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Plans „lei /6. - 6,7() f5� 13, 7c-1 3 )`-15, Bei,z LEGEND: SW ROY ROGERS ROAD s SANITARY SEWER Pacific PLANT STREET TREES: FUTURE CURB AND GUTTER, imp. _ Community 2” CAL. KATSURA TREE/ % STORM DRAT Design CERCIDIPHYLLUM „, y\-- ----- �' _ WATER LINEN .fir �� _--- _ � 1 564 SW Main Street JAPONICA, TYP. z t:`7 `7.50 -�� MANHOLE 2Tigard,OR 97223 — — 503-941-9484 1/ � 10.00' ._ _ [] �� --'; vv -- ` LANDSCAPE TRACT - PUE - � '. Q` CATCH BASIN t, DATE: 10/03/2016 v h, _ _ f- - STRAW WATTLE PERIMETER NO. DATEDESCRIPTION I _„ 28 141'-�a 285.3 " EROSION CONTROL '� STREET SECTIO - \y @ �` /;() p y - - - N, SEE M v L. — - = 15.4' --� - - CONSTRUCTION DOCUMENT 86----" ._11.76' _ _=— ---- - - - - - 2 - - - _ ---„=.-7.;----1----, � 16._ .. --- -282__- I , -IT _ , - 1 I l I 1 /r_ _ --— rri i m_ =z c--= 278 ^ I = SETBACK SUMMARY z E II i ' I N 19� N r� FRONT SETBACK: 12' I � ( 0.00' i; , I t r�r1 a I - f---11, i, REAR ETBS ACK: 11 ; i 0' I h ( 0.00' - - 177 I i , ;` 31 II /` 4 l �� I; -I , �I I_.-,.-�`_ I1 �_ COVERED PATIO: 5' o F 1,069 SF - �, I 4 I I fj_ , SIDE SETBACK:* 0' t !I 11 BUILDING: ii i 80 ?� Y I I 1 i t ll / - I � �, 181 GARAGE SETBACK: 20' I 5PLEX-K7B =, 1, /' 179.4 Hip T G r 7 ` p ,, PORCH SETBACK: 8' E �� I 1 F-I' UFF-2885Imo, /178 a 1 I QI I _ _ i` /_., `' / I l 175 `1 176 GFF=279.5 ,l`° TRA € F i I ! ` it �_ FIRE CODE SIDE SETBACK: 3' 73 , 174 , I I I/ - ~_ 0 11 I i :� ECV I 11 1E '.! GARAGE '� r �, { j I{ , I � j� IC-----if o ; 1J I t ; , r—t, b1Lj -=1 i J jLs - __ ,I �_ LOT COVERAGE— I- - I ,c_ 6 00 — 20.21' _ O 4I 1' I I r — / 15.05' _ _ - _ _ PUE �/ LOT AREA: 1,069 SF L- - — — - — - �� - ' — RIVER _ / ,��_ �'�������`� - BUILDING FOOTPRINT 569 SF �, f _ - ,. _ - __ - TERRACE 011 �® ��,�����! ����� 11.4' 3.9' _f 279.5 278.5 r` / COVERED PORCH: 34 SF -- _ o� -__I _ € \ --�.__ r n NORTHWEST 151:f 0 , a . .. STREET�I R 7 :A: CANTILEVER LIVING SPACE. 54 SF N N __.._ N ` ' PLANT (1) T EE: N ff 1 o �, / -EA -r -2;, CAL. YELLOWWOOD/ ti ,r, _.e�_ �`-1 COVERED PATIO: 0 SF cy. ,� w- I , ' -w- WATER METER 1 CLADRASTIS KENTUCKIA ,- _ -7 7- '-. DECK AREA: 72 SF �� I °° �, s - ��y1''I -115'‘si \ o d' To\ ___ t LOT 177 Il) 1` SANITARY LATERAL N -^, 32.00' TOTAL COVERAGE: 729 SF PLOT PLAN I R ,S_ SS le\ _ 55 _ .. 68.2 % //L' SW AUBERGINE TERRACE ss,,, i 1r _- - - _ :� _v_ ---' --- ve .. _...... IMPERVIOUS AREA: 862 SF - dilit , i 1 ` L _ _ _ 3 U il ° `i —o — CITY OF TIGARD S' Approve by Planning E2 RIVER TERRACE NORTHWEST (503) 221 -1920 Date; - k� -`4 --lie3 C ^„ PROJECT NO.: 395-037 2 S 1 W V Initials:t i a l s: /��e"'�� TYPE: CONSTRUCTION I I L � SCALE REVIEWED BY: PRE U5 LOT 177 (R-12, ROW HOME) 0 10 20 0 RIVER TERRACE NORTHWEST 13280 SW AUBERGINE TERRACE 1INCH=20 FEET Z /'`7S /..6.„ G _ 00 V57::',.LEGEND: ...... �„/ SW ROY ROGERS ROAD SANITARY SEWER pacific PLANT STREET TREES: FUTURE CURB AND GUTTER, TYP. Community 2" CAL. KATSURA TREE/ l,; `D STORM DRAIN Design CERCIDIPHYLLUMa - WATER LINE ---'"" 12564 SW Main Street ' -'_ - _,-r �_.- i�r MANHOLE Tigard,OR 97223 JAPONICA, TYP. _. " 7.50 = m 503-941-9484 10.00 PUE- d 4 CATCH BASIN DATE. �o7os7zoie ‘,„\ \\ _ -LANDSCAPE TRACT r % i/! vy ri _ - b i_- . - STREET LIGHT 4 REVISIONS _- - - '-_-_----,.-F----- ,- �. y s � > y o __.._ ....=_. _ STRAW WATTLE PERIMETER No. DATE DESCRIPTION - —_ , _ - _ - ;.��_ - •- _ -`-" -� `- _ / 1 EROSION CONTROL N r — —_.: — —7285.9— 8.14'x, h ,- 285.3i; - s - p ', \\,,_ -y, _____ -- _ _ , i CONSTRUCTION DOCUMENTS �- Q ''i- Vv ---/---- " 15.4 --': ''� 1---- 0 STREET SECTION, SEE - - -- - 1. 286= =11.76' ---- -_ __ v __ �_ VA - -- 'r- I - _ = 28 -- ‘2,0_,,-=_.__-_-._,__...____ - I ' �'- __ ETBACK SUMMARY — — 2 —~ XI + _ t C. --- -�-i` s / I I ir'l `" r' -" it FRONT SETBACK: 12' _I 0.00' �I 11 I �, ,I / 1� I I i I 0.00 1771 .1 1 I c' f- ?: REAR SETBACK: 10' II I 1I 4 / 1.----'--1_ 11 1 r /`: s COVERED PATIO: 5 1,069 SF,� t1 1 I2/,' ' '-1I 1 �I II 1X180 /--__i, t11 GARAGE SETBACK 20' \/ ij I � �L . ; k i iIRA `T G 7i 11 PORCH SETBACK 8' 5PLEX-K7B �1 ° % 179: Q 111:1 �i ' UFF=288.5 'I" I X378 ; , 11 I � TRA T FI OZ I � I 1 T I 1175 176 GFF=279.5 °' _-! t - h-_!' * FIRE CODE SIDE SETBACK: 3' 73 174 I I - ;'`� j[-J i 11'- i1 t f _. / I I SI FRONT 1 I ,7 , 1 I j ') ,' 3 i€ GARAGE ;4�" 1 si i 1 _ (Si rr '3 • 1 —— I' — €I r — _ r–— '' I 1 / t _ I °° _ u; I - / to r o --I. � :f � J� � L= I �% ' LOT COVERAGE. — � J — J r- — 1 / f1 � I— I 20.21' 6.00' _ I- -- ('• I I L - - .=- LOT AREA: SF o 15.05•-- _ j� _ _ PUE J 1,069 RIVER w BUILDING FOOTPRINT: 569 SF \ — — — — — .,., / �� ,� .�..���� 1► _ _ — - TERRACE PGE ���o�� r_ — 3 I 278,5 COVERED PORCH: 34 SF i` NORTHWEST I i 279.5 _ 1 0 ,` NORTH S "' ° ` III f " - i -- _== /\° CANTILEVER LIVING SPACE. 54 SF p 1_- -- - ' `^ PLANT (1) STREET TREE: - ' • " �i� M \• 2" CAL. YELLOWWOOD/ -_ COVERED PATIO: 0 SF _ �7 , _ WATER METER \ CLADRASTIS KENTUCKIA 'l DECK AREA: -_ - " 72 SF �_.__=�s __.____ o � I 1 f s LOT 177 � as 1 J_ ss N. \ I 1 1 �: SANITARY LATERAL • , 32.00' TOTAL COVERAGE: 729 SF PLOT PLAN I / i' 1 I ,–'2 _.. , �` —_`-_ I--- �' ,- 5S —... SS 68.2 % r SW AUBERGINE TERRACE 7 ssi__ • i- \, - ,_ _ o -=- $' - S IMPERVIOUS AREA: 862 SF } j \ AN o I fl f Lam ~ f ------- ....– — — r `"a O BARD a { - - - - - - — I __- �_– _ - - _ .. Approved by Planning 2 RIVER TERRACE NORTHWEST (503) 221 -1920 Date: 11- 44 -ts° 3 0 y^ P 2S1 W6 Initials: (At-- PROJECTP : NO.: UCT 395-037 0°' SCALE TYPE: CONSTRUCTION REVIEWED BY: PRE co LOT 177 (R-12, ROW HOME) 10 20 co RIVER TERRACE NORTHWEST P 1 INCH=20 FEET Z 13280 SW AUBERGINE TERRACE ( PATIO CONDITION / CONTRACTOR NOTES: ) 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNERS PLAN (UNLESS NOTED OTHERWISE) )ALL BEAMS PER DESIGNERS PLAN GONG.STEPS GONG.STEPS GONG.STEPS GONG.5TEP5 =II NMI " GONG.STEPS Ma MIN -)USE CAUTION(UNLESS WHEN CUTING OTHERWISE) — MEM FOR PLUMBING s�: �ill IIw�°•°yii "'Mill ii-- 1_'Gi --_. -i�IT�iill Ilu _ _ _ „��jj IIS )PROVIDE PROPER SUPPORT AT ALL 'i 'I 'I I II ! ! 1 j I. SHEARWALLS liI 1 11 '!II 'i ! t. it 1 'I 'i ,i II 'I �: II ','I p#915 APLAGEMENTPL.4NONLV (� II I� 1 � his layout is to be used in con junction with 11 1 I 1 II I iI } _ 'rchitectural/Structural plans.Verify all -hear wall blocking placement and connectors LOAD BEARING LOAD BEARING 'LOAD BEARING LOAD SEARING PONY WALL PONY WALL -urchaser responsible for approving this LOAD BEARING p p PONY WA p g LL PONY WALL PONY WALL a out•rior to an construction. DES/6N NOTES: THIS FLOOR SYSTEM WAS DESIGNED TO MEET OR Fl EXCEED THE LIVE LOAD ***DECK CONDITION*** ODEFLECTIO F L/480 N CRITERIA FLOOR LOAD/N6: 4Opsf LIVE LOAD 9-1/2 RFPI-20 0 1 6”O.G. 9-1/2 RFPI-20 0 1 6'0.C. 9-1/2 RFPI-20 0 1 6'O.C, 9-1/2 RFPI-20 0 1 6-0.C. 1 2psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE 9-1/2 RFPI-20®1 6"O.G. START FRAMING HERE START FRAMING HERE3opsf LIVE SLEDIN6 AREAS: AD R 1 _ R, RI , / 14,1 12psf DEADLOAD-r I _ .. CCC S• .I II i if II ( «� I� •�-' - ��� .. . EE i �,,E —I -•t---�E-7--7 - r ROOPLOAD/N6: R, 3 li II I :Ili 25psf LIVE LOAD 1 RI (. 1 1psf DEAD LOAD I IA 111 1 11 I f I -411 1 I J11 JI S 1.1 1 al II Ja I * I�R, �7 1 i �j a I II !! I I I - .. -1 1 Ja I Via•�� ::" .. II II il _ R, 3 I._-- _-�L.. I I ..I H I9 I.. II I; .-.I �. ----4-74‘, _7 .fr __A 1 _ _ ,1-7:!! II I T Rt ' "avn fl'W R p t I { JA : .�i �h a � �i Jp � 11 Is aI ,s1 i""... Inc R I r i) 11 11 ' II I I! i afr a II �p .., i 1 R, D1 I I: I l !' ! it I 'I jir I: iii ! I elect z= ,/ II Q Iv ill! ' ,! - 'I li ii 'i .I i I I�� II L Tse Oto I��� iIll II i I _ II '11 9411 i II 02 ri9 I0 N P.Z it ti r I I51 r p >a-6.. FQ •, I i m� I, 771- I Rt II -i Ri I R, • II I e', Ri I� I I IT 13 ..,�..:,..•.....,n'"Wee`M—+.e�..�xi, ao .1p Ra Jr 1 'I al R, 1 11 �. I! ;i 11 ! Ii I 11 1 11 I ' .Es BO RPP eLOGKNG PANELS NRR BEARING NULL ABOVE II L0 II 1 - • 1 4 i NTS. jj 1 II I ; il IL !I 4:1If . l ,I ! I IRS i I • II I II I - - - - .. ��� r7615,m6 eEwK l �K� • _ r �MAB�E 1 ,1111 11 I I I 3 - 111 1 1 3 I! Seg 1: : I, Ida REA OF 1.055 1 111 \i OM TO POST ASove I 49 it 't : I I I 11 II I, ' `/ 1 1 ' I _Ia 4, II a I .. 'T 11. ,1.. II I il as /��. _, a ea I 416 - .ils si ar gti e; ab a JS I • I if %� I 09IIB iibb 1 a , , , ,,": :.it P I { ''b -p j�ao II i eIb a ee B�' yyi I I s., .iq .. '� R2 11 1 I .i 17 I' I I 'i .I JO R ♦t J�! ii I' 1 a' H1 R, 31 [�� pa .I f ,r-^• m+,.� ..„ __ x-11 �1�.R H ! 1 11 ii !- :, Rt R, v=.tau I$r: 2 ato _. � I T -s'- ^e::_,. p*s 4 _ �� p POST LOAD TRANSFER DETAIL IIIIs. H _.. _...:$S _ e9 ° � _:; Rt Ul I_a 2 ', B,o _. Nrs. ,.1 , 117.:_..„_:____._ _E)D. I -_> eili___,_.___];1 • --1 `^`TOMATERIALW NG MATERIAL LOT COVERS EITHER CONDITION j-- IMPORTANT/ PL 16-288(MAIN) MOTS 116-1141 REFERENCE INSTALLATION 60H AMER..MOOS.z-PLEK e-mSJ K-1re1 ..9 a 9.W. men Depth erode my rmLm recon GUIDE FOR ALL FRAMING RI 1.75 LVI.R2 0913R5 " 4 5E DETAILS AND I-JOIST INFORMATION _ 96 HO,BIG 91 7 2 Gevcada5l]4r-V4 3 900 LEGEND: 4 lb 64 DE5 Leeceda6l]aP „'„oo 2a a 1/ 106 a, NLamLVL /2 15E a B9 R44dL.RLVL MAIN FLOOR JOIST LAYOUT Pacifi �� umber (H ._-HANGER GALLOUT ea 616 BEAM s',�q 3 1.zE s s� �l a�z Bg5a.mH VL SCALE:1/4”-1'-O" ® -SUPPORTING POST e7 S.SEAM iii i '1E 2� BB 55 �� ;:_ /2 2.1C 2 16 92 14 9OD & TRUSS COMPANY ® -POST LOAD ABOVE cin Radumw� a/2 sE i e 'a R -RIMED POSTL A J1, SP1-20 L�L 5/4 ;5E ,te ,a 1'6= ROSEBURG FRAMING SYSTEM`" m 2O 105 15 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)555-9663 LB -LVL BLOCKING RP�o Sia �6 14 5°064 quality engineered wood productsforlodav'S(w(lder- JB -JOIST BLOCKING _ 9/4 v20 PACIFlC LUMBER COPYRIGHT 2016 PLAN: AMERICAN MODERN 5-FLEX E-7(B)K-7(B) vjb These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGIDLAM LVL RIGIDRIM' CUSTOMER: POLYGON J -JOIST CALLOUT 20 676 The plans may not be re-used or copied.In whole or part,without written permission from Pacific Lumber PLAN DATED: b/22/1 6 B -BEAM(FLUSH w/JOIST) 49 Rmi io aid i2 s ,a so Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other IPO FORM'PeoDucrs ETNTAIWG Am nT pecou product supplier other than Pacific Lumber Company Is strictly prohibited Unauthorized use or HDR -HEADER(BEAM BELOW JOIST) Aw.eoHI � copying of these plans,infringes rights under the copyright Act.Infringes face liabilities that Include DESIGNER: /C d1M/L HENDER50N DATE: b/24/16 BBO-BEAM BY OTHERS Hxia� i9 Ri93 penalties of up to$20,0o0 per work Infringed, $100,000 per work Infringed willfully. ��RFPI JOIST H5 Nda'oB1 PL 1 6-28E5 (MAIN) SHEET: 1 of 2 N. 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERESTART FRAMING HERE START FRAMING HERE 1 � . � FRSTART FRAMING HERE START FRAMING HERE 0 U o Q IBM30 IB _ �BM6� BM6 BM30 RM1 a CRM1I RM1 :-.i.3.-:�, I,RM k_ _tel i �- � ■ cTf) V� i p• n R IRM11--_ �RM1� a-- I -7. I� �rIni.1'ir--o-- c —0 I o I f I1v - o J o- _ III $ ° � - - o o I�—a- a p-�III"c=�- = K�,..-vwR ���1II11 4o I` o cNi o o a II 0, o _ ij I it mcoo coo 1 CO uo. LLIIId� 21015 '4 4 12-10-15 m® 30100 II nlUIIlI1 .III1,=nse' m 6 e 13-01-000ul d d -� - 1 W o a . = IUA N 4 w n a out C I o , F F • I j' j q i• Y I �b C� 4 �� I'I 1 4 jjj 4_ co I I 9 4 • c _41 !' b �� =II o I I II r II. 1 O IRMI�I I 0 II © (1 II te7����,11 1 il�� �) ��RM11.. -_ �_,,: 1 . _ IP w �.II IIP • ` E: 'RM1I I' '� NII• 4 •S�! !.r' II — — I-II N - ' '�'�� I. I nom n I I.II I— — � I -E I Ee CI i O I— 't I ® b I iR_ �� _ WI Q 1/(-)� lis— �M/ II CO IBM2Lu J i !' iBM21 II IBM2I IP ©I aG� 7lital I I g 0 I j u 2 � RM1 ti 4 r j 4 ill 0 .-. I I `.ty j tier I •RM1 QI II A j m IF I A 0 .I eUP I m E I. . g 1 g g i 1 $ y ®�_ +RM1I 1-0 06 BM24 M1 �la� - IBM24I 1-0 /0 003-00 BM241 M1 I_ -1 WI Id, IRM1I re re E rc Q O Q O t) V al O O co O ya 0 re CO 0 a. 0 m 0 1 0 K CL' ' Za K K o .- 3 0 a CO Imo_ I,......'''''_ II 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 AMERICAN MODERN 5-FLEX (B)&K-7(B) LOTS 175-179 I ALL BEAMS AND CONNECTORS PER ENGINEER E-7 RM1 14-00-00 1-3/4 X 20 LVL 1 3 PacUI umber BM23 14-00-00 1-3/4 X 20 LVL 2 6 _BLOCKING FLOOR LOADING BK1 12-00-00 1-3/4 X 20 LVL 1 3 PL16-288 UPPER RMl-RIM BOARD 15DL c COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 5 - p C ..y BM30 11-00-00 1-3/4 X 20 LVL 2 4 REFER TO STRUCTURAL PLAN FOR TRUSS BK1 10-00-00 1-3/4 X 20 LVL 1 3 6/24/2016 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 I 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 ISA GENERAL GUIDE ONLY. BM4 5-00-00 1-3/4 X 20 LVL 2 20 ACCESSORIES QTY `; �1 BM2 4-00-00 1-3/4 X 20 LVL 1 5 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I RM1 4-00-00 1-3/4 X 20 LVL 1 3 BM24 4-00-00 1-3/4 X 20 LVL 2 6 O HIT420 66 SHEET 2 OF 2 RMI 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: RMI 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. 20'-101/4' I 1 5'-0" 17.1" ,11'-8" U —— gg 0 � Mirn!LJIlhh 9 IIP. � ■ �I I( I «Li —Thalia Op11111111 -'AIIIIIIIIMIIMMENIM� Er- -NI moll 12 § 1 Oral r 4 =I 4 4 B2 AI 1 .‘ 1 11.11. IP ' ' � • mu FWA - IR��I - -- I.� , �" La . ill � I IIda II 7-13/4' 1=1 1!�I E (4) II id EN i 111_ui_ 63 II! MilII GJ1 t Mill �- J -r A 1 _I T I IIII�1 ) \ B4 II 41 ��1 11 T ,�In: (4) 11 B5 (. 1 11111111 az63 ll I 1 11.011 L4 111- ,iii G4+ .. • A — p� ; R4 1 U MOM -r pt U IR (5) " 111: (4) _.. g .... a 11111 - GJ1 1� " - I _ _ T- m hw��.C- -r- F ' moi NEI ir 81 401111mi : qt. Nyt n i MC: ( 6 I - 4-,- mil /' Al\ 1 A2 I, !lilt1 T-0 1r I 1 a Sr [ TO 1- 201-8 314' ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 06/27/16 PLACEMENT ONLY REFER TO TRUSS CALCULATIONS AND PROJECT TITLE: REVISION-1: ENGINEERED STRUCTURAL AMERICAN MODERN STEP 5 PLEX D INFORMATION BUILDING R • INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD a A PLAN: DRAWN BY. REVISION-2.' RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING / I CHECKED BY DESIGNER/ENGINEER OF RECORD TO DELIVERY LOCATION: REVIEW AND APPROVE OF ALL D TRUSS \ COMPANY 'SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. �t LOTS 175-179 3/32" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.