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Plans (-Wee S4 / r'— fry /`7-S7--. e 7 - ce7/C LEGEND: �� Pacific PLANT STREET TREES: ss SANITARY SEWER Community 2" CAL. KATSURA TREE/ SW ROY ROGERS ROAD SD STORM DRAIN Design CERCIDIPHYLLUMw WATER LINE JAPONICA, TYP. �' 12564 SW Main Street CJ 0 MANHOLE Tigard,OR 97223 SIDEWALK [T]503-941-9484 FUTURE CURB AND GUTTER, TYP. M CATCH BASIN DATE: 10/06/2016 --I - STREET LIGHT REVISIONS �_ 7.50 � � . 10.00' \\ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION \ PUE __ . LANDSCAPE TRACT ';; -'__ _.. � \, ter ---;--7----_,2:,„ EROSION CONTROL - (_ __ r STREET SECTION, SEE — _ it _ I _ _ 0 > > - i , 8.27 2.50' 7 I A \ / j• �% ?,� �1 CONSTRUCTION DOCUMENTS > % 305.9 ; 305.0 -sa_ _I - _ �.� - o— " cam — — M 6______-. 300 SETBACK SUMMARY ----- __,- i�� - - _ _______..7 �� IF _- 1 i _ --w . IF __] FRONT SETBACK: 12' --- - -i --- 1 --_ , — � L I I �I �� 1 - , ---- 11 I II -- �` REAR SETBACK: 10', II 1I 11 r BUILDING: I % COVERED PATIO: 5' it I I II l 5PLEX-K7D ;I �I li I I; 1 SIDE SETBACK:* 0' 7. r� L 4 ; r� 4 1 /� 4 GARAGE SETBACK: 20' UFF=313.0 E , I J GFF=304.0 j - L I I , PORCH SETBACK: 8 `' I I I I �, 158 j;r, - I �1 I I .j * FIRE CODE SIDE SETBACK: 3' 15 156 TRACT B 157 1,066 SF $ 159 160 ; 161 U , C 162 jI /63 CN I I I 1I 1 o I 0.00' '� 0.00' _ I' -- I l ` / FRONT o I co L-I Fin I [ Jjj GARAGE �I le LOT COVERAGE: -I-LI --- _— rf I I — ___ �'� I' - - -_- .I --16.00' - I 1 -=-� y`I I ( --L —� �! z LOT AREA: 1,066 SF ° PUE I L° — J �' °l RIVER w I I I I —I I — I— I II I - w / 20.00" N ii ! — — (— ; — _ BUILDING FOOTPRINT: 574 SF TERRACE /- PGE .� — ''` _ - ®.aw.a..A.��� .��.�illog r�i.. ��� .��. �.....� II11� a� �1111AL — COVERED PORCH: 36 SF I , NORTHWEST L.A NIL IC]. � CANTILEVER LIVING SPACE: 24 SF •J 1 co o ll'i I 30�=' 30N.5 11„,i5, _, - , COVERED PATIO: 0 SF LO VI i "; /� WATER METER SIDEWALK V WAN' D �` DECK AREA: 72 SF _ - l _ LOT 158 art Lo aS 1 as as I S — CS +S OSIIIII TOTAL COVERAGE: 706 SF PLOT PLAN CV SANITARY LATERAL SW AUBERGINE TERRACE O 32.00' 66.2 % 6 SO o SS -. ` SS 1 -SS -, S - - 55 N %'I 5 ,/ IMPERVIOUS AREA: 885 SF CITY OF TIGARD 3 Approved by tanning RIVER TERRACE NORTHWEST (503) 221 -1920 Date. PROJECT NO.: 395-037 (7, TYPE TYPE: CONSTRUCTION r. 2S1 W6 Initials: 1L--R SCALE REVIEWED BY: PRE LOT 158 (R-12, ROW HOME) O 10 0 RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13136 SW AUBERGINE TERRACE /4-7:S-7- 2-0/7 - eO//G LEGEND: ,. Pacific PLANT STREET TREES: ss - SANITARY SEWER Community s� STORM DRAIN 2" CAL. KATSURA TREE/ SW ROY ROGERS ROAD k Design CERCIDIPHYLLUM W WATER LINE JAPONICA, TYP. :€ 12564 SW Main Street ® MANHOLE i Tigard,OR 97223 SIDEWALK PIa _ [T]503-941-9484 FUTURE CURB AND GUTTER TYP. t CATCH BASIN c DATE: 10/06/2016 7\ 7.50/moi J /'`'\ - __ )IIke STREET LIGHT REVISIONS 10.00 I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION \\i: , =IMO 1 `/� LANDSCAPE TRACT 4 \� PUE _, ' EROSION CONTROL ,- tom_ _ �� �_ I _ I ,A = - = —;. STREET SECTION, SEE ~ , _ • 0 CONSTRUCTION DOC ]E / ; 1 8.27' 12.50' h ( �� �� \7 T DOCUMENTS \ ill } ii 305.9 ; 305 0 �� �� / / � ... �, �. . i ®� 15.3, �— . _ n � �__ - 300 SETBACK SUMMARY 1 16 _ - ___ �_ FRONT SETBACK: 12' E i f y, 1 Y -- 1 — 1 — 1— I 1 -- �-- ` REAR SETBACK: 10' III / Il I ° 11 I ' COVERED PATIO: 5' S I 1 ' I BUILDING: i r ii I I 1� 15PLEX-K7D I =I I / ii SIDE SETBACK:* 0' 9 11°-�' �' / 'UFF=313.0 /1__4 II - GARAGE SETBACK: 20' r E - I -GFF=304.0 -� 1 PORCH SETBACK: 8' m 1I 1 158 11 /IC * FIRE CODE SIDE SETBACK: 3' in I I 156 TRACT IB 157 1,066 SF11 111 IRA 162 , 63o III 11I 0.00' 1 11 1FRONT UN:IoO. p GARAGE -I 1 / LOT COVERAGE: r—, I co EH I II [ de/I ( -i-- 1 - I•f-'- -_- ~ I - � I' _ _ ! - I --16.00, - - — ' 1 ---1 z f- I I --- / I I - i I --- I -- 1I I --z LOT AREA: 1,066 SF LU PUE L° - .pi e' °J RIVER - I I— I I / —I I — 1111 I - / N _ r f 20.00' — —� — _ BUILDING FOOTPRINT: 574 SF _ _ — — _ — TERRACE �' i PGE 1 ��• _ar .••. �r� •••� � a����.�••�� •� L �E COVERED PORCH: 36 SF — — NORTHWEST LO MI 11/1 II 15.3' J O I III iii Ur CANTILEVER LIVING SPACE: 24 SF .. lig 303.7 r mi, ( 302.5 Ali IN, "' COVERED PATIO: 0 SF Lo 0. 1N+ WATER METER �' SIDEWALK `/' in EMIL \�f DECK AREA: 72 SF M _ ,-- -- LOT 158 CII 1__ TOTAL COVERAGE: 706 SF a as as OS as I ws as PLOT PLAN CII SANITARY LATERAL SW AUBERGINE TERRACE C 32.00' 66.2 % o I S —___. S5 55_. SS 1 S5 SS - SSS S5 ....... IMPERVIOUS AREA: 885 SF `„100 X11 N \ N - - - - ----.. IMIIIIMIIIWIIIIIIMIKIIIMIL _ U l IMF o 0 CITY OF TIGARD C RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by Pla ing3 0 2S 1 W6 1 PROJECT NO.: 395-037 0. Date: '13/ REVIEWED BY. CONSTRUCTPRE ON SCALE CO LOT 158 (R-12, ROW HOME) Initials: --q 0 10 20 RIVER TERRACE NORTHWEST 1 INCH=20 FEET Z 13136 SW AUBERGINE TERRACE PATIO CONDITION CONTRACTOR 1)VERIFY ALLFRAMINGCONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 5)ALL BEAMS PER DESIGNER'S PLAN CONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS CONG.STEPS (UNLESS NOTED OTHERNISE) 4)USE CAUTION WHEN GUTTING NM NM MN _ FOR PLUMBING _ _ - - _ 5)PROVIDE PROPER SUPPORT AT ALL _n4.7447 ii��11 IIuET�n"Ri—ii`��0�i �"^'-'�iT�I i,............,.......„ Ilu�'�@i2ii�i i�i:Je7ui�r�11 II.�'�RTii�-;=:=—_��i�=-' SHEARWALLS I 1 - IIIIiiU1 —-- �i I �I _� THIS/SAPLACEMENT PLAN ONLY. i II This layout is to be used in conjunction with ., t_J sheaArchr all blocking place plans.Verify all 11 E. I I; it �-'' --� shear wall blocking placement and connectors 1' [ ! ,iriot II 1 Purchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING ayout prior to any construction, PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL 12E5/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD ***DECK CONDITION*** AFL/1G5T0ONGRITERIA FLOOR LOAD/N6: 40pSf LIVE LOAD 9-1/2 RFPI-20®1 6-0.C. 9-1/2 RFPI-20 @ 1 6"O.G. PI-1/2 RFPI-20 @ 1 5"O.G. 9-1/2 RFPI-20 49 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 5LEEP/N6AREA5: SOpsf LIVE LOAD R,- R1 4-----=--- .r-'--- ---=---1-- ft--+-r---rRt R1 f/ R1 _ 12psf DEAD LOAD I -- -{ h I I. i� �� � li 1- ROOF LOAD/N6: 1 .I , ( 25psf LIVE LOAD R1 �rII I; 'i i j I .1 I 3 Rt 17psf DEAD LOAD iF/ II 11 1 I I I 1I I 11 ii I 1 R1 i ..R J� .3 .� .V J4 JD }•,9 i d ! I it ! I I J3 .l� J3 _P J �� J9 JR B R1 T3 - (! 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RB, .S 4 J6 JB J6 .4 r • I.. !4r les E i 811 '� I irr- -_ -iL_ b 1 1 r j J" ' T �I,I' P05-Ill-- —ice] TO i 1 Iit_ Ba: : ;RATOPOST R1 , Q1 I I B9 , IMrf L Ba B «a ®T B, JB �N Js J� JN 6 � � I J4 � j Irr IMS 11 IR J J9 0 P J Jt} - 4.f ET J9 BTI , i, I�% L BT B B, RI r.,�y BT B �a I 1 I I k T I ysu 17 -.1 L_ l�� 3 B4 JoJ oJ' i az Jk J, ij I1 11 1 III �� R 42I dz �k Jz I °JIOJgo q# _it 1 p'tp"} -T L r (i'-- ! MD}3 I -.- I HD�3 ! JµLit 1i J;'- L J-IL.-.k -0 .. _R •..'alz. '.' "R^ t "1-r-r^ '+t..a. - k�� 7P,--'� ....... POST LOAD TRANSFER DETAIL 610 .._ HCR2 Rt ( ! ^ DLII.-....Til..-..H1 I. I $i0 NTS .1 a:r.- " T H3 9 .\.,---_,4,LO,---:::,,q,„Ett,r-,4.,,,,,--,_7, , w_i):. ..,, d ©CONFORMS TO DESIGN CONCEPT Zi CONFuRmS TO DhiGN CO1ICtHf IMPORTANT! 1 """FOLLOWING MATERIAL LRT COVERS ERNER CONDIT ON"'•' CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION PL 1 6-2 78(MAIN) (LOTS 151-161) REVISIONS NOTED POLYGON FRENCHREVNAL 5-FLEX E-1051 12-102) REVISIONS AS SHOWN GUIDE FOR ALL FRAMING Pirk I• MaterIWDepth sr.de eke L.tLth Tet Lth ❑NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING-REVISE AND RESUBMIT DETAILS AND I-JOIST INFORMATION S Rt t15 LVL Rim 3/4O 9 1.5E 38 20 60 R2 05B Rim t 9 1/2 5 16 80 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAi1IN3 HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RJR,BIG BEAM 5 1/2 11 t/ 2.1E 4 16 BA WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 0052 52225.5.1-24F-V4 3 1/2 10 1/2Fb•3400 2 14 B DRAWLFABRICATORNENCOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ,mR3 Lesc.555.L2419-V4 9 1/2 10 1/2 192.2400 9 12 105 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES.ALL OF WHICH HAVE FABRICATOR/VENDOR RESPONSIBILITY FOR CONFORMANCE WITH THE LEGEND: Bt RgNLes LVL 1 9/4 1,5E 5 a0 12 PRIORITYOVER THIS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIONS ALLOF WHICH HAVE PRIORITY B2 RgaLem LVL t 3/4 1/2 1.5E 5 BB3 BIG BEA LYL t 3/4 1/2 1.5E 50MAIN FLOOR JOIST LAYOUT By David R Burnett Date_6/22/16UVEA'HIB S.G CAAr1IN�--� B4 BRIG BEAM 9 1/2 1/2 2.1E 4(H}--HANGER GALLOUT B5 IB CWSLVL 13 3/4 1/2 1.5E B 36 MIlBRANDT ARCHITECTS er Areola A.s�I R c31� J�Pezi. le �/ B6 BibBEAM 3 1/2 2.1E T 4 25 SCALE: 1/4"- 1'-0" CT ENGINEERING INC ® BT BK BEAM 1/2 2.1E 22 14 308 pp , MSUPPORTING POST B5 SO BEAM3 +n 2.,E 2 ,6 pt �`RV5PaCili4U111111111111er COMPANY B9 BKS BEAM 1/2 2.1E 12 ® -POST LOAD ABOVE B,D BBLI‘br6BEAM 3/4 1/2 2.5E 5 S ROSEBURG FRAMING SYSTEM" B 1 DOB AM LVL 3 3/4 1/2 1.E 1 lb 3 354 R -RIMBOARD22,1-205,1-20I-20 JJI 2 3/a 2 3/4 /2 9 ,a 162 11 B 88 10515 SW ALLEN BLVD BEAVERTON,OREGON 97005 (505)558-9563 1417,20 3/4 1/2 96 14 504 quality engineered wood products forfodavg builder- LB -LVL BLOCKING Ja 12FP;-20 3/4 1/2 2 10 20PACIFIC LUMBER COPYRIGHT 2D16 JB =JOIST BLOCKING PLAN:FRENCH REVIVAL 5-FLEX E-7(D)K-7(D) (LOTS 157-161) J5 RFP1-20 5/4 in 2 16 52 A J6 R1,121-20 3/4 1/2 ,4 28 396 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGI DLAM LVLICG I D RI M CUSTOMER: POLYGON JT FPi-20 3/4 1/2 26 26 FLAN DATED: 6/20/1 6 .. 12,-20J -JOIST GALLOUT -20 5/4 1/2 6 24 The plans may not Be re-used or copied In whole or part,without written permission from Pacific Lumber ROSERIIRB FOREST MOMS= IPGdERfIR6 fOAYLTFR000Cr5 J9 12,1-20 3/4 In 5 12 60 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other B -BEAM(FLUSH W/JOIST) J10 12FP1-2o 3/4 1/2 6 6 36 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or NOR -HEADER(BEAM BELOW JOIST) Acussona copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that IncludeNI Jam'c DESIGNER: RAMI L.NENDER50N DATE: 6/20/1 6 THOn 950-or-7/9.5 42 penalties of up to$20,000 per work Infringed and$100.000 per work Infringed willfully. RFPi JOIST EEO-SEAM BY OTHERS R3 51.150151.1501.51/9CA111/9 4� 1 (MAIN) SHEET: 1 of 2 « u41 6-21 20"OPEN WEB JOIST @ 19.2"O.C. 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DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP NAMING. By David R Burnett Date 6/22/16 By: Arnold R.Solomon Date:do0621.4016 MILBRANDT ARCHITECTS CT ENGINEERING INC _ 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 1-3/4 X 20 LVL 1 2 FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 157-161 j ALL BEAMS AND CONNECTORS PER ENGINEER j IN RM1 14-00-00 1-3/4 X 20 LVL 1 3 BM23 14-00-00 1-3/4 X 20 LVL 2 6 PL16-278 UPPER BK1=BLOCKING FLOOR LOADING PaC�fi F umber 40 LL BK1 12-00-00 1-3/4 X 20 LVL 1 3 RM1=RIM BOARD 15DL & TRUSS `N\ COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 3 6/20/2016 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 5 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 10 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ RM1 7-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTYI SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. I II� `I II/ `III BM21 5-00-00 1-3/4 X 20 LVL 1 2 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I- �I BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-3/4 X 20 LVL 1 5 A® HIT420 84 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 HUC416 10 Loosen, remove,cut or notch RM1 2-00-00 1-3/4 X 20 LVL 1 20 © SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. RM1 1-00-00 1-3/4 X 20 LVL 1 6 — N V C ai3 �" N � 7 a o -71f! 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Y2 cc cC cc ct ui 1a� a� i01-06z 18 18'-71/2'I I r ow -I 9.-rI I -i I I A- .0 1 C Lu in • Jo E U J Z CONFORMS TO DESIGN CONCEPT CONFORMS TO DESIGN CONCEPT z' ❑ CONFORMS TO DESIGN CONCEPT WITH Z CONFORMS TO DESIGN CONCEPT WITH Q 0 a REVISIONS AS SHOWN ❑ REVISIONS NOTED cc c ❑ NON-CONFORMING - REVISE AND RESUBMIT 11 NON-CONFORMING-REVISE&RESUBMIT _j > THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE a. ix W WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE ` FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I a DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE Z (� �( Z r R OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. z Z J 1-- C By David R Burnett Date 6/21/16 0 w W 10 S By: Arnold R. Solomon Date: June 21, 2016 MILBRANDT ARCHITECTS 0 ~ re a ° a- -7' CT ENGINEERING INC >- � " "' J 6F- F- Er 1.- 00 w� > O jd cc JZ Lu m a a o