Loading...
Plans (10) i LEGEND: - 11A-1:-C 77'247/6" - (1)6 f/9 r. /3,2-(72) C.........."144441.I-'i c--- SW ROY ROGERS ROAD SANITARY SEWER Pacific PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. _ Community STORM DRAIN Design 2" CAL. KATSURA TREE/ ;Vr - w WATER LINE 12Tga a CERCIDIPHYLLUM /� -` Main street • JAPONICA, TYP. % \ T��_ 7.50 _ MANHOLEOR 97223 10•00' _ 9 " [T]503-941-9484 moi �� -.-k-_" _ r � ;',,i - LANDSCAPE TRACT ' PUE ' -r, �� STREET LIGHT DATE:M CATCH BASIN 10iO3i201e \ t " �i. - - --- . PERIMETER :'''''4 REVISIONS NO. DATE DESCRIPTION _. _ a-8.54gzs4 sr_ �� EROSION CONTROL ---.—.7'.'=-' 6 _ 15.4 _ - �_ STREET SECTION, SEE \v '7, v` -ALL --- = --,a �_� _ 0 CONSTRUCTION DOCUMENTS -\v, ., - - .z ) - -- _ _ N- �- —"T '...,---- _286- _ 2 4 - - - - -- _ 280 i � ___ � I N W SETBACK SUMMARY N -- �, I I i �1II 0.00' T178,, 1 I 0.00' I ! / - FRONT SETBACK: 12' 1 11 I� f j p �' f REAR SETBACK: 10' L i' I 4 075�SF i_ `� 1 ! i 1 I t i` COVERED PATIO: 5' I / 0 i _ _y L� t ` SIDE SETBACK:* 0,a� �3 ILDING: t , � 184 1 + Y ! I ' Ii ! , 1 i 181 GARAGE SETBACK: 20' SPLEX-K7B 179; RA T G , 1f I I 1 PORCH SETBACK: 8' V _ I 177 E..,;..,1 ° UFF-288.5 0 i Ipl 73 `1 174 i TRAT 175I It 1 ; °, GFF=279.5 -r_ , _w t _�- * FIRE CODE SIDE SETBACK: 3' J P 6 Li. _ 1 1 I i-11 rR 1 FRONT [ L If - - j f��t ____ �0 1 � I `� r" / � p'/ GARAGE E I _J t II ler o — i _ I� + ' -�' ' =7111---1'k -` ]� r, it- - a ! 71:1 )4/1__ tom ;=77`"_ I f o — of Oi I � 1 �° i j -_ LOT COVERAGE: co j T.----1- i I 1_J _J 1--- -- Igi 1" _ �; I I 1— f _ 20.00' (' 6.00 �` LOT AREA: 1,075 SF }- 14.72' I - - - - _ PUE �� - C - -- - - r- / - -- �' RIVER Li, L — _ - BUILDING FOOTPRINT: 569 SF �"_ '1„,,,, _ TERRACE ������� �_!� — —15.3' 1 I III — cci Ij I o -I— ,' 277.5`,` —1 o COVERED PORCH. 34 SF NORTHWEST I { p I�r , _ i_ � --+- t{vvv --�< •y i—. ° CANTILEVER LIVING SPACE: 54 SF _ ...�� ,to 111 -lj' � ...._� �, _ ----•--—'- to ✓< - - ,`� tn ( `, — _iv1 — y / t^ \ , AA — �r }i y "7 COVERED PATIO: 0 SF 0. — v — __ WATER METER H .;_V o• a c,in �r'� —._ .._ .._ aS �� - -_. DECK AREA: 72 SF -�, GS ���]4 �!. --GS ------ o -�� _ LOT 178 -,c7 1 I so "% X532.00' TOTAL COVERAGE: 729 SF PLOT PLAN 0 ` SS �. r-� . --- 1--- - - SANITARY LATERAL SW AUBERGINE TERRACE /\ s5i__ 67.8 — - --`�i b- � � —wN 5 IMPERVIOUS AREA: 853 SF cr) f_. _—.. fit! N —_—. - :.— _ — fl N ..-.. i o `- ---___--... ...., II"..—. _ i7 0_ ; -•.-_ .... t S �...._ I N i W i ..-1 i � 1 N 6 N D- ..e_. __ - -- t r , t -5 I �_=_ __ __ ;. ux - - - - /�:-' — — m — — — — — —, 1 1-- — --t- 77 ,— _ - _ CITY � = TI GAR D 12 RIVER TERRACE NORTHWEST (503) 221 -1920 Approver Planning3 o C } ,t .4-t 9 2S 1 W6 �7`e: ` PROJECT NO.: 395-037 .}. /�/ �� SCALE TYPE: CONSTRUCTION 4 LOT 178 (R-12, ROW HOME) Initials: (/ 10 0 REVIEWED BY: PRE RIVER TERRACE NORTHWEST 13262 SW AUBERGINE TERRACE 1INCH=20 FEET Z "If-C re,3.0/e2 , 00 V9 LEGEND: /.l."'�� SW ROY ROGERS ROAD SANITARY SEWER Pacific PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. � Community 2" CAL. KATSURA TREE/ �,� �� u , STORM DRAIN Design CERCIDIPHYLLUM4 w� WATER LINE g _ �" -- 12564 SW Main Street JAPONICA, TYP. C OLE Tigard,OR 97223 ;2. _ ' _,�, 7.50 �` w ,e MANHOLE m 503-941-9484 w ��� 10.00' PUE vv i .-- CATCH BASIN 5 %� i VA '� A ,--L-_-----------.------ _. LA T'� _ '--=--i i.:.... - _� �'�`, �' DATE: 10/03/2016 --LANDSCAPE .� - STREET A fir.- c '- �� REVISIONS LIGHT ,.. =-:--- '?'— - -- - _ PERIMETER NO. DATE DESCRIPTION STRAW WATTLE ,f- -, 284 8 �_ _ - 8.54 - -- _�� - EROSION ONTROLq .44-\__J_____ 4_--_-_24-_ ^ =r - 285.3 k %r _ --" © STREET SECTION, SEE a q ----:12.56'. -15.4' - ____- ______ CONSTRUCTION DOCUMENTS __,,, s1.-------- - ---- ro ...7-7-=--------=— T _ -286 2 4- _ - - - - — -- - - __=:____.----- r _ --- „=- -- SETBACK SUMMARY IN I--_-1 � .. -1-- ___." I N °o � 11 N - 1 jr_ ice- I I ( i , 0.00' 0.00' i I I FRONT SETBACK: 12' ,I / I I 178 `( F ' / - REAR SETBACK: 10' i 1 j j I 111 41 1 - t -=1,o75!sF __...�= , 5 `j{ l COVERED PATIO: 5' /� ( BUILDING: _ _ it I SIDE SETBACK:* 0' °'7. � I; i 180 j GARAGE SETBACK: 20' E 1 I �1L/ 1 5PLEX-K7B 179 i o{ /� i �� 1 X81 PORCH SETBACK: 8' UFF=288 5 ' l /csi ?; I� i 1 1 i �i 175 76 G FF=279.5 : I �� !Iii �---t - - ,.1,-.4..M1KM,,,,,,,, ,,, , ,1 t�W, ,r. ."-,_ 73 174 TRA T F1 -- I , __ _ FIRE CODE SIDE SETBACK: 3' ! � it II I i t �` 1- FRONT I ; I j I, ii oI, I ;0 / ,---40 / ------ri t' 1l I ;1 II it GARAGE 1 1 _ _ , it �< - -----,_ _J-LIL - -Li_ r_4, I= s _ I - - — i of ► ° I ' LOT COVERAGE: rl ► L _: I — n -_ ? rII-- i,6.00' '/" .. % --1- I I 20.00' •/C _ _±, — T 14.72'- - - - - �� PUE �� LOT AREA: 1,075 SF w - - - - _ _ - ;= -'�-- — ti, I / - - - I —_ — RIVER r -� —� ������a�..�.►����— I PGE — 3 \ PGE �w�� �l „����� -15.3' - BUILDING FOOTPRINT: 569 SF TERRACE i -° 1111 277'5' d ; o 1 COVERED PORCH: 34 SF NORTHWEST oI� � �-_ ,_,. �_ - �� - - .._— �, .� � _-- ,,,.�/a tri Li, 11, I _.:-1-----_, \ __/ ---- 1 I _ I i ”)i\ .. f:° CANTILEVER LIVING SPACE: 54 SF co •Z v, N i �' nd 1._- I.'-_..-__-_- -i ---_-[ ...if-: a `^ %`^ __�..._ - � --1 COVERED PATIO: 0 SF w - -- WATER METER 07' a c4 ce-, _.-_-_1-.._ GS - �,� --- cc' DECK AREA: 72 SF o �, os �'� c° GS' o} �' o -- GS _ LOT 178 r. 2 ) 1 -- TOTAL COVERAGE: 729 SF / \ 32.00' PLOT PLAN___- s _ . -- SANITARY LATERAL 2 _ / SS _.m-SS ---- 67.8 % 0 \ ' / `- _ _ `SS f N°SW AUBERGINE TERRACE r _ SY IMPERVIOUS AREA: 853 SF 24_ - , _ : 1 o c _cT_ + ul 0 n o N - 1 i.N,2,, - - - - - -1- - - — — r' � _ Ci !�RD 3 Approved by Planning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: it_y_t3 0. ON r� PROJECT NO.: 395-037 1 W6 Ini I I I J SCALE RSVP EWED BY: CONSTRUCTPRE 4 LOT 178 (R-12, ROW HOME) 0 1 .10 20 RIVER TERRACE NORTHWEST 0 Z 13262 SW AUBERGINE TERRACE 1INCH=20 FEET ( PATIO CONDITION ) cONneAGTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS (UNLESS NOTHERWISE) _II= .-. EMI I 4) SE CAUTION GHEN CUTTING FOR PLUMBING „ , ,, , g:"�iieuu�N� il' rT-'-"�' :Liu�ii�ll N � I�.::.a 5)PROVIDE PROPER SUPPORT AT ALL 'I I; - �- 1 tR�Tni dill Ilx----0�- -_ —iei:iii 11 ll -i,uau"�i,i - SHEARWALLS „ , i:I „ ", , „ . 1 „ , , , , „ ., : „ . 11 .. I j 1 , ,., „ ii I II .I I I 'l il THl5I5 A PLACEMENT PLAN ONLY ,, 4 „ ,1 „,! II fI i; II I This layout is to be used In conjunction with li l, 11 1, 1 - „ :: I; I , ,, I; .: _ I it II,, I L r architectural/Structural plans.verify all _ _I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving WALL PONY WALL PONY WALL PONY WALL LOAD WALLG P pp g this PONT ALL &put prior t0 any construction. PONY DESIGN NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD (***DECK CONDITION***) OFL/46T0ONCRITERIA FLOOR LOAF/NG: 40psf LIVE LOAD 12psf DEAD LOAD 1-1/2 RFPI-20 0 16”O.G. 9-1/2 RFPI-20 0 16"O.G. 9-1/2 RFPI-20®16"0.C. 9-1/2 RFPI-20 0 16-0.C. 9-1/2 RFPI-20®1 6"O.G. START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 3Opsf LIVE LOAD: d \ Cl ART FRAMING HERE 32psf DEADLOAD TT RY H r I / Cl _ II II 11 I II g--1-----t _ d r 1 ClR1 • /,, � 1 r- I ii I I - __�. ..�1 _ I II 1 I i --�i�- R ��I - - .- ROOFLOAD/NG: Y ',' —� b B I ;I : I ; I li II '1 'I ll 25 sf LIVE LOAD R1 I IIii I11 II 'I 11 I I' 3 !. 1 TPsf DEAD LOAD ClIl 11 II 11 II II II 1 11 ill .l� J� .�3 JD ,S Ji -E 11 ( I 11 1 11 '1 I �I _ �� Li J • II I :i li I it I i li 11 1 ;I i� s .{e .ib J! d� a' R1 1 i� : '" I 1 .:eH• II II J 's it 11 I r1 ..m,^..aR1 �:� I I I j JP it it I� k—k..® li R3 - r �� 1 �i H B I ween:1 j 1 Jr J` �' .�'' �1 ,, ar r Jh il' - --- I=-- I T— '� hr rr ,IE'l till -----------__11,' H I I I I .I- ,t -j' 1 III I I II I II i 11 ''�� 4�m ' �G I. I II j �I i J I: 1 I,• 'I Il a.:-d'� I I I II. i Bo 0 p h nz i fi I i /�rn3 ^ . <; i R, u w.yean ill I Rl R1il If I I I RRl I - R1 I r® ewV..ie" p+^.Y+w"•we+M 10 0 II a0 .�¢ Ri I 1 I. R1 1 1 -1 : T �I 'j 11 I 1 I it IIIN — H I' 1 11 aD RFPI BLOC/KING PANELS IVRX BEARING VALE ABOVE R2 II I iI :,,,1 !I it II 11 1' j II !Ii. , R2 B, N ;I 9 1 —� l I I it _ H ] I '/� Ii 3 j • �' II .I 1 .-moi II I .,-_..Y! ii 11:11 I lI i1 � • 3 mon ro.obrAGP E __ :1 I I 1 I 7 Zk n IPI -N Jg B IITI. I Bh ��y ' e 4h I Bilea I� 0::t•IJP 4 J a Bt'Gtr Pti�T ab �e J� -b ��as II I II p!E Jp Ba�. : 1 jl 1' �i a� I it d, 4'� I it ii B7 �I R2 q I I I1 II I ; J>e I I ;i 1 aril 11 I II II I it -E mmumm R2 a H II J� JUL A>-, _ .. H� ` ,I4.� '_.y ..f,5.,.: R1 J Ri -_--•.,Ri :1 41 I �.. i s-p POST LOAD TRANSFER DETAIL • I� IL � is,II II -� -:...D� 1 f 1' Di L,..,1,::::::,[1, ->'!? II N.TS. If> Al •^•TOLIMATERIALNG MATERIAL UST COVERS EITHER CONgigN••••• �- IMPORTANT_. FL 1 6-266(MAIN) 3.050115-119) REFERENCE INSTALLATION POLYGON -PLEA E-Rro,K-rr51 FYK. PM WNtN Atn ^NHO Br.N Pty GKLN Tot LtN GUIDE FOR ALL FRAMING 4 LVL Rio 5„ ,.5E 760 DETAILS AND I-JOIST INFORMATION 056 Rim HOEBW BEAM 64 caeca.4i 24P-Va tl2 P6=2400 a 26 LEGEND: Nvas 0...aeGVL,P-4 0 2400 ; B, Rb �LYL a5 Paciffj.umber �� B4 RBNL.m LVL MAIN FLOOR JOIST LAYOUT (H}—-HANGER GALLOUT 55 Rp BEAM`® -SUPPORTING POST 7 e�G BEA 14 5e SCALE: i/4"-1'-O" B66 BIG BEAM 2.1E 2 '6 52 ® -POST LOAD ABOVE a ...BEAM 1/2 & TRUSS U S S ppm.m LYL 2 a COMPANY R -RIMBOARO .J1 BC G205LVL 5,44 ,. 9 15 162 4E 4'54 ROSEBURG FRAMING SYSTEM'" LB -LVL BLOCKING J� 1251,1-20 5/4 11 a so, 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)358-9663 PACIFIC WMBER COPYRIGHT 2016 duality engineered wood products for lodav s builder JB -JOIST BLOCKING .JO R 5l4 =6 RP51-20 3/ 's 64 PLAN: AMERICAN MODERN 5-PLEX E-1(B)K-1(B) J -JOIST GALLOUT - 5l* 12 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 5. CUSTOMER: POLYGON 26 The plans may not be re-used or copied•in whole or part,without written permission from Pacific Lumber RIGIDLAM'LVL RIGI DRI M- B -BEAM(FLUSH w/JOIST) Jr RPP,20 Vii i2 's 12 60 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RosEeaao FOREST caoovcrs ROa�JROTpREBry0000Cra PLAN DATED: 6/22/16 JB 5 product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or MDR -HEADER(BEAM BELOW JOIST) Aru..aN copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include DESIGNER: KAM/L.NENDER50H DATE 6/24/1 6 HI THO «4 15.10104$00x-rrrP.s v penalties of up to$20,000 per worK Infringed,and$100,000 per work infrinoed willfully ''' RF Pi JOIST BBO-BEAM BY OTHERSTORgTOac100GTS PL 1 6-258 (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 0 0 B�M30 —` IRM1� - 03 --yr I MI6 i 5M .. RM1 _ 6 0 �BM30] RM sa_mac- Q - --- RM1 } �- BM6 -��I— -1 -° J+=cRK RM1� 1 c �BMI I �� k II K1 �� o � 1� _ O 1� fil m �_ Ill '',o o —v-- - "-- — M1jl _ _ ._ _ _qAn ry m ro m - -' _ — R IL I' o :1 iT -LL LL I' ',`,s_ II g IIS 1 II jE 'c4o I'v 1-ii °b1 0 116�:8_ 3 I. 4 ',.-r? III 1. 4 _ - 2-10-15 Ilm m 12- 115n() II .R 4 ®12-1015� IA u- L. u_ u. m�i j o it 177 @13-01-00 III ro m a� III n o a t� _ r n n Ht oIA ro r n lu n a a o n r et UT 111 d '� n ill o I II 3-(1-0 :I v iII ti FI a 111 I l _ f • I A fil el. ,., , c L b • li. �RM1 v, JP } ,I (j 1\ 9 IP r,,l A _ n `' litf 91 U 0 IN �RM1 cot - ' ror) t S ay 11P 4 >8(1 N ql _ ttis RM1I 40, N I� 4® j ® ® 4 I ® 1.___.‘i I '® ml .. I `4 SQA Im QA i.. Il i n ��}° CJI I QI CL 11 �i ;b n i Y,o © :',.1.„- ldJ r IBM2I Ott L1i 1 ; I IBM2I °IBM21 I ! - ° U ! 4 q u u �= , kmi �If v 1 ° o411 0 O ' � A w i �p hRM1 00 IBM241p - I�M1I \ ©1-0 �0 1-0 o �sMza� r M1 R 1 I` 6 c RM1 3100 { �,I( i Tce 1 - ___� 1 3�0 i L Y I WI a TCi IRM1r -- } .. - M 0 R O Q O O U U V to 0 N O re 1 0 d 0 ce LL re LL re 0 m 0 Q a z Cr a o O - = = O O co En y w Ii + Products JOIST WITH RIM PlotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4 X 20 LVL 1 2 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 3I AMERICAN MODERN 5-PLEX ��� ����� BM23 14-00-00 1-3/4 X 20 LVL 2 6 FLOOR LOADING: BK1=BLOCKING 40 LL BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-288 UPPER RM1-RIM BOARD 15DL & T R U S 5 COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 5 BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 3 6/24/2016 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-314 X 20 LVL 2 6 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I \ RM1 7-00-00 1-3/4 X 20 LVL 1 2 \ BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY BM4 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QTY i_ ". -.,.'-.-_ "-. ..'. 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 13/4 X20 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 1-3/4X20 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=101/4' 17-1"I �� ,11'-8' L3 iim I IN bAh. iiiiI1 ° , IBM !���ll I-.A - Lillc'--- "rill.MI ria o NI A !� _ • I; i �G: (5) �, I rr ice' B1 11 1 B2 , �1I Mill rte';; r. --UA� ��m� . rA1/d■ :K MATE" PsIMI ISI M:• 1■ �- is ..,:� • Inkii '.' ! it _ WA 3/4 ll Lll (4) ii MEM 1 MEMPI ',MI -1GA I B4 • MEMEMIll I' B4 t Wu ��®�i�I�I T Z II, arCis (4) Il (' - ILII 9 IC IF I ILII Aramim84 l: MI IFlry - 11 -r o �rI ..., u_ri ::. Ill a II I II — , iimiimimm. :_Gl :m, 1 phig iffig=1=1:1: I II ipi 9p iii 1' 82 • - NI 1 1 1 A '4 � 1- i- l� , I ® '- 12 4,1 II FM 4 bj 4 4_, no ray41III j i ' I 11111.1 1 •I 11 _L,2 II ,''-I,m i' \ 1 , -L.— iUII ' 7'-0112' 1 1,, [ 7411 I- 201•83/46 BUILDER ©Copyright CompuTrus Inc.2006 POLYGON NW ISSUE DATE. ABOVE PLAN PROVIDED FOR TRUSS pato_________ 06/27/16 PLACEMENT ONLY REFER TO PROJECT TITLE: TRUSS CALCULATIONS AND REVISION-1: ENGINEERED STRUCTURAL AMERICAN MODERN STEP 5 PLEX DRAWINGS FORALL FURTHER INFORMATION.BUILDING ' PLAN DESIGNER/ENGINEER FOR OF RECORD � iliar BY: REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS I !DRAWN CHECKED BY. TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE DELIVERY LOCATION: DESIGNS PRIOR TO CONSTRUCTION - T R IJS S ,\F ALL COMPANY 'SCALE: REVISION-3: LOTS 175-179 3/32" = 1' s All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.