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Plans (451) 5 2.0 ©0 q l 6 2 6 L� 61-0-4.4 L" LEGEND:I� , i ss SANITARY SEWER Pacific S N S W Community ED STORM DRAIN Design - - - - j — J —w WATER NE .ar 12564 SW Main Street 4 4 MANHOLETigard,OR 97223 ° [T]503-941-9484 STORM LATERAL • � AmAl 1111=11.111_ � CATCH BASIN DATE 6/8/2017 / \ - � -�✓ f �` - REVISIONS SANITARY LATERAL SW LEMONGRASS LANE NO. DATE DESCRIPTION \`" — STREET LIGHT D SD __I_ SD SD — SD SD STRAW WATTLE PERIMETER (1) DOVE TREE/ EROSION CONTROL DAVIDIA INVOLUCRATA_w w ti., --_ _ w w WATER METER FLOW DIRECTION ARROW W1 -� % _ �_ „ �� �`�� STREET SECTION, SEE �� 6.00' �:, �-NI 0 CONSTRUCTION DOCUMENTS r PUE, TYP A - 4. 321.9- 4 ,321.4 Irw SETBACK SUMMARY _a - 13.56'- _ -----\--7, �' _ FRONT SETBACK: 12' E 4 19.00' F 7 �7N__` SIDE SETBACK: 3' Q �r _-_-_.____ _-_T. _ -J- STREET SIDE SETBACK: 8' N I 1 PORCH T °I Nor FRONT PORCH SETBACK: 8' nI --- J 1 1- ` I I - REAR SETBACK: 3' O 1 cd nI I •I I -11 1 , i1 rLr----`, N I I ; _ , 1 1 Y— I o 1 I BUILDING: - r 3.00' 1 1 1 , 1 1 1 1 26106 1 0 1 1 1 • UFF=331.9 1 1 1 _ _ i I I X04 GFF=330.6 \ d t 206 1 i 207 �_ LOT COVERAGE: 1 I , 205 , 1 I RIVER °' I 1i 2,560 SF I =I LOT AREA: 2,560 SF !� 3.00' I I TERRACE 73 J I: r x .'� i-r_i 1 I I o Ix I � I . I-I ri 1-HR FIRE < I I BUILDING FOOTPRINT: 1,304 SF v 1 I I 1 L -1 RATED EAVES 1 1 I EAST I I I , 1 Io 1 I I11 I I 1 I COVERED PORCH: 221 SF I 1-HR FIRE —�`" GARAGE 1 - '' ' ' II -71 I I RATED EAVES I y r I I COVERED REAR PATIO: 0 SF j I I I I I ` I I I I I L _I I - I L— J _ _ J CANTILEVER LIVING SPACE: 0 SF 0 LOT 205 r __ __._--_._. — - '_--- — — — — DECK AREA: 0 SF PLOT PLAN _32.0,_ — 5.00' 329.4 — TOTAL COVERAGE: 1,525 SF O 330.1 m 3.00' ALLEY M PUE, TYP. 59.6 % c O ci IMPERVIOUS AREA: 1,871 SF o — —— — - - U Nr 0 / 7 3 2 POLYGON NORTHWEST (503) 221-1920 O CITY OF TIGARD G 2S 1 W6 PROJECT NO 395-041 I D` .: UCTIO Approved by Planning SCALE TYPE: CONSTRUCTION REVIEWED BY: PRE o LOT 205 (R-25, SMALL) Date: to / s / I� 0 ,0 20 co- RIVER TERRACE EAST Initials: ✓ri 16826 SW LEMONGRASS LANE 1INCH=20 FEET Q Z PACIFICLLIMBERC�PYRIGHTY013 ROSEBURG FRAMING SYSTEM' =� •^ Al quality engineered wood products for today's builder- .t """°"`""" These plans and the designs are copyrighted under Federal Law by Pacific Lumber company 2013. The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber A'"was .4� Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGID LAM LVL RI GI D R I M" \�� - — I'III PEND DETAIL TAI Posr.,eO,. product supplier other than Pacific Lumber Company is strictly prohibited.unauthorized use or ROSEBURG FOREST PRODUCTS ¢DSiRWO FOREST PRODUCES BEARING PREP OP BLOCKS copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include q `� i penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. X1104 4th FPI Jolsr V _1.n„ Iji CONTRACTOR NOTES: D55/6N NOTES: °'"'N••`°` 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS "-'^""'--aow„� :.'N.`-Rw.•.$.,,,„,�„” 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ,.R,....V..m..,.ow ... (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RPM-SLOCKINS PANELS NRH MARN&HALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OFL/480 Krs. PuTs. a. 4)USE CAUTION WHEN CUTTING FLOOR LOAD/N6: FOR PLUMBING 40psf LIVE LOAD 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf DEAD LOAD SHEARWALLS I I I I 3OpmF LIVEINS ROAD 1 2psf DEAD LOAD ROOFLOAD/N6: 2Spsf LIVE LOAD 1 Tpsf DEAD LOAD • r -1 PATIO PATIO _...-.,..,_R 1 R1 I --Rif--.4 1 R 1 R 1 J3-- R 1 -�R 1--- --- r--Q�—== R 1 .31 -_� II J6 1 -T6i.73 f L= —i6— = PL 1 3-253 (MAIN) __ POLYGON 2610 5 --- --Jb-- --------- . 1-IP p �1[� Mrk* I Material I Width I Depth I Grade laity I Gut Lth I Tot Lth = I -, '�u II ---- .lfr_----- --- R1 OSB Rim 1 9 1/2 6 16 96 J 1 RFPI-20 1 3/4 9 1/2 1 10 10 J6 ld-- - ---- U U I--r'—- - --61I -J --I J2 RFPI-20 1 3/4 9 1/2 2 2 4 Si R1 0 9 R1 51 J3 RFPI-20 1 3/4 ' 9 1/2 1 8 8 J6 N N = -- JE¢--- = J4 RFPI-20 1 3/4 9 1/2 3 1 8 54 6_ v J5 RFPI-20 1 3/4 9 1/2 1 28 28 'J4 ® ® - --jb- ----'_ - = J6 RFPI-20 1 3/4 9 1/2 15 26 390 O O _ B1 RigidLam LVL 1 3/4 9 1/2 1.5E 1 18 18 J ry NJ 1 52 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 Jb LL I _ -_. - _ .Fly JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 Accessories r- 1 2'-0' 1 4'-0` - H1 ITHO1 1950-or-ITT9.5 4 Jb G >J6 - cr cr 4Jb ._. f^- Jb - •+-J6 — - 14'-x' Jb - .. - i..—- -T .id R1 J31 1 R1 JAI J•1 J51 Jb 1 51 -- .: -51.— - - • R1 J-1 II- - J1 R1 J-1 IMPORTANT! 9 J4 REFERENCE INSTALLATION t`\ /� GUIDE FOR ALL FRAMING I START START I DETAILS AND I-JOIST INFORMATION PORCH in FRAMING FRAMING _ F'ORGH LEGEND: HERE HERE HANGERCALLOUT Pacif1iLLumber ® -SUPPORTING POST COMPANY G -POST LOAD ABOVE & T R U S S R -RIMBOARD 0 CONFORMS TO DESIGN CONCEPT LB -LVL BLOCKING CONFORMS TO DESIGN CONCEPT WITH5930 JEAN ROAD LAKE OSWEGO,OREGON 9T035 (503)858-9663 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMBER: 26 1 O B J5 -JOIST BLOCKING N CONFORMS TO DESIGN CONCEPT �coNSwR��%ovGN corvanwm, 0 NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST CALLOUT NIS SHOP DRAWING HAS BEEN x551020 FOR:55001 COxxMAN,: PLAN DATED: 9/23/1 3 0 NON-CONFORMING-REVISE i RESUBMIT mrE THE DESIGN CONCEPT ONLY EC ODES NOT RE:IErE THE B -BEAM(FLUSH w/JOIST) FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORRIN;E'IFS THE MAIN FLOOR JOIST LAYOUT _ DESIGN MOMS 550 SPECIFICATIONS Au OF 55111 WE P51DRITS EWP DESIGNER: KAM/BELWOOD DATE: 1 1/1 2/1 3 HDR -HEADER(BEAM BELOW JOIST) E...-s..,N. «•, OVER THIS SWF DIMING. CONTRACTOR SHALL VERIFY EL 014ENSI1N5. 550-BEAM BY OTHERSE%,M'S�MWeNa FN'H"'�r� Owe 9h2/'4 By: rODE R,EEcex Dace:GeoceNbeE TS.CITE SCALE: 1/4"- 1'-O" MIIRRANDT ARCHITECTS CT ENGINEERING INC PL 1 3-253 (MAIN) SHEET: 1 of 1