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Plans (95) (3 7G L! 54} t 7,2, 4c /`1eS77,.20/c, .— 06/7 LEGEND: ,� —SS SANITARY SEWER Pacific iit5 —SD STORM DRAIN Desi n u CITY OF TIGARD ,� „ Design —W WATER LINE Approved y Planning --r- 1 . , ... ° s R� 947-9484 2564 SW Main Street MANHOLE Tigard,OR 97223 so3 1 — — — — — — f �� �/I11 �� �.; CATCH BASIN Date: VISION CLEARANCE TRIANGLE I : / ' DATE: 12/8/2075 r STREET LIGHT Initials: TRACT E \ ' /1,//////:///1/ 'i1 i REVISIONS 20.00'19.00' �6 CD4 — �6 I I/ l , STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 2 ? 3.00' ' ' I EROSION CONTROL 260.5 34.0' 4.00' 261.7— PUE J /'' ' j _ E.-- -__----_, � ; STREET SECTION, SEE �— j— —4 , \ / / ' li © CONSTRUCTION DOCUMENTS / � -�-- .N. 1 1 11i �' i I I \ I` I I; GARAGE 1 ( I d iii1í' € SETBACK SUMMARY ; ' ( L- I - 1 f \ \t I i FRONT SETBACK: 12' — 3.50 i ,y r *i I II I I I I SIDE SETBACK: 3' 1 1 it ' 1 , STREET SIDE SETBACK: " IN I I __;* j REAR SETBACK: 3' RATED EAVES , I/ J 4.50' I `-� PORCH SETBACK: g' Je 49 1 / U 50 i ;y 2,720 SF 1 48 ' - I I �r� co 1 I , /��,� BUILDING: 2610BR N i ' I 1�4,i FF= 262.63 I I I 1 / 11 11 i J • lift. I �. � / PI f LOT COVERAGE: N I 1 : r `PORCH-1-- , ' U r ; I o y �, — o, - ----� �Jilti'/ I; LOT AREA: 2,720 SF 6.00' 1 .-�--� , / Ii POLYGON AT PUE 1 I 20.00' I ( irl �� ! BUILDING FOOTPRINT: 1 30414.56'_ + lid' SF WEST RIVER 260.8 262.7 % / j // !l _ !S /�_ ��. i ( / ( I COVERED PORCH: 221 SF ( 34.0' PLANT (2) !tS {/. TERRACE 3 C \ 1 11,1 b —,� �}i--. STREET 7/7 CANTILEVER LIVING SPACE: 0 SF ■�'— TREE: 2"CAL. o SIDEWALK '- _� L_GOLDENRAIN TREE / DECK AREA: 0 SF � ����� -. KOELREUTERIA o ._ ' STORM LATERA` —PANICULATA TOTAL COVERAGE: 1,525 SF D. �; SD �` p _ .p WATER METER LOT 49 . / 56.1 % 28.00' (/�� I PLOT PLAN u, �r-� `pro SANITARY LATERAL _ SW 172ND AVENUE _ ( / IMPERVIOUS AREA: 1,873 SF Ani�► !/ SS `moi o r�---1.---mm-■...-...m VISION CLEARANCE TRIANGLE r N . W r s .a - .,- ' 411111.111116.WINIONANSWESA- 4- —00 -. ' o 4 __ __ __ ., __ __ . P., / /II / ll cp 2 POLYGON NORTHWEST (503) 221 -19203 0 O 2 S 1 W 6 PROJECT NO.: 395-029 0.U TYPE: CONSTRUCTION LOT 49 (R-12, STANDARD) SCALE REVIEWED BY: PRE ,O 0 POLYGON AT WEST RIVER TERRACE 0 Q 13764 SW 172ND AVE ,INCH=20 FEET Z PACIFICWMBERCOPYRIGHT2013 ROSEBURG FRAMING SYSTEM`" :.q "". quality engineered wood products fortodav"s 6uitdef^ N-wma+w 'II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. :w»„W Ljjjt The plans may not be re-used or copied,in whole or part,without wr€tten permission from Pacific Lumber ,f'� fFRI ' MlL L.,---___ aewR ws,.w.ILI or svv.�a copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that includeR &VfF�RruDVTSYACfs �� � nei. TO POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per worK infringed willfully. 3 1 x 7 r ��IIM -' `�" RFPI JOIROSESIAR6"oval, ST ,trt=a`'-V.14011; S-`. CONTRACTOR NOTPS.p PC51 N NO7755c '°"""".,, - _ - 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS :,:w.°"'".,�".":�.:y..»+..,...,.., 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR ""` '"°°""'""" (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RfrfBLOCKS*PANELS Amu ARNE.CALL ABOVE POST LOAD TRANSFER DETAIL 3) BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA BE (UNLESS NOTED OTHERWISE) OF L/480 NTS. N.T.S. 4)USE CAUTION WHEN CUTTING FOR PLUMBING PLOOR LORA/Nb. 5)PROVIDE PROPER SUPPORT AT ALL psf VA LOAD 12D SHEARWALLS 1 psf DEAD LOAD 514551.7N6 AREAS: 30psf LIVE LOAD 1 2psf DEAD LOAD ROOFLOAA/NO: 25psf LIVE LOAD 1-lpsf DEAD LOAD r WHERE PLATE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEARWALL ABOVE EXCEEDS ONE ROW, EXCEEDS ONE ROW. PATIO / PROVIDE AUDI BLOCKINGPATIO PROVIDE ADD'L BLOCKING — OR WIDER RIM MATERIAL OR WIDER RIM MATERIAL i AS REO'D. AS REQ'D. / t / '1 WHERE PLATE NAILING AT / //I R_1 .. _ Si _.... SHEARWALL ABOVE � I "tl Rrt' 1 R i._ J3 _- J3 .....1 IR1 R 1 R 1�A• 1 I _ EXCEEDS ONE ROW, PROVIDE AMYL BLOCKING // OR WIDER RIM MATERIAL ... .._ J5 .... _. _. ... - Jb:: ...... _. __ / AS REO'D. u1� � m - I I tO- : \l�JJ7 b J6 J61. PL1 3-�53 (MAIN) g POLYGON 2b 10 B J6J2 i2 �2 _ Jb' _. Mrk* I Material 1 Width I Depth I&rade 10ty I Cut Lth I Tot Lth 1....jL L � R 1 OSB Rim _._. 1 9' 1/2 b 1 6 96 t °: J 1 RFPI-20 1 3/4 9 1/2 1 10 10 _. _. _. J6 __ _ I� _ox- 1 ' U 3--' n _� .... J6:: :::: ::_ J2 RFPI-20 1 3/4 9 1/2 2 2 4 511 IR 1 O O R1 :51 J3 RFPI-20 1 3/4 9 1/2 1 8 8 N, J6= J4 RFPI-20 1 3/4 9 1/2 3 15 54 ...._ J J5 RFPI-20 1 3/4 9 1/2 1 28 28 ....... J6 a ® ....... ..16"' ........ J6 RFF1-20 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 IV J 1 NI. J»1 B2 RigidLam LVL 1 3/4 9 1/2 1.5E 1 28 28 WHERE PLATE NAILING AT • L 0- •! JB 1 BLKG RFPI-20 1 3/4 9 1/2 20 3 60 I SHEARWALL ABOVE K K ... ._ - Accessories EXCEEDS ONE ROW, .... J6 ... ... ..... N N __ ... .. J6- PROVIDE ADD'L BLOCKING 12'-0" 1 4'-0" I H 1 ITHO1 f PSO-or-ITT9.5 4 OR WIDER RIM MATERIAL \ ,. ::::::: ::::::::: J6 ..:::::::: :::::: ..... i i _... - __. J6 __ AS REQ'D. 6 S ... ..:.: .:...., Jb 14-0" 12-0" $'; .........__ __...._... _........... d6....._._. _. ............. ..... ............. _.___ ----__ ._........ ....... _Jb.. _--- _....._.. .... ............ • ... ....._. ..... ..._. _ .._... ..__ ._... _ v R1, Jc1 J4 _.. __ I- l . 1- Ru.. . .. ..-- .._._J 1 J43:4 START R11MPORTNT_J4 _ REFERENCE N FOR ALL FRAMING' STAR DETAILS AND I-JOIST INFORMATION PORCH FRAMING FRAMING .. PORCH 0._. L-�EGEND: HERE HERE ( H ?—-HANGER GALLOUT J - PacifiaJ.umber X -SUPPORTING POST COMPANY -POST LOAD ABOVE & TRUSS R -RIMBOARD L CONFORMS TO DESIGN TONGRr CONFORMS TO USIGN'TiNl'RT WITH 5930 JEAN ROAD LAKE OSWEGO,OREGON 9'1035 (503)858-9663 LB -LVL BLOCKING REV157,ONS AS SHOWN PLAN DESGRIPTION/NUMBER: 26 10 B ,B -JOIST BLOCKING Eg ao„F:»«:,o oFV:sN<o »r L NON-TONFORM'NG-REVISE AND RESUBMITO GUST POLYGON J -JOIST CALLOUT 0 1;= �Er.V.�., ,;„r a ,cE I:qE.,IZATJA riA SDEAAL irc-lu_e PLAN DATED: 9/25/1 5 0 9, n 'LLL,COACLA1 ON,Ahn XISN.1 Ar.lEvF ,E B -BEAM(FLUSH W/JOIST) r r ,E4 E I ewn 1 k s u iSAKA i Fi I AvEFF . EWPDESGNER: KA4BELIYOOD DATE1 1/12/19HDR -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT — . —. w r ;O ,]rR __ :,. aeau Fw oen 9,1[4a___ ge: IAA R.Earn :x:e::5ecieB.:r 13,2011 BBO-BEAM BY OTHERS SCALE: 1/4"-1'-0" CT INC FL 1 3—2 5 3 (MAIN) SHEET: 1 of I 7k RERAN D' ',.ECaS ENGINEERING - n CONFORMS TO DESIGN CONCEPT POLYGON 'r CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 BC REVISIONS AS SHOWN El CONFORMS TO DESIGN CONCEPT PL13 290 UP H NON-CONFORMING - REVISE AND RESUBMIT ® CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 THIS SHOP DRAWING HAS BEEN REVIE '5-r` GENERAL CONFORMANCE REVISIONS NOTED WITH THE DESIGN CONCEPT ONLY AND 'OES NOT RELIEVE THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products FABRICATOR/VENDOR OF RESPONSIBIL EY FOR CONFORMANCE WITH THE DESIGN ALL HICHYHAVE AVE PIIORITYNS, THS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PlotID Length Product Plies Net Qty WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATCR,NENDOR of RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RMI 36-00-00 1 x 14"APA Rim Board 1 1 By: Todd R. Eaton Date: September 19, 2014 DRAWINGS SPECFIC-TIONS ND APPLICABLE CODES,ALL of WHICH HAVE RM1 17-00-00 1" x 14"APA Rim Board 1 1 CT ENGINEERING NC PRIORITY OVER THIS SHOP DRAWING. By Alexia Fukui Date 9/22/14 RM1 13-00-00 1" x 14" APA Rim Board 1 1 MILBRANDT ARCHITECTS RM1 3-00-00 1"x14"APA Rim Board 1 1 — RM1 2-00-00 1" x 14"APA Rim Board 1 1 BM19 15-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 4 y BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM10 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 B p 1-07-03 BM3 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F09 BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 'iMEPOIffirirk.,1 '==:"elm F09 I• •1 Im BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F07 1 FOB 7i BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 c7 F06 BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 2" I I h BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 4 Fu< 19-05-00 r06 BM8 14-00-00 3-1/2 X 14 BIG BEAM 1 1 F FGr, r0 2 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 FLS. 0 I II F00 ° 0 BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 BM3--- ... F E —I W < O BK1=BLOCKING i Q 0 J C RM1=RIM BOARD F -,; �.:.;._ O z ACCESSORIES QTY d.OBM4 F02 Lt a. Q W 0 THO17140-2 43 y C/) 2 © HUCQ1.81/11 6 F04 F02 Q " O — 1x14 OSB RIM FOR SHEAR BLOCKING 28' � CY _J F04 F02 Z W �, <L m F04 F02 —1 O WSHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I,, r 1, F02 Zcl) Q HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. W W LU FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA BM3 F04"� F W Ce c!3 �� F0� -a X {q L j FLOOR LOADING :mg " .. F02 0_ W Z i 40 LL c O,al > 0 - 15 DL 2 miiE LL! F02 a 0 0 19-03-12 F02. • _ _ , F02 ' l m om F02 i JOIST WITH RIM t-12 F11 W n°. 7.,.. .,.. F11 it PacifI& umber BMsF01 /7 el & TRUSCOMPANY .—I l�, G�NI..N tt ifr ,J,L =tfi RM1