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Plans (91) 17171 5w cTrar L-vt.tc:s c— J- LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Community w WATER LINE Design 12564 SW MainStreet f — — — O ! MANHOLE Tigard,OR 97223 \\� Ti ��— `i ■ CATCH BASIN [f]503-941-9484 4 I TRACT I D4 STREET LIGHT GATE. 12/10/2075 °. I 19.00' 20.00' REVISIONS STRAW WATTLE PERIMETER No. DATE DESCRIPTION 264.3 4.00' 264M 3.00' ?6,, 34.0' PUE EROSION CONTROL z64— © STREET SECTION, SEE / o ' �' CONSTRUCTION DOCUMENTS REC,B+�ji"� 'i: I -�i�.a..� t° 1 I h -- — 1 , r y II �, I, ,I � I g� GARAGE I • I I �� <� 1 ' ' 1 1 SETBACK SUMMARY ti MAR 2O1 1 II 1 I1, II �+ ' II iI I I FRONT SETBACK: 12' CITY 4 �— 1 I I I 1 SID BUILDINGDIVISION 1 - I , / �I II E SETBACK: 3' Y I II 1 �— ' L ' /1 STREET SIDE SETBACK: 8' M J 4.50' I I I I U� ' 1 1 REAR SETBACK: 3' � 8' I -i i t I 3.50' I PORCH SETBACK: 1 47 47 I I I 1 0 l g I I 46 $ 45 ' 1 44 \I \ I 1 2,720 SF 1 11 E i ; I li 1 1-HR FIRE: 1 N \ , I BUILDING: 7BR i I RATED EAES 1 ' FF= 265.62 Ij ' II I i 11' I i1 li L i II L� LOT COVERAGE: N 1 1 X11 I --'Z 4 L t3 \ f;--- I PORCH II L� N o aO p( 1 2 •_ _ 1 _ 8.00' I - LOT AREA: 2,720 SF �' J j_ 20.00' j / PUE 1 _1 _ POLYGON AT 14.06' 1 BUILDING FOOTPRINT: 1,309 SF \ -LI, — A 266 1 SIDEWALK WEST RIVER ti 1 j .4 34.0' . :� — f °. COVERED PORCH: 217 SF TERRACE °a" N 267.1 J ° x. .4267.4 _. 3cm c L CANTILEVER LIVING SPACE: 0 SF moi`s _ I I o ® I I `� / I `,' I DECK AREA: 0 SF Q ( ' /I WATER METER N PLANT (1) STREET ' Ilk I TOTAL COVERAGE: 1,526 SF 0. SS TREE: 2"CAL. S Si--- L SS ss LOT 46 STORM LATERAL PLOT PLAN Q YELLOWWOOD/ B 56.1 % S', CLADRASTIS SANITARY LATERAL 34.00' KENTUCKIA—a. —as I 0_ I as I as IMPERVIOUS AREA: 1,872 SF o X66 \ir i*n SW JEAN LISE ROAD W `EL- o N iW W . > ./1� - o o ' m ' o 016 N O O (� or a JJJ C 2 POLYGON NORTHWEST (503) 221-1920 CITY OF TIGARD 0 C MA r r „ P 2S1W6 Approved �y PI ening PROJECT NO_: 395029 CV O TYPE: CONSTRUCTION LOT 46 (R-12, STANDARD) Date: 3�0 /(�, SCALE REVIEWED BYc pig co co 10 0 POLYGON AT WEST RIVER TERRACE initials: l S 0 17171 SW JEAN LOUISE ROAD 1INCH=20 FEET Z 4 .a....,._..Mr..an" PACIFIC WMBER COPYRIGHT 2012 RQSEBU RG FRAMING SYSTEM" - - - soFm .ac„ALL These plans and the designs Cre copyrighted under Federal Lew by Pacific Lumber Company 201 2. Q +�f (+ red Wood ProdUols foriodOV55 but ._ _.. .w-,...- E The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ` ��_ ///��� \J . ._._. "";;��,„ ,I,I' ''' . BEL., Company.which retains IGID MLY RIGIDRJM copyrights[o,end ownership of the plans.Use of these plans b any other _ E, - ,( productsupplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ..STALL SOW.. MR EAT.1 ea...Te. - ------_ >1..R„s.X.OF aFocKS copying se plans,Infringes rights under Copyright Ac Infringes face liabilities that include � DEICTt ,fes^ URG:FpR1STF•PDatTCI3 � 1 aa.0.lTOraTA AR [1 (} 2016 ' `� penalties of up to s20A00 per work infringed,and 4100000 per work infringed wNlf Wly. '` (-11 S roslRMEN FOREST PRO M %�� �Ih� ,.W,- qtr- 11°3 : '! RFPI Jc�IST ,. CI i ac xproatar _:. �..� �P ' EIE ,. tip.: k , /t ( 1" CONTRACTOR NOTES. DE5/6N NOTES: ...., 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS -+e•�•+-+--•��w� 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPrSLOLKM6 PANELS WRN SEARN6 WNI ABOVE POST LOAD TRANSFER DETAIL 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA Hrs. RYs. (UNLESS NOTED OTHERWISE) OF L/48O 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS SLEEPING AREAS: 3Opsf LIVE LOAD 1 2psf DEAD LOAD I I I ROOFLOAD/N6: 25psf LIVE LOAD 11 psf DEAD LOAD N \\. \\ 1- R1 I de, il 99 . REvsEp vlTn3 Nta -t _Jg. t PL 1 2-1 48(MAIN) '1BG -,,.-J,3 ..4: Mr1 a POLY60N Material Width Depth Grade Qty Gut Lth Tot Lth --- _ R1 OSB Rim 1 9 1/2 6 1b 96 PATIO �. PATIO J 1 RFPI-20 1 3/4 9 1/2 4 13 64 -:: I ._ __...... ....�¢ __ — J2 RFPI-20 1 3/4 9 1/2 10 26 260 I .:::_ .... \ I I I I I RFPI-20 1 3/4 9 1/2 2 26 56 ....: y4 RFPI-20 1 3/4 9 1/2 5 22 110 JS JE41....- \ t - I • ......_..-- ---- ---J4 ..._..- — J$1 RFPI 20 1 3/4 9 7/2 2 2 4 ] J7 RFPI-20 1 3/4 9 1/2 1 18 78 1-20 yi 51 Rig dLam LVL 1 3/4 9 1/2 1.5E 2 14 16 28 L1 3/4 9 1/2 1.5E 1 3 8 -' B2• .... B 1....... .. ..... JBt $2 j'' I J JB? BLK6 RFPI'20 1 3/4 9 1/2 7 9 9 57 s ...... __ ..._____ �'\ 2.... ._ .._....CE) ._..... V U II _._... JB2 ELKS 1.75 LVL 1 3/4 9 1/2 1.5E 2 3 6 0 0 _.. .. - .. .. J2-+I. - - ._ .__..._ Accessories 1. 3-,\. --_.__.:_-_- - __:___ __.__ :::____-9?'--I .__ --__- ---. ..... H1 I TH01 7 950-or-ITT9.5 6 '- a2- -. "R1 0 0 t --.. ._ .. 712.._0 -- _ .... u_ u_ - ...... - .. -- r R1 K J2' ___ _. ... J2._. .. -. ._ .... .. - - -- __.__ _... tr J2 i ..... _ J2 - --- ,... P J J�._1 . am_ p - __ _ --- 52- - - .... .-- ._'- ! 'J2--- --_' 8 J1 J1 ai-- E 3 — it J32 J37 I_i3 J_„..,,1 Jit dsFl �2 REFERENCE NSTALLATION € - ---,:i4-_-__ - GUIDE FOR ALL FRAMING _:_ .-_-- -:: 61— DETAILS AND I-JOIST INFORMATION _ ft1 JB1 J 1 '-- -_._ -1---._:----- ii k F4,1 FRART FRAMING r I I----..________ � STARTPacillit' limber HERE FRAMING LEGEND: PORCH PORCH HERE & TRUSS COMPANY HH -HANGER CALLOUT � ® -SUPPORTING POST PLAN DESCRIPTION: 7BG ® -POST LOAD ABOVE CUSTOMER: POLYGON (MAIN) Ell R -RIMBOARD O NFJ RMS TO DEIGN MEET PLAN NUMBER: 75C LB -LVL BLOCKING 9NFORMS TO DESIGN CONCEPT WITH PLAN DATED: 4/19/12 PL 1 2—1 4 8 JB -JOIST BLOCKING RE:;SIDff$ S./3 _ J -JOIST GALLOUT B eu.,N, TO Of SW COW,' 0 1o,1x -OUR LOc 4770 NON-CONFORMING-F ^4E YD RESUBMIT ,�„poE„MS FE ,c�c EWP DESIGNER: N-tiero Nrs10�� 'N:5 SNF 31X15 PA EU ?EML F:.SEEP:.L.,.4 44.:_ 15'100 5A SCONES FERRY ROAD B -BEAM(FLUSH W/JOIST) ❑swa nearnam -F.ees 5NNM su• ¶7*TiE LEES*:JG-3'iii AIL MEL 47 REL'_YE DA LAKE 0511F-60.OREGON 97035 KAMI BELIMOOD F.f::filDV44Z n N PZI.MS:L^I Fa:44144 eE i'TR lit (503)aSs-9663 NOR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT ,�.'a"s ..�'.xeu,:. x `LL1,NA.iws fxr.SPEC:lura:.u.P FJJ Mb PP.:CSE11' ewmrc ve_v,,, se,rursr.«n,er.xw,.,< fs5E.45.4.40.41M. :0011^3:/fe:'51711 A_NOM... !TRUSS OFF/CE A CONTRACTOR TAIWI BBO-BEAM BY OTHERS SCALE:1/4"- 1.-O" h rt-w3,*F.4.: _.:x. g_ er: 1ma IL Ee*5 tr.,Se[1mNr 5p,2015 I 59'145W JEAN ROAD. DATE: 7I23I,2 3IEBRANU: ARCHITECTS CT ENGINEERING INC I LAKE(505)05$-960, 665 9703 tsos)ese-9663 SHEET: 1 of 2 R 14"OPEN WEB JOIST© 19.2"O.C. POLYGON 7 AB(NEW) PL15-264 UPPER START FRAMING HERE 8/7/2015 =mum swam= Products 9.08-00 1 a PIodD Length Product Plies Net Qty RM1 46-00-00 1"x 14"APA Rim Board 1 1 asst RM1 28-00-00 1"x 14"APA Rim Board 1 1 IBM1I RM1 17-00-00 1"x 14"APA Rim Board 1 1 I s RM1 14-00-00 1"x 14"APA Rim Board 1 1 6 •A'5 — RM1 10-00-00 1"x 14"APA Rim Board 1 1 RM1 9-00-00 1"x 14"APA Rim Board 1 1 t ;" 1 WIrl I 1 l'I RM1 7-00-00 1"x 14"APA Rim Board 1 1 RM1 5-00-00 1"x 14"APA Rim Board 1 2 RM1 3-00-00 1"x 14"APA Rim Board 1 1 BM1 22-00-00 5 1/2"x 191/2'Glulam 1.8E 24F-V4 DF/DF) 1 1 N N N 1:8_. N N N N N N N ( F] 0 0 0 0 o. o o. o o o o "x A � As: � u. � LL � � � u_ L''. -u. BK1 14-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 t BK1 6-00-00 1.5 RigidLam LVL 1-314 x 14 1 1 BM2 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 EI BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 s BM3 18-00-00 5-1/2 X 14 BIG BEAM 1 1 •- �`' - _. - " = - I ALL BEAMS AND CONNECTORS PER ENGINEER RM1R NI 0 ,,,,,...,,........1111111!!i. II F03 z ACCESSORIES QTY ' F01 ® e ¢ QA TFI414 24 �. © TFL1714 1 L - F04 5 p q 1x14 OSB RIM FOR SHEAR BLOCKING 30' ® I e°© HU412 13 F099,.«. ._ ,. ... FOE ,...,..,. - � F06 11 .:_. 0.... _._. I I- FOE 1 I BK1=BLOCKING DOR LOADING 40 LI F06 I I Mifillilli RMS=ran BOARD 15 DL —. F06 1 1illiallilli A REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING - FOE II AND SHEAR BLOCKING REQUIREMENTS. f - FOE I- MOMPIt ` I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I Fa " f _ 1 L, I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I s• I F07 I FLOOR DESIGNED TO MEET OR AEC LJ480 DEFLECTION CRITERIA I —. F06 .w...I it ®“MiCeR IT Ms.PR 1oo .�>ffi.ca.. r..m "o I; ;,1111111 T FOE msmarm cc, 1 1 , N ,,,,,,.-.`....i ,,,t..,,Huss,onx « F09 �..„ MILElANDT A3CNE1E0'5 i Fo, r. it 03NFORMS TO DESIGN CCgO:Pf 1 .,,_. 0 CONFORMS TO DESIGN CONaPI MTh pail P.EVISIONS AS SI•13 N i r„ L0 NON-CDNFORKING-REVISE AND RESUBMIT «».-..�....- -' PCS S.NAM xc:AEOi s£ATGES m X ENJ.crs awes_ .: ,E ..=RIPEE.E,AeME.IR- see,.E DO NOT: IRM1l:•i9• •-. NAIRCARSHERMS Or MANIA/ELT K.:OFCRNAC:SR`Y 5-07-00 Fara A.//C AC AScz uETIHH AL.a:1.17 NW RICC I, CFA TAA s.SASTEC ITR+ITA MAI 4ERIR Al ERECINS. Loosen,remove,cut or notch a-, A.EAtm 14,2,sept"nA..A 2O15 any part of the open web joist. ENGINEERING ENGINEERING INC Pam mbar JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET & TR U S S COMPANY SHEET 2 OF 2 14"OPEN WEB 301ST @ 19.2"O.C. POLYGON 7 A8(NEW) STARTFRMMIGNERE PLI5-284 UPPER -; T_ 3172015 E Products A L 9-05-00 PIoED Length Product Piles Net Qty 'NARM 1 46-00-00 T'x 14"APA Rim Board 1 1 RM1 28-00-00 1"x 14"APA Rim Board 1 1 _----- 1 r - 1[----- RM1 17-00-00 1"x 14'APA Rim Board 1 1 - - -°- -; -: RMI 14-00-00 1"x 14'APA Rim Board — 1_ - " f r r RM1 10 1 00 00 1"x 14"APA Rfm Board 1 E ' F [ 1 ` RM1 9-06.00 1"x 14`APA Rim Board 11 1 1 I i[ RMI 7-00-00 1"x14"APA RImBoard 1 1 E s l I ` RM1 5-00-00 1"x 14'APA Rim Board 1 2 5 t FF ` RMI 3-00-00 1"x 14"APA Rim Board 1 1 .0 re € `�. t o N . r [ : v./ [;_: � 13M1 22-00-00 5 1/2*x 191/2 Glufam(1.8E 24F-V4 OF/DF) 1 1 r- LL - o' LL. BK1 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 f i c 11 13K1 8.00-00 1.5 RigidLam LVL-1-3/4 x 14 1 1 t 8M2 4-00-00 T,5 RigidLam LVL 1-3/4 x 14 1 1 r BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 11. k BM3 18-00-00 5-12 AM X 14 SIG BE1 1 C Oi F s k ALL BEAMS AND CONNECTORS PER ENGINEER I in z _ .._..._._.. z ACCESSORIES Q p.m FQ1 0 TFI414 24 c F —�__— _� c3 © TFL1714 1 —- 04 i• 1x14 OSB RIM FOR SHEAR BLOCKING 30' _UMPIIMIMIIIIIIL,-111111111•11111•6" Q HU412 13 F09 �v er �H FOB — S� - c . F1 OOR LOADING '— .. mmG"EfLOCA71Ki n - _ �t.RIMaoA 40 11 e �»,�..t:— F� IS DI. llIl —= REFER TO STRUCTURAL PLAN FOR ADDITIONAL "`"' _ ' FO6 POST TRANSFER BLOCKING • _ u� i I _ _ E. AND SHEAR BLOCKING REQUIREMENTS. '----- i FQ6 SHEAR BLOCKING PLB4 jillii ACBdr PER STRUCTURAL RAN f I SHADED HVAC DIAGRAM ON LAYOUT A GENERAL NLY. I T157- 11 i S -N -^ F - _ FLOOR DESIGNED TO MEET OR IXCf D1L/48 DD 9-L1:CFIQNE OCRITERIA .47 ... 1 F06 E. el...kmewgm.aN I ' o .. . '$:' yr --- FLffi 4 I I E. O ,.�" � rQS• P09 .6..w .ate I,01.8EAR8T AICEtTCCTS te Pita F09 ® fOtFDRHS TO BfSI CONCEPT / �'``s> / 'N..1 I' _ _ ❑ 0:00941M5 TO DESIGN CACEPT W011 FOS REVISIONS A5 5'lDWN r til�lr`rl IlifzP'�.'.�' ',� 0 f10M-GDIEORMING-fRMANJRESlNICiT u Ors Ger IWEF NC RUM=re!MEM WFONUZE 'tM1 LIR ICICESSeesELL1A'6tr E AE DO NOT: F"� ra00p S e Eor m/µtun a rCor 5*1* to rr[ 5-07-00 an as toW4-4r SW remise . Loosen,remove,cut or notch Cfi `NE AM>cr E any part of the open web joist 7 ENGINEERING INC 11 _,-,.-________----__.,14PaCifimbar • JOIST WITH RIM SCALE: 1/4"=1'-0"on 24"x36"SHEET .& TRU-SS ..__ COMPANY SHEET 2 OF 2