The URL can be used to link to this page

Plans /.../....r.n2c/6„, _oe ,57....5.,. I z)iy, i 514-1 LEGEND: I'11 SW ROY ROGERS ROAD —:v - SANITARY SEWER Pacific PLANT STREET TREES: 10.00' _ �y sc STORM DRAIN Community 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP v LANDSCAPE TRACT ` - 4 Design CERCIDIPHYLLUM � �� • MANHOLE 12564.. � 12564 SW Main Street VA �� 7.50 - Tigard,OR 97223 JAPONICA, TYP. = = L "12:83—.7 . R]503-941-9484 vv PUE ._ - CATCH BASIN -\ / . 17 x _ A `_'t.�_�-- , -- .�- - e T DATE: 10/03/2016 a'.%' -V � -"_'—"' "_ .-- �. --�-- _E.. � \ � ; �� \ o '1� !,.'\ STREET LIGHT 1REvisioNs fP_ � ._ — � _ _ = �;. _.$ 1 � -� -_ STRAW WATTLE PERIMETER E NO. DATE DESCRIPTION 11 .C=X=CDC3 EROSION CONTROL -- _: —iti ` � 1/ ', ,1 ° , '''.\\,,L_. ,><2_ ��- ---__13.57 ._29.4' _ STREET SECTION, SEE 111 a �, vv, _ _ - - —� _ - . 0 CONSTRUCTION DOCUMENTS 9.38 -_ 2 284=�— — — — _— ice\_ __ -_---"` T H1Trn-'_ _ - _ L' SETBACK SUMMARY-7 YI T �. - 1 - ...,� N I N 7 I J- ' N I N T.--� I III 1 Ir .7 _-�- r / �, 0.00' I I 11 I I 1/ '-, FRONT SETBACK: 12, i 1II ` ; I` REAR SETBACK: 10 I I I, I 1791 1 S 11 a 1_ 1 COVERED PATIO: 5' 1,808 SFS— 1 / 1 i 1, 1 i / l SIDE SETBACK:* 0' ' I BUILDING: uT, rl ,I I 'I I / ; ,E SII i i ilr t _r 18 ? jE ,1 _) 5PLEX-E7B -� I 1 t 1 j r, i81 GARAGE SETBACK: 20 1 ia �' 1 I I IPAC�T C ' ;f =' ;`' PORCH SETBACK: 8 ..... I j 1 3 78 i UFF=288.5 , I 1.---1_ I . i ] 1 i' '! II 177 GFF-278.9 —_ - _= a__ . TRA/T F 1 176 E t� - I r l 73 174i 175 - _ :ILI ! t ' FIRE CODE SIDE SETBACK. 3i I I ] 1 I ;,_ moi` FRONT ;o - / , 1 IjII -1i N 1 1 ,}}r I ] GARAGE 1 _J' p , I' f 1 {. 1 4.39' O - - 1 — --1 /1 �� ofIj� _J - 3.55' LOT COVERAGE: , I — I I— — I— 20.11' ;` — 16.00' - - L r--'I I - — 15 01 PUE �-1 LOT AREA: 1,808 SF RIVER _Luu-i — a , - BUILDING FOOTPRINT �, .�, �•a.•�..,••. .�• _ _ — TERRACE •ems •..• • _ © ��••��►•��• _ 20.9'f I • 651 SF ,1 a —� I o 277 5Ji7F 63 SF NORTHWEST _�. �► ____ \ -y� CANTILEVER LIVING SPACE: 104 SF - - `" PLANT (1) STREET TREE: ` _ tf, A`^ I ;� ` 1_ ____ -.-_t v) 1 N WATER COVERED PATIO: 0 SF a ' - � ----�--� ATER METER - 2" CAL YELLOWWOOD/ ` 7 "- \_._____ CLADRASTIS KENTUCKIAQ c' __ �� _ . C]S C75DECK AREA: 92 SF co / -c, as �,_--- Gs ---- 0 1 STORM LATERAL _ LOT 179 O �.� SANITARY LATERAL ��° s32.0O' TOTAL COVERAGE: 910 SF PLOT PLAN ss _...___ ss --- SW AUBERGINE TERRACE i _ ssi._ 50.3 % i J - - 5 IMPERVIOUS AREA 27 SF 2 w / i i15 K v, t \ — — —I _-.�_ y�- 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved y Planning (9 C .6 Date: t� -K le 2S 1 W6 PROJECTP : NO.: N O TYPE: CONSTRUCTION M Initials: (/ SCALE REVIEWED BY: PRE LOT 179 (R-12, ROW HOME) 1I J - ,O O RIVER TERRACE NORTHWEST Z 13284 SW AUBERGINE TERRACE 11NCH=20 FEET 4-tS7;20i/ - 06 19.E LEGEND: /". SW ROY ROGERS ROAD s': -- SANITARY SEWER Pacifi�� PLANT STREET TREES: 1 .00' `�v sc STORM DRAIN ,, Communitygn FUTURE CURB AND GUTTER TYP. LANDSCAPE TRACT _- - 1 r CAL. KATSURA TREE/ - �� WATER LINE \ 12564 SW Main Sheet CERCIDIPHYLLUM "= ✓i -- - C MANHOLE Tigard,OR 97223 JAPONICA, TYP. - In 03-941-9484 �� l r- n CATCH BASIN ,_--�=� �� PU _,�.• r-.r.. � v T�, � - ' DATE: 10/03/20'16 E - Ay -- � 2837 12 STREET LIGHT —,��.,_.. REVISIONS = _ �. �- =' • II- STRAW WATTLE PERIMETER NO. DATE DESCRIPTION \-� -- EROSION CONTROL _ _ ;r p \` i` 13.57 T .'29.4 - 0 , �� STREET SECTION, SEE `� - v ' -__ - _ ------ - ,- - —�•�` CONSTRUCTION DOCUMENTS i' 286 _ ---_-_-_ 9 38 4 _ _i -- _______-2)61- ..- �--_ 282 16 _280-_ 7 -:::"..-.::_•-• ---r----1--- - � a, _ _ 71 I _-_-_ i _ 0 CO1 I 1 I �, —_�_ _ � N � • � SETBACK SUMMARY r 111 I I h 0.00' ;� j' Ij II I I j ,� , FRONT SETBACK: 12' j ! 179C ,� j I �, REAR SETBACK: 10' / ' II rrirli II i i �I II 4 / -. I—, !_ 1,808 SF _i 1 i ' f COVERED PATIO: 5' / I' fI J I / / SIDE SETBACK. 0' / I BUILDING: I / I 1 i18 Q 7t i , i GARAGE SETBACK: 20' s°' I I I ill 1' SPLEX-E7B 1 i 1 ill f 181 E E 11 If f 1 {78 UFF=288.5 II A TIG �r� I PORCH SETBACK: 8 I' II- I ,1 I I 11 176 177 ji !' GFF=278.9 1 i' - _.__.. i _ _ * FIRE CODE SIDE SETBACK:3 CO 73 1 174 j - tm TRAM T F 175 I i 11 ____ 1I 1 I �__11 1 �I FRONT ' °- o / ` II t; l I, t GARAG _ I , iI I II l 1 4.39' I t , i' i 1 r / t~ , 7, i [ I — - - 1---�J(s 2 1- ILP- -- fll"1 1------ �__` �_ _l_ - 1 ' �, o� I _J 1 3.55' / __ LOT COVERAGE: — I i L — J _ _ I_ -- _ 120.11' 1 �,6.0' 1 808 / ( — / I I _ �J LOT AREA: SF > _ - -15.01 I�i _ _ --- J t PUE RIVER z — — — — — — — j' BUILDING FOOTPRINT. 651 SF TERRACE N �L,L ..,��. :��imr _ _ ERRAC l 7. a i c/ 277 5 276.3 o r f COVERED PORCH: 63 SF NORTHWEST I � - 1 1 V1 a 15 bh,/4' v �► ,,,Imam _�I� - l!° CANTILEVER LIVING SPACE: 104 SF -J .--_..._ -..�.. £_ N _.. ___ M IA N l `^ _`.' PLANT (1) STREET TREE: w: `� \ __._ _------ ti I , — 2" CAL. YELLOWWOOD/ -`7 COVERED PATIO: 0 SF ALO 0. W - WATER METER = - w- � �- as -- '` CLADRASTIS KENTUCKIA --4 r, ____ t3S �_, DECK AREA: 92 SF co as � 51_.____._ o i ce � ; STORM LATERAL _ LOT 179 o SANITARY LATERAL ' X32.00' TOTAL COVERAGE: 910 SF PLOT PLAN i _ 50.3 % m _ - 5S 1' \ \ SW AUBERGINE TERRACE — - ___ ss;-- _� J r } --_,a =Z _ —� ,v° - IMPERVIOUS AREA: 1,127 SF tet---- 'r+I N __.t_ —....-...-.-. "'- i--p'- i 1 to _._ _ �� 3i _ -bey - _........ .. --- tjl\ 5 1n — — _ _ _ _ —?- - - - - - `= CITYC. FTIGARD cn Approved by Planning 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 0 `� n3 O C AM PROJECT NO.: 395-037 Ott.O 2 S 1 W V TYPE: CONSTRUCTION Initials: CXR N SCALE REVIEWED BY: PRE LOT 179 (R-12, ROW HOME) 10 O RIVER TERRACE NORTHWEST 1 INCH=20 FEET 13284 SW AUBERGINE TERRACE z C PATIO CONDITION J CONTRACTOR mores: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) CONC.STEPS CONC.STEPS GONG.STEPS GONG.57EP5 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS (UNLESS NOTED OTHER)NISE) id M 4)USE CAUTION WHEN GUTTING=M MIN ■11111 nTi_ciLiG�iill Ild�i.. hili .r::I�ill ,1-.--,---- MF- -_ tea:,..--.-,----------,...ii Ilu�il =om �luii7 11 II •utiuly - FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL r. SHEARWALLS I ,I 1 i; I'I 'I I' I 1 1 ''1It II I :I �! 1 1 ;� TM5/S A PLACEMENT PLAN ONLY c I', 1 1; ! 11 I ',I This layout is to be used in con junction with II 1 1 11 l j 1 II li I 1 �I II p y a Architectural/Structural plans.Verify all 1 i' I I �I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL LOAD BEARING P PP g PONY WALL PONY WALL a out PONY WALL y prior to an construction. 4 OE5/6N NOTE5, THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD ***DECK CONDITION*41E OEFL Cor 6T0ONCRITERIA FLOOR LOAO/N6: 40psf LIVE LOAD 12psf DEAD LOAD 9-1/2 RFPI-20 @ 16"O.G. 9-1/2 RFPI-20 @ 16-0.C. 9-1/2 RFPI-20 e 16"0.C. 9-1/2 RFPI-2O E 1 6"O.G. 9-1/2 RFPI-20 5 1 6'0.0 START FRAMING HERE START FRAMING HERE I START FRAMING HERE I START FRAMING HERE START FRAMING HERE SLEEP/LIVE LOAD \\l \ / 12p5f DVA DOD .. .- ',", _ ._ _ o< - �. � R 12OPDEADLOAD • R1 p R, R1 R1 1 I 1 �I T f t l I t� •a II�t r I '-a It ,-_—.- ROOFLOAP[N6: R, a ,�I j I 11 1 11 I 25psf LIVE LOAD �i"/ I 11 il Ij II Iij I ii I 1 '' I. R1 1'ipSf DEAD LOAD mt 1 n 11 1 ;� II 1 i I � r R1 �] Ja J� J8 El 'I II ' 11 I I; I, II p��.. �-, I I , II II F ry!I i� Js ae a, 1 II aZ 11_R, 11 II 1 ii ! .F f 1 . ., :: 1 i 1 11 7 1.- . hehereen, 11 R1 1� 1 N�R9 1 i L 1 II-�e'�.�:m • H. 9 I___,....,..;. ......4.-},-,,,...4.„-1 .1 _L -. f �1.._:. ...i: t Rt �;e..w.u. • R2 ---1 - --- .. -.-- I 4 4 �4 {: �� Ait 11 11 li -�� Ji, 41 .Ih ..p an j� r J01 .n 1I1 .(, 1h J1 � i .-- I I, „Awl. � ':-:,i.- 1' i il z i „�..,� F J Ri I 1 I R1 Ri : i 1 I I R1 0 ! 1 1 I rn to ` .*'.; w...."""°'"" ii , R1 II R, 'I II Ri R' `� r 11 80 �� Ri ! 1, , R, R, 1 1 I. q I 1 I ! I 1I -r lb RFPI BLOLKNG PANELS DTP BEARM6 hGLL ABOYE 11 11 11 ( 1 ! 1 .. ,= I 1• it ., Nrs. R� 1 1 1 1 1111 II 1 I a .,b 4 4 B, I Re� �a 1 n S1 _ "'I e 1 H s 11 I I. ti _nn j j.re, ° 'I !!"11, 4 1 AI m9i 6055/61.0CM ALL EROMABOV . _� it I I ;I �I 1 I I° I — ��0ij ¶ ,0--' SSLOMTo !I ,,�,1 I I i ` Ili PoSr..BorE Jq IB B �«sTAu-Sowsx Bsacka 114 a i , ! I ( it Y�b r .1b en as �h a4 JD .a �� s .�� e e1 I .i I. II �, 'll I -? li I r ae I I dib 1 Jb .e a1 i> 1 1 ,1110, li 1 ! 1 i T'' II I' !III .I I 'I ! !' B, '1n,1 I Rz 1 ''. I I a z -IF _E ) .F l I 111'1 R2[4 1 : :: ! : i ! I ' 1 ` - r " s --1- I Ia '� I4 POST LOAD TRANSFER AIL 3 L-- Rt u-_ '71 r Hp i j` DET �-Bt�-- 11 11 1 H 3 I• - D3 L....„„,,,,H, Il Rt R1 `� 1 Rt f �IB1Of _.. NTS- 21 1i.i. 1 sa L € _- IMPORTANT! I '^•TOLLOWNGAUCEEIAL UST COVERS EITHER CONDITION•"" J REFERENCE INSTALLATION PL 16-266(MAIN) (tore 115-114) DE E-1(B)1,--/B, GUIDE FOR ALL FRAMING R,• � w5/4 AMERICAN9 tt MODERN 5 °" eueom T"�t° DETAILS AMP l-JOIST INFORMATION o5BR*RIR a 96 BK BEAM Coca 51 24F-V4 LEGEND: 1 GebceC51,1_ -V4 B 9/4 10 F5-2400 'E 4 '2 Bz RI9N.mLYL /� 5E 5 MAIN FLOOR JOIST LAYOUT !acJifuiiiier B5 RgNLem LVL 1 5/4 /3 ,.5E 5 50 QH —-HANGER GALLOUT SEAM S 9/4 /' a 6 12 SCALE:1/4'-1'-O' B5 RI«aLem LVL 1/2 9 ® -SUPPORTINGP05T ee Rib 5 1/2 1/2 'SE sob & TR U S S BeED ** m� 1/' 2.1E 2 16 94 COMPANY R -POST LOAD ABOVE LVL 3:: ` 162 ROSEBURG FRAMING SYSTEM'" R -RIMBOARD .13 '�"e`ia5 LVL B BJ1 REIM-20 /4' se Bsa .. LB -LVL BLOCKING soo 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)656-9663 J3 REPI-20 56 14 quafih,engineered wood products for today s builder- - PLAN: AMERICAN MODERN 5-PLEX E-7(B)K--1(B) JB -JOIST BLOCKING - =p PACIFIC LUMBER COPYRIGHT yP Pacific RIGIDLAM LVL RIGIDRIM CUSTOMER: POLYGON These plans and the designs are copyrighted under Federal Law by Paclflc Lumber Company 2016. J -JOIST CALLOUT 16 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ROSSANO FOREST vrtorxers Rosrml¢oWNW pROaOers PLAN DATED: 6/22/1 6 Je REP10 4 40 I-20-BEAM(FLUSH w/JOIST) _19 RPM-205/4 1/ s 12 bo Company,which retains copyrights Co,and ownership of the plans.Use of these plans by any other a1/2 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or NPR -HEADER(BEAM BELOW JOIST) ASu...arlee copying of these plans,infringes rights under the Copyright Act Infringes face liabilities that Include DESIGNER: /CAM/L NENOER50N DATE: 6/24/16 TOO 17 950 or-mr9.s penalties of upto*20,000per workinfringed,and 5100,000per workinfringed willful/ RFPI Join 550-BEAM BY OTHERS wi RI. 9 y 0RG mPRoo14N PL 1 6-288 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE START FRAMING HERE • START FRAMING HERE START FRAMING HERE • START FRAMING HERE 0 o 0 0 0 �BM6 IBM6 �BM�6IT.,:-- 'BMW'RMI Gail M�RM1 o RM1_ • -,*----, ni �1 —RK$ ? JRM1) '':o o �RM1� Ik =L o -®_ o^ � �RM1��1 _ K1 - I �_ �BM30 q v a zr I I a a a RM1 c T r is : �Jil x�ll a II d 1 aLL LL �u LL toi ism 1 4 12-10-15 m I va-II m 12- }1. II® "I'';4 4 A 2-10.15 ij�� -41-1 LL o tq LLM1 LL �<' o ry o II @13-01-00 III "' ie e lir e a a f1� �ll n� e e k, c in .s 7�� n W e e a n 0 �. 111 3 -0 II I v n nt d o - a e din d' S m n[II ! ,_ . �., i. , i- ;IY I .tiI ', o .o �' I `�J el 4 I d _ E1 �I .I. �I A r �� - - - 1 4 , ii mi li ��\ , 1 (�� I RM1 aI O i N}1 I n ��. 9f I 1t�� n © 'LAN m l It f I I 1 , U Iti m !n RM1 I 1P P N RM1I ® !® I_ QIP- 4 �I I 4 - - 11 :I �� moi' i zi° 4 I I mt OA 1— OA Ioo ml OA i I f I V I I I, — 13 II a j — 1 Y•2 Y ��/l�))I RI E 2 II III: III BM2� CC it Iri i�I IjBM2 ,� 11 �BM2� I m l LI I ) , RM1 - co 0q q q RM1 Ii � o O n I I S l n g m i 1-' 41 p N OMT - l3�p H RM1 rp d RM1 I• I� ® 1 mallA J I - 1 ii A � __ ' ISI ,. L.k -0. „ M N N l �0 -0 0 BM24 d!� a '1- 11- 12 ec IRM1 I _ -- w g w g w g +ug a 0 a 0 a 0 a 0 re N O of 0 N O N O Z a a 3 a a N N N r N A. io Ea eta + JOIST WITH RIM Products PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X20 LVL 1 5 POLYGON RMI 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4X20 LVL 1 2 AMERICAN MODERN 5-FLEX E-7(B)&K-7(B) LOTS 175-179 I ALL BEAMS AND CONNECTORS PER ENGINEER RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4X20LVL 2 6 FLOOR LOADING PacIfi i t- umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-288 UPPER BK1=BLOCKING 40 LL RM1-RIM BOARD BK1 11-00-00 1-3/4 X 20 LVL 1 5 15DL & TR U S S i COMPANY BM30 11-00-00 1-3/4 X 20 LVL 2 4 6/24/2016 REFER TO ADDITIONAL STRUCTURAL PLAN TRANSFER BK1 10-00-00 1-3/4 X 20 LVL 1 3 RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 6 RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I'�^�I�� BM4 5-00-00 1-3M X20 LVL 2 20 ACCESSORIES QTY �lI/— �� -741-111171 BM2 4-00-00 1-3/4 X 20 LVL 1 5 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I �_=_ RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 O HIT420 86 SHEET 2 OF 2 RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' DO NOT: RM1 1-00-00 1-3/4 X 20 LVL 1 6 Loosen,remove,cut or notch © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. 20'-10114 1 17-r 5W ,11'-8' U — ; 0 MI NIP 41111 IN �■kggg ! 1 4 14��M 1 � �lI , 4 Fi r. 1 4 al en I.N4 11 _ Nim 4 4 9 11 1 A i , 1 r, 1 :if _ Nom iiiii 111.IN 11. IMO=MINN ma FWA M BFV11 ■I 151 .1 LA . MINIMINI. _ • I� 9/8 -1 ' t4) (5) ,�� . (4) I' 1 I 'IIruI_ s iI I 111111 G,I1 — Gj _ _ 9PrrRFI El1 1 jh11111 — !;_IAC: (4) -a 02I i o • G. c44 85 ( / Ill", N02 111111- _ , jinni! — B4 Dr/k IFW B4 1 „, .. I 1111101 02 _t_ cj1 `__ �I 84 __- 3I immoral' Fl 83B2 Ai — -.........=I - — 1 - - _ B1 '�';< r,„11,41y i ®u! • 4_, 02 5 44 - ' Ni ii I MI 1I 111111 _RI P1 I�In 1 I A3 (2) 11�i� 11[ cri I 5'-®' R6' 20'-8 914' I ©Copyright CompuTrus Inc.2006 BUILDER ISSUE DATE.' ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 06/27/16ss cA ONLY.REFER TO AND PROJECT TITLE. REVISION-1: ENGINEERED STRUCTURAL AMERICAN MODERN STEP 5 PLEX DRAWINGSFOR TION.B FURTHER INFORMATION.BUILDING ' DE ENGINEERED R RECORD PLAN: DRAWN BY; REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING I CHECKED BY. DESIGNER/ENGINEER OF RECORD TO TRUSS R U C w C O M P A N Y REVIEW AND APPROVE OF ALL TQC_ atii DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. LOTS 175-179 3/32" = 1' ' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.