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Plans (26) /145 )- 'i7-- C- LEGEND: "�..� 55 -- SANITARY SEWER Pac11 is SD— STORM DRAIN Fr Community Fr Design W WATER LINE SW ROY ROGERS ROAD ' 12564 SWMain Street MANHOLE Tigard,OR 97223 PLANT STREET TREES: [T]503-941-9484 FUTURE CURB AND GUTTER, TYP. I CATCH BASIN 2" CAL. KATSURA TREE/ DATE: 10/06/2016 „rc CERCIDIPHYLLUM STREET LIGHT REVISIONS JAPONICA, TYP. PERIMETER No. DATE DESCRIPTION ;:= \ fij LANDSCAPERAC EROSION CONTROL �� , i, T- - ., _._. ,. --. ,t ;,t -- --- = 10.19 �` t- k - _ 7.50 STREET SECTIO SEE __ CONSTRUCTION DOCUMENTS —: 0 ,, - �,:. - _ .. - ,7 - _ / �` PUE ' _ - .L---14.39'/ 260.7 260.2 SET npc - - r. BACK SUMMARY 15.3' _ - _ ,r4 mi, 262 �_ __..._ -- 10 -F- -- __, ' FRONT SETBACK 12' 260 _ - _ --- --- _ REAR SETBACK: i a -___-_ -251e -_ 256 - -..=- ._r �— - 0. 1 COVERED PATI 5' �� }1= I •5'0-7 ► I illiliiiil I T 1 I j1 GARAGE SETBACK: 20' e 1 0.00' 0.00' 4�.�_N I N PORCH SETBACK 8' , ° �i I' y h / 213 v �I 1 096 SF �_ * \ I i FIRE CODE SIDE SETBACK: 3' o , !�_" i BUILDING: 1 I I �, 1 �I i 5PLEX-K7B h i 1 TRACT 0 Q 4, 6 210 ' I ; 211 //]1212 UFF=260.5 214 I� 215r ' 1 1 0 20R I, ^' GFF=251.5 IT; �, # I, I ,� ,i� I i I I LOT COVERAGE. CV , I 1 I I Ii \, [ FRONT I I ! j1 1 , ' GARAGE I LOT AREA: 1,096 SF LL, ai L. 1- / -- A - i RIVER ,_" — -—r L■' ❑ ❑ ❑ BUILDING FOOTPRINT: 569 SF LIE — —J _I J I — J 1 I TERRACE � ----:76.00' — _- — H 20.08' -� — "_> PUE —_ J—� ._- I COVERED PORCH: 34 SF NORTHWEST __. ,, _ _ _ _ _ _ _ I O - - l I 4 ^twormiwilmii~prr.MIllo411110111.4111,4 .1....11, CANTILEVER LIVING SPACE: 54 SF J 11440_11141•04111.11111,,,0404110410:11.45•004",- M � 15.3' _- 1 P _ % <j \ 251.3 —\ 7 c� COVERED PATIO: 0 SF Cr) -250.7 . 1 c(71 - ill - DECK AREA 72 SF 0 o � _- - imiii v, \ v, ,- LOT 213 CN r- - -- I \ / WATER METER (---, TOTAL 1 j TOTAL COVERAGE: 729 SF � ' `\ ,--` m JI ,- ... --,Y%—. — —CO PLOT PLAN °' 66.5 % a '2 -- - C15 32.00' , SANITARY LATERAL r (1 t IMPERVIOUS AREA: 874 SF o < I"-:, \,,, / T 5 '; - S _ —_ �_ ,4`-;5 1,...--^ o-� -1) ri fil 15.00' PUBLIC i `' \ `" `t `.„ STORM EASEMENT \ , / h SW BEACH PLUM TERRACE41, U v A v , N OM— v ; �v o '- r -- --T and x ' i I I CITY OF TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved /b�/y la ningCO C Date: (�C PROJECT NO.: 395-037 0 2S1 W6TYPE: CONSTRUCTION O O SCALE REVIEWED BY: PRE ..oLOT 213 (R-12, ROW HOME) Initials: Z-S' 0 10 20 a. co RIVER TERRACE NORTHWEST 0 z a. 13576 SW BEACH PLUM TERRACE 11NCH=20 FEET LEGEND: Pacific ss SANITARY SEWER I COt2�munity SD STORM DRAIN Design , w WATER LINE SW ROY ROGERS ROAD MANHOLE 72564 SW Tgard,OR19722n 3et PLANT STREET TREES: [T]503-941-9484 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. CATCH BASIN DATE: 10/06/2016 CERCIDIPHYLLUM STREET LIGHT is REVISIONS : ?' JAPONICA, TYP. ` Y 10.00' �:� STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ,, �: T -- ti i EROSION CONTROL , / __ — —_ �� — ...�.,.� LANDSCAPE TRACT — - — STREET SECTION, SEE == -x �x - t �., �r t © CONSTRUCTION DOCUMENTS ,r� 10 J \ / )GG ,T— G — — -- — — ,, / ti U fir... — a ''') ----,---L'--' ..._—... �:� 260.2 T_� .- — A..�� 260.7 Kn — — _ d SETBACK SUMMARY — — 4. — — — ; 15.3' -�----- F iim 262 260111MW — FRONT SETBACK: 12' REAR SETBACK 10' _____ ir ' - --F-- ___ _-258 - -- - — _- =1 COVERED PATIO: 5' 1b-'_ -256--�r--...-- lI -- —'_— _ _ _— b 0 i-}�ai So {— I �`1 f GARAGE SETBACK: 20' E Ii I j i 0.00' I 0.00' (`—.- ,.. I C: 1 I 213 1 i `" I IA/ I"T? ',LA \ PORCH SETBACK: 8 I r VI 1,096 SF �• I * FIRE CODE SIDE SETBACK: 3' I BUILDING: � © III I I 1 5PLEX-K7B I I I TRACT O I I 211 212 U FF=260.5 1- 214 215— I °' 209 1 210 I I I i GFF=251.5 I I II I LOT COVERAGE: ' I1 1 L 1 i �i N. L c., 1 � t ' I �' FRONT li 11] 11 1 1 I GARAGE II I I 1 II I LOT AREA: 1,096 SF / RIVER ,_'""—- 1 -— o `.; • ❑i o o o o I I BUILDING FOOTPRINT: 569 SF -�-I- L_ — — J —I _ J I —� I I I TERRACE I --6.00 1-- 20.08' I COVERED PORCH: 34 SF NORTHWEST O - - PGS" 7� ^ 2 I CANTILEVER LIVING SPACE: 54 SF y -t -_-Ls .1►�� M.. :...-41 ������ ► a_� ►s10!„��0� 1.�� .��u _0,y Ln ' I1 \ _-_- , I COVEREDPATIO: 0 SF 1 251.3 — is- _ co 250.7 — _ _nlitv —.. DECK AREA: 72 SF o ? _ 1:72,-- �, N 1I N- TOTAL o — �� WATER METER �, I 0 COVERAGE: 729 SF LOT 213 '-i v,� PLOT PLAN Si 66.5 % ®S GS 4 N OS -- �5 3IMPERVIOUS AREA: 874 SF 32.00' \ SANITARY LATERAL _ 1 o 15.00' PUBLIC t O ;` h SW BEACH PLUM TERRACE @AO I STORM EASEMENT v / hbs --- 0 ti o� , t Cn CITY Y O_F TIGARD c •2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by an IngCIP PROJECT NO.: 395-037 Pl 0. 2S1 W6 Date. REVIEWED BY CONSTRUCTION coPRE LOT 213 (R-12, ROW HOME) Initials: J 0 SCA 10 0 RIVER TERRACE NORTHWEST 0 Z 13576 SW BEACH PLUM TERRACE 11NCH=20 FEET ( PATIO CONDITION ) coNmAcrog mores: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG,STEPS GONG.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) - _ _ - 4)MOMFORPLUMBINGUSE CAUTION N CUTTING __� —...._..—._ —.—.___. ._._-.—_ —_._. MIMI - S PROVIDE PROPER SUPPORT AT ALL iri •• Giw•----IIIlii�;�I2'+er�i��In�B�ie�llIliii�iBaii —i�•r---h�i�nll Ilii ;�+EirSii�i-�Icitanee�,i�ll IIGi�ir•-nc�iG=�i�lei-iFG�i )SHEARWALLSP II lilt __nisi ' TH/510 A PLACEMENT PLAN ONLY Ii 1out is to be used unction all � 11=I shear wall blocking placement and connectors LOAD BEARING LOAD SEARING LOAD SEARING LOAD BEARING LOAD BEARIN purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. 1,E5/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEE ( ***DECK CONDITION***) OF L/450 THE LIVE LOAD DEFLECTION CRITERIA OFL/480 FLOOR LOAD/N6: 4Opsf LIVE LOAD 1 2psf DEAD LOAD q-1/2 RFPI-2O 0 15.0.C. q-1/2 RFPI-20 0 1.5"O.G. 1--/--.1-1/2 RFPI-20 0 15"O.G. F,...1/2 RFPI-20 0.16-0.C. - - .1-1/2 RFPI-2O 0 lb"O.G. START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE E.LEEPLIVELOAREAS: \ START FRAMING HERE 30psf LIVE LOAD 1 2psf DEAD LOAD Rt 9� Y RI .. Rt .W RI / R1 1 Y - r Y " i. .. .. . to• ( ROOF OOPLOAD/N6: IJs• I N I i it 25 5f LIVE i LOAD I I 1 I � p I i I i j i _ r _ o r i_ T I T __y _ _ > $ 0 3 T $ i-t= Z': r I r r �: y 7- ) i ISI ii' ! 1 ii' ! i j i 1 I ! I I ; I I �i'� I j j I ( I l IL 1 'A.', Rt I -'t _� 13 13 �9 �!j _3 I I I• I I I , ! II 1 1 _9 Jo _3 _ }L' JB J3 _3 BL 1 �1..__ 6 `� IIi I� ! ! I i% -I 1 4 RI teime'.n°auw,ro".mu:a...n""ca:n T I' ! I {' _I h i i ' 1 II ! I _, _, _t h 1 �t 'I ! 11 1 I -' r:r-•nw..4 .coy.. . Ili i i1 i - RI21 I I 1 I ! I I11 m,aer:•u !' I ! ,__ jP-" r. .. - b1 • A _--_ - --"--' --__. - i ' ! Ri �I...q.rc. • I ! ! I H[Re 11 HORS H R3 I I! i iI '� .W R1 HD'1 i I _1 .i h 1 1 _1 .1 .i �� _i i� _i �I' _1 .�1 _T I I T _T .,, 47 4T _T it _T I H, 1 --- R1 � `� w R ! 11 m I I i 1 �I' a N ��% 1 W z B j I 1 i i I �i j I d 1 I j I I ! I . OJe'''.1*'''' lid M mp`I I I I I I �� !4 II i 1 i I I _ =34=- I j I ! ! I m X ; s Z I I ' ! j I it I i II iHI i ! I !I i ' L� ..nrywan..Ri..e wpl,,.y.A'�'u ap IL jIk • ( ! Rt 21 Ri 1 I 1 RI Rt I' I i 1 R1 R _ ..L $a 1 : 1 I I R 1 1 I II i I� ! R t R I I1 ! i' II ! Il i -1 -5 8 RPPI BLOCKING PANELS TECH BEARING r1ALL ABOVE I i I ts. ii 1 1 i - - 11 1 I I -.. I I - 11 I i RTS. I ! R2 la I i I! I ! I I IIII 1 II I I it I I I ! ' R3 I h Rk I i9 1° !!I ! X 9 ( 4 ! rH 3 k 1 J L I , - g IF i 'f.t--i--+I --�., 11 I I !i i I ! I i PER DETAIL 1d.mArco i i ' —.'� iii Ni! \ i i I I: 1 I .a I,I I 5BGAR1N6 AREA CY BLOCKS 5Low To.o:TASwR 1 3 J!i I I I II I !4t 3 I i 1 Aill; ii i i 1 II I �IIM 11 'f• 1j i3 Z AL B1 5p1 +BI 9 9 a .9 TBn , ABT _3 9..I 1 a o 1i .a 1-P P 13 J3 _3 07 JP II B �� i j B1 , R2 i i y 1 1a -Z j I 1 'il i:I ,'1 I: �� 2 11 1 1 - sa Br1iI G i '1I I �I 1 1 I I I 1111 1 i t .65'R2�3 _PV.d II I1I ! 11 III 11I I ' _9�_� : HDA R3 1 I.I MD 3 1111 1 MDU3 1 ! i _ L.,..p R� POST LOAD TRANSFER DETAIL .e T ' d! — '4"—^-7----.X1---- -------_ +,-SIL B10 X -3 , R1 i i - R1 R1 ,:'‘P' i R1 NTS. Ii I J II z_.. i i . I...I, I Ba ELI/ 1- �' 1-I 510 I J1 Q-=-_-_:._- I t� � 1 y� I�1. Int-- _ =E-s1 ,� � —iid ""•FOLLOWING MATERIAL LUT COVERS MINER CONDITION""' I X❑CONFORMS TO DESIGN CONCEPT N CONFORMS TO DESiGN CONCEPT - IMPORTANT/ ' PL 16-264(MAIN) 0.016 211-215) ❑CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION POLTDON AMERICAN MODERN 5-1,,,,t3-115)K-T(B) REVISIONS NOTED GUIDE FOR ALL FRAMING .• marmite widen Depen areae wiry LReLth TatLth REVISIONS AS SHOWN R1 1.15LVLRim 1 5/4 4 1/2 ,.5E 56 20 760 ' 0 NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING-REVISE AND RESUBMIT DETAILS AND I-JOIST INFORMATION 0513 RM t a 1/2 6 16 9 6THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORNWNCE HDR,BID BEAM 5 1/2 i 1 iib z1E 4 is 64 THIS SHOP DRAPING HAS BEEN REVISED FOR GENERAL CDNFORMNNCE DR]LaxadeNl24r-V4 3 1/2 0 A Pb-2400 2 26 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FORS Lexedesl24r-V4 5 1/2 10 1/2 Fla-2400 4 12 106 FABRICATORNENDOR OF RESPONSIBILITY'FOR CONFORMANCE WITH DESIGN PITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE LEGEND: e, RAdum LVL 1 5/4 1/2 1.52 5 2 12 DRAWINGS,SPECIFICATIONS,ATA APPUCABLE CODES,ALL OF WHICH HAVE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE PITH TIE B2 RIgNLemAVL 3/4 1/2 1.5E 4 2 6 PRIDRRY OVER TVAS SHOP DRAWING. DEBIDN D.AAPiNGS AND SPECIFICATIDN,R ALL OF PHICN HAVE PRIORITY B3 RIgalLam LVL 1 3/4 1/2 1.5E 2 ,o so MAIN FLOOR JOIST LAYOUT By David R Burnett Date 6/29/16 DYER THIS SHOP DAPPING. � b �� H -HANGER GALLOUT e4 Bib BEAM s +/2 2 z,e 2 6 2 B5 RNJNIam LVL , 3/4 1/2 1.5E 5 12 36 B6 BID BeAM 5 1/2 1/2 2.+E T 4 25 SCALE: 1/4"-1'-0" MILBRANDT ARCHITECTS By: Arnold A.Solomon Date:June 28,2076 ® -SUPPORTING POST B1 SID BEAM S 1/2 1/2 2.1E 22 14 306 CT ENGINEERING INC & TRUSS COMPANY BD B.BEAM 3 1/2 1/2 2.1E 2 12 32 ® -POST LOAD ABOVE By BIDBUM - _ 5 v2 1/2 2.1E 2 12 24 910 RL.K61, L 3/4 1/2 .1.sE 2 ° 16 ROSEBURG FRAMING SYSTEM" R -RIMBOARD -13 1 BLKD L15 LVL 55/44 1/2 +se tqe 10 5664 10515 5W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 rrI-2o 2 2 J2 Rrrl-2o 3/4 1�2 11 6 66PLAN: AMERICAN MODERN 5-FLEX E-1(5)K-9(B) LB -LVL BLOCKING 3 RrP 20 s/a ] 56 14 5oa qualityengineeredwoodproductsfortodav'sbuilder- ./e -J015T BLOCKING J4 ftRI-2D 199-20 3/4 2 2 D 20 PACIFIC WMBER COPYRIGHT 2�JIG J6 RPPI-20 3/4 Iii 1z ae 336 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. RIGIDLAM LVL RIGIDRIM 64 CUSTOMER: POLYGON J -JOIST CALLOUT JT RFPI-20 5/4 1/2 26 26 616 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber PLAN DATED: 6/22/1 6 Ja P.,111-20 3/4 1/2 1 o Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other F�SFevee WREST PRODUCTS q P)IR;ap.E�rrRppLAt B -BEAM(FLUSH w/JOIST) REM-20 3/4 1/2 5 12 eo product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or NPR ..HEADER(BEAM BELOW JOIST) A zarerles copying of these plans,Infringes rights under the Copyright Act.infringes face liabilities that Include DESIGNER. RANI L.HENOERSON DATE: 6/24/1 6 HI TH01 T 450-or-ii i.5 44 penalties of up to$20000 per work Infringed,and$100,000 per work Infringed willfully, RFPI JOIST BBO-BEAM BY OTHERS os WO( 14/410H3 ,a,0 - 4 PL 1 6-2 8 9 (MAIN) SHEET: 1 of 2 20"OPEN WEB JOIST @ 19.2"O.C. 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OVER THIS SHOP DRAWING. By David R Burnett Date 6/29/16 By: Arnold R.Solomon Date:June 28.2016 MILBRANDT ARCHITECTS CT ENGINEERING INC I I + JOIST WITH RIM Products 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 1-3/4 X 20 LVL 1 2 I ALL BEAMS AND CONNECTORS PER ENGINEER AMERICAN MODERN 5-PLEX E-7(B)&K-7(B) LOTS 211-215 RM1 14-00-00 13/4 X 2LVL 3 Pacifi 4 umber BM23 14-00-00 1-3/4 X 200 2 LVL 2 6 FLOOR LOADING: BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-289 UPPER BK1=BLOCKING 40 LL 15DL RM1=RIM BOARD & TRUSS U S S COMPANY BK1 11-00-00 1-3/4X20 LVL 1 5 , BM30 11-00-00 1-3/4 X 20 LVL 2 4 6/24/2016 REFER TO STRUCTURAL PLAN FOR �. BK1 10-00-00 1-3/4 X 20 LVL 1 3 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 14/4 X 20 LVL 2 6 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 13/4X20 LVL 1 2 BM21 5-00-00 1314 X 20 LVL 1 2 _ I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I Its �tl BM4 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QTY �� =` —`�� 5M2 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 HIT420 86 BM24 4-00-00 1-3/4 X 20 LVL 2 6 0 SHEET 2 OF 2 RMI 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' DO NOT: RM1 1-00-00 13/4 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. 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PRIORITY OVER THIS SHOP DRAWING. } h C4 -i y By: Arnold A. Solomon Date: June 28, 2016 By David R Burnett Date 6/29/16 J I-- W I - _ fi Pr w1 z � � 6- a CT ENGINEERING INC MILBRANDT ARCHITECTS _ a 0a J WJ , m a a 0