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Plans (25) A1573- 1. 1 t i 5-67 2-.514./ 0-erect, ececv T/ LEGEND: il ss SANITARY SEWER Pacific SD— STORM DRAIN Community I Design W WATER LINE SW ROY ROGERS ROAD12564SW MainStreet PLANT STREET TREES: MANHOLE Tigard,OR 97223 [T]503-941-9484 FUTURE CURB AND GUTTER, TYP. CATCH BASIN 2" CAL. KATSURA TREE/ DATE: 10/06/2016 CERCIDIPHYLLUM „„,,-,..-,•,, \� STREET LIGHT REVISIONS JAPONICA, TYP. \`; a ' 1 STRAW WATTLE PERIMETER ! NO. DATE DESCRIPTION — _ ,, „ 1000 E — \ LANDSCAPE TRACT \ _ CONTROLEROSION 0 CONSTRUCTION DOCUMENT STREET SECTION, SEE _ 7. 1; ;/.. _ / — — / ,r ` PUE �`--- V• J _ ', 14.12 .,, '/ _ I; _ %/ ` ` ,261.1' , �_ . _ — ' 15.3' _ _ - - SETBACK SUMMARY FRONT SETBACK: 12 I REAR SETBACK: 10' 262 -- 2 0 r -_-- ,1 ---I- - 258=--- — — — — — _-- _ _. ---- 256 • --- — �I � COVERED PATIO: 5' r - ---- 254 ---- ---- .,_ — -- Fo I -_— I ? 1 I 1 1 GARAGE SETBACK: 20' E _ i r S �:' 1 0 I r 0.00' 0.00' ( N I E I ', I h 212 i ^' I N PORCH SETBACK: 8' 1 o I 1 3 { 1 1,096 SF * I �, (( ; - I FIRE CODE SIDE SETBACK: 3' 1 I �I ; BUILDING: I -- I, I I / 5PLEX-K7B i I— 1 I TRACT 0 2 209 4 210 i i 211 Er! UFF=262.5 '� 213 214 215 I I a II I, R GFF=253.5 '^ ; I I I LOT COVERAGE: N \ I FRONT I I 4 1 1 GARAGE I I LOT AREA: 1,096 SF I IIm I II I I _— _ f I RIVER ww _ ' — — I ` TF - I -�-'J - I c' I BUILDING FOOTPRINT: 571 SF N --t - -- ---�Ai' L — �” —° I —L J _I l ______C- —_-11TERRACE a �--PUO' —I I 20.12' I I I COVERED PORCH: 40 SF IL N — PUE(71 — - - ■ — —_ — L-- L NORTHWEST O —A — 7 1 pGo _, CANTILEVER LIVING SPACE: 67 SF co — _ _ , \ --� — r� 15.3- V H , COVERED PATIO: 0 SF 252.0 .. _ � � I 251.3 h - 'dam o � I DECK AREA: 72 SF -- _c7i �, 1 vi vl — — , LOT 212 — y} N J WATER METER — \ ,t TOTAL COVERAGE: 750 SF PLOT PLAN N _,_. 9), � �,�,� � - 68.4 % O CIS OS_ �S _ I . l o I IMPERVIOUS AREA: 888 SF 2 - CI' ____32.00' SANITARY LATERAL o f" 'S 5 — _..--, \_,; her f 1'Ai 15.00' PUBLIC STORM EASEMENT SWBEACHTERRACE o \ ' / 1 \ / ,, '+tI I l PLUM ; v ha ,..�� ... ... .— CITY OF TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by/P. la HingIC? a '/'/� PROJECT NO.: 395-037 251 W6 Date: �/ TYPE: CONSTRUCTION �v^j SCALE REVIEWED BY: PRE LOT 212 (R-12, ROW HOME) Initials: t--g t--g 10 20 rn RIVER TERRACE NORTHWEST 0a. 13562 SW BEACH PLUM TERRACE 1INCH=20 FEET z _ -N ,,,,P s1 Ar r 4.Wfall A:le_ AARAag,, LEGEND: il Pacific ss SANITARY SEWER Community SD STORM DRAIN 4 w WATER LINE Design SW ROY ROGERS ROAD '256ard,OR 7223Street U MANHOLE Tigard,OR 97223 PLANT STREET TREES: _ m 503-941-9484 2" CAL. KATSURA TREE/ FUTURE CURB AND GUTTER, TYP. CATCH BASIN " DATE: 10/06/20 16 CERCIDIPHYLLUM { . STREET LIGHT REVISIONS yl l + ���� 10.00' STRAW WATTLE PERIMETER re NO. DATE DESCRIPTION JAPONICA, TYP. , I ��� �_ ;, I 1� _„ LANDSCAPE TRACTS EROSION CONTROL l - -- =___ ,' �; r, _ _ __ STREET SECTION, SEE == y � 7 © CONSTRUCTION DOCUMENTS — , / "� �1 , PUE7---/---------: _ / Ii� / 14.12' — — — — 2 U e u w 6 " 260 _ � __...__- 261 1 J - - 7 _ �_ � �_.—il 15.3' �- --Iro-- - _ — � I , _-- IF —„ —_ — ETBACK SUMMARY ” — b FRONT SETBACK: 12' ...262 _______ _ SETBACK: -260 _ _2587-- c j � ' F____-- �� I � COVERED PATIO: 5' -- —"- JA--_- --256 -- -' _ - } — _ - I 1 zso,I 1 1— ] GARAGE SETBACK: 20 I r 0.00' ! 0.00' . E I h 212 I i ^�' I PORCH SETBACK: 8 14 i'/io96sF , * FIRE CODE SIDE SETBACK: 3 o .-.7,7- I, I BUILDING: ro i 5PLEX-K7B AI TRACT 0 211 j I_ 213 214 1 215 1 0 209 210 ; I ^ UFF=262.5 ^ i I I : I� I, I GFF-253.5 �� , LOT COVERAGE: �, , I 3 FRONT O , [a 1 II GARAGE LOT AREA: 1,096 SF I RIVER LU ;! ---I — ( L - - -- r --- — . r--' N - -- I ❑ `." ' . ❑' I I �I❑ ❑ r o ❑ I BUILDING FOOTPRINT: 571 SF 1 L — — I _[_ J —I 1 — J TERRACE �__ 6.00' _i_ -- _ — 20.12' NORTHWEST �_ — PUE - - �\ ____71.4- [ COVERED PORCH: 40 SF O - - RGA -^ CAN;::II:NG SPACE: 67 SF • co _—_ —25-2 15.3'_ _ 0 SF o T '~ 252.0- 1Lii, . tr ► , MEI _ DECK AREA. 72 SF r o — _A C N N �- �1. LOT 212 o ' `^ �, ^ TOTAL COVERAGE: 750 SF WATER METER A / PLOT PLAN ❑ I . 7 68.4 % QS ���` ilS OS ` IMPERVIOUS AREA: 888 SF 32.00' SANITARY LATERAL �� 1 . o � 15.00' PUBLIC D_ - - '� ` i /A .- STORM EASEMENT �sc1L.- �\ / \ SW BEACH PLUM TERRACE �—�- — ��� , I CITY OF TIGARD 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by TanningGIO 0 2S 1 W6 Date: PROJECT NO.: 395-037 TYPE: CONSTRUCTION n i 9 SCALE REVIEWED BY: PRE CO LOT 212 (R-12, ROW HOME) Initials: / 0 20 co 4. RIVER TERRACE NORTHWEST O1 INCH=20 FEET Z 13562 SW BEACH PLUM TERRACE C PATIO CONDITION J CONTRAGTORNOTES: // 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'S PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.STEPS CONC.STEPS (UNLESS NOTED OTHERWISE) lailil b=. MEM4)USE CAUTION WHEN CUTTING - - - - _ _ �_ FOR.PLUMBING S)PROVIDE PROPER SUPPORT AT ALL Jigi lii�i�i:i2iii�ii�iciriiiii�ii�ll IliIllII iiimK::: i:Sii�i—�ii"riui=ii�11ilirilim llhiiiIIiIil, hII 1111111 shear wall Purchaserrles konsib responsible eat and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING P approving this PONY HALL PONY HALL PONY HALL PONY WALL PONY HALL ayout prior to any construction. DES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA (**DECK CONDITION*4� OFL/480 FLOOR LOAD/N6: 4Opsf LIVE LOAD 1 2p5f DEAD LOAD 9-1/2 RFPI-20 0 16"O.G. 9-1/2 RFPI-20 0 16'O.G. 9-1/2 RFPI-20 a 16'O.G. 9-1/2 RFPI-20 0 16'O.G. 9-1/2 RFPI-20 9 1 b'O.G. START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE SLEEP/LIVE LOAREAS: \ I START FRAMING HERE 30psf LIVE LOAD R. Rt R, RI / RI 12psf DEAD LOAD � — OOFLOAD/N6• T 11 R I 1 T i I � I I—, I 25 Sf LIVE L OAD 1 I I 1 I I I ; P I I I IO .,282_. 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N 9* (y H 9 Il JB ..6 �. o - �. J5 ( �� II 1 1 ' 1 I I i ( , I i I ,a I I I 1 j 1- 3 -4- II' 1 i— R2 -"..91%N....'(I, ,+ I _ DDR TOPDSTABOVE 1 ; 1 I 1 / 1 I Il I ' 9 Tr It.1 } I 1 I I 1 _ I 1 1 1 IIl� a �y I I'e �l is {j _a @n 5;r 1,in 15 .5 .5 .p .p .1tite t 1l or I 1�'- p .p Jo 4 .3 }� T I I Bt t" )\i I i I II II I I I it III I I I I II 67 311 R2 i I I 1 i i2 �a 1 i ( I , 1 I i I 1 I I, 'R _/ .1 • A* i I , I ,� R2 44 -vv-, 1 • I I II 11 Eil i I III R3A_i ,SS i L.� ..—_:. - — I I. iI .. I IR. 3 I I HP l3 • a�I : �h �..—.... I H12,3 ___��1—_{— 11 I 1 l ip �� A z POST LOAD TRANSFER DETAIL a10 : ! H•-2 R1 !! i 1! is ;ll R1 RI ... i R_.. H ; ' –1 NTS. I' pIIR : ` '- L= 1-L 3 11 2 2 ...FOLLOWING MATERIAL LIST COVERS EITHER COMMON... X❑CONFORMS TO DESIGN CONCEPT ® CONFORMS TO DESIGN CONCEPT /MPOR TANT7 I PL t b-289 „ (MAIN) n-o1a z -215? CONFORMS TO DESIGN CONCEPT WITH REFERENCE INSTALLATION POLYGON AMERICAN MODERN 5-PLeu 2-Ye)K.--0¢5) REVISIONS NOTED ❑ CONFORMS TO DESIGN CONCERT WITH GUIDE FOR ALL FRAMING • math *rae ay Out La Tat Lth REVISIONS AS SHOWN SiM1.1sLVL Rim M�nr , 4 9 1/2 1.5E 38 so Tho ❑NON-CONFORMING-REVISE$RESUBMIT DETAILS AND I-JOIST INFORMATION R2 SW SRIMen, , 9 ,/2 6 ,6 ❑ NON-CONFORMING-REVISE AND RESUBMIT HDR1 BIG Bents 5 1/2 ,t T'5 2.1E a 16 6a THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORM NCE HO52 LCFade5L241.-V4 5 1/2 10 1/2 re.2400 2 14 2e WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE THIS SHOP DIMING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE NORD 06xade G124P-V4 3 1/2 , ,/2 'PD-2400 12 toe FABRICATORNENOOR OF RESPONSIBILITY FOR CONFOPNANCE WITH DESIGN WITH THE DESIGN CDN;EPT ONLY AND DOES NOT RELIEVE THE LEGEND. e, R'%]am LVL 3/4 0 1/2 ,.5E 3 a 12 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE F.ABRICATDA/VENDCR OF RESPONSIBILITY FDR CONFORMANCE WITH THE e2 RIRSdLamLVL , 5/4 ,/2 ,.Se a 2 D PRIORITY OVER THS SHOP DRAWING. DESIGN DRAWINGS AND SPECIFICATIDILS ALL OF WHICH HAVE PRIORITY ember �\ 53 RiadLam LVL 1 3/4 1/2 1st 5 10 50 MAIN FLOOR JOIST LAYOUT B David R Burnett Date 6/29/16 OVER THIS SHOP DRAITING. Paoli" ( H -HANGER CALLOUT B4 BIG BEAM s 1/2 1/2 z1e 2 6 12 Y �/ B5 RIglse's LVL 3/a 1/2 ,.5E 3 12 56 SCALE: ,/4•-r-o" M I L B R A H D T ARCHITECTS By: Arno,d R.Solomon Date:June 2B.2016 ® Bb E.BEAM /2 '/2 2.1E T 6 2D -SUPPORTING POST aT BI6DEAM 3 1/2 1/2 2.1E 22 14 Soy CT ENGINEERING INC & TRUSS COMPANY BD BIG BEAM 3 1/2 /2 2.1E 2 32 e -POST LOAD ABOVE 1• SS LO L 5 1/2 1/2 2.5E 2 12 24 .B1 EILKG115L 5/4 ,/2 .1.5E 2 e 16 ROSEBURG FRAMING SYSTEM'" R -RIMBOARD .rat BLKG LTS LVL 5/4 v2 Tse 116 3 354 RFPI-20 s/4 1/2 9 le 162 10515 SW ALLEN BLVD BEAVERTON,OREGON 9-1005 (503)858-9663 LB -LVL BLOCKING J2 RnI-2o z D DD J 9 -20 9/4 1/2 36 14 504 quality engineeredwoodproducts/ortodavtbuilder- JB -JOIST BLOCKING Ja RRI-2o 3/4 1/2 a to 20 PACIFIC LUMBER COPYRIGHT BIG , PLAN: AMERICAN MODERN 5-FLEX E-7(B)1C-1(B) JS RFPI-20 3/4 1/2 4 ,6 Theseplansandthedesi RIGIDLAM LVL RIGIDRIM CUSTOMER: POLYGON J -JOIST CALLOUT J6 RPrI-2o 3/a ,s ,2 2e �Se are copyrighted under Federal Law by Pacific Lumber Company 2016. J RFPI-20 5/4 t/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: 6/22/1 6 JH 5rrF20 3/4 V2 ,O' a 40 Company.which retains copyrights to,and ownership of the plans.Use of these plans by any other ROSEBURG�REST PRODUCTS � B -BEAM(FLUSH w/JOIST) J9 Rrri-2o 5/4 1/2 5 12 60 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) AC4e .. copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: ACAM/L HENDER5ON DATE: 6/24/16 �,, HI TH011350-or-R79.5 44 penalties of up to 520,000 per work Infringed,and S I OODO0 per work infringed Willfully. 40P-4RFPIJOIST BBO-BEAM BY OTHERS H2 1111.411.51/9 IS PL 1 6-28 9 (MAIN) SHEET: 1 of 2 H3 14.1410 9 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > <START FRAMING HERE 0 . START FRAMING HERE > <START FRAMING HERE e <START FRAMING HERE e 0 0 0 0 0 �BM30I _IBM6I __ IBM6� JBM61 !BM30' M.� N IE F CiI p M k p.l:� + RM1 If. r K v e IRM+ OE I --1,----5R-0----v- fl K - I e-v 7 r ,'I RM1I .rye. WI RM1 II -a - RM1 gallogg s�z.xm-�• "�� -kiT�l o0 d� 4 -,� _ fd� a=o •o �s v- ll� °-. �il r I1[ -�_ I .-_'_ , i,.. 2323 ®I2-101-15 m�l 12- 115 II 4 4 �N12-1015 IIm I LLL I` ._ ._ u_ ._ iflla' 1 qct �z�u�-�^�x�^�--—uIa�a M I. W o e} s u u e RI ro CO a .� Ill . e If 13-0-00® III e : me o . . o e a III 1111 li •1111 I k-' '1 E il qrT D 11 , i (i., i ''. i it I II �I) b 1-* r:>8( II - E III =� 111' I .% NL _. -.- R-'l 1 i III a I*O 1 - jt'I a 'SI O IN 1m 4>s< ? � er __ IIS 1 t I1 IN f " J� I�RM11 ITii:: .±iI N — II 1 11.111111 ® � O Xp' 141 Ir elm 19 7 �I ��I1 I, g k[g ID -0-- * I . t ®SI. 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Zo FABRICATOR/VENDOR OF RESPONSIBILITY FDA CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,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 j_ j, + JOISTWITH RIM Products 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 B RM1 15-00-00 1-3/4 X 20 LVL 1 2 AMERICAN MODERN 5-FLEX E-7(B)&K-7(B) LOTS 211-215 ALL BEAMS AND CONNECTORS PER ENGINEER - RM1 14-00-00 1-3/4X20LVL 21 3 Pacrfi umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 FLOOR LOADING BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-289 UPPER BK1=BLOCKING 40 LL BK1 11-00-00 1-3/4 X 20 LVL 1 5 RM1=RIM BOARD 15DL & TRUSS COMPANY 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 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 6 RM1 7-00-00 1-3/4 X 20 LVL I 2 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ BM21 5-00-00 1-3/4 X 20 LVL 1 2 SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. BMa 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QTY �1—I=`�— �� BM2 4-00-00 1-3/4 X 20 LVL 1 5 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA =- RM1 4-00-00 1-3/4X20LVL 1 3 HIT420 86 BM24 4-0D-DO 1-3/4X20LVL 2 6 O SHEET 2 OF 2 RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X 20 LVL 1 20 1-3/4 x 20 LVL BLOCKING 70' DO NOT: RM1 1-00-00 1-3/4 X 20 LVL 1 6 Loosen, remove,cut or notch 0 HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. Co N AM >" d Z 15'-51/2' ..., r I 15-51/? 131-61.r 101-31/r I I' 9'-8' -{ W� hW� -{ 13I 'x' I o vo 2126" I I U 11'--21/2' r 1 m 'I Q 0 �.vl.----i—M—.v.-- —..—.•.re--�I moi,MI v a---..r M—:—va—.--M S.= 111 IA IIIII MI VA IIIN IM NE !ELM MIMI IP Ep mums I � mW10 H 41717 ,,,� -- .�_I�y��l I Iii 1 'Pal � � � , ,RI I 1 INIOKWA m00►ORA6' 901010R� I R EMI t HU6a3 HUSZS L _ � ` is =1( �' _ } os_ F V I L2 Ili) ■ \�I3am _ -J 0coar lb.,1111.7VAIMEMIffill2 D �p F — F OJW �2'J U �._- ���... 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C il co J I- 101-0' -I a w M E 1e-71!? ,I s'� s'-8 - s'-� I I- ,ate a } m `Y' 19'-1' I 18'-71/2' °°LU Y CONFORMS TO DESIGN CONCEPT 10�-1� .cc W aa, ® pX CONFORMS TO DESIGN CONCEPT Z o 0 o El CONFORMS TO DESIGN CONCEPT WITH ri CONFORMS TO DESIGN CONCEPT WITH w ' REVISIONS AS SHOWN 24'STEP REVISIONS NOTED p a 111 NON CONFORMING-REVISE AND RESUBMIT 0 NON-CONFORMING-REVISE& O 2RESUBMIT in a THIS SHOP DRAINING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE Z z v- WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THEZ Z ON H DESIGNADRAWINGSOANDFSRESPONSIBILITYAFOROF CONFORMANCE WITH THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN J V U r 0, DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE 0 ti OVER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. ti W By: Arnold A. Solomon Date: June 28, 2016 By David R Burnett Date 6/29/16 re J t3 W rt I— — CT ENGINEERING INC o O - < z > O a MILBRANDT ARCHITECTS a & a , W � CO 0- a 0