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Plans (26) i 73 i .5t /-r i�',e/62 - be,/, LEGEND: —ss SANITARY SEWER Pacific IL om SD STORM DRAIN Desi ntlit� w WATER LINE esi�ll 12564 SW Main Street i1 I i ® • MANHOLE Tigard,OR 97223 �� ��, [TI 503-941-9484 1 - ' ■ CATCH BASIN 1 244 DATE: 12/30/2015 d,' i ,.0 1i' + STREET LIGHT ;111111'.21 `� I •���I 25.00'STORM AND REVISIONS,� 246 STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I %! 1 - _ /30/2- 015 EASEMENT -24 — _ EROSION CONTROL o N,.-, e�1. SANITARY LATERALSTREET SECTION S � I- S 0 , SEE 1 C„ ins 1 -5-- 250 is CONSTRUCTION DOCUMENTS I D, 414 STORM LATERAL SIDEWALK 4IW • itk 252 ,5S 1.., 'ia'i 1 P"= SD SD SD SD— �ih '� — a 254 SETBACK SUMMARY W� Ft- . , 39.0'-31 :7--:---- a - -� � FRONT SETBACK: 12' 1 WATER METER ` ,00 1L _X56 \-W,7 I SIDE SETBACK: 3' �.! a=��� 14.06' I, 254.2 STREET SIDE SETBACK: 8' "I / ?�6 �� r. Ij -258 — REAR SETBACK: 3' J 260— PORCH SETBACK: 8' '1.' /Ilk I PORCH I ,, „ _,______._ riii----6/ Y \,� 04 A 1 + — II _ ' 1 _10I4100 N , a -1 I , .. lir' .. o '8.50' -�-1 '178 II I I 79 I LOT COVERAGE: 011 i 3 100 SF / 4.50' 1,�►�� I I ! 1 I LOT AREA: 3,100 SF i:3, PLANT (3) STREET y TREE: 2"CAL..�S �ll� II BUILDING: 7BR I POLYGON AT co KATSURA TREE / e 1�� I 'I FF= 262.7 BUILDING FOOTPRINT: 1,309 SF WEST RIVER 6.00' 1 CERCIDIPHYLLUM ` ;I I 1 1 I • �� PUE 1/ , 11 x JAPONICA ' �, 4 , uJ _ I 'I I /1 1r -1 I COVERED PORCH: 217 SF TERRACE N .-.� o'i[I�_•� it 1 ' � ����I , GARAGE I , 1 I _ CANTILEVER LIVING SPACE: 0 SF cci Ali t Ili : I 11 - 3.00' i 1 1 I-, - , .i' [i 11 1 PUE I I COVERED PATIO: 0 SF -� 1 L vi_ 1 L----4------, , SIDEWALK N = II LEIF I - 1 _ _ DECK AREA:oJ I o — - - 0 SF Lo M / i �, ' � 39.0' 4 ° ea aLOT 78 - \ J�� � �� TOTAL COVERAGE: 1,526 SF PLOT PLAN ai 4 .� 3 259.3 3.50' 26�� 49.2 % p S '1' I it a /��.. `.� a ` I / TRACT K 20.00' 26.00' D2 IMPERVIOUS AREA: 1,785 SF ci ii- /Ai a / ►� - 1.1 �'260 r - - - A / i r1-7---: I -- ... !I I I� I 1, [-.1 � r CITU' CF. ` IGARD 2 POLYGON NORTHWEST (503) 221 -1920 Approved by PIia CD (/j/ming CD C „^ Date. , PROJECT NO.. 395-029 2 S 1 W V TYPE: CONSTRUCTION LOT 78 (R-7, STANDARD) Initials: L-S SCALE REVIEWED BY: PRE D, o .c) 20 co POLYGON AT WEST RIVER TERRACE 1 INCH=20 FEET Z i 737/ S ""v A/A/6 C • • • 14"OPEN WEB JOIST @ 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER <START FRAMINGRERE 9 81712015 • Products 9-05-00 ; PIotID Length Product Plies Net Qty i RM1 46-00.00 1"x 14"APA Rim Board 1 1 0 RMI 28-00-00 1"x 14"APA Rim Board 1 1 RMI 17-00-00 1"x 14"APA Rim Board 1 1 RMI 14-00-00 1"x 14"APA Rim Board 1 1 JP__,_ 1 • i 01 ' RM1 10.00-00 1"x14"APA Rim Board 1 1 t RM1 9-00-00 1"x 14"APA Rim Board 1 1 I 1 aa RM1 7-00-00 1"x 14"APA Rim Board 1 1 N RM1 5-00-0D 1"x 14"APA Rim Board 1 2 g 1 l RM1 3-00-00 1"x 14"APA Rim Board 1 1 "' a o 0 of lo: 'o 8 o o: o: o. of BM1 22-00-00 51/2"x 191/2"GIulam{1.SE 24F-V4 Dy/OF) 1 1 u. . 1 a L, @n:: a u:: u.: u. u:_Y- 81(1 1400.00 1.5 RigidLam LVL 1-3/4 x 14 I 1 - t SKI 6.00.00 1.5 RigidLam LVL-1-3/4 x 14 1 1 Ex 0M2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 'll G 1 p k I .k BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 "I.�-i =, %>i--- .E .tt.w■■tw�2>;1�' 1 ALL BEAMS AND CONNECTORS PER ENGINEER ! 5 MI F03. Q ..,M" 0 x ACCESSORIES QTY 0 TH414 24 • z �11 .� TF 0 TFL1714 1 F04 1' IX14 OSS RIM FOR SHEAR BLOCKING ' 30' r : RM7 F, ;h .:;;,. vim .W....._.—....n _»- -„ C> HU412 13 5 - FD9' !D1 I...... Foe .. =7 i FOE : .' 1 _..._. - ern=etoaarl6 DOOR LOADING _tz FOE RM1 s 7BL BOARD 40 LL 15 DL K"' ..i i 1 a.,.,"...m -FO6 REFER TO STRUCTURAL PLAN FOR ADDITIONAL. + — „F POST TRANSFER E C KING , ia 1/ , — FOB - AND SHEAR BLOCKING REQUIREMENTS. ■ _ f SHEAR BLACKING PLACEMENT PER STRUCTURAL PLAN res , 'N` 106 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. • ;au,.._ F06 - I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA t oarcoatarrviax — ' N 4 , a .r 1€ y FOB _xa grw�aleK0we - VM16FSOpfRY1Y . :A....,. . ,H^ -_p. ain»y {Rgq mN 4.M'v [N F06 UtS1.4a, . aY. aur TR I . "'� 1094. M1118RkN6T ARf1ITIITS �j F09 " fOtfOfW530DE5fLr1C0t1LEPI t :—���'f i - Fo4 iD OxroM1001510400NaMVATl i�_-.��'/`!�.`-t -,-- lat _ _�. jos REVISIONS AS SHOWN _- 0 NON-CONFORNi9G-ANIG=Ait0REStIESF ... _. _. ._. arts SMP 474111�.n0£so101 a 10 WM.ca aiso a ��� •K ; MRMMe a 10TMRC:SNVmum oa a as RDO NOT: .' M1 FA IRON1m si susam RI 41F01200 11114SK ttoh”"PAM ASC Man:AT M6 to.A 16101101811511 5-07-00 1,_1 TML OR(0!811, 1511821 Mt V117,11111101111.41. Loosen,remove,cut or notch ire Odd I.ram u!:;tot w.oil any part of the open web joist CT ENGINEERING INC rmaciTi i. umber JOISTWITHRIM SCALE: 1/411=1'-O"on 24"X36"SHEET & TR:U-SS' '; CIMPAtay SHEET 2 OF 2 PACIFICLl1MBERC�PYRIGHTY0IY ROSEBURG FRAMING SYSTEM`' -•M W.•• i quality engineered wood products for today's builder'- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2012. Theplans may hotrecusedighsto,copied,dwhole wneor part.withoutwrittenseoion from Pacific Lumber RIGIDLAM LVL RIGIDRIM� �� =====,: '�Y� 44•110I �O Company,which retainsthercopyrights to,and ownership of the plans.use these plans by any other TO\/� / �= se.orr TO POST AaOve. product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or ROSfaORO FOREST PRODUCTS' a'O"Em10at/rpwasrveoatroFs G M. POSTS MOM ABOVE 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 willfully. //Il14,, e 4�RFPI-JoIST ., 1 ' I CONTRACTOR NOTES: DE5/6N NOTES: >a..,•..a" I)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS • 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .K���o-�- ���° ^•^^^ (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL REM-BLOCKING PANELS P1114BEARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLEESSSS PER DESIGNER'S PLAN DEFLECTION CRITERIA NOTED OTHERWISE) OF L/400 I N.T.S. N.T5. 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VA OD 12DL SHEARWALLS 1 psf DEAD LOAD 5LEEP/N6 AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD I I I ROOFLOAD/N6: 25psf LIVE LOAD 1 1psf DEAD LOAD / // I r ///>� R 1 �• R1 / J(i----- ----�&--- REVISED 5117/13 NLB / I R1 :_:::-==I -_ &- ,-$1 PL 1 2-1 48(MAIN) \y / / POLYGON BC "- Mrk a Material Width Depth Grade Qty Gut Lth Tot Lth 1 �— -�1-- R1 055 Rim 1/2 5 16 96 PATIO / —' it PATIO J1 RFPI-20 3/4 1/2 4 16 54 J2 RFPI-20 3/4 1/2 10 26 260 -- J4 -- - .#4 J3 RFPI-20 3/4 1/2 2 26 56 �— kMIN I ] J4 RFPI-20 3/4 1/2 5 22 110 \ .. j— -..t I _--. _-.J4 __.. _.. JS RFPI-20 3/4 1/2 1 6 8 ,y V T�/ -- J6 RFPI-20 3/4 1/2 2 2 4 J 1 1�5 1 -k. -J �4-- - ------ .#4- 111 1I--Tr 1 J1 RFPI-20 3/4 1/2 1 16 15 / J6 RFPI-2O 3/4 1/2 4 4 16 3& 46 J(t -,}T- _ }; Ii �6 `l� J5 -k 51 RIgIdLam LVL 3/4 1/2 1.5E 2 14 25 L _ I' J 52 RlgidLam LVL 3/4 1/2 1.5E 1 8 B li B2 ... -d4 ,- -- ---_ -..- - ....-- ? J51 BLKG RFPI-20 3/4 1/2 19 3 51 JIB 1 _-- --T J 152 BLESS 1.75 LVL 3/4 1/2 1.5E 2 3 6 v v - T 1I-` D Cl � Accessories or 17795 xH--,#2- --_._.. _........ :: ----J2''('- ITN - - 6 -- ---- J2- -- 1 0 ry R1---------- --_ -°-1 CONFORMS TO DESIGN CONCEPT ®EONeo«M:ToDESIGN CONCEPT --- II ® ❑CO N CONCEPTwITx __ -_ I_--- -- - u_ ______.___ __ J2 __ ------------ R ____-„ ❑ CONFORMS TO DESIGN CONCEPT WITH ❑NON CONFORMING-REVISE&RESUBMIT /Jil it. Et ----- ---- R 1 REVISIONS AS SHOWN -. - — ---.. --_--- �I 1 --- ❑ NON-CONFORMING-REVISE AND RESUBMIT '" " "`"""'"� ---- - -- - fV (V ---- ----tr AP THIS SHOP DRAWING HAS BEEN AEVIENEO FOR GENERAL CONFORMANCE IdIIARAN OT ARCHITECTS --- — `f -__,] - -J$ WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE PBRICATOR(YEf.DOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE _ - -- ---- __ ___ _ _ DESIGNODRAWINGS AND NP.CIFICARIONS ALL OF VERIFY HAVE PRIORITY _ \\\ � - - --- - --- G 9 iNIS SLOP DARNING. CONTRACTOR SHALL VERIFY 4LL DIMENSIONS. 551NS. yyc ae a R.Petersen Date'Fe ruary 71,2 16 T ENGINEERING INC --------J2 1,z[ ' , [ 1 ti -- --- IMPORTANT/ t J z Jt J1 J1�2 ',t REFERENCE INSTALLATION GUIDE RAMING B 1 ... J1 J� lil it $1 DETAILS AND I-RJOIST ALL�FORMATION f J1 Ia 11 R 1 J-1 JB 1 -fi `#� _..fel 1 _ _ J1 Pacifi A umber START �� t I �� START FRAMING/ FRAMING LEGEND: HERE / I PORCH PORCH I I HERE & TRUSS COMPANY L/ HQ—-HANGER GALLOUT 11 ❑ -SUPPORTING POST L .___ J PLAN DESCRIPTION:CUSTOMER: TB e -POST LOAD ABOVE PLAN NUMBER: POLYGONB (MAIN) R -RIMBOARD LB -LVL BLOCKING PLAN DATED: 4/19/12 PL 1 2-1 48 JB -JOIST BLOCKING -OM LocAnoNs- REMODELING CENTER: EPYP PE5IGNER: J -JOIST CALLOUT 15100 Sri BOONES FERRY ROAD LAKE 0514E60,OREGON 91035 KAMI$ELNIOOD B -BEAM(FLUSH w/JOIST) (503)850-9663 NPR -HEADER(BEAM BELOIN JOIST) MAIN FLOOR JOIST LAYOUT TRUSS OFFICE A CONTRACTOR YARD DATE: 5/11/13 5914 51.1i JEAN ROAD 550-BEAM BY OTHERS SCALE: 1/4"- 1.-0" LAKE O51,4EGO.ORE60N 91035 (503)858-9663 SHEET: 1 of 1