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Plans (104) MST,1-• 1 L` ?cam I /�4 0:e "� S2 S& <s<G, f" LEGEND: ss SANITARY SEWER Pacific i€ -- SD STORM DRAIN Community Design PLANT STREET TREES: SW ROY ROGERS ROAD -w WATER LINE 12564 SW Main Street 2" CAL. KATSURA TREE/ -`-- x .,-. (} Tigard,OR 97223 - MANHOLE `' CERCIDIPHYLLUM r %; r''' " - [ 503-941-9484 {.., 10.00' —7/---- FUTURE CURB AND GUTTER, TYP. f CATCH BASIN `� DATE: 10/06/2016 LANDSCAPE TRACT JAPONICA, TYP. _ - STRAW WATTLEREVISIONS _" -----1=----v-.---- ' ' - -" - ` F..- -fPERIMETERNO. DATE DESCRIPTION r= / C� EROSION CONTROL — PUE - - . 0- . STREET SECTIONSEE \ '"i-==--262.7_ 262.0'``7 I --- � _ _ ____ CONSTRUCTION DOCUMENTS _ - - - - — 23.3' --- ---- __ m 262 _ . � 62 -- — — _ SETBACKSUMMARY 13 -- 258 —==_- _ _ � -a 256 r--_-_ �. _� _1dt -� - FRONT SETBACK: 1 REAR SETBACK: 10' --_, � , r � I I 5 1 1-HR FIRE I 11 I li ' 0.00' a it RATED EAVES 1' COVERED PATIO: 5' 1 1—. 11 II —_ `� SIDE SETBA61�s 0' E i _ 1 I I GARAGE SETBACK: 20' 00 1 1 r� o I� 1 617 SF I PORCH SETBACK 8' a _. I \� BUILDING. 1 , __ I tv ,ay 1 1 I ' 206 207 1I 208 �;1 11 �, 5PLEX-E7A 209 II * FIRE CODE SIDE SETBACK: 3' 1r I I TRACT L I I- UFF=264.5 11 I / 211 CV 205 i 1 -..--_______ GFF=254.9 ^.I I_ FRONT 1 O f o i' ! i f i; L_ •_�� –\ \ i GARAGE 1 _ _ _ _ 3.24' _ LOT COVERAGE: -* -.- 1 SIDEWALK I — 1 I 1 L°_-': O -— - 11 6.00' LOT AREA: 1,617 SF w 1 dr 20.36' 1 PUE RIVER _ Air — — — — — — — — — — 1 — ::::::::RINT 655SF— —— — —A-7/ . 11 SF NORTHWEST 9 ` _254.0 ' --\– .--`–_.._ alt p --- ° CANTILEVER LIVING SPACE. 19 SF o v, —_-=--�; _ - .. -=cg- —`— TE %+ COVERED PATIO: 0 SF - __ ., INIIIWATER METER 0.. s 1 � I � 'I .► N1 ..w ' M SANITARY LATERAL...._, _?M DECK AREA: 92 SF N , 1__-- — I I LOT 210 #s o — Q" STORM LATERAL `' a TOTAL COVERAGE: N __ O 32.00'l 777 SF PLOT PLAN co —sr --___ ° SW BEACH PLUM TERRACE 48.1 % o / J S I i co__-_,—,--_ - 5s 7 fl �ry ti _ ss, IMPERVIOUS AREA: 1,033 SF _ . �. 's� 4ny y N _ j l — — (1) STREET TREE O _- PLANT _ —` - _ � 2" CAL. HEDGE MAPLE/ —= TRE NI-o \ _, \ - - - —�— "' – �A v CITY OF TIGARD E \l 1 Approved byla ning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: /CF�/ 0 D` 2S 1 W6 PROJECT NO.: 395-037 TYPE: CONSTRUCTION r. Initials. SCALE REVIEWED BY: PRE CO LOT 210 (R-12, ROW HOME) ,O 20 co RIVER TERRACE NORTHWEST E, 1 INCH=20 FEET Z 13552 SW BEACH PLUM TERRACE LEGEND: .-3sSANITARY SEWER pacific SD STORM DRAIN Community Design PLANT STREET TREES: SW ROY ROGERS ROAD Ai WATER LINE I 2" CAL. KATSURA TREE/ -,-/ 12564 SW main Street x., Tigard,OR 97223 10.00' CERCIDIPHYLLUM f` _ []503-941-9484 a JAPONICA TYP. % _ -FUTUREAND GUTTER, TY . i •"�, 7 DATE: 10/06/2016 `� .. LANDSCAPE TRACT \ __ �_ _ i r - CURB : _ STREETBASIN - - - LIGHT REVISIONS - --m n- -- - -- �-- '/ �f ' •�.' �` STRAW WATTLE PERIMETER I No. DATE DESCRIPTION EROSION PUE T �� CONTROL .=------- — _ :.,;: 262 - SECTION,_ — _ -` Fh © CONSTRUCTION DOCUMENTS - __ —1& 262- ...1 .1._ _____ _ 262 r - - — _.0 1 — — _ _ - , _ --=-- - -_- ____ r -\ U. __ r 1--- ___1260±.;____„_,_258 _____,___. __ -- _ - 13.71'F r _ SETBACK SUMMARY _ ______ ,,.. _ _.L-1 _ . FRONT SETBACK: I MF �j hf i 1 1-HR FIRE REAR SETBACK: 10' II 1 � ' 0.00' i1 RATED EAVES COVERED PATIO: 5' -- -- »- TSACK �1 I 1,617 5F �� _ GARAGE SETBACK: 20' E I 1 1 1 PORCH SETBACK: 0_ li BUILDING: , $ i ► I 206 207 1 208 1 1209 41 5PLEX-E7A II *FIRE CODE SIDE SETBACK: 3'r I I TRACT L I UFF=264.5 1I 1211 O 205 it I L GFF=254.9 1• �• 1 I rK. 1 , 'i i f FRONT 1 ' / L 1M-12:; ,___— � h„ f LOT COVERAGE: 1 - GARAGE ; 3.24' 0 11 ' I _ fI-L' -- " --- I_r-I-L_—_ I _ 11 1 ' o - _ ti--.-�' Ii ALK I —1 • I 1 L:9-----.:_—`• -z i — -� — — — 1I _6.00' LOT AREA: 1,617 SF - IJ: 1AL4L' 20.36' i ` PUE RIVER _ - - - - - - _ h -yr BUILDING FOOTPRINT:N 655 SF TERRACE II,i A "� immirims 254.0 21 9 — COVERED PORCH: 11 SF NORTHWEST � I 1111111 O __„ 4 :_ ;253.0 T CANTILEVER LIVING SPACE: 19 SF �;_OM _ — `= ------` - WATER METER41111111 COVERED PATIO: 0 SF A .i 0. SANITARY LATERAL -_ M T DECK AREA: 92 SF w--- P v I �,'�_ LOT 210 o Gs STORM LATERAL tS TOTAL COVERAGE: 777 SF s0 PLOT PLAN y SW BEACH PLUM TERRACE 32.00' °' 1 / _ 48.1 % H / h w-- -- IMPERVIOUS AREA a - 55 7 1,0 � � 33 — �, SF , o 0- i \ / \ U..- ......... ��.... — --- � PLANT (1) STREET b ••���5 - - EET TREE: �! - 2 CAL. HEDGE MAPLE/ j `. / ��=-_=0 --� _ _-- -r � _ n_ _ -�- CITY OF TIGARD 1 RIVER TERRACE NORTHWEST (503) 221 -1920 Approvedby Planning 2V 1 WV Date. , ,9//t40//?- CP PROJECT NO.: 395-037 CTYPE: CONSTRUCTION Initials: N. LOT 210 (R-12, ROW HOME) 0 SCAOLE U REVIEWED BY: PRE rn cn RIVER TERRACE NORTHWEST 0 Z 13552 SW BEACH PLUM TERRACE 1INCH=20 FEET co o 11611 >- cV aa .4cZ C co a 3 Q O A.. U ..t 841-2" >. 131-7 1/21 15'-01/2' -0' 8-3' 5'-1' 5-1' 8' -0' 5'-1' 81-3' -0' 1S-51/2' 71 I I I I I -3' I I � I o 2-01 , 1r2 1? m°°' 20:011'-2112' 1 • ' s- rill r, oi 1.11:11..1 z hi. UD3i■ 1 u■i2? 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O IY co FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Zti W y DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE W = I U I- rn OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. >_ J CO OJ IY 0 By: Arnold R. Solomon Date: July 12, 2016 By David R Burnett Date 7/12/16 tY J 3 0 0 W ,s CT ENGINEERING INC MILBRANDT ARCHITECTS ja 0W •aw oC a C PATIO GONDITION 9 GONTRAGTOGNOTDIT 17 VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN -. (UNLESS NOTED OTHERN ISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING Milli IIIMI INIIII 111141 111111 FOR PLUMBING _ 111111 5)PROVIDE PROPER SUPPORT AT ALL ''i-1-�°i�t��n�r=i ll Ilu�i�ici:ii,�i-�iifuii�i�i1 ii�i�ici:iiiM-ii-ei-2iii ii�iill Iliimie ii:iii�i-�iciraiii�l1 IIWkiiEL-ui+�ii�MiWiiu i' SHEARWALLS THlS/5 A PLACEMENT PLAN ONLY- This layout is to be used in conjunction with Architectural/Structural plans.Verify all I= ---I',''I (' 1111 lioriiiiit -I shear wall blocking placement and connectors Purchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING layoUt prior to any construction. P ONY WALL PONY WALL PONY WALL PONY WALL PONY WALL VES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD (***DECK CONDITION*** OFA;30 NGRITERIA FLOOR LOAD/N6: 40psf LIVE LOAD • 9-1/2 RFPI-20 @ 1 6"O.G. • 9-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-20 0 1 6"O.G. .1-1/2 RFPI-20 0 1 6"O.G. 9-1/2 RFPI-2O B 1 6"O.G. • 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/NS AREAS: \ \ 30psf LIVE LOAD 1 (i -n— , .."——"I�!i ET��G�i��� — T t..e� p - TR t f Ci�Rmri� E1� w�i- 1 2p5f DEAD LOAD �P IiI 1 ROOFLOAD/N6: tztl. 1' �� I it _ 25 sf LIVE LOAD 3 e t T- _.-� { r ! 3 R1 1 Ip5f DEAD LOAD i t R1 JII 467 '3 .3 .3 .13 J3 J3 .3 3 - .15 .q �= .� .13 -13 .3 4 3 4 IN• N R, II_ ' 1 1 i 1 " II III " HD R3 - II PR3 T HPa3 "tmwcali 411 R1 i� II HDLI - __. Ji _1 _ '! _i .T /i _R _1 .1 _ /7 11 1 - a •.'R z— ' ` .1 1 R .1 HORt R1 .4= m? E. l L4__$5_ 1 G.\��� xi D ""��� �m3 h -- 1¢ 'I mom, 21 R1 .E® m� °.e.eu„iu,° �� � ! it R1 R1 R, R1 R -+ - ...mae.a,,...r-. i.,,i0wi"Ymew,aaaul OP -b RI Cl Si R1 R1 I R1 R1 R1 -5 Ig ' 1 n RFPI BLOCKING PANELS NUTH BEARING nALL ABOVE 1 1 - I 1 1412 !J2 llI N.T.S. 4 R2 4 - �-f- ._ It ,__.�. 1111 1 1� ilei 1 R2 - _. Ili �11 I i{PR B i B, r.._ 1_ lo 4F '...+I� JE V 16 .(� .....(.DR� R31 H12-$.... �..... /II 'kz:'�- I 1 It-. HD1 1 �I 5 �� ' 3 3 ( 9ER PETAL Id MATCH �� . P�^RR GH A�°.E Bt TO P t19A:g B$A , a 3 3 3 3 .3 A I 1T l r.... I �@5 \�I!� I r r �II� / . 1 I' J -3 .13 .3 .13 .�� .3 �3 @! 330..• .3 .19 .3 .9 -B .�3 ( S �� T �a a a @T; sit D^ ET n lea e- BT 0 41 a 192 1 ' I l) 1 l I I Jf�1 _ l II B 9 Wiz... HD 3 H R3 I L L_._L iL II- .ILA HDR3' ._._ m 3 ._.xa __._-2W_. - POST LOAD TRANSFER DETAIL HG 22 -1 --- �R1 �� Rt 1 H 2 R2 R2 I .. -__ . 1_ ...-IBB a - . N.T.S. L71.17.2.....30: i H2 ei IMPORTANT/ ❑X CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION ""`"FOLLOWING MATERIAL LRT COVERS EITHER CONDITION..". 1 ❑CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING FL 16-297(MAIN) nOTE200-2101 REVISIONS NOTED REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION G-,wc-1(A) ❑NON-CONFORMING-REVISE&RESUBMIT 0 NDN-CONFORMING-REVISE AND RESUBMIT MHc” POLYGON Material MMth e4 DeptHh arse5-191-EX My Cut Lai Tot Lth THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE L91.515 1 3/4 I.se Tho WITH DESIGN CONCEPT ONLY At:O DOES NOT RELIEVE THE THIS SCUP DESIGN CONCEPT HAS TEEN RESISTED FR GENEL1L GGNFCAp'ANCE 52 055 Eon t FABRICA.ORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH D WITH H CfSISN CGY;EPT GN:Y AND GEES NOT AELI IPES THE . 1 B.BEAM 5 1/2 DESIGN DRAWING$.SPECIPICATI^vNS,AND APPLICABLE CODES ALL OF WHICH HAVE DEEP GP.GAWINGS A OF RSPECIFICATIONS FOR FO 1111'I vv ROTH TIE scaae 51.24P-vs 1/2 FE..2400 l"ALL OF iYNICi RAVE PRIORITY LEGEND: �I /21 e_5E2.15 9 RIGWTYDVERDavi RBurING. ODESIGN VER THIS Pacifi umber a�• aaLem�X24 MAIN FLOOR JOIST LAYOUT By David R Burnett Date 7/sne °VEA THIS�""DRAWING. B35 Rig13L"m LVL F 1 3/4 1/2 0....HANGER GALLOUT RIgIaL"m LVL ,se ,a By. Arnold A,Solomon pato:duly,,zms ® B4 D.BEAM 2 SCALE: 1/a°-1'-0" MILBRANDT ARCHITECTS CT ENGINEERING INC -SUPPORTING POST B5 Bs BEAM 2 o 2e C O M P A NY • Bb BEAM 1/ 2.1E 40 & TRUSS q ® -POST LOAD ABOVE B5 1/2 1/2 z 1E 302 1 JD ROSEBURG FRAMING SYSTEM'" R -RIMBOARD J1 5 Sip 9 10 162 zE 105 1 5 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)558-9663 LB -LVL BLOCKING J2 aRPP"o 5/4 its quality engineered Wood products for today's builder^ f a 546 PACIFIC WMBER COPYRIGHT 2016 PLAN: ENGLISH REVIVAL 5-FLEX E-1(A)K-1(A) (LOTS 206-210) JB -JOIST BLOGKING • REP/--2o 2 s 52 RIGIDLAM LVL RI GIDRIM CUSTOMER: POLYGON These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. J -JOIST GALLOUT 1-20 s 4 3° 616 The plans maynot be re-used or copied,In whole orpart,without written permission from Pacific Lumber PLAN DATED: 6/28/1 6 Jo 4 4E p ROSEBURG FOREST PRODUCTS ROEEAREF FOWESt YROD1ICSE B -BEAM(FLUSH W/JOIST) J9 RPP1-2o 5/4 1/2 3 12 00 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or DESIGNER: KAM/L.HENDERSON DATE: 6/30/1 6 NOR -HEADER(BEAM BELOW JOIST) A`H`�I T 20 _ _ copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include RFPI-Jo IST BBO-BEAM BY OTHERS HH2 1.151C01 3 Hua,o 61, 'Tr9- o penalties of up to 520,000 per work Infringed,and$100.000 per work infringed willfully. PROBE=ROSEEURO SUREST FL 1 6-2 9 1 (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 , 4 START FRAMING HERE > <START FRAMING HERE S <START FRAMING HERE 0 0 0 0 BM4013 IB �BM6l BM6 40 RM1 II K T IRM11 II OM1 -r ro= [I RM1 RM1 I �- r RM1 RM1 II e3 M -� c ..N -} t uMI�(I 9�N�MMII Iii _� �Wdt4 + — . RKI ,- RM1 -->'+_.. .-11 _�. -_ , awl e__�e_`. _-eF-"e _o_ —�- t I.Lo co m oo m ll, - II- v II - Ilv qo 4 la - ao m m co co co oq i I.LL uo- W uo. Ilm II]I]I!!!IJIJIo II® m II Y 4 - ©' IIS 1' E �,� c II," �I 12 7-1550 III m AAA 12-10 15 IIm E t I: @r13-0-00 III �a�N�;��s�...ME;�N I , d © HI a -n e ,( 13-0-00 1 ->r— a III m e e d m III ® I' 'w - _ a -� e Itl m e a t © III a —j:. F05 I r o F05 1—} a > 1",u I F,; IR ! A C u ,2)' 09(4 el b d di P a I L: 1 9� 1 t c O IL_ II O O II I` I �IIII II I 11- H d IRM1 €�� .<tI�II 4 n�L____1 P/I, ; II �II 11 et ,� �� RM1I tl - _ _ 1):11 I' IIIm- I ��.>_., ter. _N ,T �+ fT-1 II RM1 E T;'' a le, 4 .r'I R 11M ro II o r'. I .,;-� °I� �'. 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OVER THIS SHOP DRAWING, By David R Burnett Date 7/5/16 By: Arnold R.Soloeon Date:July 1,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC . + Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 RM1 37-00-00 1-3/4 X 20 LVL 1 8 POLYGON RM1 15-00-00 1-3/4 X 20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-7(A)&K-7(A) LOTS 206-210 I ALL BEAMS AND CONNECTORS PER ENGINEER I - BK1 12-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING: PaCI§ umber BK1 11-00-00 1-3/4 X 20 LVL 1 5 BK1=BLOCKING BM40 11-00-00 1-3/4 X 20 LVL 2 4 PL16-297 UPPER RM1=RIM BOARD 40 LL 15DL COMPANY BK1 10-00-00 1-3/4 X 20 LVL 1 3 TRUSS RM1 10-00-00 1-3/4 X 20 LVL 1 7 6/29/2016 REFER TO STRUCTURAL PLAN FOR ABDITIONAL POST BM6 10-00-00 1-3/4 X 20 LVL 2 6 TRANSFER BLOCKING REQUIREMENTS.R 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 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM4 5-00-00 1-3/4 X 20 LVL 2 20 I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 11�� ; �� .� II BM2 4-00-00 1-3/4X20LVL 1 5 ACCESSORIES QTY Vii, —` —ill RM1 4-00-00 1-3/4 X 20 LVL 1 3 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA - BM24 4-00-00 1-3/4 X 20 LVL 2 6 =� RM1 3-00-00 1-3/4 X 20 LVL 1 3O HIT420 86 RM1 2-00-00 1-3/4 X 20 LVL 1 21 SHEET 2 OF 2 RM1 1-00-00 1-3/4 X 20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 71' DO NOT: Loosen, remove,cut or notch 0 HUC416 10 SCALE: 1/4"=1'-0" on 24"x36" SHEET any part of the open web joist.