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Plans (27) LEGEND: PLANT STREET TREES: ss SANITARY SEWER Pacific SW ROY ROGERS ROAD, gflfl1UflhtYo 2" CAL. KATSURA TREE/ STORM DRAIN i esi«n CERCIDIPHYLLUM b w WATER LINE JAPONICA, TYP. FUTURE CURB AND GUTTER, TYP. 12564 SW MainStreet ® Tigard,OR 97223 J l `lam ` % MANHOLE [T]503-941-9484 10.00' ~;ti f r'rf""r/ - ,, f F /<r f � i f ` I DATE: 12/12/2016 _� -_ - -- CATCH BAS I N _ LANDSCAPE TRACT �� i -- STREET LIGHT = __ \1 7. — t 1 1 REVISIONS =: �� 7 50' - -- - - STRAW WATTLE PERIMETER rz NO. DATE DESCRIPTION - = - _ \\ PUE _. � - � vim �f ��°r �=- \ EROSION CONTROL t, V'` - - - - - - - -, - - \--9.73'___ - - / r; SECTION, - -- _- -'-�,..- " - ._ .. -_ - CONSTRUCTION DOCUMENTS .� `z _ '_ 72.4 271 80 _ _ _----_ ___ - - - _ CFI w -23.i1r _ T !_-=__.L, ..... - .�. . 274 — — — IIIII _— ` 1 - -2 — — — ---.. DEC 2016 _ 72 - - - ; SETBACK SUMMARY --- -- - 270 --_ - i - Y, 13 54 ---- FRONT SETBACK: 12' t .A4, �� ---tib --- ITS' OF IGS RD --- ---- - - $i REAR SETBACK: 10' BUILDING DIVISi N Wil iiii 1'' I I I ,1 �� 200 `�II I 11 I COVERED PATIO: 5' I I I A ,1 N I - •* s. Y , '7 1,651 r 1 GARAGE SETBACK: 20' j I-- 1 4.00' PORCH SETBACK: 8' pi I: [ BUILDING: 1 ,,:� ., .a,.. a qty . 93 194 I i CO I I 6PLEX-E7A - I * FIRE CODE SIDE SETBACK: 3' j TRACT 1 i 195 I 196 197 198 I 199 UFF=278.1 1 TRACT J GFF=269.1 ci I I Ij yI o I ti I i FRONT _ 1 I INV _ GARAGE i ^ LOT COVERAGE. r--- o� I I _L• —_ 1.—�, --- �� - --- f-- - 1� o _ I L _ q d 11 LOT AREA: 1,651 SF I IL I I I _I J II RIVER _ - - 20.43' SIDEWALK / N - _ _ - BUILDING FOOTPRINT: 655 SF — — — — — — • — TERRACE oII- - - .�.: ���o���LdqLi! j�� ��11111.111111111111 _ � ��� ,��i�o��������_������ �.�, - COVERED PORCH: 11 SF NORTHWEST 23.1' % 6.00 o 267.4 - % - 267.2 PUE CANTILEVER LIVING SPACE: 19 SF v iv I, IN ,WILo "' V � = = COVERED PATIO 0 SF n as y 1/1 o _.__._ , WATER METERE { -' - - - DECK AREA. 92 SF LOT 200 _.. _ ` _ fid, 4_ — N SANITARY LATERAL - OS - 0. us---- 4, -- ar I ���� ' TOTAL COVERAGE: 777 SF PLOT PLAN STORM LATERAL 32.00' a SS _--- S - -- ABANDONED SANITARY LATERAL 47.1 % PLANT (1) STREET TREE - ,S - 13_ -�� py - L.— 5S — bb ` +. , 2 CAL. HEDGE MAPLE/ ----�; IMPERVIOUS AREA: 1,039 SF 6 i �__ PLUM CAMPESTRE , SW BEACH TERRACE , r _ ---,-,,,..„. . QST h 71- ,� ( —_ =_ ,--r—�.— `f , %---- -` ITIf/% �.% CITY GAR C Approved �y la Hing P. RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 0 c"--/ PROJECT NO.: 395 N P 2S1 6 TYPE: CONSTRUCTION nO WInItlaIs, SCALE REVIEWED BYPRE 03 LOT 200 (R-12, ROW HOME) 10 O nn RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13450 SW BEACH PLUM TERRACE CONTACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING = - - FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL I ii-a_—__-i—id6iiii�Gl) Ilii�i�i:uii�i��_i"-i:3ii�i�ll IIMiIr�E -1111111111 iiMiB i' i.lih Ilii�r�i"-.iciii�i1111111 —�iiiiiuIl�i�ieiciii�111111 —ice==:i�i�iill Il�i�Bir.iN i—Ill1011111 pini-= SHEAR WALLS ! ! ! ! ''I TH/5/5A1PLRGEMENTPL?4NONLY. I I This layout is to be used in conjunction with - _ Architectural/Structural plans.Verify all I_ 1 L PONY WALLG L PONYBEARING LOAD LL PONY BEARING LOAD PONY WALLG LOAD Y I shear wall responsible plaable for and connectors. AD BEARING LOAD BEARING Purchaser responsible for approving this ONY WALL PONY WALL ayout prior to any construction. 1,55/6N NOTES. THIS FLOOR SYSTEM PIAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA OF L/480 FLOOR LOADING: 40psf LIVE LOAD - 9-1/2 RFPI-20 B 1 6"O.G. • 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20®1 6-0.G. 9-1/2 RFPI-20 S 1 6"O.G. 9-1/2 RFPI-20 e 1 6"O.G. • - 9-1/2 RFPI-20®1 6"O.G. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE L-6171-11— SLEEP/N6,4REAG R1 \ R1 __R1 R1 N J R1 / 30p5f LIVE LOAD I __.__.r Ii §--r—r—_—_ ._ v _ R1 1 2psf DEAD LOAD ilI R1 Id aROFLOAPING ii El 25p5f LIVE LOAD - __ii 1 - . E Jr 7 id _M1_ _ I, 11Psf DEAD LOAD - - - -- - _ _ 4_ _ - - 0 - — — tl 1 1! ! I II p1 I 5h 3 ,.9 -5 3 4- 5 -9 3 j9 ! ! -3 -9 -Y -2 3 _3 .t -3 2 ill_ -1 ' I J, -, 11 � R1 Rt 3 ! ! I 1 1 I. �.�. derv.:• a ___`-- L. 12 ! H 3 I._• ..L.,...,_...,._ .... A. N '�'j"".'.'.,"`..F:. a .� v3- <;-v�--d• ,.,...j,,,,...w- .? - -H3 ffi.':' :: ii R 1 wwmpa • 71 ®W R1 i HD 1 1 .17 -T Air .,h JT -T T 1 J, T J -T t ., J, -h J, -T -T T -, r -, JT jh -1 H"-1-1 R1 1 ;';""„ .. > J > E w z_ i 1 II I 1 ! 1 I I I rte' V\m .,, ,.......0 �: 1 III „.. ! K1 �i. £� ,L-d# r �# 1 di �a as xQ � ! II rnl in% F J. = R1 ( I Rt Rt 1 'I RI Rt RY �� t t_e_ ur... 1 R1 Ri R1 1 R1 R1 I 06 6 R1 IIR1 I :I i I! R1 R1 I ! 1 R1 R1 I! I J9 ,8 m-nrung>,dr<rvWim�. I 1 ! I I ! ..,m�iim,aur.w niu"yxm•.ax.na".�„ it II ! '! a I R2 I I I 'I I' I ! I Fu i! : RFPI'BLOOKIN6 PANELS NTH BEARING WALL ABOVE } I ! ! 1 1 ( R2 NT.B. �b 1E1 4B- �1 ' J6 F -6 _S -i L -1, !t DR _ 1 $ R�I.....9.... B. ' __ / i11DR n -� �B 1 _S I 3 !.11D.y _5 -5 1 p ( y - •__3 1._ : ( I' L � 1 1 RI ! II 3 >F. 3 3 I ! III ! L J SOLO BLOC:2AL, I �I� ��i nI ag 7-1n` r ! I I Ips 1 T B,1 , q, E1T I Illi ro9EAR GBE orv. 60 I: r 7 11-; DEARING AREA OE IDLOC2N !I �9 --3 .I -9 J 3 J3 -9 J -9 9 9 7.3 J3 3 9 _9 I ! IRI J4 I i {' `a 4 11 1' -$,.13 -3 .13 4 -3 J E se�ory TO POST ABOVE 11 !•' 1 B B E , Bl g, Q Bi A gpl e, , R2 1 : a2 J'; - i ;Iz -12 .1a .2 d •, I p �' II /// ���► I R2— �Z�,l ! �� S�III ! j I II �/9 -9 IR2 �- I 4- L_ x . . HD9 3 . HOR3 4.1...„,..V.__.. AL . L A LHD L3 H R3 .. �L BJL__J J9 HIR= �:. 1 ...' i.R1 1 1 11..... L .1_ L -_ i J— _.L.R Cr.r { HGR3: 1_.: R2 5 11 c\ `--' POST LOAD TRANSFER DETAIL RT.N. ElCONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT REFERENCE INSTALLATION I ""`FOLLOWING MATERIAL UST COVERS EITHER CONDITION..». I ❑CONFORMS TODESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH GUIDE FOR ALL FRAMING PL 116-323(MAIN) (Lois 1 AA-200)a-p X e-rr�K-rrA REVISIONS NOTED REVISIONS AS SHOWN DETAILS AND I-JOIST INFORMATION wa• HAWN al wan 0.4 ENGLISH wade Leeuy eue Len Tot un NON-CONFORMING-REVISE&RESUBMIT ❑ ❑ NON-CONFORMING-REVISE AND RESUBMIT 1.15 LVE Rim 1 3/4 INN 41 20 240 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENEPAL CONFORMANCE THIS SHOP DRAIYIINi AS BEEN REVIEHED FOR GENERAL CONFORMANCE DR s BEA WITH DESIGN CONCEPT 011E A lD DOES 10 REIE'vC THE III H HE DESIGN CONCEPT ONLY AND DOES RAT RELIEVE THE 1405 sl2ar-Va ie FABRICATORNE1f0OR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICA-OR,VENDGA OF RESPONSIBILITY FOR CONFORMANCE Yi IM THE 111111 LEGEND: oR9 Cascade SL 245-V4 8•2400 DRAWINGS SPECIFICATIONS,AND APPGDABLE CODES,ALL OF*RAH HAVE DESIGN D A iN S AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY $ �� B RIaleLem e PRIORITY M I I.THIS SHOP DRAWING pac'� ( H }—=HANGER GALLOUT s2 R12aL.m se MAIN FLOOR JOIST LAYOUTBy /20/16 OYER THIS sHc?p.AnrNa. umber �/ L David R Burnett Dale 7 �,. B4 BIG BEAM VL a B): Arnold A.Solomon We:July+.8,2016 ® 5.seAM E SCALE: 1/4•-1'-0" MILBRANDT ARCHITECTS SUPPORTING POST B .BEAM CT ENGINEERING INC & TRUSS -' BIN COMPANY r M aE ® -POST LOAD ABOVE B9 BIG SEA161 5L261r=LVL =.,ES142 5 426 ROSEBURG FRAMING SYSTEM"R ° 3iaR -RIMBOARD - 45 1/2 46 14 644 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 LB -LVL BLOC-KING _ 9/4 quality engineered wood products for today's builder- 44 JB =JOIST BLOCKING S R P�20 3/4 PACIFIC LUMBER COPYRIGHT 2016 PLAN: ENGLISH REVIVAL b-FLEX E-7(A)K-1(A) (LOTS 1 95-200) /216161-20These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGiDLAM LVL RIGI D RIM CUSTOMER: POLYGON J -JOIST CALLOUT -1q RFPF2o RFVI-20 9,4 v2 s 12 12 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber PLAN DATED: 1/1 3/1 6 Company,which retains copyrights to,and ownership of the plans.use of these plans by any other ROSEBURG.FOREST PRODUCTS lOSEfnlF3 foearprpnuels 5 -BEAM(FLUSH w/JOIST) Awawarir product supplier other than Pacific Lumber company Is strictly prohibited.Unauthorized use or El TH01195052 HDR -HEADER(BEAM BELOW JOIST) va-or-IrTa S copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include40PDESIGNER: KAM/L NENDERSON DATE: 1/14/1 6 BBO=BEAM BY OTHERS 95 111141012 penalties of up to$20,000 per work infringed,and$100,000 per work Infringed willfully. RFPI JOIST PL 1 b-3 2 3 (MAIN) SHEET: 1 of 2 X❑ CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEViED FOR GENERAL CONFOR6ANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE yVTH THE DESIGN CONCEPT ONLY AND DOES ND" EVE RELI 'EE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATDRIVENDOA OF RESPONSIBILITY FDA CONELIERE E WITH THE DRAWINGS,SPECIFICATIONS AND APPLICABLE CODES.ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING DESIGN DRAWINGS AND SPECIFICATIONS ALL OF YIHICH HAVE PRIORITY 20"OPEN WEB JOIST Q192"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS WA THIS SHOP D?MING. By David R Burnett Date 7/20/16 By: Amid H.10100n Date:Jaaiv1S,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC RAHYNG E <START FRAMING HERE ART FRAMING HERE , <STERN FRAMING HERE , START FRAMING FERE O O O START � __jBM61 _ - a Tilt' : .114111' ,v= - u�1�tTil) 1 1 1(11111 ��I- M-t 1 'il �y0 -t a �M_ �� ; F j-A— 1 rim �I11�1.. _ F'•BM1.40�_ I®E—'££ >� NI —3 --, h�N—£E——_—Ems—_s,i tnv .NS3�>��:Ei---A N ri �+"�N 3'1�='L'a.l ErcalEi nii IT-G:X I�IE�r �A�1£SI�Sr£�Iy iTyi II- II - I!o L. to am h��l � II I IaI�I ��= ISI! F14 :UJiIIj1i ______ :, r f11 I) I, F1111 11 F11 I! II F11 '111111.11111111 FOG 151 !Y0— I ^` l+ F71 II ;lI 1 F71 l 1tI7 ! Fitt I 11 Ft1 I ) 1 3 I ,F03 f1 ! l __ h-.11- - -... ..in _. - O u_ -ili_.. MN ( �L. ice.. - ._ _I�___ 11 II II � _ �I IIII.� I-1) 1� �� III I 11-1/. _I 1=.111111M III 103 �- B5i1•'�© F04 1� _���»�I 1I�I�N I ���I �������111 ' — FD4 1 .�) qi Ii IIA®® a xl��i1d;! 1:--; � -.—,-.�,_,_ 6 �.. 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BM21 5-00-00 13/4 X 20 LVL 1 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM4 5-00-00 13/4X 20 LVL 2 24 BM2 4-0P00 i-3/4X 20 LVL 1 6 I '�.. I RM1 4-0000 1-3I4X 20 LVL 7 4 ACCESSORIES QTY SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ! 'I—I`I—I1 8M24 4-00-00 13/4X20 LVL 2 B I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I RMI 3-00-00 1-3/4X20LVL 1 3 HIT420 104 RM1 2-00-00 13/4X20 LVL 1 23 ® _ RMI 14x-00 13/4 x20 LVL 1 s 1-3I4x20LVL BLOCKING 93' SHEET 2 OF 2 DO NOT: © HUC416 12 Loosen,remove,cut or notch SCALE:3/16"=1'-0"on 24"x36"SHEET any part of the open web joist. _. ElCONFORMS`-TO`DESIGN CONCEPT ❑X CONFORMS TO DESIGN CONCEPT -___ ❑ CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH ._ REVISIONS AS SHOWN REVISIONS NOTED c 0 NON-CONFORMING-REVISE&RESUBMIT o ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING FAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN a FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS SPECIFICATIONS AND APPLICABLE CODES,ALL OF WHICH HAVE E >- DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. 0 413 Z OVER THIS SHOP DRAWING. By David R Burnett Date 7/21/16 ...15i i mica a. By: Arnold R. Solomon Date: July 20. 2016 MILBRANDT ARCHITECTS CT ENGINEERING INC o o 11V-21x2° 9'-& __� gE R t. R l R if-2 112w I I I ix—i, ..1 I s I I. 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