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Plans (56) 13110 s,%. 47.,,4ri�iHr 7r.' rt- X72 / 7 --- oD /e.2____ LEGEND: PLANT STREET TREES: SW ROY ROGERS ROAD -ss- - SANITARY SEWER Pacific FUTURE STREET TREE, TYP. 2"CAL. KATSURA TREE/ SD STORM DRAIN Community CERCIDIPHYLLUM Design w WATER LINE - - JAPONICA, TYP. SIDEWALK 12564 SW Main Street MANHOLE Tigard,OR 97223 ' - -, _"_ i,',.7.‘ - ...._.. i _.. -- 50 --- [T]503-941-9484 — r., 10.00' 7' a CATCH BASIN DATE: 12/08/2016 LANDSCAPE TRACT / ` PUE NIMIIIIIMENNIONNIMIR ;, STREET LIGHT REVISIONS , -- - •- NO DATE DESCRIPTION — — PERIMETER — — _II — EROSION CONTROL 8.27' ," t , 1 �.... — STRAW WATTLE i i / 1 �'\� '/ i, 9.6 308-� -- 30 _ © STREET SECTION, SEE o r — _ CONSTRUCTION DOCUMENTS �� � ,®® o �. - 15.3 _. � _�. y. y LTJ! �� C,�'-'. � !"Sll I I 1 -12.50' — r"., -- - --- __ -- -z �I f ( I -- SETBACK SUMMARY E. 11 / I I - FRONT SETBACK: 12' I i1 / BUILDING. 1 1,RiII EAR SETBACK: 10' 5PLEX-K6D 1 I--I / I, COVERED PATIO: 5' /1 i UFF=318.6 I I 1 SIDE SETBACK:* 0' ] I GFF=309.6 l o I I ] ,i GARAGE SETBACK: 20' TRACT A I 152 153 �1] / PORCH SETBACK: 8 coa E 15�€ i o 155 1 b TRACT P 157 �� 15 ✓ I I i 1 1,066 SF I s° 1] ;I 0.00' - 0.00' 1 ] ;i li_ * FIRE CODE SIDE SETBACK: 3' ] FRONT I_ / I' i` GARAGE �i=1 111 II a. 1 r 1 !� III II�� -, — _111. ' 6.00;_ __ 1=-- - - -`, „-CJI � _ U _- I11 I t --- PUE I I / 1 1 f LOT COVERAGE: I I I I I— 1I I —1 — . Lo �— / 20.00' _ 1 L i p _ -- — - -j — - - - - _ LOT AREA: 1,066 SF RIVER _hu ` o�o�►�er4m��ersws��m��r���riimmir,ro..��Lummo4 ���t, .ciw N\ 7 C BUILDING FOOTPRINT 570 SF TERRACE N „,,IL- 15.3' ���' �` � E R RAC o �- ! 307.7 ____i_ t 308 9 I / I'19. a , - COVERED PORCH: 17 SF NORTHWEST CANTILEVER LIVING SPACE: 10 SF •I-(±,5 MEN �, -- SIDEWALK �� o ~' V -- I T_ 1 ...._ COVERED PATIO: 0 SF 1 WATER METER , 0 QS / [S as DECK AREA: 72 SF SW AUBERGINE TERRACE ® 32.00' LOT 155 TOTAL COVERAGE: 669 SF �<ti __ SS r, ,,_- SS - - -.. ..5s PLOT PLAN S,) SANITARY LATERAL co o 62.8 % I .. .. IMPERVIOUS AREA: 865 SF o 1 . O --1-,,V \ — ..< \ ' __ ' A 7 / / i 4? 1 Fri - r� - - — — r=r --t I --- ---zir _� _ �, C CITY OF TIGARD �, ; vela Hing RIVER TERRACE NORTHWEST (503) 221 -1920 te. 3 o ,q PROJECT NO.: 395-037 % 2S1 W6 I E L6 1c. \J' TYPE: CONSTRUCTION I- i SCALE REVIEWED BY: PRE 9 LOT 155 (R-12, ROW HOME) 10 20 o. co RIVER TERRACE NORTHWEST Q 1 INCH=20 FEET Z 13110 SW AUBERGINE TERRACE r-7,_57---c--t/7 — C)Af'"� LEGEND: PLANT STREET TREES: SW ROY ROGERS ROAD SS SANITARY SEWER Paci fic FUTURE STREET TREE, TYP. 2" CAL. KATSURA TREE/ SD STORM DRAIN Community Design CERCIDIPHYLLUM ----w -- WATER LINE -- JAPONICA, TYP. SIDEWALK 12564SW Main Street MANHOLE Tigard,OR 97223 [] 03-941-9484 _ ''''\ -\H\ _ -7- T 5 5 —- o 10.00' 0 i CATCH BASIN ��II 7 v .v' P _ STREET LIGHT DATE izioBizoae LANDSCAPE TRACT — --------- -• REVISIONS (, PERIMETER— CDC ACDC:)CD � �� — -`- -,� ��- ;t �� `�--,�-� - _ � ,� ���-� � STRAW WATTLE PER � NO. DATEEVI DESCRIPTION , fX I. / NI. / 8.27 f f l ,` i EROSION CONTROL 0 1 '` 309.6 308.9 / —— STREET SECTION, SEE o` 15.3' = CONSTRUCTION DOCUMENTS 1 — — —12.50' — r �——— --pc - --L- - --- III I I I — SETBACK SUMMARY I I ,� /1 �I I 'i FRONT SETBACK: 12' :1 BUILDING: ' 1 y 1` REAR SETBACK: 10' 5PLEX-K6D_ I1 I �/ — j / COVERED PATIO: 5' / , J UFF=318.6 I 1 SIDE SETBACK:* 0' Ili GFF=309.6 /1 I �l GARAGE SETBACK: 20' E 11 '^ 155 i t I PORCH SETBACK: 8' El TRACT A 152 153 1 154 156 IRACT B 157 1 15E co i I 1,066 SF 1 1 11 / 3 CN i 0.00' I F 0.00'-- ' ; -- I * FIRE CODE SIDE SETBACK: 3' I I FRONT f N j I, / GARAGE �I 1 = 1 _ _ _ _ - 11 - o I _ ,6.00'=—�j —Z_I— �' 11 /1 L_,- —_-- — I ti — -I PUE I — 1 I —I •I I l I — LOT COVERAGE: 1 i— /20.00' 1 O _ - - -1,_ 1 — - - - - i — - - -; — 1 l - - - - - LOT AREA: 1,066 SF h / RIVER OJ _ � ''~ _ ��'..�IMMO�r.W�'""��°lAil��1.���.�"�0r, 4 '®�1 � -� L �� ~` BUILDING FOOTPRINT: 570 SF C / 15.3' II \ (3o�.z� ;' TERRACE / o COVERED PORCH: 17 SF -o * I Ln 1 lU/r 308.9 V NORTHWEST RTHWEST I i CANTILEVER LIVING SPACE: 10 SF SIDEWALK �. �W...._ — r ., = COVERED PATIO: 0 SF M 0 as a as I \ as as— WATER METER , DECK AREA: 72 SF SW AUBERGINE TERRACE ® 32.00' LOT 155 LO } TOTAL COVERAGE: 669 SF N s^� �1 ss _ ss ss /. _. PLOT PLAN 2 SANITARY LATERAL o \< M IN\ '\ M 62.8 % f........ IMPERVIOUS AREA: 865 SF C1 1 1 E_ 1• ----- 1 - 1 y' . 1 fI 7 - - - - - - - - - — — - - - CARD r_ / 1--"' ���. ---, e---11---L___—__7„ � __�= _ �`f l�� CST T� S} C r Y ii RIVER TERRACE NORTHWEST (503) 221 -19203 ApIRLvy 'la Hing a C j- PROJECT NO.: 395-037 2 S 1 W ,e. - TYPE: CONSTRUCTION CO V Initials:J . —SREVIEWED BY: PRE LOT 155 (R-12, ROW HOME) SCALE1020 ca RIVER TERRACE NORTHWEST O 1 INCH=20 FEET Z 13110 SW AUBERGINE TERRACE PACIFIC LUMBER COPYRIGHT 2016 ROSEBURG FRAMING SYSTEM— "yam quallry engineered wood products for iodav s builder -ar.R" , =a I' I� These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. k SOLO SLOGS ALL "0°°"""'" , i i� voss r,:o�,eeove The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber 'M'"°„k,„ \� ro se.soo ecn Company,which retains copyrights to,and ownership of the plans.use of these plans by any other RIGIDLAM�LVL RIGIDRI M �/1F m.�w copying of these other than Pacific rightsig s underde the p is strictly Infringes Unauthorized use or aoxeare raaa$r eS0000ns ap32D/a!O f09115,67op oes 'Y�� ` sc�ory ro.osr..so▪ve copying these plans,Infringes the Copyright Act.Infringes face liabilities whirs that Include \� penalties of up to 520,000 per work Infringed,and$700,000 per work Infringed willfully. •II0! a� 4RFPI-JOIST e:�nk=� �k���AIT ���� GONTRAGTOR NOTPS: OES/6N NOTES: :.Nw�.�., 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS :«b"Poi- "'�iO"�hj 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPs BLOCKING PANELS%mH BEARING WALL ABOVE NTS. POST LOAD TRANSFER DETAIL 3 ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA Hrs. (UNLESS NOTED OTHERWISE) OF L/480 4)USE CAUTION WHEN CUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD THIS I5 A PLACEMENT PLAN ONLY 3SO pM L IV AREAS: E LOAD 2sf ELOAD layout is to be used in con junction with 1 psf DEAD LOAD Architectural/Structural plans.Verify all 9-1/2 RFPI-20 5 1 b"0.0. 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.C. shear wall blocking placement and connectors ROOO4OAP/N6: START FRAMING HERE START FRAMING HERE START FRAMING HERE I START FRAMING HEREPurchaser responsible for approving this 25psf LIVE LOAD \ START FRAMING HERE ayout prior to any construction. 1 Tpsf DEAD LOAD R1 ` R1 \ / R, R1 % Ao, K p �. • A . ' (i § f H a rm y F1v • Rt R1 I ., Ili 'i I '1 II I i 1I ! 'i I it i • I el If 1 4 I! II I ';I 11 II i 6 I 'I • 1 i ! i j 1 j I 1 ,I ,�' R, ® CONFORMS TO DESIGN CONCEPT j ! I 1 11 IItt I II i I Ii , ❑ CONFORMS TO DESIGN CONCEPT WITH 11 R, _ _s .� b4 a J� !� Ij I ' ,• i li f �I ''i . .� 4 r- REVISIONS AS SHOWN JI i! 6 al J� �I I 1 .---II j II i I i i) R ❑ NON-CONFORMING—REVISE AND RESUBMIT 11 i ii II I II 11 ii THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ll 1 ,I 1, ! I I; 11 I j it ! 1 I '! '.--- I WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 3 !i ! I I it 1 ._. 1 _ __ t II �• s i� ,"" 'It.Hr7cs i v� H s I �� i11 � 3 DESIGN DRAWINGS�NDFSPECIPICABIONSYALL ROFaYHI�CHAHAVE NCE r1PRIORITY --- T 1 ... -- -_ I ,i iI 1 I � ..J _, _ -- li OVER THIS SHOP DRAWING. ®W R, — ('Hba," J7 J4 �t �, h J7 J _, i 1 h , ' ""-_I - -""" Hj-, i"-""""" Rt D 11 B Arnold A. Solomon Date: July 1B, 2076 N wRz il I ( I u `I �'+ a4 �� • 1 1 I I7 J1 1 l? 4? li .{ l y; x-1 liI ii • 11 I li I I i� I I I i II j 1 II z x Cl,n CT ENGINEERING INC mZ I I II I �i J 1111 Rt 4 'i I 0 11 1n X❑ CONFORMS TO DESIGN CONCEPT xQ T _ I I I is I i I <- �', �! �I a R, i' T' I �� I �I R, Ri i; iI I F _ rn mw CONFORMS TO DESIGN CONCEPT WITH rOP ij II RI I� Cl R, II I R; R;I ! I Cl I II I I! ❑ REVISIONS NOTED Fy II I i! �I it iI I I I i I 0 NON-CONFORMING-REVISE&RESUBMIT I II i ii - I II I I_ I II iI II I I I I .I t. it hHTH IS SHOP DESIGNWCONCEPT BEEN ON REVIEY AVNVD DOES FOR GENOTNERAL RELIEVETHECONFORMANCE Rz 11 II 1 Ii 'I Ii 'I II " i I II I' �+ Rz FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 11 I I 11 i i� ii II I I I DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 11 111 uB,_ i ` ii B1 ILI F f �B 1I II PRIORITY OVER THIS SHOP DRAWING. � cgs '1 R' 4s I By David R Burnett Date 7/20/16 x ''R HI I qP' ' I li I 1 II !' jj 3 3 I 11 I MILBRANDT ARCHITECTS � i Il ,I 1 I i� 1 II ��1 1 I _�- 1 h ll 1r I i II ! I i� 1 ' !1, I I Bali II II I i �i • T' �I 1 a II __ .'7 _'ni' !. 1' i I 11 er i NI' app III 1I h �1 �, .1,11 1 s�ij e7 d 64i I�-11$r .ip .I it if i i -I' 44$'f �i 3 'i -' .I'4ry.13 e k e,l� R2 • 4 -.2 i I ! IIIz TIF'I II 11 I ` I II R3•' Je }Eil' I I I I 1 11 -'Ipl ! i! I I ! L_ �I ,- fI Ii II'1 II _I I I Ii I I!T.. 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R3I �_ 1 3 R� R 1 IJ II I li II )D. 1 /' ��VJ/ PL 1 6—1 22(MAIN) LOTS 152-156 POLYGON ENGLISH REVIVAL 5-PLEX E-6(A)K-6(A) Mrk• Material Width Depth Grade Qtu Cut Lth Tot Lth R1 1./5 LVL Rim 1 3/4 9 1/2 1.5E 39 20 780 R2 055 Rim 1 9 1/2 6 16 96 HDR1 BIG BEAM 5 1/2 11 1/8 2.1E 4 16 64 HDR2 Cascade5.L24F-V4 3 1/2 10 1/2 Fb-2400 2 14 28 /MPORTA'NT./ HORS Cascade 5.1-24F-V4 3 1/2 10 1/2 Fb-2400 9 12 105 REFERENCE INSTALLATION B, RigidLam LVL 1 3/4 9 1/2 1.5E 3 4 12 GUIDE FOR ALL FRAMING 52 RigidLam LVL 1 3/4 9 1/2 1.5E 4 2 8 53 RigidLam LVL , 3/4 9 1/2 1.5E s ,o so DETAILS AND I-JOIST INFORMATION 64 BIG BEAM 3 1/2 9 1/2 2.1E 2 6 12 55 RigidLam LVL 1 3/4 9 1/2 1.5E 3 10 30 11_1 136 SIG BEAM 3 1/2 9 1/2 2.1E 10 4 40 LE6END: 57 BIG BEAM 3 1/2 9 1/2 2.,E 22 14 306 MAIN FLOOR JOIST LAYOUTmil BB BIG BEAM 3 1/2 9 1/2 2.7E 2 16 32 SCALE: 1/4"- 1'-O' p �� HQ--HANGER CALLOUT B9 BIG SEAM 3 1/2 9 1/2 2.,E 2 12 24 J31 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 115. 3 354 ® -SUPPORTING POST J1 RFPI-20 1 3/4 9 1/2 9 18 162 J2 RFPI-20 1 3/4 9 1/2 11 8 66 & TR U S S. COMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 36 14 504 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 32 105 15 SW ALLEN BLVD BEAVERTON,OREGON 97005 (503)858-9663 LB -LVL BLOCKING J6 RFPI-20 1 3/4 9 1/2 14 28 392 J7 RF19I-20 1 3/4 9 1/2 26 26 676 PLAN: ENGLISH REVIVAL 5-FLEX E-6(A)K-6(A) LOTS 152-156 .15 -JOIST BLOCKING JS RFPI-20 1 3/4 9 1/2 10 4 40 CUSTOMER: POLYGON J -JOIST GALLOUT J9 RFPI-20 1 3/4 9 1/2 5 12 60 - PLAN DATED: 1/1 5/16 B ..BEAM(FLUSH w/JOIST) Accessories - HON -HEADER(BEAM BELOW JOIST) H 1 TH01 7 950-or-1779.5 43 - DESIGNER: KAM/L.HENDER50N DATE: 1/1 4/16 H2 HUGO7.81/9 4 _ BBO-BEAM BY OTHERS H3 Hua to 10 PL 1 6 (MAIN) SHEET: 1 of 2 1 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > <START FRAMING HERE • ; START FRAMING HERE START FRAMING HERE START FRAMING HERE 0 IBM3OI d- BM 0 0 I 0 RM}_ 1 a A`�. 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PRIORITY OVER THIS SHOP DRAWING. By: Arnold A.Solomon Date:July 18,2016 By David R Burnett Date 7/20/16 CT ENGINEERING INC MILBRANDT ARCHITECTS H" Products I PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4 X 20 LVL 1 5 JOIST WITH RIM RMI 37-00-DO 1-3/4 X 20 LVL 1 B 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 1-3/4 X20 LVL 2 6 ENGLISH REVIVAL 5-PLEX E-6(A)&K-6(A) LOTS 152-156 I ALL BEAMS AND CONNECTORS PER ENGINEER I BK1 12-00-00 t$/4 X 20 LVL 1 3 Pati umber BK1 11-00-00 7-3/4 X 20 LVL 1 5 PL16-322 UPPER 40 LL BK1=BLOCKING FLOOR LOADING: L,.`j M BOARD BM30 11-00-00 1-3/4 X 20 LVL 2 4 RM1=RI1 .. BK1 10-00-00 1-3/4X20 LVL 1 3 150E & TRUSS 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 RM1 7-00-00 1-3/4 X 20 LVL 1 2 BLOCKING REQUIREMENTS. BM21 5-00-00 1-3/4 X 20 LVL 1 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I BM4 5-00-00 1-3/4 X 20 LVL 2 20 BM2 4-00-00 1-314 X 20 LVL 1 5 QTY I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I p.... .-=-.—.-...... .."--,.... ...=-.—!t RM1 a-0o-0o t-a/a x zo LVL 1 3 ACCESSORIES I��— )/I_ �II BM24 4-00-00 1-3/4 X 20 LVL 2 6 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA J � _ �I RM1 3-00-00 1-3/4X20LVL 1 4 HIT420 86 - _ RM1 2-00-00 1-3/4 X 20 LVL 1 20 OSHEET 2 OF 2 RM1 1-00-00 1-3/4 X20 LVL 1 6 1-3/4 x 20 LVL BLOCKING 70' DO NOT: © HUC416 10 - SCALE: 1/4"=1'-0"on 24"x36"SHEET a oosen,remove,cut or notch y part of the open web joist. ea o 1111111y- CV C413 .8g UE) ; O O. 0 E E LP U ea=r 5'-71i 15'�i 1/2' 1 9'�' _ _ 9'-8 �� r 15'�i 1/2' a 1l2' o 11%21/2' 2 1001 r 1/�' I Iola _ 11-211'2' 1 ° IIr in co i L . , . ----.1. lAr IP al) ra �' Ill -. 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PRIORITY OVER THIS SHOP DRAWING. 0 I- Cl)J in JO , z By: Arnold R. Solomon Date: July 20, 2016 By David R Burnett Date 7/21/16 J (' F' h... CT ENGINEERING INC MILBRANDT ARCHITECTS � a � W Jz WO a - CO a 0- 0