SYSTEM— -n i These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2015. quality engineered wood products for today's builder" "aau,.:,. a,.,"e,.w,. ,II� '"""'"°"' souv BLOCK ALL rs, ij� eosrs LOC neons The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber w.�«,.,x.,. , ;777;. i«Osco%. Company,which retains copyrights to.and ownership of the plans.use of these plans by any other RIGID LAM-LV L RI GI DRI M" Mrc,�w-. vsrnusouns«eLoccs p y y prohibited.Unauthorized use or .'C i -,rati• IN T vernIL,a.„nrc« product supplier other than Pacific Lumber the an is strict) WSFS/M0 FOREST PRODUCTS AOSEBUIIAspaFar grog✓on \C ' ---------`` I BEARING AREA or BLOCKS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work infringed.and$100,000 per work infringed willfullg �IIM!., BELON TO POST�� RFPI-JOIST :r �'� ! 0 ' ROSBUIRD FOREST PRODUCTS � ""'"'°° CONTRACTOR NOTES: DES/GN NOTES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS roe^ wF'��w " 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR "°"" MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPi BLockMG PANELS WRH BEARING WALL ABOVE POST LOAD TRANSFER DETAIL SCALE: 1/4"- 1'-O' 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA N.rs. Kra (UNLESS NOTED OTHERWISE) OF L/430 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/NG: 5)PROVIDE PROPER SUPPORT AT ALL 40psf VDOD DEA SHEARWALLS 1 2psf DD LOAD START START TH/5/5 A PLACEMENT PLAN ONLY. SLEEPING AS: 32sf sf LOADDV FRAMING FRAMING This layout is to be used in conjunction with 1 psf DEAAD LOAD Architectural/Structural I HERE HERE I I hearwa l blocking placement and connectors ROOF LOADING: )PATIO / I Purchaser responsible for approving this 25psf LIVE LOAD I PATIO' agout prior to any construction. 1/psf DEAD LOAD J'r J1 �' a - J1 --_= .F POLYGON SA PL14-89 UP 14"OPEN WEB JOIST @ 19.2" O.C. 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR,yTO INSTALLING JOISTS `r Q START FRAMING HERE > Products RM1 PlotID Length Product Plies Net Qty 1 1 RM1 47-00-00 1"x 14"APA Rim Board 1 1 RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 39-00-00 1"x 14"APA Rim Board 1 1 RM1 21-00-00 1"x 14"APA Rim Board 1 1 • RM1 12-00-00 1"x 14"APA Rim Board 1 1 RM1 8-00-00 1"x 14"APA Rim Board 1 2 RM1 4-00-00 1"x 14"APA Rim Board 1 3 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 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 Co p BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 3MZ 1f z...Aia BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 = "" BM, ® BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 p®i ,t _ BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 X11 ` BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 big . `:i.w...,m;-T-r;EMe ;;=_ m. __ -=-r BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 tl , �� BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2 �� '0°I 8 BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 m BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 1.1 1 p 4 BM11 4-00-00 BBO2 1 1 _—a�-�; icil II.,� ..___IBM5' _ ini 42: FLOOR OADIN —_'- • __ �� - BK1-BLOCKING � M :�13 1t/0 � �_•— `� " _�— --:4 RM1-RIM BOARD 40 LL iijACCESSORIES QTY 0 TH017140-2 16 111 1 © ITT 14 3 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' _ I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN s .I REFER TO STRUCTURAL PLAN FOR ADDITIONAL 1.7 POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. V, I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I �_ RM1 �a_& (fiK1 'm 'FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA' 12 -o=xs� o=ar{ �__ t_-IZ,Mr €- _ _ gICCJ to RM1T a —�T�t ate— 112M 11 i_� _a__la �_� T JOIST WITH RIM Pacifi umber (24x36 SHEET) SCALE: 1/4" = 1'-0" & TRUSS COMPANY