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Plans (23) LEGEND: ss SANITARY SEWER Pacific Community SD STORM DRAIN i Desitin 1,61 WATER LINE SW ROY ROGERS ROAD c MANHOLE i 12564 SW Main PLANT STREET TREES: RI sos-OR as 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. _ CATCH BASIN DATE: 10/06/2016 CERCIDIPHYLLUM STREET LIGHT REVISIONS ` STRAW WATTLE PERIMETER 1 NO. DATE DESCRIPTION JAPONICA, TYP fi �; i---.. C LANDSCAPE; LAND PE TRACT _- �;`l ,' EROSION CONTROL - -_- - = INr `- ■.�, STREET SECTION, `= ,z_ ,,- t,, �� - --_ I', f © SEE �;. -- r, 7• CONSTRUCTION DOCUMENTS ,, ,\, fesPUE ----_. ic � ./ f,' / - ,_--- - - — _s — _ _ _ i\ fi _ -- --;> ------- -259 8_ ._..� -. , --:� T� / - - �� _ 15.3'- f __ _ _ - _ ��SETBACK SUMMARY rI - - — — � FRONT SETBACK: 12 diwor1 / _ 262 -= ! 260 258 r-�= �==���- �- - 14.23'. _ .... HIS_-_ ,b- - 256 ---- — _ - --i--- .- �� _ COVERED PATIO: 5' SInF SFTRACK I GARAGE SETBACK: 20' E ? ti I I i 0.00' 214i� 0.00' �...� N I ,,,,,/ i PORCH SETBACK: 8' I v I 1 4 ;1 ; I r 1,096 SF 74111 * FIRE CODE SIDE SETBACK: 3' L ' i BUILDING: ' i I o _ ` l =- I11 I i /� 5PLEX-K7B it I_ 1 TRACT O 210 ' I 211 l 212 213 ;r, UFF=260.5 215 I I 0 209 I I j R GFF=251.5 I1 I LOT COVERAGE: \ 1 y FRONT O ' I I LOT AREA: 1,096SF �� j; i II- , l GARAGE 1� I II RIVER _lir_I—LAG -=— ——il —r 14 of I' LE I o l I L— BUILDING FOOTPRINT: 569 SF TERRACE � — .00'_ _I— — 1 I I I-I — 20.28' \ PUE —— _ _ _ _ t-_—-- , I COVERED PORCH: 34 SF NORTHWEST .-V _ — — -- — — .— O — 71,._ pG� CANTILEVER LIVING SPACE: 54 SF •• �r �.._ 15.3'`, / ch _ (j _ Z�50.7 f////// COVERED PATIO: 0 SF _,, 50 .tet � v � DECK AREA- 72 SF - I NLOT 214 -s a . _ ivv PLANT (1) STREET TREE:g-� L C\I2" CAL. HEDGE MAPLE/ �`__ ------ TOTAL COVERAGE: 729 SF PLOT PLAN 1AI__ �, ACER CAMPESTRE WATER METER I 66.5 % �r 1 a _/71 as I I h 1tS I IMPERVIOUS AREA: 874 SF a - -ass 32.00' SANITARY LATERAL f ! {o _ ��1 15.00' PUBLIC % ,,ss,-- ti STORM EASEMENT e, , \ / N SW BEACH PLUM TERRACEI \, \ IIIVo. II- ` 0 ti .,z t ICITYOFTARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved b//�Y � iCP ° 2C Date: C� /!//ia�n 7 inng PROJECT NO.: 395-037 V 1 W TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE M LOT 214 (R-12, ROW HOME) Initials: 0 ,O 20 tn RIVER TERRACE NORTHWEST 0 Z 13582 SW BEACH PLUM TERRACE 11NCH=20 FEET ` ( PATIO CONDITION J CONTRACTOR NOTES: // 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN CONC.STEPS GONG.STEPS GONG.STEPS CONC.STEPS CONC.STEPS (UNLESS NOTED OTHERWISE) 11M1 MIN Mil EMI 11=dU ' --1`f-.. 1 N 4)FSE CAUTION GHEN GUTTING -" --- — —� — FORPLUMBING ! 11 — __ _ _ - s 5)PROVIDEPROPERSUPPORTATALL 'mocun�(�_______ii�iei:SeiaTil II'i�lrl�ui°rr"�i' � 1�II 111111fF iliii.W i Ii�l—�aujei�iRlliiiiir---6--,---aiIIUNIIIL I I ,I1lown1 �' i 1 shear wall blocking placement and connectors LOAD BEARING LOAD SEARING LOAD BEARING LOAD BEARIN LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. DF_5d6N MOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR ( ***DECK CONDITION** EXCEEOF L/450 THE LIVE LOAD DEFLECTION CRITERIA OFL/480 FLOOR LOAPfN6 4Opsf LIVE LOAD 1 2psf DEAD LOAD • 9-1/2 RFPI-20 a 1 G•O.G. • 9-1/2 RPPI-20 a 1 6.O.C. 9-1/2 RFPI-20 a 1 6"0.C. M-1/2 RFPI-20 5 1 6.O.C. q-1/2 RFPI-20 a 1 6'0.0. START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/ A5: START FRAMING HERE IL START FRAMING HERE 30psf LIVE VE LOAD Rl \ R1 �--''-- —'`\ R1 R1 / 1 2pSf DEAD LOAD iI { l+1)�I "� �I — !I-_ a•-r—I /E I, mo 1- I - "•`��-- i ------r-- R' ROOPLOM/N6: I 1 I ! i I II I i ! 'I 1 I II 1 li I-1-M-, 25psf LIVE LOAD 1',oaf MIFen jfILD 1 I "Jr I • i i ! 1 I I I II II i 1 ¢ I i I 1 i I j l 11 Rt �'r. fi _3 _ .3 .3 3 ( .19 .1 _9 j it i i II 1 it 1 ; 1 I _� -9 .13 _9 _� .19 _9 -3 1�1 N) 1 R1 ...r it i i 1 i I j j I II I 1 _1 Jt _, 1 _t .It 1 1 I it it i II ` ,.<..,..Nn..w •�• i 1 i� i I ! j I jLade*usIs 4. t 1 --I I 1 I N'_a ! iil HDR3 I-.....'.:.1.'i-, _ i HIR9 tll 1 = R 1 \��;.7.,---z- ,„ II ®W Rt •.I ! HD-I I I _1 4 _� 11 .11 _, .I _, 4 _T , ., _n _7 J7 at I I _r , _1 j1 .11 _T alt _, ' H,:"i1 Rt y..{ ' T� n> R2ji ! I I 1 I I � j1 �j �I'21 Hi �rn II � mp`�� i I I I 4 II I II II I I dt_ J�{� I I j m 3 a h in Z 1 i 1 II 11 1 44 I �, II 1 I I I I I IR 'I 1 it R� ; I R1 RI 1 1 RI R1 i i I' i i 1 i i + 1 II 1 �° 'e (i RPM"BLOCKING PANELS Yin BEANIE,MALL ABOVE , Ijl ; i I II I i i 1 _ ;1 I II I i RR 11 Il - I 1 I I RT B. 5 I I 'j i u it ; I ! I I R2 j j I I I i1 �� 1 ii 1 I 1I H I .9 R2 1 I I 1 �i 1 11 1 Il 1 11 I �DRaI 1 iI 1 I 4, .b a 3 — �1 H 9 I �" I XDit9 ;; t L 1 1 JB 11 -� _6-�D _S �5 _ ,II�I' ��I '�- .�1 i t I I i it 1 I ._ R2 I I i I 11 11 11 ._ 1I 1 1 --moi , t-tr T ,II 1 j 3 I 1 i^ , i C DEARms.ARDA CM BLDG. 5DN.OPOST A�� I I 1 i 1 1 j III ; ,�� 1 ! ��III� I i i II 1 B I 11, L lI ilS_ I I 1 q I I I I IBS ��A -, B �fi 1 I ! 1 ED7 11' J9 .1a _9 !?111'/ 'f B+f .9 -• "C �� it I a 91� 1 .19 .4 `9 �' l j 1 I Bi T -� III/\ i - I® �� 1 1 i i ;I `II I '.,i 11, I; 1 111 I ; 1 I II EW Bh i 1 R2 JR 1 'I i 1 ' i �1 II I I 1 1 1 i Il i l ' t ;� I i I II I 1 9 Jz I (At R2 —I i _. I I I_; ! H 5 -- i HD-D I I 1 .. ��._ —..—I 11x- i XD-3 - II i 1 ,a .9 D`R2 POST LOAD TRANSFER DETAIL -- "'� 610 1 H. 2 Rt - 1 1 4 I JILL Rt --R, R1 ! H 2 _ Y N.TS. 11 42/ =y o3 =1 6.-I _ 117-.L.- =7..I.---EJ - j2 4S le ..FOLLOWING MATBIULL LST COVERS EITHER CONDITION.... I El CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT IMPORTANT/ FL 16-289(MAIN) (1.0T821(1.0T8211-215)OT$2 -2,$) ❑ LIA CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION • POLYGON MHUDANMODERNS-PLPX E-1(W K-,(B) REVISIONS NOTED 6UIDE FOR ALL FRAMING Mrk• Materiel Badth Depth 6reda 014 WE LN TotLth REVISIONS AS SHOWN SLVLRIm , 9/a , ,/2 ,.5E 5D 20 lbo I]NON-CONFORMING-REVISE&RESUBMIT DETAILS AND I-JOIST INFORMATION R2 09BRim1 9 1/2 6 16 46 CINON-CONFORMING-REVISE AND RESUBMIT HOR1'BIG BUM 5 1)2 ++ 1/D 2.1E 4 +6 6a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE TOR2 Concede 51.24I-V4 5 +/2 ,o I/2 Hb-2400 2 14 26 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS H)P NG BAS BEEN REVIEWED FOR GENERAL CONFORMANCE HORS Gaxarre$124F-V4 z 1/2 10 1/2 Pb-2400 12 OR FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE LEGEND. B, gq em wL 3/4 1/2 1.9E 3 a 12 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE F.ABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE BOTH TIE B2 RIg10Lem LVL t 5/a t/2 Lze a 2 PRIORITY OVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY �\ B3 RIANLem LVL 51 3/4 1/2 1.5E 5 10 50 MAIN FLOOR JOIST LAYOUT B David R Burnett Date 6/29/16 OVER THIS SKIP OWNING. PacE4umber (H_-HANGER GALLOUT B4 DG BEAM 21/2 z+e 2 6 12 Y�/ B5 RIgHL.mLVL ' '/` 1/2 t.5E 5 12 56 MILBRANDT ARCHITECTSBy: Arnold I,Solomon Date:dune 2B,2016® B6 EDIDS.BEAM 3 1)2 1)2 2.1E 1 e 2DSCALE: 1/4•- 1'-O• TRUSCOMPANY -SUPPORTING POST BT BIG BEAM 3 1/2 1/2 2.1E 22 +a 30a CT ENGINEERING INC BD BID BEAM 5 1/2 1/2 2.1E 2 52 ® -POST LOAD ABOVE I END A 1)2 1/2 2.+E 2 a 1 a 610 Rg 61.15 L 9 9/4 1/2 t.5E 2 D 6 ROSEBURG FRAMING SYSTEM" R -RIMBOARD J 1 REM- 0 LVL 9/4 +/2 +.se ++e 3 552 1051 5 SW ALLEN BLVD BEAVERTON.OREGON 97005 (503)858-9663 Jl RT-20 5/4 1/2 9 1D 162 J2 RRI-20 9/4 1/2 11 D DD LB -LVL BLOCKING J5 REM-20 1)2 56 14 504 qualityengineered wood products lorlodav`3builder* J4 REM-20 3/4 1/2 2 10 20 PACIFIC LUMBER COPYRIGHT 2016 PLAN: AMERICAN MODERN 5-FLEX E--/(B)IC-7(13)JB -JOIST BLOCKING J5 REM-20 3/4 +/2 a +D 9 These plans and the designs are copyrighted under Federal Law byPacifIc Lumber Company RIGIDLAM LVL RIGIDRI M CUSTOMER: POLYGON J -JOIST CALLOUT 6 REM-20 3/4 1/2 2 26 996 p 9copy 9 mean c076. Jl RPR-20 5/4 +/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: 6/22/16 JD REM-20 3/4 1/2 10 4 40 Company,which retaIns copyrights to,and ownership of the plans.Use of these plans by any other 6axav6ar�xfr RRoove7s B -BEAM(FLUSH w/JOIST) J, 12PR-2D 3/4 1/2 5 12 - 60 product supplier other than Pacific Lumber company is strictly prohibited.Unauthorized use or 40 NPR -HEADER(BEAM BELOW JOIST) AGG •orie• copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: 14414 L.NENDER5ON DATE: 6/24/1 6 w Hi 111011950-ar-1,9.s 44 penalties of up to$20,000 per work Infringed,and 8100,000 per work infringed willfully. RFPI-JOIST BBO-BEAM BY OTHERS X2 0000101), q H3 00410 , I[ 6ZnOR�roa0O11O13 FL 1 6-28 (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 S START FRAMING HERE > <START FRAMING HERE ii, START FRAMING HERE 0 0 0 0 0 IBM6I _ 18M6I JBM61 IBM30I Mr M3 RM1 - II - i YYi I M1 I T 's- - �--II �.� �— 1 r -ar--r— .I�n.�. � ii a I►tlt� � K Fig RM1 II r= �--r -�-'1� - "II _ D + � - - _=a„--.----„,- ®31�p L3 1M II--11®SM e�lia 1— �._ ,_.-: _ii o I--.�.r�.u� RE Rt �u.T't t - ._dI6 -r- -1� m iiireal RI q I i+ N vR R11 4 !Mf I / ?u_ LL u- u_ u_ ill o �� 11.11111 A II� m II II® - m @12-11 15 y N Ilm ItIrI- i, C II^ I 12 )-1 II 4 I - . @13-01-0L. III I �a�ielm^�c�amu m . lit e ! ' m I m Ir eI 1 1 -) a r1 .u f "al •� e '"L �- ''-.1 —^—^Iiii —'+——•Ii2'. m In a i c 111111111=IIII ii II -- , Y /lei), 1 ,.'- 4 • ° I MI -.,, NMI Iq.. _ \ +4II A ell ..41 Tr 1\\— t® 1 I _JII ii I , _ .; Mil UlatillIII II g g- 1 i h Lth . _. -. Hyl' 4 --- _ -_i tt . ®moi:: i _ -_- N��Ifl - __._. _ I p N Z i ® ii 1reammumoji I I' 7 QA ! - Q Im 0I ma. _1 0, >- [. III rIj ' 2 •1 19 8 _— III n l MIS In ' ;.Ok 'c q ' —ate " C! II WA. Ili lig 1�w- - 1BM2i_ IT �BM2�� IB Ell IRM1 I 1 0 . - . IN I� I up o slat i I' Idi f . i - a a '-z; i z •1 MEM 1 `t p , J1 II �P , ;1 LL s e a A g 9 S LL e �� _ I i g JRM1L1 IRM1 1-0 n + � Q�-', u� BM24 1-0 ri -0�}TU0 I1JJ S - M1� i� �I® p IL I- �RM1� m �RM1� A [RM1I RM1 SI 0- 1- >- F cc ® CONFORMS TO DESIGN CONCEPT IU 5 cc ❑X CONFORMS TO DESIGN CONCEPT twi 3 w g w '` ❑ CONFORMS TO DESIGN CONCEPT WITH a ¢ ❑ CONFORMS TO DESIGN CONCEPT WITH a a a O a. O a m REVISIONS AS SHOWN to u. REVISIONS NOTED uco 0 ix re uo o ❑ NON CONFORMING-REVISE AND RESUBMIT a NON-CONFORMING-REVISE&RESUBMIT a 3 a 3 a Oo o a I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I I THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ul WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE w N N WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE isBo D`o, FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR SPECIFICATIONS,ENDOR OF NSAND APPLICABLE FOR CONFORMANCE, LLOF WITHIH FMVE io, DRAWINGS, AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. 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 1 — I ---j Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 13/4 X 20 LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 6 RM1 15-00-00 1314 X 20 LVL 1 2 AMERICAN MODERN 5-PLEX E-7(B)&K-7(B) LOTS 211-215 ALL BEAMS AND CONNECTORS PER ENGINEER I RM1 14-00-00 13/4 X 20 LVL 3 Pacrf umber BM23 14-00-00 1-3/4 X 20 LVL 2 2 6 BK1=BLOCKING FLOOR LOADING: BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-289 UPPER RM1=RIM BOARD 40 LL 150E & TRUSS U S S COMPANY BK1 11-00-00 1-3/4 X20LVL 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 RMI 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 I 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 IS A GENERAL GUIDE ONLY. I Its _;___1I BMa 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QTY ��---...—L ..... .. =` —`til BM2 4-00-00 1-3/4 X 20 LVL 1 5 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA =�- — RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 13/4 X 20 LVL z s O HIT420 86 RM1 3-00-00 13/4 X 20 LVL 1 4 SHEET 2 O F 2 RM1 2-00-00 1-3/4 X 20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' RMI 1-00-00 1-3/4 X 20 LVL 1 6 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. Go N ibill >. d Z 1s-51/2' olt 151-5 1/2' 2 13'-0' E .1-P° r ,��1R' 11 r �'�' - r 9'-8 1 ��' 1 I 13.•6' I o c., , , , 11'-2 1/2' ¶31f m 0 \r 0".• a c.) 4000 0 aMUM a v■aaaa_��•��_l v l_._ _a..H _�P •i�a v a..___TO��v 1'___MEW =�mmgrim !mom ;am= viIiiiaii! � IP tin BOO/ORAO� 1111111111/NEIM/H111 IA 0 dzotorm s Lcti 1 --- � x_i17; i Ili�y1�%IQNE n } i .'i y '1 1�.■ 1 ■ Joao mea � , t.' ate .Ell CD ix -. Ch �� HMOIRE HUS2 1 x d �. J immilibi,,_18) am 01_ _1___ _ 12 II EWA' IMS- III ,- - II INWZo a o� oj tir.: wwQ�I-z�Zmw�� d �.ri—S1 �i a. OWZULL�LLOZ ZLL WZ !Q 111 222 J� J Tok J 1-'Q wQFd'KU mI 1 OZDo-zz—wwalea a OUO0w4 i--HJ�LLHZLLZU-•-,OK wN as .:. �—� Wcaiw��W�J�w¢� C O O LLZzC0ww�2 ik a / / ■ w���owv��a 3° aooRz5, -o . —0-F—w— ag 1w m m m / aco • ra izz to °� I ■ 0: 2 Q:12 r W CV c�i CO 1 ri M iiil — 0 Cfl z Z Z ill W O Oco w w w a1.1 0...•: 111•1rr � �� c _ cull, 11.1 _ a ui IMINIIIII L.aaa�,__�. Haat• ate . EE to3 EE 54. �- - GHBP /'�` / 13 3 Fs LU II al I- I a M E 1871/2' I 9'-8' I 9.8" I 9'-8" 101-0' a } m M k 19 1' 181-71R' .I w Y CONFORMS TO DESIGN CONCEPT I 101.1' z o c ® QX CONFORMS TO DESIGN CONCEPT � ❑ CONFORMS TO DESIGN CONCEPT WITH CONFORMS TO DESIGN CONCEPT WITH in 1� REVISIONS AS SHOWN 24"STEP REVISIONS NOTED p c. El NON-CONFORMING-REVISE AND RESUBMIT ❑ NON-CONFORMING—REVISE&RESUBMIT ? O go c THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z Z ZO N 2., WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Zco r y FABRICADAAWINND VENDOR OFSRESPONSIBILITY AFOR OF WHICH WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 0 J V U r co DESIGN DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE (' I_ — O N •y OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. >- I— re o .461 By: Arnold R. Solomon Date: June 28, 2016 By David R Burnett Date 6/29/16 W J W W ` W — CT ENGINEERING INC MILBRANDT ARCHITECTS a & a J Wo Zi- CI / co a a 0