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Plans (73) I 3/if r si4J Aub-rrs-/ re-r /mss ,---,.2.0 7 — (:„ 7/ - LEGEND: Pacific PLANT STREET TREES: s SANITARY SEWER Community 2" CAL. KATSURA TREE/ sD STORM DRAIN SW ROY ROGERS ROAD CERCIDIPHYLLUM yr WATER LINE Design SIDEWALK JAPONICA, TYP. 12564 SW Main Street U MANHOLE Tigard,OR 97223 [T]503-941-9484 FUTURE CURB AND GUTTER, TYP. 1 CATCH BASIN DATE: 12/07/2016 � '� 7�,- REVISIONS T _ 0- STREET LIGHT , \ / 10.00' 7.50 % � STRAW WATTLE PERIMETER No. DATE DESCRIPTION 7-- - \ LANDSCAPE TRACT _` - ` pUE EROSION CONTROL .„r- e —_,/,.._ ;r } / 0STREET SECTION, SEE 1� ;'' I` %� — 8 2T 9 2.43' / I — %r CONSTRUCTION DOCUMENTS 304.1 1 303.2 a Iwo - �am _ 15.3'wirTim= __ 'a > � — -' _ _ _ S I _ _30o SETBACK SUMMARY "F- �i �r _% 1 �� _ FRONT SETBACK: 12' E_�- --- —1_[1,III / I -� ?' _---- 1 ri --_ J =t i ,I I " — I 1----- r REAR SETBACK: 10' 11 I '� r i i 1 r I COVERED PATIO: 5' I �, I I ,� BUILDING: �, 11 I ,� SIDE SETBACK:* 0' °' r' 1 5PLEX-K7D 11 1 4 - �l `UFF=311.0 `-� 1 _ I PORCH SETBACK: 28 ° I " I GFF=302.0 1 " S / 1 ,. .>e,a� I I I 160 jl �I I * FIRE CODE SIDE SETBACK: 3' 15 l� 156 /TRACT1B 157 158 159 162 63 1,066 SF o I [ 0.00' 4I 0.00'-_. 1 _ c, 1 i 1FRONT 1 1 o 11 1 I GARAGE 511 / LOT COVERAGE: o I I 1111 I ! —-- '� _— 1% - -_- ~ori — � 6.00'=- f -_- I -- II _ — �___ � / Z fl --- �I I —J - I 1 LOT AREA: 1,066 SF W _ I l I I I I — I — I I — 11 I — / I — _ RIVER N if li 20.00' 1 _ BUILDING FOOTPRINT: 572 SF TERRACE - \ _� ���i a �►����� m����,1�30���� ���� ��1, —� / \ COVERED PORCH: 32 SF NORTHWEST 15.3 ORTHW o I / CANTILEVER LIVING SPACE: 24 SF o °CO / Mir IJiLR ' ' SIDEWALKETERVI 72SF LOT 160 crsi Lo 0 QS C1Sas II SSS as TOTAL COVERAGE: 700 SF PLOT PLAN CV SW AUBERGINE TERRACE O 32.00' SANITARY LATERAL 65.7 % o SS I =� SS r- -SS I ,S S -SS- . SS - SS � `� �v,/ ,,o �\/` a � oO IMPERVIOUS AREA: 867 SF 6 M \ - T, �O noj �� M IImo` N r`\` / v. f ` PLANT (1) STREET �` / t \ tea I I� TREE: 2" CAL. 0 1 ._ �__ L SKYCOLE HONEYLOCUST/ / GLEDITSIA TRIACANTHOS INERMIS ; CITY OF TIGARD / R - — — _;, � , i , -P' - I-- — ; �— Approved k� Plan in Y g 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 3 a Cr- C ^„ !n�}��l�: PROJECT NO.: 395-037 2S1 W6 l "� TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 160 (R-12, ROW HOME) 10 20 co RIVER TERRACE NORTHWEST 0 Z SI 13148 SW AUBERGINE TERRACE 1 INCH=20 FEET I AIJ /7 — CSC// _ LEGEND: Pacific PLANT STREET TREES: ss SANITARY SEWER Community 2" CAL. KATSURA TREE/ SD STORM DRAIN I Design SW ROY ROGERS ROAD CERCIDIPHYLLUM 3 w WATER LINE SIDEWALK JAPONICA, TYP. MANHOLE 12564 SW Main Tgard,OR 97223et [11 503-941-9484 FUTURE CURB AND GUTTER, TYP. CATCH BASIN DATE: 12/07/2016 7----- — � _ 7 , STREET LIGHT REVISIONS �� / 7.50'� � f �/ 10.00' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION LANDSCAPE TRACT1 ____\ __ PUE v, , ` - EROSION CONTROL 0 STREET SECTION, SEE T — r 112 / 1 — — I. �� CONSTRUCTION DOCUMENTS 8.27' it 304.1 .43 303.2'` / ' �— __ ` _ �.__ , d 15.3' .I >___ .; _m. - - c — — im — — - g� — — �. .�' -- ---S. :. 1 _ 300 SETBACK SUMMARY _ F __ F--� FRONT SETBACK: 12' — I _ L I ---- L I I 1� r' ----,� _ �i --- 11 1 �.1, _ -- REAR SETBACK: 10' - ' I I I I I I l 11 I I Ji I :1 COVERED PATIO: 5' ' ? BUILDING 11 ? I ;I I Ii SIDE SETBACK:* 0' Y _ii 5PLEX-K7D I 14 I GARAGE SETBACK: 20' E 1 1UFF=311.0 I I Ir I, PORCH SETBACK: 8' co GFF=302.0 1 1I I / i I ; .I in I 160 1Ln li i I ;I * FIRE CODE SIDE SETBACK: 3' o II 156 Csl i �RACTIB 157 158 ( 159 1,066 5E 'i� 161 IRA ' 162 63 o 11 0.00' 1 1' 0.00'--I I / i I ,1FRONT o I l' . I, GARAGE ' el1 LOT COVERAGE: 1// 1 II L I; 1 j 1 I la I --_t_._,...... — - - Iaf - -- rary 6.00'=- -- l - O I 1 I 1 1 l 1 iiz - 11 I z LOT AREA: 1,066 SF _ I i _ I I I PUE I _ - 1 1II — J F' RIVER w ilN _ / — 20.00' �*- CBUILDING FOOTPRINT: 572 SF TERRACE 3 _ 1I—0 '�_ — ,� PGE AI�����► ,w. .�����r��ID,,.��,rirmaimir 1.�m.���1..����o��u �� - _ COVERED PORCH: 32 SF -4D 11111111 / it FA 11111111111 .15.3'- tor- NORTHWEST 'NM p CANTILEVER LIVING SPACE: 24 SF ��� Ey ra 300.20 y ., 301.31111 N t r� .fm—a-u-�_' "� COVERED PATIO: 0 SF i + IF Imo Lr; "'j WATER METER " %�' lir`�^ � SIDEWALK "' >''' DECK AREA: 72 SF �_ _�' -__--' ii ii:_ LOT 160 CV a as as OS I[S I is S asIIITOTAL COVERAGE: 700 SF PLOT PLAN SW AUBERGINE TERRACE CV O 32.00' SANITARY LATERAL 65.7 % O I 1 / _c / I SS sS !- ,. S 1 __..,S` -S5- SS - SS �- ,v<' II- �� / v'<'- `.;o � a \\/' ON'O IMPERVIOUS AREA: 867 SF ET_ \ PLANT (1) STREET -E° TREE: 2" CAL. 1 11111MIUMIMMF IMMIMWAIIIIMIE SKYCOLE HONEYLOCUST/ IMIIIMIINIIMIIWMIIIIMIIIIIL GLEDITSIA TRIACANTHOS INERMIS / CITY OF TIGARD — — I: ,r ' I— — ---- / —r— , -- - Approved by Planning RIVER TERRACE NORTHWEST (503) 221 -1920 Date: ,V /i--3' 3 O C PROJECT NO.: 395-037 O 2S1 W6 Initials: ✓/ S— TYPE: CONSTRUCTION CO SCALE REVIEWED BY: PRE LOT 160 (R-12, ROW HOME) 0 -3 20 co0 RIVER TERRACE NORTHWEST z 13148 SW AUBERGINE TERRACE 1 INCH=20 FEET PATIO CONDITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 5)ALL BEAMS PER DESIGNER'S PLAN CONG.STEPS CONC.STEPS CONC.STEPS GONG.STEPS GONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING Mill Ma Ma Mill FOR PLUMBING R - - - 5)PROVIDE PROPER SUPPORT AT ALL _ .,�ees:iii�llll Ilti��," i��°,..uii�i'1�ill Ili�ii�"-�-=� �iill Ilu�ii�,°�=%, i �i"- iT�i�I II�uieiiuRT�(:__��_ii� -�r�— SHEARWALLS - 'II li � ! !: I -- _= it -- iIT 1 i THIS ISAPLACEMENT PLAN ONLY. This layout is to be used In con junction with t l i ! I� I I ! AMIE' Architectural/Structural plans-Verify all _ Il 1 Il �, ! i -.I shear wall blocking placement and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING 'urchaser responsible for approving this ayout prior to any construction. PONY WALL PONY GALL PONY WALL PONY GALL PONY WALL DES/6N NOTES: THIS FLOOR SYSTEM PEAS DESIGNED TO MEET OR / EXCEED THE LIVE LOAD / DEFLECTION CRITERIA \..... **DECK CONDITION*** OF L/460 FLOOR LOAD/N6: 4Opsf LIVE LOAD 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"O.G. • 9-1/2 RFPI-20 5 1 6"O.G. 9-1/2 RFPI-20 5 1 6"0.G. 9-1/2 RFPI-20 5 1 6"O.G- 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/N6 AREAS: / 3Op5f LIVE LOAD Rt \ Rt R, R, RI 1 2p5 DEAD LOAD ` ;SPT—r_=��it 7 _ ,!_ 1 I -7 r 1 P - -t`-H I _ I: :I I 1 -w— 'I ! I i! I I II I. ROOFLOAD/N6: R, PIRf! ! it .� ' ! ! ;'w 25p5f LIVE LOAD IV' ! B N 1'1psf DEAD LOAD R1 h .�9 �� _3 �i 11 J8 .�5 .,{9 I I i I .11 I JdL_ .e -� J3 _� 41� -3 Jp J9 a Rt 18.E ', ! �� I ( 1 JP Jt Jh a, -I _ I !• I _ «,, ..N 4a•.� r I '' i I ( II ! n R1 - iS 10 �i m1 _ �� .L" I ,... L. ! T ! 1 dna. 2 T—_! �_ __ HLR ,-._:.`�.". _r H - �' q--, �� 5-HDR34-- II II , Nei. 3^ L 1 II I II i Jtl J Jfi JO �T Jh - JT 1h .I �h4 Ih .i J J�f JY 1Tih R2 I : 1 i454 • 11 11 1 II I2 a� % :' EA Z E L - yy ! I I R� Iii 1 I Rt R; �! R1 !I z, R ; �y,;�R. I- ".°';,AMArilmmarammeig `II 9Q II R1 ! R, it it RI Rt R1 ,, .1B ap ..rtwie.e�.a r �' - i! I I II RFPIBLOGKNG PANELS YRG BEARBIG WALL ABOVE ii H ii i II 1 ii ,2 k I !i i! i' ! il itii ! III I I I II R2 �4 -6 !a 4 I Jb 46 Jp rybRP I H> 3 ti;d i di HI II II 1 JB 111 -� y .._ -.' J ab J., -16I 11 11111 301..%3LOCKZ16„ 1 I I 517,1 I - R2 TO MARI.VDELO),GcS I it ,I'III C 6�ow ro Posr;YET' Iia I 1 I; Tr i 1 !! a4 Jy .! 41 I -' -1T Bh ,h ll i,! I I I Ea \�I��\. a I B 1$ J3 0471 ' Bn -B J� 0'61,1 a' ! �g J B 9 Jp Bttr a JIJ J J9 J Ey, Jr ! T II V RI L I •- a I ,f f 41 II I $ 1d SI, 01 I I , I Dtr T II R, J �z .k ! k z �k z k Ix' r 3 Ba J110 ! II ;� ! I 1' • 1,': I II I I� JJ,O J+o Ala �d I I i I : ir I -! I I 'II I' I I !I it L t,�_dam ... ; _.HDIRsjEti Hk3 -� rR3 ! - its--n.*-::::I j _...,...I—'11--,OS T b I �, -eS " b L_ - 'I I J u LL JCA -,1L..1.. POST LOAD TRANSFER DETALL. 11 LJ __ _-Bi — H 2 R1 _ -7" R1 Ri ... L ___ ! 1 is I__ I � ��. J. J. '-�- R ' ! H. . 1...BiO N.T.S. 2 d. X❑CONFORMS TO DESIGN CONCEPT N CONrORrIS TO DESIGN CONCEPT IMPORTANT-/ aa..FOLLOIMNG MATERIAL LET COVERS EITHER CONDII1ON.«aa I CONFORMS TO DESIGN CONCEPT WITH PL 16-276(MAIN) (LOTS is1-1s1) ri REVISIONS NOTED ElCONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION POLYGON FRENCH REVIVALS-FLEX ET.,5-1(10) REVISIONS AS SHOWN GUIDE FOR ALL FRAMING MrS. Material FNt4 Depth armee Ot5 Gat1_M Tat11h ❑NON-CONFORMING-REVISE&RESUBMIT ❑ NON-CONFORMING-REVISEANDRESUBMIT DETAILS AND I-JOIST INFORMATION R1 1.,5 LVL 35 /2 1.5E 35 20 60 R2 053313 t n 1/2 5 1s Bo THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE HDR,BIG BEAM 5 1/2 11 T/5 2.,E a t6 6+ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP GRATIS HAS BEAN REVIEWED FOR GENERAL CONFOAq'ANCE 1032 Gocede 5,2,1E-V4 9 1/2 10 1/2 FD-2400 2 14 23 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN WITH THE DESIGN CONCEPT GILT ANO DUES NOT RELIEVE THE 10133 0e05e235l 24F-V4 3 1/2 to //2 10.2000 12108DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES ALL OF WHICH HAVE FABRICATOR/VENDOR RESPONSIBILITY OR CONF RKANCE WITH THE Ii- LEGEND: 51 edL.mLVL 1„ ;� 5E 2 t= P�C�fi B2 RIgNLam LVL 1 1 SE a PRIORITY OVER THIS SHOP DRAWING, DESIGN OR,Ari N'S AND SP CIF,FTI- ALL IF WH CH WALE PRIORITY 03 RlgMlam LVL t 9/4 1/2 15E 10 50 CHER TIES SHO. CAIN. B4 BKsBEAM 9 v2 1/2 1E 6 2+ MAIN FLOOR J015T LAYOUT By. DavidRBurnett Date_5/22/16 H =HANGER GALLOUT BS R1551Lem LVL 1 3/4 1/2 5E 12 56 ey, Arnold A Solomon Data,Ju.x 2t,2016 o- B6 0�GBEAM 3 1/2 /2 0,E ; 4 26 SCALE: 1/4"- 1'-0" MILBRANDT ARCHITECTS CT ENGINEERING INC B, CIA BEAM 3 1/2 1/2 2.1E 22 14 306 ® -SUPPORTING POST BB BIG BEAM 3 1/2 1/2 2.1E 2 15 32 COMPANY ® B9 BIG BEAM 1/2 1/2 2.1E 12 24 It& TRUSS =POST LOAD ABOVE B10 BEAM 5 1/2 2.1E oa ,a �, BKG,.,SLVL 3/4 1/2 ,.5E 11B 354 ROSEBURG FRAMING SYSTEM`" R =RIMBOARD RFPI-20 3/4 2 + 5 5 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (505)555-9663 J2 RFP,20 3/4 1/2 t 8 B8 J4 RFPI-2o 3/a 36 14 szoa PLAN:FRENCH REVIVAL 5-FLEX E-7(0)K-1(2) (LOTS 157-1 6 1) LB =LVLBLOCKING J RFPI-20 /a ,2 to o quality engineered wood products for JB =JOIST BLOC-KING J5 RFPI-2o 3/4 /2 2 16 52 PACIFIC LUMBER COPYRIGHT 2016 jb RFPI-20 14 26 542 Theseplans and the designs are copyrighted under Federal LawPacific Lumber Company 2016. RIGIDLAM-LVL RIGIDRIM- CUSTOMER: POLYGON .J -JOIST GALLOUT RFPI-20 1/2 26 25 616 9by p N JB 'RFPI-2o 1/2 6 a 24 The plans may not be re-used or copied,In whole or part,iuithout written permission from Pacific Lumber PLAN DATED: b/20/1 6 ROSEBYR/iFOREST PIBOOVOJy abstnuRT:FORM PROW= RFPI-20 1/2 z 60 Company.which retains copyrights to,and ownership of the plans-Use of these plans by any other B =BEAM(FLUSH W/JOIST) .n0 19001-20 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) A...0W.. copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that Include �`r�� DESIGNER: KAM/L,HENDER50N DATE: b/20/1 6 rH011430 or-rr19.z 42 penalties of up to 520,000 per work Infringed,and 5100.000 per work infringed willfully. 't`RFPF JOIST BBO=BEAM BY OTHERS o, H0001E,/9 a H3 Hu4,o FL 1 6-21 8 (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 a ,, START FRAMING HERE <START FRAMING HERE <START FRAMING HERE 7. 0 0 0 0 0 ,BM6, �6M61 ____ -.----.---70,3!---u- �BM6) BM6__ �BM6� .II- :i.,...,,_.__,„_ ^I(� RM1 �.. = K1 - _ I,RM1 �IL_ ar---a-- cv -z+ -II 1RM11 RM1 II c--U-0,---0--w--II�'J RM1 I v=-v- -- -� 0,- 'II RM1 1 H ; o -s-7- _ - - --.-`viii-' ---1I _A=4- =A=4 -r-� o o} a--11=_e.=... :_-_-_,..' • = - I = - rn ca a, rn a, a, a, a, m L HI II " If t o 0o m m c.8. m 'L,8_ II - o o 0 0 0 0 0 llv v 11 o 0 0 0 o Ilv o 0 4 4 o o r o 0 0 0 o oil-7F mot co m co oo m co IIS O TO LL LL i O8_ ,y 'L` 2 LA LL L. U. U. LL II g 2 II LL LL W LL LL II L- LL g) CD lL LL S LL LL LL LL Li. II R 2 2 LL l2. 2. LL II 8 I 4 4 1 u. N u 4 012-10-15 .m Intl 12- 3-150 11,o1 4 M 23- 12-10-15 II m LL lido LL I q NI- I11 013-0J-0Cma N III �! c, N o '® © a I! 4 s a ,a c IN H 9 ' r iA a W a o. a n _•. 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O se LL REVISIONS NOTED K LL K ' K ' REVISIONS AS SHOWN Q 3 0 NON-CONFORMING-REVISE&RESUBMIT Q 3 Q Q 0 NON-CONFORMING-REVISE AND RESUBMIT - O THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE = O O 1- _ THIS SHOP CRAMS HAS BEEN PEVIERED FOR GENERAL CONFORMANCEWITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE CO CO wHITH THE DESIGN CONCEPT ONLY AND ES NOT RELIEVE THE - FABRGATORNENDOR OF RESPONSIBILITY FDR CONFORMANCE WITH DESIGN - FABRICATOR/VENDOR DF AESPDNSIBILITY FOR CONFORMANCE KITH THE DRAWINGS SPECIFICATIONS AND APPLICABLE CODES ALL OF WHICH HAVE W DESIGN FAIRINGS AND SPECIFICATIONS ALL OF YMICH RAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING_ OVER THIS SO LAMING. By David R Burnett Date 6/22/16 By: Arnold R.Solomon Date:June 21,2016 MILBRANDT ARCHITECTS CT ENGINEERING INC • II I 1 + Products PIotID Length Product Plies Net Qty JOIST WITH RIM 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 I ALL BEAMS AND CONNECTORS PER ENGINEER 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 FLOOR0LOL DING Pacifi \ umber BK1 12-00-00 1-3/4 X 20 LVL 1 3 RM1=RIM BOARD 15DL & TRUSS t, COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 3 REFER TO STRUCTURAL PLAN FOR 6/20/2016 ADDITIONAL POST TRANSFER BK1 10-00-00 1-3/4 X 20 LVL 1 5 BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 7 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN BM6 10-00-00 1-3/4 X 20 LVL 2 10 I RM1 7-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTYI SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 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