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Plans (110) �-i/v-a w `��_ �1ce&A 13 L- / S PLANT STREET TREES: c LEGEND: 2" CAL. KATSURA TREE/ SW ROY ROGERS ROAD " ' f ss SANITARY SEWER Pacific CERCIDIPHYLLUM SD- — STORM DRAIN Community Design JAPONICA, TYP. 0 2016 W WATER LINE \., 12564 SW Main Street In = MANHOLE Tigard,OR 97223 �,, i FUTURE CURB AND GUTTER TYP. L = Al [I]503-941-9484 i1 _i r �:-,,,v ,f' 10.00' CATCH BASIN ,f '' DATE 12/12/2016 L-7_,,-t_ _---T____ - '- - - ;� / . — LANDSCAPE TRACT =' — STREET LIGHT — — _ t �� -\-\-- ___ �_- REVISIONS ------,H,,- _ _ _L-,--77.27----44--= ..-� - 7 50 — % � STRAW WATTLE PERIMETER NO. DATE DESCRIPTION ; ��' PUE �\, ROSION CONTROL \l - _ _ _ '\ 7,". \ .� �� //t - v, - E —_...: � 7 — a --�_ - `;,.. ..�-�""— .9.71' '-' ---- 0 STREET SECTION, SEE _ 275 52-74—.9CONSTRUCTION DOCUMENTS ---.0_ _--_ _ =` S — 276— .— -- _ _ --13.69' — ._ ___ -- SETBACK SUMMARY 272 — ' 1 "" -——— FRONT SETBACK: 12 Int I I' I , --- -- ��o lel I I r REAR SETBACK: 10 I! IIMIll: � r 0.00' 194 ,1 II I 11-HR FIRE COVERED PATIO: 5; a) r h-.7 E I; L, 1 r 4 nor ,.. ., I �1)� �, GARAGE SETBACK: 20 i0. ' BUILDING: 111 3.40' t! PORCH SETBACK: 8 Ii II I NG: # 5PLEX-E5B -� I 1 f- i 11 IF i I 196 * FIRE CODE SIDE SETBACK: 3' 1 \ \ 0 188 189 Iq �; 190 i1, 1191 192 i 193 I UFF=279.9 +�C 1 195 N J I li �; GFF=270.9 \I IIS FRONT 1 le 1 11 1 ,,,i _ I I 1 I i I I I GARAGE 01 ^ 3.28' LOT COVERAGE: =-lam.; --- -- 1 _ - .. ��, �1 __- ° II �o �o--z!a ❑J -o oI--- _I_ • o �/'I I —SIDEWALK I _ Ir O =� I I; LE — J L� I I SII I _ LOT AREA: 1,604 SF w - 1 — — ____ _ ' I L — —LU RIVER N - _ _ — _, — NI_ — — — _ BUILDING FOOTPRINT: 651 SF /_ _ — — A i ,\ TERRACE O, 1 xr .R+���s 1 PG 1 _ — COVERED PORCH: 63 SF NORTHWEST \ \ r Kul ORTHWES — 22.2' , 4 PUE .. O M � vimy' 269.8 >t 269.3 v_ CANTILEVER LIVING SPACE: 104 SF - _ 1rir ` .i, e s f LA vy , — � { \ , ' �, Was;' ii i� _ �>� _ 1 �,- COVERED PATIO: 0 SF .1 ''. r f WATER METER '.a. — 68` DECK AREA: 92 SF o - cs, sl 1 f _ a _ STORMLATERAL �,, as _, TOTAL COVERAGE: 910 SF PLOT PLAN \I 32.00 -4-1- -- (1) \GS I SANITARY LATERAL 56.7 % F-` ,._-�2.�a.-_ -- - $$ --Q1 S J' ........._ rC - S5 I._ .- - y car H SS ► /� .,. 7ti� , --t- _1 t � IMPERVIOUS AREA: 1,100 SF 2 / \ v SW BEACH PLUM TERRACE PLANT (1) STREET TREE: \ , ,y ci \--/L---'" r�lr4 ` ; ; 2f. CAL. HEDGE MAPLE/ - = ;- - I o -- z l 1 / - _ — — , , t – � a7J RIVER TERRACE NORTHWEST (503) 221 -1920 CITY OF TIGARDCP Approved by Pia ning PROJECT NO.: 395-037 P 2S 1 W6 O / TYPE: CONSTRUCTION (R-12, ROW HOME) Date: / SCALE REVIEWED BY: PRE LOT 194 0 ,D o CO RIVER TERRACE NORTHWEST Initials: Z-- — Q 0 1INCH=20 FEET 13410 SW BEACH PLUM TERRACE LEGEND: PLANT STREET TREES: SW ROY ROGERS ROAD ss SANITARY SEWER c Pacific 2" CAL. KATSURA TREE/ .. , �� ? .1 Community CERCIDIPHYLLUM SD STORM DRAIN Den JAPONICA, TYP. s WATER LINE 2564SW w 3 r 2 f' 0 15 12564 SW Main Street -- N ® 0 MANHOLE Tigard,OR 97223 \: ; - FUTURE CURB AND GUTTER, TYP. a z [T]503-941-9484 '•.1 O.00' i _ . DATE: 12/12/2016 �� - / /' �.� - 1r` LANDSCAPE TRACT STREET LIGHT i x} :... ice` € - - . ,n, REVISIONS -- - - _._._ _ J _ - ?T r 7.50' k`' STRAW WATTLE PERIMETER No. DATE DESCRIPTION xk \ EROSION CONTROL 1� - 7 J PUE ''` te. �� ,,. :: - 'j — -- ` ,_ - STREET SECTION, SEE } 0 - -------_ _ - ----- __ 275 5 �- 9.71 . 274.9 " s CONSTRUCTION DOCUMENTS F I - - -►;: - -22.6' . — — iir, 276 _ ,aaaar - L.:_____ - - 2744. --_ 1 r- 13.69' - - -. 11 S — --- r ETBACK SUMMARY 272 -- _ —--- i ---- 1. FRONT SETBACK: 12' h II o REAR SETBACK: 10' I 1 �� I r 1 r 0.00' lP ~ 194 ii i I �I I I 11 1 HR FIRE COVERED PATIO: 5' n - [• 1 7.il f - I` GARAGE SETBACK: 20' E I -: .`-1 f I----' 1 I 1;� 3.40' \ PORCH SETBACK: 8' x BUILDING: \.\\ �' 5PLEX-E5B :� ., q\k _ ua.mom.. ,. . ...,r.. s,.. A .yes•,-.,� _.,„., a.„�,. 188 I 189 _0. I� i 190 j 191 I UFF=279.9 1-ACT I I I 196 I * FIRE CODE SIDE SETBACK: 3' NIII 192 193 ! j CT I I i1 195 ES II I GFF=270.9 +I I ' Ll \\ a 1 i� ,� FRONT I 1 _Ili. GARAGE 40 LOT r-MI --- _ , _ _ ? I I _ O. .28' _ �_. --- COVERAGE: -- 3 7---�I r-- �;F- � � �- �� -- �-s--z '- �---� ���I I -SIDEWALK =- �1 _ Ir O �; L - J — ____ —I — L J •I ■�,I I rj — LOT AREA: 1,604 SF RIVER - -- —- _ L _ 20.6'1'I , -L __ _ BUILDING FOOTPRINT: 651 SF 1T - - - - - - TERRACE 4.4..==0.��a,0��4. �.. 4.00 Pa��"_,.__._ .w11 . � �- EEEGSPACE: 63 i , NORTHWEST pc04 SFx 269.8U0. �• = .., 0 SF o i.' _ - 8 DECK AREA: 92 SF o h WATERMETER .:.r.. ^� ►.., N I LOT 194 o ____- p ---k - STORM LATERAL S as -- TOTAL COVERAGE: 910 SF PLOT PLAN -- \1 �� 32.00' SANITARY LATERAL 56.7 % a SS___ SS p SS 1 SS SS [ 5:* 0._ 5S / -�' ' `, � J 1�- r V I ' IMPERVIOUS AREA: 1,100 SF a —.. \ ,, = ` SW BEACH PLUM TERRACE PLANT (1) STREET TREE: . 1 �. _ \ \ 2 CAL. HEDGE MAPLE/ ._ 11 _: ; i „- it 3,--_ _ _ —�----, — CITY OF TIGARD CP 0 RIVER TERRACE NORTHWEST (503) 221 -1920 Approved by la Hing PROJECT NO.: 395-037 2S1W6 ' TYPE: CONSTRUCTION M Date: SCALE REVIEWED BY: PRE LOT 194 (R-12, ROW HOME) Initials: 0 10 0 0. RIVER TERRACE NORTHWEST 13410 SW BEACH PLUM TERRACE 1INCH=20 FEET 2 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > 0 0 START FRAMING HERE START FRAMING HERE START FRAMING HERE <START FRAMING HERE ' 7. 0 0 0 0 0 BM30 JBM6 JBM6I BM61 fBM30I millmilimill (� II a ei'Tilit r s 'MU �Ihp w n. –II H _-1.-(f� ®II N N N N N N_ (�I A N I'�M M M NII® .Pini i- (� w 1 iy w tl A Ian am h�i'�t1�at $ I °�i� NT uTuis I I]l]EIlJlJ g `a ' ` 10 p 1 "> �'"I°sW'fiTl IiiZ1113»—�• I It �•_IIN3 o Fl II 1IIiIlI!IJI ;mE 1 _^_8m___^_ Ea lain 0 i 11_:_:_^ �•._ll_^._ 1:_,_I�:�1. _.Ili 111 li��� � ���li� �RI I oF05 oF14 P14 F14 �wm�;�e�m. Iml_cm slim I I i I I w j F05 F03 i Ell i F11 F11 J > I 1 + $ F03 lil ®: F03 11111111111111::::::: I F11 Fit I F11 o F03 ®.. F03 »1 F11 Fit !. 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DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY By David R Burnett Date 7/20/16 OVER THIS SHOP DRAWING. By: Arnold R. Solomon Date:July 18.2016 MILBRANDT ARCHITECTS CT ENGINEERING INC i - - [i fi Products JOIST WITH RIM PIotID Length Product Plies Net Qty BK1 37-00-00 1-3/4X20LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4 X20 LVL 1 2 AMERICAN MODERN::321:: K-7 B LOTS 190-194 I ALLBEAMSANDCONNECTORSPERENGINEERRMT 14-00-00 ( ) Paci umber 1-3/4X20LVL BK1=BLOCKING FLOOR 00E DING: RMI=RIM BOARD BK1 11-00-00 1-3/4 X 20 LVL 1 5 15DL & TRUSS SS J COMPANY BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 3 7/14/2016 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 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I RM1 7-00-00 1-3/4 X 20 LVL 1 2 BM21 5-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I Aillhil Its �! �',���7J BM4 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QTY 0 I=`�—I1I BM2 4-00-00 1-3/4 X 20 LVL 1 5 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I —.". .."‘11,--- RMi 4-00-00 1-3/4 X 20 LVL 1 3 HIT420 86 - BM24 4-00-00 1-3/4 X 20 LVL 2 6 _ SHEET 2 OF 2 RM1 3-00-00 1-3/4 X 20 LVL 1 4 RM1 2-00-00 1-3/4 X20 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 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36" SHEET any part of the open web joist. ( PATIO CONDITION-) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL.FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERWISE) 3)ALL BEAMS PER DESIGNER'5 PLAN CONC.STEPS CONG.STEPS CONG.STEPS CONG.STEPS CONG.STEPS (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN CUTTING 1111rimil _ - _ _ FOR PLUMBING 5)PROVIDE PROPER SUPPORT AT ALL --°��—n�iei=iii�1�II Ilu�i�i5i:iil�i—�i"ci3ii�i�11 Il�iiritiuG i�reuii—iMiill, Il Ilu�l�:irin�i—i�iiii4iii�i�llowl" Il* i�i-ei4in�ii—�ili.:��� SHEAR WALLS iIlliiiiii __. it 0111 •I1111111 ' !I :.:.I shearwallblocking placemelnt and connectors LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING Purchaser responsible for approving this PONY WALL PONY WALL PONY WALL PONY WALL PONY WALL ayout prior to any construction. DES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD ***DECK CONDITION*** OF L/4 DEFLECTIONGRITERIA /480 FLOOR LOADING: 40psf LIVE LOAD R.� 1 2psf DEAD LOAD - 9-1/2 RFPI-20 5 15"O.G. • 9-1/2 RFPI-20 5 16"0.C. •. 9-1/2 RFPI-20®15"0.C. I 91-1/2 RFPI-20 0 15"O.G. 9-1/2 RFPI-20 0 15."O.G. START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 5Opsf SLEEPING AREAS: LIVE LOAD R1 R1 R1 1 2psf DEAD LOAD I G' ia o—e - miii.'�.......r:.�G.iii -=--i--- -ii i 7�—'-_Fi.-_ii ii iii�I - ROOFLOAD/N6: ® ! 25psf LIVE LOAD FOIEI I R1 1 1i o, 1 TPSf DEAD LOAD _ li, =MEI - It i1 d •g a3 •Ii, .a i I _ . _ —~ �..-li I ! i� ! .3 .13 3 $ EMI R1 a...e�,..". wuu" i_7, H R3 HORS,I94,----1.:-I....7--- 1 _ ,:�,mS HDR3 'I ' �ww�. ®W R1 -MDQ-1 i..._... _-.. _-.- _1 .1T T .1T l .T T 4 _T T _T �� _R .Il H R1 R1 III J d1W R2 D1 Q iU ! I I 1� I I I -i, li 'IIII{ I,R2 C/U1 I'� wz $4 I ! ! i- It 1 ! ____ A # m ' moi WIp ! I I ! m3 a �� m- - is z1 R 1 I !.� T <N .rra. 9 w-:-.a R1 R 1 Ti R1 .; R _ RI I I3L OKIN 5.72E-f T 21 R1 R1 ! - , as _5 '6 1 R1 ! ! II' R1 I! 15 Q$ RFPI BLOGKM6 PANELS NTH BEARINGWALL ABOVE I � I NTS. ! fd2 I I 112 _ i I 11 R2 I I _T 99 6 ( .b .� J e ..._y__NJRR13 i"C ,) (- - ..HCR3-� !: C'..( .. JB ,_ T l 1 3 133 i , SE orvroPo5lAaovE. CIC I.AREA OF BLOCKS a 1 I TT--; . , 14, '71T-116 Tr' 11-461- ITC„, 7, I �IIl� ! B 4R g13 _ _p _a �3 .3 E?� `f �B7 57 -13 _a 1 .p P 1 $5 fR5 J9 .S _3 0'is1 ! II� BTi 7� T i �� II a1 0� 1 BT s, 1 R2 ! ! z z iz J2 _z _z li ��! I _ )} I R2'3 .3 1 HIIR3 - _ I 1-11723 1 -13 ."' _ Rt =- __ _ - 7 3 POST LOAD TRANSFER DETAIL .... ... ,��`'... I q..=_.>` 1 R1 I I -::- a +.moi ^ JR1 R1 D 3 ..,�.:r .ae Llf I� _4 R2 R RI pct R '- I � H 1 _ I. ' R H 2 N T.S. fir'•. 510 13 a CONFORMS TO DESIGN CONCEPT I�I , ® L,I CONFORMS TO DESIGN CONCEPT CC 1 3 I, El CONFORMS TO DESIGN CONCEPT WITHCONREVISIOFORMNSS TONOTED 2 DESIGN CONCEPT WITH \ / LI 2 2 REVISIONS AS SHOWN �— ——� U NON-CONFORMING-REVISE AND RESUBMITEi NON-CONFORMING-REVISE&RESUBMIT I .""FOLLOWING MATERIAL UST COVERSEITHER CONDITION.... I THIS SHOP DRAWING HAS BEEN REVISED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE IMPORTANT./ OEL A0u6 (MAIN) (LOTSAMERIILAN MODERN 5-FLEX E-1(B)P-1(B) FABRICA0-11,0 WITH TORIVENDORDESIGN OOFERESPONSIBILPT ONLY LITY FODOES R CONFOREARCET RELIEVE HWITH THE ABRICATE WITH ORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN IGN CONCEPT ONLY AND DOES NOT RELIEVE THE REFERENCE INSTALLATIONLFRAMING 1451• Meterlel Width Depth Arad. My cutLte TotLth DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE GUIDE FOR ALL FRAMING R1 1.15 LVL Rim 1 3/4 9 1/2 15E 38 20 Tao OYER THIS SHOP DRAWING. PRIORITY OVER THIS SHOP DRAWING. DETAILS AND I-JOIST INFORMATION R2 036 Rim 1 9 1/2 64 16 96 ByDavid R Burnett Date 7/20/16 WDR1 BIG BEAM 5 1/2 11 1/8 2.1E 14 64 BY: Arnold R.Solomon Data:July iB,2018 M I L B R A N D T ARCHITECTS R2 Cascade 51.24F-V4 5 1/2 10 1/2 PO-2400 2 4 28 CT ENGINEERING INC HOR3 Cascade S.L 24F-V4 3 1/2 10 1/2 Pb-2400 9 12 108 LEGEND: B, R'•idLem LVL 1 5/4 1/2 1.5E 3 4 2 - A iii - 82 RIgldLem LVL 1 5/4 1/2 15E 4 2 8 rac umber �\ 83 RIgldLem LVL i 3/4 1/2 1.5E 5 10 50 ( H 1�-HANGER GALLOUT Ba BG BEAM 5 1/2 1/2 2.1E 2 1 ,2 MAIN FLOOR JOIST LAYOUT �/ BS RIG BEA LVL 1 1/4 1/2 1.5E 5 6 36 ® B6 BIG BEAM 3 1/2 1/2 2.1E T 4 28 SCALE: 1/4"- 1'-0" SUPPORTING POST 61 BIG BEAM 5 1/2 1/2 2.1E 22 14 308 Ba &G BEAM 9 1/2 1/2 21E 2 16 52 COMPANY ® B9 BIG BEAM 9 1/2 1/2 2.1E 2 12 24 -POST LOAD ABOVE B10RieldLem LVL 5/4 1/2 15E 2 8 16 R -RIMBOARD JB1 BLKG 1,5 LVL 3/4 1/2 1.5E 116 9 354 ROSEBURG FRAMING SYSTEM- .11 105155W ALLEN BLVD BEAVERTON,OREGON 91005 (503)858-9663 RFR-20 3/4 1/2 9 1a 162 LB -LVL BLOCKING J2 RFT-20 5/4 53 11 B 66 J3 RFPI-20 3/4 1/2 564 504 qualify engineered wood products for todaysbuilder" JB =JOIST BLOCKING .14 RFFl-2o 5/4 2 ,0 20 PACIFIC LUMBER COPYRIGHT ZOIfi PLAN: AMERICAN MODERN 5-FLEX E-1(5)K-1(B) J5 RFT-20 5/4 1/2 so 4 16 64 RFT-20 POLYGON J -JOIST GRLLOUT J6 RF -2o 5/4 1/2 12 2e 556 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGIDLAMTLVL RIGIDRIM JT RFT-20 5/4 1/2 26 26 676 The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber ROUSING FOREST PRODUCTS PLAN DATED: 1/1 3/1 6 JA RFT-20 5/4 1/2 10 4 40 Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other 5 -BEAM(FLUSH W/JOIST) 19 RFT-20 3/4 2 5 12 60 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) Aece•sarbe copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that Include DESIGNER: KAM/L HENDER50N DATE: 7/14/1 6 1350=BEAM BY OTHERS H 1 113011950-or-1,95 44 penalties of up to 420,000 per work Infringed,and S 100,000 per work infrin•ed willful) R FPI-Jo IST 2 340011/9 9 ° PL 1 6-32 1 (MAIN) SHEET: 1 of 2 13 3 116410 9 RL�tlaRlt FORESTPBOOVC75 15'-512' r 1 ,5'-612" 13'x' 10'-3112' 1 ( 1 I g-0- 1 � 9'�" 1 I 131•8' 1 1V-2 1/2" 2-3 1 , N a It WIZ a 4r v t. r! a 0 �- •.- -E E 30 _4-- j 0. 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OVER THIS SHOP DRAWING. By David R Burnett Date 7/21/16 Q W U 0 . En By: Arnold R. Solomon Date: July 20, 2016 M I L B R A N D T ARCHITECTS Ce -1 N 15 ms CT ENGINEERING INC Lt —1 w < w 1— _ 00 --, z2 � Q a Via. Z � JQ wJ m a a 0