Loading...
Plans (105) /45Tf-oIC-- Oo6-sS`- rJ L. or /O ( , j7L(3 7 S_ ) Ad Ic-/i� I° —° i _J i - LEGEND: :•: :.• ••• : : • : ' _ _ _ I __ ••• 6,1.: • . , Pacific 274.5 SS SANItAiYEW;R ; : ••• ,, 278.280 SD STORM DRAIN community 272.2 ` z74�276- DesiLm ...- —- w - WATER,LINE 36,2 •• ••• •• dd, •• •••,12564 SW Main Street ..r•++7'�' l'" MANHOLE • • • •• • • • • Tigard,OR 97223 1' _ CATCF18ASfft� •• �•• .:. _,.._....�---- [T]503-941-9484 DATE: 10/03/2016 17.14' -- I _ ---[ — — J STREET LIGHT _ .Y REVISIONS 24,66' I �° °, I CCDCxCD STRAW etiATftE PfRjM��F,R;•• :0, NO. DATE DESCRIPTION — fREV IS I°N __---- '1 le -�r- ---, I i i EROSION;CONTRO�•• :•; : ; °-i 1 I \-ri i � 1 STREET SECTION, SfE • • • •� iL� I CONSTRUCTION DOCUMENTS I I 1 I ii L"I 1 I i _ .e area.mmiimw .m„ nmm�mnnl.r .:_. I 1 7 -► ; 5.55' ie , 106 i SETBACK SUMMARY 1 5.45' i 1 I �- 4,357 SF i Em I ' m ,107 FRONT SETBACK: 12' CI Tigard BUILDING: 3B I 9 ; FF= 273.6 i . SIDE SETBACK: 5' Approved Plans 105 1 , I I , STREET SEAO i.e 7411-6 By : 8' II I GARAGE i • GARAGE SETBACK: 20 Co I i , 1 i + ; L— L rtI. + `r—! iii ''• a, „,...” o i -�- --- 6.00' d ---J� —--_J I• I- PORCH �,'i I ' • --,1 PUE MA N 1 � .0 - -17.71'_ - i OFFICE COPY _-J IS — 20.00' _ — — - LOT COVERAGE: -i-- 1 --------- - ,..... c� 270.6 1 _ — � _ _ y csi - — 1 — v xr I 22�T-__ 273 0 LOT AREA. 4,357SF 1 5RIVER fi� _ FOOTPRINT:L. 1116 I N _ __"" -- BUILDING FO : 1,569 SF 1 TERRACE _,._____ --�--�`"_ f ....�.<< _ I ]SIDEWALK � 0 1 r_____- S "WATER METER ' COVERED PORCH: 161 SF NORTHWEST __ ___155`; , o -. SANITARY LATERAL , - PLANT (1) STREET CANTILEVER LIVING SPACE: 20 SF - - -- \:/1-" ::: B TREE: 2" CAL. 50 �� KATSURA TREE/ COVERED PATIO: 152 SF STORM LATERAL 28.00____- 5 1 , �_ ` CERCIDIPHYLLUM 17 D - -- 1� `' �' _ DECK AREA: 0 SF E - - JAPONICA _ ',,_ STREET , _�- , Q 1 ___ _� TOTAL COVERAGE: 1,902 SF LOT 106 AMELIA SW PLOT PLAN _ - �' — o �� — 43.7 % o i 3 ----f--- _ '�...... � ' — - IMPERVIOUS AREA: 2,499 SF _ �; Reda --- ET_ - _ — — � I -r — I1 s.._.. _._.._.._........_ ,<, g71 RIVER TERRACE NORTHWEST (503) 221 -1920 �� TIGARD 6 0.. 0 Approved 2S1 W6 Approved '_y Planning PROJECT NO 395-037 M _ REVIEWED BY: CONSTRUCTIONRE LOT 106 (R-7, STANDARD) Date: . 3122 �� S10 20 cn "' RIVER TERRACE NORTHWEST Initials 0 17437 SW AMELIA STREET 1INCH=20 FEET Z I 6X6 6X6 ` L_ ___ __ 6x12 HDR _L-_ _ _ _ __,(,) _ wv v)cno D CCN c . O I— bi O < o cc 137" (2)TRIM 2 3/4" /4 \ / 4\ EP4 /8\STUDS , S9.0 74� S1 2P39.0/ 1.2/ ` E.A. END ' : �' HDU- HDL4 HDU4 I _ _77- , — 4X10 HSR ------------7-7-11-470 >� - - -- __ 0 HDR �O 1 - -- 1 3 4X1 D HDR �%��� II )1 TYP. A- ADJACENT ' �� I� �1 1 WINDOWS '1 2X6 KING MAIN LEVEL SHEARWALLS Plan 3 . UPPER LEVEL FLOOR FRAMING 1/4" = 1'-0" ENGLISH REVIVAL- Optional Roof at Patio PATIO WIDTH VARIES PER LOT r • P . . B w A8 Patio lo 37'-0" co 1 I -coi w i ..13'-0 .: 5'-O, E • > 6'-1.,; 9'-53/4' -i--N-T-6%4" 4'-51 4_ 1. /2 I P 7-0 5=0 i XO.X SL I 3-0 -0 S 1 -�. --L•—I I -��5-0 F O P 12 Plan 3 MAIN LEVEL PLAN 1/4" = V-0" ENGLISH REVIVAL- Optional Roof at Patio 37'-0" 6x6 PT ;34 PATIO WIDTH VARIES PER LOT 3/" 19'-0" POST 6x6 PT POST IL _ I THICKENED 16 SLAB EDGE --� D2 EL w w 0 10 `° I 31" CONC. SLAB 5'-0" o E H- — z •••. - • wa o • • •WO — • war. 0 IN • T.O.S. z NI P3 0' w4, i o HDU4 CP • • •}.••�"° 1/ • +--J -21/4 -113/4" Plan .. .. w FOUNDATION PLA•I ••• • • •• 1/4" = l'-0" ENGLISH REVIVAL- Optional Roof at Patio ••. • . PROJECT NAME: River Terrace ARCH. JOB NO.: 1503 BULLETIN DATE: 03-21-16 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. r 7—, // 003. 1 f' _..°.:-.. r I — I.................. J — — — LEGEND: /'�' �/ �� I - — 274.5 SANITARY SEWER Pacific � � i 27s 2s0�� ��'�� ` c STORM DRAIN Community . _s. --- i�6- Design -- 272.2 _ 274 WATER LINE - - � � p �'" 36.2' � 12564 SW Main Street a�� �1� 4.1" � MANHOLE Tigard,OR 97223 �� .,1' �� [T]503-941-9484 �� I CATCH BASIN 1 , -�' DATE: 10/03/2016 �% — I _ -1 — STREET LIGHT REVISIONS it: ----- - 24.66' I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION - �� ��\ EROSION CONTROL — I STREET SECTION, SEE 1 r I ; i © CONSTRUCTION DOCUMENTS 1 I 1 ' -1 ' 1 ' 5.55' I ' 106 ' ' 1 1 i i` SETBACK SUMMARY 5.45' �r 1 f 4,357 SF 107• FRONT SETBACK: 12' BUILDING: 3B 9� t. �. I SIDE SETBACK: 5' 1 i FF = 273.6 I� , 105 / I I ' STREET SIDE SETBACK: 10' 1 ' i N REAR SETBACK: 15' N i I; N i I } PORCH SETBACK: 8' ,, Y I/ I GARAGE I I I GARAGE SETBACK 20 N I I I I V 1 'V I — ] __. ci I 1 _ — -r ii o ,..1 1 - -�----k' PORCH �i '� ' 6.00' — N 1 I PUE o J�r i; 17.71'_ --L S' -- — 20.00' --- — LOT COVERAGE: 1 = -10.64' �� v 270.6 1 \ _ - C(.1 :17-- — $ , i' = 22-7�-- ` 273 0 � C� �� LOT AREA. 4,357 SF - 1 5.TRIVER _ BUILDING FOOTPRINT: 1,569 SF u, ," �, li TERRACE RRA --7-----::',,--- SIDEWALK •iio ' M l " COVERED PORCH: 161 SF NORTHWEST o ,_ - 1 ___\,,,,___ _- _ S5 !I_ L_.____ Iss WATER METER 1 o -Ti SANITARY LATERAL ` - PLANT (1) STREET CANTILEVER LIVING SPACE: 20 SF co —77 1' , B TREE: 2" CAL. s o COVERED PATIO: 0 SF a STORM LATERAL 28.00' ________ s► - KATSURA TREE/ . . .� M �} -- - 11 `-A CERCIDIPHYLLUM ` p--- D `' DECK AREA 0 SF 7 ro w�c JAPONICA LOT 106 o _ TREET i'. �( " N TOTAL COVERAGE: 1,750 SF ,, 'V - `- SW AME,_.. 5 �s PLOT PLAN co "' r �y v, _ __—.1-1.-1-' _... - 40.2 % i _ =-� 4, _'� _ 1__ —.__ ______.--- ___.— --- IMPERVIOUS AREA: 2,472 SF o 1 , /, ci --�--- �I 15 d _ � � � �� — _� - _ t .5 \:____ / '. _ - - -, I - --q C,�... "'t ARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 n q� -� : 0,..,t_2' ::.{i 4 i I d r PROJECT NO.: 395-037 C � g CO 4-,,. ....-`. \\\v-\\\\p 2S 1 W� SCALE REVIEWED BY. CONSTRUCTION RE LOT 106 (R-7, STANDARD) ';"'Mals: '° ° 0 RIVER TERRACE NORTHWEST 17437 SW AMELIA STREET 1INCH=20 FEET Z • W PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM' ' W -�_•• quality engineered wood products for today's builder -a`B9J�"° ,I� ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. , A t 1�+ A w"+.w•, SOLID BLOCK ALL The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM ��L. RI V�DRI IYI .xD.+c•+ IUse oftheseplans byanyother �, ,I rows mor ABOVE Company.>.�..«.ia.. ro sEAe�xs BE�on p y.which retains copyrights Co,and ownership of the plans. l r l R.a�,�,",,. , wsrAu souAs, -c'c<s product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or aoaeaue ,oeur eeooven 1FaYa G ft ensTPPo ,see ".... _ __ reR DerAi�ie.H.rcx copying of theseplans,infringes rights under the Copyright Act.Infringes face liabilities that include ---- BEARING.POST ABOVE. na 9 9 99 'I,/, -`� / BELOW ro POST nnovE. penalties of up to 520,000 per work infringed.and s 100,000 per work Infringed willfully. ii �IIMR PI JO sT �, !1,----1,1111-' III CONTRACTOR NOTES: PE5/6N NOTES: >a..xx.<.. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .,.unx. .�.r"..�� 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR T v.w Via.-,x��.,x,,..�, �w��.• -�� .,x-. (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA ?FPI BLOCKING PANELS WITH BEARING/NALL ABOVE POST LOAD TRANSFER DETAILOFL/450 (UNLESS NOTED OTHERWISE) 11r.5. N.T.S. 4)USE FOR PLUTION NGHEN CUTTING FLOOR LOAD/N6s 5)PROVIDE PROPER SUPPORT AT ALL psf VOD 12 D SHEARWALLS 1 psf DEA D LOAD START START TN/515APLACEMENTPLAN ONLY 5LEE1./N6AREA5: 30psf LIVE LOAD FRAMING I This layout is to be used in conjunction with 12psf DEAD LOAD I FRAMING RHERE I I Architectural/Structural plans.Verify all PATIO PATIO shear wall blocking placement and connectors. ROOFLOAD/N6: I Purchaser responsible for approving this 25psf LIVE LOAD 1 - O I ' R 1 -- ayout prior to any construction. , 11psf DEAD LOAD J4 �9 44 d5 r{ 9- J5 I A9 J 4 - --- ------- -J"k---�--------_—_------- -�W=----------J5---- ___----35 =--- -fes =-- =-----d --- — ------ - I. - --�+ - - -.15---- - --J� ---- 4.-- — - —• I'• — - J4 .J5 J5 I;'I __-___-------�4- I ---- I 1- - --., JAS----=— ., I• ii ii T-- J5 - J1 = ,Jul ,ijl 11. J41 ��------------- J 4-- -----___--- -__=_` - _-_ - JS-- ---- - -- 35-----_-- nj -----------------------------_- — --J4__ — R 1 i -L -14 4 .. ` -- --- I 11v i II :=-- J5 1I I:.� I -13110 0 J.I!1 III- J4 —_—• ___ds_— N N ,_ J5 -- ___ - -- __ - - - #---82 $�_ --Bi ',•..- ._"'•__ __ d a: :: -:Do -5-1------- •!---------------- _ -::: B2- -411----------- 11 a---_-_11 1 - - J5 J4 - 4---11, — --- - IJ5 R1 a 0 R 11 J 1 - [1:1_,__ f1 1R-1 Pk I l_ N N ii J 111j. " AA -- -- ----- - - y�l�)) v E = III J2 — J2 '{ R 1 ------ I,I J2 -- -- - - J2 I 1 R1 — J2 IIJ2 I - i - J2 4- 111. 6d. -- J-4--------7 .11 JB1 J 1 --------- �--- J i -- PORCH PORCH IMPORTANT/ J L REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4-1 1 9 (MAIN) LEGEND: :::::N 36 PackMrk umber / • Material Width Depth Grade Qty Gut Lth Tot Lth ( H _-HANGER GALLOUT R1 1 9 1/2 9 16 144 �' ®/ J 1 RFPI-2O 1 3/4 9 1/2 2 10 20 -SUPPORTING POST J2 RFPI-20 1 3/4 9 1/2 10 1 8 1 80 & TRUSS COMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR JOIST LAYOUT R -RIMBOAR17 J4 RFPI-2O 1 3/4 9 1/2 14 25 392 SCALE: 1/4"- 1'-0" 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)855-9653 LB -LVL BLOCKING J5 RFPI-20 1 3/4 9 1/2 14 12 165 B1 RigldLam LVL 1 3/4 9 1/2 1.5E 3 12 36 PLAN DESCRIPTION/NUMBER: 35 JB -JOIST BLOCKING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 14 14 CUSTOMER: POLYGON J -JOIST GALLOUT .151 BLKG RFPI-20 1 3/4 9 1/2 30 3 90 PLAN DATED: 3/11/14 B -BEAM(FLUSH w/JOIST) HDR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KAM/L.NENPER5ON DATE: 4/14/14 H1 I TH01 19 50-or-ITT 9.5 4 BBO-BEAM BY OTHERS L - (MAIN) SHEET: 1 of 1 POLYGON 3B PL14-119 UP 4/21/2014 14" OPEN WEB JOIST @ 19.2" O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty START FRAMING HERE RM1 43-00-00 1"x 14"APA Rim Board 1 1 1 5-00-12 k RM1LRM1 40-00-00 1"x 14"APA Rim Board 1 1 rmvW erm, F � 74 __$ $� RM1 37-00-00 1"x 14"APA Rim Board 1 1 9 0 RM1 11-00-00 1"x 14"APA Rim Board 1 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 1 BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 mailiimizimmierimilimaisolmaiiiiii BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ _ 2 __ « _ BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 � I05-'3 19A3-Q1-0C BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 s, d WC _�_�__c_ 4�_II/M914 _a_ 1 BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 1 '�2 p e® I "_`�°-III .12;-"_074°- i'' ) MITRM1i BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 I ABM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 .- NBM9 9-00-00 3 1/2 X 14 BIG BEAM 1 1 H BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 I-211 BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 E 2 I BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 all BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 -'IJ - II FLOOR LOADING I MI0�-01-01 1 BK1=BLOCKING 40 LL 4 II - 3K1 a II RM1=RIM BOARD 15 DL L 3 1 Q I/ A M21 I w 1 ACCESSORIES QTY II I j I1 3-0E-14 IID I ®TH017140-2 53 ' © HUC412 5 ' I =[ 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' v ii Io 13-0 m fl Via_ . —IIT I C8-03-0I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I (nK1 _ — II I IBM71 REFER TO STRUCTURAL PLAN FOR ADDITIONAL IIBM211 I II O's1d I I 1/O POST TRANSFER BLOCKING IBM1I I _ _ _ I 1 J AND SHEAR BLOCKING REQUIREMENTS. _~ RM1 IBM5I I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ]FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA] (24x36 SHEET) SCALE: 1/4" = 1'-0" JOIST WITH RIM Pacifi umber & TRUSS COMPANY