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Plans (114) tic Thrb .. 4, _- '4Or-i /T-d H 1.,"" i ,i- LEGEND: PLANT STREET TREES: SS SANITARY SEWER Pacific [ 2" CAL. KATSURA TREE/ SW ROY ROGERS ROAD �� ?[1, SD STORM DRAIN i Community CERCIDIPHYLLUM _ W WATER LINE Design JAPONICA, TYP. , 12564 SW Main Street - MANHOLE Tigard,OR 97223 � � ,\ FUTURE CURB AND GUTTER, TYP. [11 503-941-9484 ---__. - -� 1,, �� i A. CATCH BASIN DATE: 12/12/2016 l ,j — 7 -fff' t / -I -� %f—LANDSCAPE TRACT - STREET LIGHT - _ IONS ---- .:,, Y---- ,x � j-°.�-.._ -- - --- NO. DATEREVI DESCRIPTION .` / STRAW WATTLE PERIMETER PUE VCV -1 Vit, / �� „ P E ,, _ EROSION CONTROL - 10.37._— .`.. �.� � _. .-1'=__-__. � _�-==` � © ON, SEE -277.4 .__ _ ,. - 276.8 - - CONSTRUCTION DOCUMENTS T _-�� _ _ � - Y:y r+ 2.9' 12.9' – – – i __-- 276 .f. - I - - --- - kif =- 14 10' 274- -- - - — �7-11 -_ -- -•.- _�—' SETBACK SUMMARY _- — 1 ia I 272- 1 __ ---- , FRONT SETBACK: 12'!r! IIIIIIIIII COVERED PATIO: 5' I� I 190 0.00' �[ II i� I �� Y 4.36' -; 1 I _, If I I l' ll --1\ GARAGE SETBACK: 20' N , y 1,702 SF J E I 1 BUILDING: i i PORCH SETBACK: 8' a I� 1 I 5PLEX-E7B , i ' .... . .. , a� d� ��... ., „ - - . _.�, 188 189 I 11 UFF=279.9 1 I 196 ` * FIRE CODE SIDE SETBACK: 3' 11 , 191 1 192 193 I. 194x CT 1195 o 11 - _f I� 1 I GFF=270.9 i 1 ii!'\ N 1� 1 j 11 il Adi L 1 , O 1 1 I FRONT ! ' 1 °' GARAGE I i y� . IL, _ . LOT COVERAGE: L o — ' --- --- r---L --- s— J -I X11 I SIDEWALK 1 I, I 0 – ° f • o 1 L J 1 _ 10I I - – LOT AREA: 1,702 SF w _� I 1 L 20.00' — — — — 1 — _ RIVER N - _ _ – – – – 1 – – – – – BUILDING FOOTPRINT: 651 SF /_ – – – - - - - TERRACE 1 �, - 25.2' t- um! \ I '1 6.00' COVERED PORCH. 63 SF NORTHWEST 1 / \ - \k, 270.8 -- Ati . -as 4'1,\ .._ O v 270.7 0PUE o CANTILEVER LIVING SPACE: 104 SF if PLANT (1) STREET TREE: `�' "' COVERED PATIO. 0 SF WATER METER \ \ ,68 r,.- 0 2" CAL. HEDGE MAPLE/ - . \ - - _ DECK AREA: 92 SF ACER CAMPESTRE - LOT 190 O, / a; a —as a as - TOTAL COVERAGE: 910 SF Gs--� STORM LATERAL 32.00' PLOT PLAN - SANITARY LATERAL gi 53.5 % o ;155_; ss 55 55 43) SS �, IMPERVIOUS AREA: 1,100 SF h ; , 1 y o ,' "\ SW BEACH PLUM TERRACE 1. _ = —.. `, / ( t._ -�.- - r -- ..._ ►.�-- � . ,...,r - -—7 •- ma • A - — _... r - \o \ 7„ ` ,- _ y - � — I � � Cnr O TI Gn RD— - _ o'6') . P RIVER TERRACE NORTHWEST (503) 221 -1920 � ��"a1�� 1Y Planning0 Q C M^ -� 395-037 2 S 1 W V D a t� L�f`i ' TYPEECT NO. CONSTRUCTION Initials. SCALE REVIEWED BY: PRE LOT 190 (R-12, ROW HOME) a 1D 20 RIVER TERRACE NORTHWEST 13370 SW BEACH PLUM TERRACE 1INCH=20 FEET 2 LEGEND: 1.1 I' PLANT STREET TREES: ti ssPacific t 4 s 1 SANITARY SEWER 2" CAL. KATSURA TREE/ SW ROY ROGERS ROAD El -5D STORM DRAIN Community CERCIDIPHYLLUM _'' 2 r '2 ,6 w WATER LINE , Design JAPONICA, TYP. 12564 SW Main Street t ,,<'S 6 i € _ ® MANHOLE Tigard,OR 97223 r '; FUTURE CURB AND GUTTER, TYP. fl,--/---1-- f [T]503-941-9484 �� -.t ? CATCH BASIN •\ J ! \\ ,�a� - ... 10.00' .41A au_,1 .' - A, ;i,y DATE: 12/12/2016 f- - ,- \ - \ 1 II -LANDSCAPE TRACT`- .�- _ _-- STREET LIGHT C. ''''''' ---:7-7--- ----r--------- X - -,f,"---.----- _,/— — _ - — REVISIONS ------X,4—..__ ,*" ,6......- r, -x X7.50' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ;e �� ti �� EROSION CONTROL ----_ STREET v7.a 10.37 — .__- © SECTION, SEE 276.8 y !_ J CONSTRUCTION DOCUMENTS -- -- — _ 2.9 12.9' 6.6' — — —rte .----------"1— _rf.".2, — — — -- _ — m, d,.,„ _.�,,. 4 . _ ., _ --_ 276 1 = — _____ pi �� -- 14 10' _-- - �i —�- lie —_— . 274- —_ — — - --- C -___ -- - — � . - SETBACK SUMMARY — i - — ---- 72- - 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 S 0 0 0 JBM30 _ _-JBM61 RM--°---°-- T RM1 —`I� -i- JBM6 -- IBM6_- BM30 I ' IY o o 0 0 o Il 4 noo o lh�i.11IJI �• .m .,if Pa o o , ITip_-�sh� RM111N aRM101 LL LL u u LL LL II m LL LL LL LL II ®II o 0 o Ilv 4 4 °i o' °' g' mfl0mm0wjoW O Ill' TI ® J LL LL MLLall 'o O O O O Appymaw Q13 1 -0Q H �L�12-11 a� A 4 ILL LL LL !L LL ® LL :L3-0.:1:4. �1 LL l� i 4 u 4 m Ii o I p 1 A "' .sa�nmmer:m ri� 12- /-1', m ro u C.12-10-15 II o l 4 DI a a oil / n�,.�ssl�r>�x�n�^fir LL IL 3-Ot-00� u11�uo. i q — • I F05 I P14 ! F14 F14 n .. ® , rP FD3 o F11 F11 F11 s! 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DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By David R Burnett Date 7/20/16 OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date:July 18, 2016 MILBRANDT ARCHITECTS CT ENGINEERING INC — L Products JOIST WITH RIM PIotID 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 1-3/4X20 LVL 1 2 RM1 14-00-00 1-3/4 X 20 LVL 1 3 AMERICAN MODERN 5-FLEX E-7(B)&K-7(B) LOTS 190-194 i ALL BEAMS AND CONNECTORS PER ENGINEER BK12-00-00 1-3/4 X 20 LVL 6 Pac� v' umber BK1 1 12-00-00 1-314 X 20 LVL 1 3 BK1=BLOCKING FLOO40LOADING: PL16-321 UPPER RM1=RIM BOARD LL � BK1 11-00-00 1-3/4X 20 LVL 1 5 150E & TRUSS COMPANY 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 7/14/2016 ADDITIONAL POST TRANSFER 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 I _ BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. BM4 5-00-DO 1-3/4X20LVL 2 20 ACCESSORIES QTY ��� `�I�` ..-77406.=. 71111 I' . BM2 4-00-00 1-3/4 X 20 LVL 1 5 I _". `.—`' RMT 4-00-00 1-3/4 X 20 LVL 1 3 I FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA I - _ •-j BM24 4-00-00 1-3/4 X 20 LVL 2 6 O HIT420 ss __ SHEET 2 OF 2 _ RM1 3-00-00 1-3/4X20 LVL 1 4 RM1 2-00-00 1-3/4 X20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' RM1 1-00-00 1-3/4 X 20 LVL 1 6 DO NOT: © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEETLoosen, remove,cut or notch any part of the open web joist. ( PATIO CONDITION—) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNERS PLAN (UNLESS NOTED OTHERWISE) cONG.5TEP5 GONG.STEPS 3)ALL BEAMS PER DESIGNERS PLAN STEPS CONG.STEPS CONG.STEPS (UNLESS NOTED OTHERWISE) • I� Elltd 4)USE CAUTION WHEN GUTTING _ FOR PLUMBING _ _ _ _ - _ 5)PROVIDE PROPER SUPPORT AT ALL ..J X11 allilf171117711 TIG ui1�� all Ilu�'Til�i ui�•i muuII II—�Rii� � l SHEARWALLS 11 TN/5/SA PLACEMENT PLAN ONLY.il 11 I This layout is to be used in conjunction with I ' II IArchitectural/Structural plans.Verify all ---I shear wall blocking placement and connectors LOAD BEARING - LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for a PONY WALL PONY WALL PONY WALL PONY WALL LOAD 9EARIN6 p pproving this PONY WALL ayout prior to any construction. 055/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD **DECK CONDITION*** DEFLECTION CRITERIA OF L/480 FLOOR LOAD/N6: 4Opsf LIVE LOAD I 1 2psf DEAD LOAD 9-1/2 RFPI-2O @ 16"O.G. .1-1/2 RFPI-20 @ 16"0.C. 9-1/2 RFPI-20 @ 16"O.G. 9-1/2 RFPI-20 @ 16"O.G. 9-1/2 RFPI-20 5 16°O.G. START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/N6 AREAS: 30psf LIVE LOAD R1 1¢1 1 2psf DEAD LOAD iiniiiii .. Ei Safi:MEM _ _ R 1 • Iruitnit ��__I"I I ,!�. � �� 11,5f DEAD LOAD ROOF LOA 25p5 LIVE L L. i II 1 7 l'i HI_ I II R1 ''- T �1� J� .�3 g9 J9 .l •I' III tt III II I G1.17 . II _ II I :I II L. 5 J� JILIIIII ' 1 � I .7."m .,1!*'"""" ait%tt not ww uMa.w.n R1 I I II I i I I w.. W sm EES hJ a i I 11 : 1-10,Z3 e.e=sfi _ 11 1 14 � bit• ItI Ij ;' :1 Ij H.t ..�.�.. s..l. H:1e3>" R1 ' ,K.wwt° i R2• I I I J JT J Ji .: T+` tvw ,1 1 - il a J J� Jh ®W R1 -45,-,-,------1— ,�� .� -1 T t . J1 _� ai _1 1 4 -- - �11 ft1 -1 ..„,,....".... T, II I 1 it II liij 1 I I tl in w • �yy I R2 x m Q Bd ll it I i _a eJ _ � II ! I H 11 R, it Q1 R1 I,1 I ..rvu:wat•a ke..w. 'u.mnexvp 94 u11 1 RR, I jl I I _ 1 II I1 Ij I li 1 Ii I 11 ',5 5 Q4 RFPI BLOCKING PANELS NTH BEARP161YALL ABOVE k II I j I, 1 I ,: .. II I j j N.T.S. ! i ! it jI II 11 I :I R2 :i . ii 1 Il ( I I I I 2 II Ir i 1 • u I I ii .�i 6 _e J �b -_-- - •••••1 .1_ L y u- - -- _ • I 1 _ _ _JB1_ _ R Il ll, soLn7 BLOCK ALL 1_ _ : II HCR3 j �� ' ll ;I HD 1__ Iii J' �P Bion 3 I � 1 �i �I: ` BB ONroPosr �« jo. I q{ ; �IIM ABOVE. .9 1 j �I �B Y3 1s _,3 Bh err b7 qn r -3 -b b JtIB -R J9 Ij I:.I I I � N@T I I i lP .$ �3 J3 _3 B{I�T I II I BrI50 y a j I': �r; :1„,p, I ! B, , �a _• 11 I lh 4III L. R + 11 , ) E ��—• ' lix H•'�' j'![ ' '' I I : ND i9 I j 11 - - R2 J 1 A& LE.O LI' H:x2 IF Rt I j `I� = *-7---14-'1'='"H' na:-c.- I•" .,.a•---`1 R1 R. ,�,;;',y,�,,�,,....—Tr, -.:x.» ii ', i ::, 2 POST LOAD TRANSFER DETAIL tt i I /� ]!,,,],],],]_,]_,,,„,,.!],,e,„_„_4]:]]. ..]:,/,.._I -_1::::::::.]::_a,•.•_,,,::::,:.„,,]]_•:, 1CONCEPTJ-�_- I_r X CONFORMS TO DESIGN CONCEPT >aa -R, l N z e,o N.r.S. ® CONFORMS TO DESIGN ii Oilt ❑ CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑REVISIONS NOTED � Ll ' ._=_-___.—E;1 )E) �J ❑ NON-CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE&RESUBMIT I ...FOLLOWING MATERIAL LlisT COVERS EITHER CONOINON.-. . I THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORRANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IMPORTANT./ PL 16-321(MAIN) (LOTS 140-194) WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE REFERENCE INSTALLATION POLYGON AMERICAN MODERN 5-PLEX E-T(B)5-7(e) FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Mt4• Material Meth pm 6rada My Ort Lth Tot Lth DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALI.OF WHICH HAVE GUIDE FOR ALL FRAMING wpm Sr 1.T5LVLRIm 1 3/4 9 1/2 1.5E 38 20 T60 OVER Tests strop DRAWING. PRIORITY OVER THIS SHOP DRAWING. DETAILS AND I-JOIST INFORMATION R2 OSB Rim 1 9 1/2 6 16 96 1427R1 BS BEAM s 1/2 i t T/B 2.1E 4 ib 6a By David R Burnett ____ Date 7120/15_- NDR2 Cascade 5.L 24F-V4 3 1/2 10 1/2 Fb-2400 2 14 2B By: Arnold A.Solomon Cate:July 78,2016 HORS Cascade5124F-V4 5 1/2 10 1/3 FC-2400 9 12 108 CT ENGINEERING INC MILBRANDT ARCHITECTS LEGEND: Ell RIaleLern LVL qg OLem LVL 9/4 1/2 1.5E 4 2 8 iii�-� B9 Ri4MLem LVL 1 5/4 1/2 1.5E 5 10 50 MAIN FLOOR JOIST LAYOUT paCifi umber (H j---HANGER GALLOUT Ba &G BEAM 9 1/2 1/2 2.1E 2 6 12 �y Y--( B5 BIiG BEA LYL 1 5/4 1/2 1.5E 9 6 96 B6 BIG BEAM 3 1/2 1/2 2.1E T 4 28 SCALE: 1/4"-1'-O" ® =SUPPORTING POST BT BIG BEAMS 1/2 1/2 2.1E 22 14 308 B8 BIG BEAM 9 1/2 1/2 2.1E 2 16 92 ® =POST LOAD ABOVE B9 &G BEAM s vz v2 znE 2 12 24 & TRUSS COMPANY B10 R IdLem LVL 3/4 1/2 1.5E 2 B 16 R =RIMBOARD JB1 Gt.TS LYL 3/4 1/2 1.5E 11B 3 554 ROSEBURG FRAMING SYSTEM'" J1 RFA-20 3/4 1/2 9 1B 162 Ja RPM-20 3/4 1/2 11 H BB qualify engineered wood products =LVL BLOCKING 10515 SW ALLEN BLVD BEAVERTON,OREGON 9'1005 (503)858-9663 5 RFPI-2o 3/4 2 26 is �oa PLAN: AMERICAN MODERN 5-FLEX E-7(B)IC 1(B) J4 RFA-20 9/4 1/2 O O JB =JOIST BLOCKING PACIFIC LUMBER COPYRIGHT pacific RIc IDLAM LVL RIGIDRIM- J5 RPR-20 3/4 1/2 4 16 64 _ J =JOIST GALLOUT JE, RFA-2o s/4 1/2 12 25 5s6 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 201 6. CUSTOMER: POLYGON JT RFA-20 3/4 1/2 26 26 6T6 The plans may not be re-used or copied,In whole or part,Without written permission from Pacific Lumber A PLAN DATED: 1/1 3/1 6 B -BEAM(FLUSH w/JOIST) J8 RF -2O 5/4 1/2 "10 4 40 Company,which retains copyrights to,and ownership of the plans.Vie of these plans by any other ROMPING FOREST Rasrm(ROTgP6rPRODUOtS J9 RPA-20 8/4 1/2 5 12 60 product supplier other than Pacific Lumber Company is strictly prchibiLed.Unauthorized use or HDR =HEADER(BEAM BELOW JOIST) A I I copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include }■/'��� DESIGNER: KAM/L NENDER50N DATE: 1/1 4/1 6 BBO=BEAM BY OTHERS N1 TH01/950-or-1,95 44 penalties of up to RFPI JYIST H2 ,w�Q,.B,,9 4 PL 1 6-32 1 (MAIN) SHEET: 1 of 2 3 HV410 9 15'-51/2' r 1 .. W-51/2' 1 I 1O' 112' 1 1 r 1 I 1 13'-8' r�5/ E; 1 r N 11'-2 1/2' 1i" 64113 Z le, ce -- et . 1MO.. I il II U.1111 14— I U. 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Z V Z H OVER THIS SHOP DRAWING. By David R Burnett Date 7/21/16 0 W W Q Q c By: Arnold A. Solomon Date: July 20. 2016 0 i W V O T' • CT ENGINEERING INC MILBRANDT ARCHITECTS t J � < W � i -0 ja0 Ore as o _1 Zr