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Plans / 31l(--1 S w 4)4 cif4G I ,. "i-x 7.--„7 e7/ 7 - e.it,'Ve__3 PLANT STREET TREES: LEGEND: 2" CAL. KATSURA TREE/ SS Pacific SW ROY ROGERS ROAD JD SANITARY SEWER CERCIDIPHYLLUM SD STORM DRAIN Community JAPONICA, TYP. Design SIDEWALK - w -- WATER LINE FUTURE CURB AND GUTTER, TYP. - .- .�- --a 12564 SW MainStreet - 10.00' EI MANHOLE Tigard,OR 97223 Jr ,, ..__._ SO --=5[7.50' LANDSCAPE TRACT m so3-941-94s4 �0 P = % CATCH BASIN DATE: 12/07/2016 I � — STREET LIGHT ' — �'— _ — - REVISIONS I _ / I I' I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION j - 1 �, ,.. O�JOO 1 1;1 ii, // f N\ / SII, /8 27' �, yLi.., ' -I1 � // � , EROSION CONTROL �y308.9 12.50'` v 307.6 � . _ -- �� ON, SE , (\,1- -T-o -�� 23.x' 0 , STREET SECTION, E — — — ,: CONSTRUCTION DOCUMENTS M , `.. ' — S ,`. -"'� , �,,.--"" [� p� — 7 — I r I� I. -7-- _ -- - _� :--1- - �I r I _: SETBACK SUMMARY 1 1 1 1: BUILDING: I . I r I 111 I I FRONT SETBACK: 12' �/ /i 5PLEX EBD tj REAR SETBACK: 10' 1 1 / if ;r, UFF=318.6 1 I COVERED PATIO: 5' I • GFF=308.4 I I Eg I �. SIDE SETBACK:* 0' ' [ ! i / GARAGE SETBACK: 20' E I I I �t 156 �fI[ [ PORCH SETBACK: 8' rmr Q- TRACT A I 152 153 154 0.15 I 1,604 5F I 1 0RACTIB I , 157 / ; 15 N i� •I 4.00' IL_ f * FIRE CODE SIDE SETBACK: 3' Lg f FRONT .i$ I- I 1 cv GARAGE rl tas l IN ll 0 L--- - ' --- - - - ' -+ - , L -.._ _ � �'' _ - -- 6.00'/--"I � I- ' TI �I I t--- o I PUE/ I I — I 1t I I 1 _I _ LOT COVERAGE: O ( Ab. 1 / _.41._ - 20.00' - I - C jf - - LOT AREA: 1,604 SF w _ . ; RIVER -1.1.1 41PAIMP 411110/MIMEO elk ilioilINAMIPMIMIDOIP 41111.40.11111.41110,_:_111 ,01., rill.411.40,110,.. 11111".1. - - BUILDING FOOTPRINT: 680 SF N /'' 23.1 t TERRACE 1 1 Ili 1 ,ci `� r..T RI 307.7 a / Elyr NORTHWEST 305.9! COVERED PORCH: 55 SF MI pIMIIIII V/� l \ -r CANTILEVER LIVING SPACE: 20 SF "' .� V w IWv COVERED PATIO: 0 SF SIDEWALKSTORM LATERAL i ® t GS Q CIS k CIS CIS 0-7 / } DECK AREA: 92 SF SW AUBERGINE TERRACE e 32.00' SANITARY LATERAL LOT 156 a 1411 / TOTAL COVERAGE: 847 SF PLOT PLAN N \\.<r SS t 2 ® 5N M \ /\ M 52.8 % / M t --t '1 _ f IMPERVIOUS AREA: 1,028 SF -r,', PLANT (1) STREET WATER METER I - _: TREE:2" CAL. .�- ---1 v _l 7 SKYCOLE HONEYLOCUST/ - [ 1 1--,7 CITY �, w DRD _ _ GLEDITSIA TRIACANTHOS INERMIS _ ,;/ IIl j `"` ' ' ` [ " r __ / iikiiliApprovea ....y PAan ing Date: 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Initials: 1 ,R3 0 PROJECT NO.: 395-037 O 2 S 1 W 6 TYPE: CONSTRUCTION REVIEWED BY: PRE `7 (CO LOT 156 (R-12, ROW HOME) 0 SCALE 110 0 RIVER TERRACE NORTHWEST Z 13114 SW AUBERGINE TERRACE 1INCH=20 FEET /"7--C7--2--0/ 7 — 66/03 PLANT STREET TREES: LEGEND: 2" CAL. KATSURA TREE/ ss SANITARY SEWER Pacific CERCIDIPHYLLUM SW ROY ROGERS ROAD I Community JAPONICA, TYP. —SD STORM DRAIN e i Design FUTURE CURB AND GUTTER, TYP.a a .� -- SIDEWALK WATER LINE 12564SW Main Street . 10.00' ® • MANHOLE I Tigard,OR 97223 `ti— 517.50' - TRACT\ LANDSCAPE DATE. 12/07/2016 fff��� ,PUE l,�, _ i -7-:.--- - 'q- - REVISIONS i ,--- STRAW.. _ _ �: _ PERIMETER STREET LIGHT . �, - 1 /`� i STRAW WATTLE PER R No. DATE DESCRIPTION / - y{ - 8.27' / x , _ EROSION CONTROL ;' 308.9 12 50'' \ / 307.6 `, - .` �R- -... �, -�.R -23.t' - .. r - STREET SECTION, SEE L ' I I - r.-, )6k�� � - �= - = � - _ © CONSTRUCTION DOCUMENTS n Fr / .-i V-- - �i� - ;-- _�--- - -- _7- — _--1- �_lbl- -1 •I I r —,' - SETBACK SUMMARY 11 7 II; i 1p BUILDING: I II / I I II€ FRONT SETBACK: 12' I I / ! '5PLEX-E6D I I i L:1 REAR SETBACK: 10' i I / I / UFF=318.6 Il I /� `I �, �, I I �, �____ I, COVERED PATIO: 5' �= I i$ GFF=308.4 I ° I I� i SIDE SETBACK:* 0' o II _ / `) = GARAGE SETBACK: 20' E ! I I 1 153 / . 156 'II 11 1 �' PORCH SETBACK: 8' N. TRACT I A152 1 I 154 Si ,' FIRE CODE SIDE 15 O RACT B 157 15E _ � � i I � � / I 1,604 SF f I I 0.00' - 4.00' I__ SETBACK: 3' N I ! I ; I o FRONT 1--,1 �� l I 1 GARAGE 11 I I ' ' __ —_ !�--- - - J I L LLL-_ , I _L— _ 6.00'---I f--- —I— . II __.-= I II I ,- ? I 1 0 PUE ! I I I \ / II I / —I _ LOT COVERAGE: �- i 20.00' o _ - - - I - - - - LOT AREA: 1,604 SF , ..< f j _.... RIVER L. 11 1,, PGE / - _4111011111,Illo � -' 0110"" :--- = - BUILDING FOOTPRINT: 680 SF 23.1, TERRACE 0, i-0 9I IFF, 1307.7 / i; ' 305 9/ / COVERED PORCH: 55 SF (Ai �J .,,,, - I .;:, � _ 1 �lj� NORTHWEST O Mii- \,.; CANTILEVER LIVING SPACE: 20 SF • , . ,� o ~ COVERED PATIO: 0 SF 0. SIDEWALK STORM LATERAL i as a GS as as- o DECK AREA: 92 SF to SW AUBERGINE TERRACE . 32.00' LOT 156 SANITARY LATERAL TOTAL COVERAGE: 847 SF PLOT PLAN la N \ �' ;�� �^�, o \ ` M ., M 52.8 % o .... ___� f -� ,.... IMPERVIOUS AREA: 1,028 SF c PLANT (1) STREET - WATER METER I TREE: 2" CAL SKYCOLE HONEYLOCUST/ -_ / ' _ _ I` �r. GLEDITSIA TRIACANTHOS INERMIS>z/�f�` A. ; ' ' irp hirriI/ o 2±.\\77,,,..--_--- - - - f - - , r_r=t ";"" — ill CITY OF TIGARD 3 Approved by PI nning P RIVER TERRACE NORTHWEST (503) 221 -1920 0 /Date: ��I1-7-- 3 PROJECT NO.: 395-037 2S1 W6 TYPE: CONSTRUCTION Initials: LQ SCALE REVIEWED BY: PRE LOT 156 (R-12, ROW HOME) 10 20 0 RIVER TERRACE NORTHWEST Z 13114 SW AUBERGINE TERRACE INCH=20 FEET " PACIFIC WMBER COPYRIGHT 2UIB ROSEBURG FRAMING��S�tYSTEM'" . These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2015. quality engineered wood products fW/IJUGIV'$builder'" -,... /I .._ .OSTs rxo"AEOVE The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber i ^.�an.:w" To BEAR„,O eEor. Company.which retains copyrights to.and ownershipof the plans.Use of tese plans byanyother �,I v4�I ' �«R.”-' _ ,III prouct upplier other thanPacificLumber Companis stritly prohibited.unathorizd ue or RIGtDLAM"LVL RIGIDRIM� RING,AREA OF BLOCKS `� BELOW TO POST ABOVE copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that Include ROSEBURG rOi•S/PROaUCI3 ,rpypaaap wueesrparOauCrs Penalties of up to$20,000 per work Infringed,and 6100000 per work Infringed willfully ►/ I�i� '�y�RFPI JOIST �.�„ e„, le 1�•a csronezrvaa,acts h :". CONTRACTOR NOTE5: PBS/6N NOTES: °,54.4'� 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .�"...',�:�""s'�a°° ems, 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR RPM'BLOCKING PANELS IVRH BEARING HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA firs. NTS. (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2p5f DEAD LOAD TH/5/5APLACEMENT PLAN ONLY SOpsfLIV AREAS: This layout is to be used in conjunction with 12pmf DEADVA D 12p5f LOAD Arch9-1/2 RFPI-2O 6 1 6"O.G. 9-1/2 RFPI-20 6.1 6"O.G. 9-1/2 RFPI-20 6 1 6"O.G. shear waturoc ing place plans.Verify all —9-1/2 RFPI-20 61 6'O.G. q-1/2 RFPI-20®1 6"O.G. shear wall blocking placement and connectors. ROOPLOAD/N6: START FRAMING HERE START FRAMING HERE START FRAMING HERE I START FRAMING HERE Purchaser responsible for approving this 25psf DEALIVE LOAD \ START FRAMING HERE ayout prior to any construction. 1 7psf DEAD LOAD 1 RI6 . • RI y .h K t ;yo,1 I p P 1� ! ( II R�• - RI 1 it p q Rt Ri i ; I ' 1 I; I ', i I I ' i II i • .,o,' I j_I II I 1 �f �' I it II ! I I i R' ® CONFORMS TO DESIGN CONCEPT I I II ❑ CONFORMS TO DESIGN CONCEPT WITH R 1 J3 J9 'S" J9 11 I :I I I I I ,' , a REVISIONS AS SHOWN 111 II I; i� LI _5 4 J3 • ii �II I 4 H —R' ❑ NON-CONFORMING-REVISE AND RESUBMIT Y1 �I I; II I �I 1 n ,• Li 'I I i I ,i WITH THE DESIGN II I I 1 _' I � IM � - -- THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Jp 1 1 I� 1 I I y I CONCEPT ONLY AND DOES NOT RELIEVE THE R1 3 i I _ I FABRICATOR/VENDOR I j I CATOA/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 2l I, _ 1( II I I1 I 3 - - HD a -- -p ° - I� R' DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY O W RI F"Dci I ! I ,I 1•- I I �� 1 �II _,�� r OVER HIS SHOP DRAWING. T I Rz I I� II I I � "`' 1 RI z-I By: Arnold R. Solomon Date:July 18, 2016 Q� l R= C)t7 CT ENGINEERING INC II I' i 1 i z t6 mp- I u JI j I I �rn ID z�a I 1 h 1 .a:,, II 0i D �1 �I I :, I I �IH I Ii I ,I ;/'r_ 0 CONFORMS TO DESIGN CONCEPT *4 ; II I R1 I. -1 R1 ! R1 1 i; ;I I M eb i. R, jI R, I R„ I R, I -•` r® CONFORMS TO DESIGN CONCEPT WITH I. II R, R, �I a> REVISIONS NOTED i� II II I 'I �� I �j i i 0 NON-CONFORMING-REVISE&RESUBMIT R� A I I! I� �i ! I I II I I I II II i i ! THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE N III ' I I :I II I I WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I� i 15 I iI I I mu FABR CATORNENDOR OF RESPONSIBWTY FOR CONFORMANCE WITH DESIGN 1 ,1 Je, I IIB1 I11 III I I DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 1.... 4' -_n z 16 4 r.. I' PPE! •Ra •I PRIORITY OVER THIS SHOP DRAWING. p 211 , - $ �r�__.. I rD , �� I By David R Burnett Date 7/20/16 oR. '' li 3 I i 3 13 I; ;; I . T MII BRANDT ARCHITECTS EW I it g I I !I I �1 I; ! I ;I I; 11 4q a ! I• a„ H11 q. r II ' I , as I s6 51 a 67� I $ 1�v t� Js JI a rya' i 11 las$ �i gaJ�a l .1 i 1j II y9 R2 yy 1 I II �t ,a I 1 II 1 I l .• i 1 I I 1 ' Ba I �� I 4 i I, 1 II �_ I i 1 ,i I '1 'III R3 Rz�' ��'���, I ' I 1 1 : I� " le 1 11 1 I ;.� I I t �� .� I-�.yII, i 1 • I R1 -. I_ I v i 1� I i l.)j I .:r.-.- 1 A.li R1 "g'r"' i H-,2 - _-- - ..... 40 -Bal -_ 1, u _,_,E9 E) €(PL 1 6-1 22(MAIN) LOTS 152-156 POLYGON ENGLISH REVIVAL 5-PLEX E-S(A)K-6(A) Mrk• Material Width Depth &rade Gtty cut Lth Tot Lth R1 1.,5LVL Rim 1 3/4 9 1/2 ,.5E 39 20 760 R2 OSB Rim 1 9 1/2 6 16 H6 HDR1 BIG BEAM 5 1/2 11 7/8 2.1E 4 16 64 HDR2 Cascade5.L.24F-V4 3 1/2 10 1/2 Fb-2400 2 14 26 /MPORTANT./ HORS Cascade 5.L24F-V4 3 1/2 10 1/2 Fb-2400 9 12 103 REFERENCE INSTALLATION 51 RlgidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 52 RlgidLam LVL , 3/4 9 1/2 1.5E 4 2 6 GUIDE FOR ALL.FRAMING 53 RlgidLam LVL 1 3/4 9 1/2 1.59 5 10 50 DETAILS AND I-JOIST INFORMATION 54 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 - B5 RlgidLam LVL 1 3/4 9 1/2 1.5E 3 10 30 — 56 5I6 BEAM 3 1/2 1 1/2 2.1E 10 4 40 LEGEND: B, BIG BEAM 3 1/2 9 1/2 2.7E 22 14 Bob MAIN FLOOR JOIST LAYOUT ES BIG BEAM 3 1/2 9 1/2 2.,E 2 16 32 SCALE: 1/4"- 1'-O" PacM 69 BIG BEAM OH —-HANGER GALLOUT 3 ,/2 9 1/z 2.1E z 12 za JB 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E t,6 3 354 ® -SUPPORTING POST J1 RFR-20 1 3/4 9 1/2 9 15 132 J2 RFPI-20 1 3/4 9 1/2 11 5 65 - (Ti -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 36 14 504 & TRUSS COMPANY J4 RFPI-20 1 3/4 9 1/2 2 10 20 R -RIMBOARD J5 RFPI-20 1 3/4 9 1/2 2 16 32 LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 14 26 392 10515 SW ALLEN BLVD BEAYERTON,OREGON 97005 (503)855-9663 JB -JOIST BLOCKING J7 RFPI-20 1 3/4 9 1/2 26 26 676 - J6 RFPI-20 1 3/4 9 1/2 10 4 40 PLAN: ENGLISH REVIVAL 5-PLEX E-6(A)K-6(A) LOTS 152-156 J -JOISTGALLOUT J9 RFPI-20 1 3/4 9 1/2 5 12 60 CUSTOMER: POLYGON -BEAM(FLUSH w/JOIST) Accessories PLAN DATED: 7/13/16 HDR ..HEADER(BEAM BELOW JOIST) H1 THOt7ror-ITT9.5 43 H2 HucCt,.01/t/q DESIGNER: ICAM/L.HENOER50N DATE: 7/14/16 BBC)-BEAM BY OTHERS HS HU4 10 4 10 PL 1 6-5 2 2 (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 1 • START FRAMING HERE <START FRAMING HERE <START FRAMING HERE 0 0 0 0 JBM30I JBM61 BM6 IB i M30 _ K RM1 , 9iRM1 c —a s II RM AY--0--T11-1-0 z . I' -4 RM1 ! =A K • .- RM1 -- - .II IIS 4,— K -� t vR aRM1 o t— fr��. oFTl,e�l°:. �� .:_'_IM�a_ `- o ....a---ar-:-11 rn m rn m rn ll— -. - �. m <o _ 0 0 1 ._ -!4 _o .�at cn �-a� 'off- : ` p- °c--A�- .m- m : _a_.--t -� IT O 1pL tpL 1pl LL LL LL C� JPL S IIS H2 i 'O�I o S p—:p 8dl` 9 [- m m m m m m mll 4 0 0 0 p o....o o Ilv II 0 0 o II 4 o b o 0 0 0 0 1!4 m m m m 1 p E i I m -- LL LL LL LL LL LL LL LL (D m LL LI. LL LL LL LL LL OLL LL LL LL LL LL O q 1 it u_ g 4 a @12-1 4-15 m H 12- 0-1"ir.'1 ll m ®�'4 4 (A l2-10-15 II In - '1¢LL E o v 1 llll��� A®13-01-00: II .6 ill r3 , a 1( 11 1'. 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DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. By: Arnold R.Solomon Date:July 18,2016 By David R Burnett Date 7/20/16 CT ENGINEERING INC MILBRANDT ARCHITECTS __ - - --I— Products P1otID 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 1-3/4X20 LVL z s ENGLISH REVIVAL 5-PLEX E-6(A)&K-6(A) LOTS 152-156 I ALL BEAMS AND CONNECTORS PER ENGINEER 1 m (L, BK1 12-00-00 1-3/4 X 20 LVL 1 3 FLOOR LOADING PaCr umber BKi 11-00-00 1-3/4 X 20 LVL 1 5 BK1=BLOCKING BM30 11-00-00 1-3/4 X20 LVL 2 4 PL16-322 UPPER RM1=RIM BOARD 150E LL 's BK1 10-00-00 1-3/4 X 20 LVL 1 3 15TRUSS .., COMPANY RM1 10-00-00 1-3/4 X 20 LVL 1 7 7/15/2016 REFER TO STRUCTURAL PLAN FOR BM6 10-00-00 1-3/4 X 20 LVL 2 6 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. 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REVISIONS AS SHOWN REVISIONS NOTED W W °' a. ❑ NON-CONFORMING-REVISE AND RESUBMIT ❑ NON-CONFORMING—REVISE&RESUBMIT N to a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE >( X Z In d WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CCNCEPT ONLY AND DOES NOT RELIEVE THE LU O r co FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOP.OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 0ILI = a U L-! OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. (' CO- 11 Ltd D r By: Arnold R. Solomon Date: July 20, 2016 By David R Burnett Date 7/21/16 a -1 16 0 I— ce H v CT ENGINEERING INC MILBRANDT ARCHITECTS � a - w aZ WO a 0