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Plans (88) • LEGEND: '" - —ss SANITARY SEWER I "` I ___1 — —1 _ 'i v _.4 _____,1____ I .IL"---- -_-� — — — —SD STORM DRAIN �:,I<<1 .„IL. M - 1 ___w_ WATER LINE 1 ��,1 r11 — — — '— 12564 SW/Main Street MOO • MANHOLE Tigard,OR 97223 — — 331.9 328.7 ^�' [gard,941-9484 I I ■ CATCH BASIN DATE.: - 6/16/2017 50.0' A i — — — I I REVISIONS -O- STREETEROSION LIGHT I I NO. DATE DESCRIPTION — — — / _ 27.00' , STRAW WATTLECONTROL PERIMETER I , — — — - - 35.00' �"14ow* FLOW DIRECTION ARROW l I I re- ii °1 I _ CI STREET SECTION, SEE ° , CONSTRUCTION DOCUMENTS I II I IL I I "4' i I 55 I i i SETBACK SUMMARY I I I 5,000 SF r I I ; FRONT SETBACK: 12' 56 I b 1 i b I 54 i SIDE SETBACK: 3' l o BUILDING: 5A 1 - M I STREET SIDE SETBACK: 8' E : i I FF=332.61 i i FRONT GARAGE SETBACK: 20' o I i Ii i FRONT PORCH SETBACK: 8' I I I 1 i I REAR SETBACK: 15' F. ' R I ' GARAGE i 15.21 I REAR COVERED PATIO SETBACK: 10' N I II I M I) ' I 1 N ' o I I I I II M I c I' 4.79' ' i 1 i D k I I II I LOT COVERAGE: L. .----- 1 � I - ----- -'PORCH,I---- ILJ--- I RIVER 6.00' - - ---- ■ NS = PUE, TYP I L ....,,,, LOT AREA: 5,000 SF N I — — — — — — — —'``'�„_,,' TERRACE rj a `► I 20.00'– _15.21' —18.00' L. BUILDING FOOTPRINT: 1,814 SF ' -- ' --- % EAST r_`� 1 ��` .,:gam�� —:+ COVERED PORCH 52 SF o / t� ' I�� �:' �, K 50.0 ��',��7,��� �` - _! '/�,i1;�� Peon grar,ipopli=30.8 2/1/ � -"ATA� � �f ituffrii, 327.8 r • COVERED REAR PATIO: 170 SF 44/1,010„, cn c,; J4f!AIE: \7 STORM LATERAL ss .�VA ., 1-� �s S DECK AREA: 0 SF PLOT PLAN II (1) ROHANI EUROPEAN 1111 SANITARY LATERAL IR BEECH / FAGUS SYLVATICA ?o r3 a TOTAL COVERAGE: 2,076 SF at .D 'ROHANII' 4D , SD / SD ��� N7 o w SW LARKSPRING LANE 1�- B / w 41.5 % o , / / -1 l \� l , I 1 1� ! a \ / IMPERVIOUS AREA: 2,614 SF i U v 0 H 2 POLYGON NORTHWEST (503) 221-1920 iTY OF TIGARD6) $ 2S1 W6 approved by Planning PROJECT NO.: 395-041 Date: 10/ 1 i / 11 SCALE EtY: CONSTRUCTION PRE a LOT 55 (R-7 STANDARD) e,ItlalS7 rn a i !!/. RIVER TERRACE EAST _._- 16791 SW LARKSP RI N G LANE 1 INCH=20 FEET Z --`- PACIflC WMBER COPYRtHt SIS ROSEBURG FRAMING SYSTEM'" —.7.................. ~ .. `�� - These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015.products for IOdOV�builder ��i 'o , �,� cThe o plans may n not be re-used ooem n whwhole m part,without Witten permission from Pacifw Lumber npay, copyrightship of the plans.Use ofthese plans byany other RIGIDLAM L�(L RIGIDRIMt 14113111 :':":"z-z: �I/ rem mu�awaterµ product suppler other than Pacific Lumber Company is auicty prongNted.Unauthorized use or sews nw.wewc.s copying of these plans.Infringes rights under the Copyright Act.Infringes face Nobilities that Include - se:on ro.osr.wve. penalties of up to*20,000 per work mfrinowa and 5100,000 per work infringed wilfullU e� 0 � 11 4 RFPI-JoIsT I;, v. adwewnalrtraevasx� r '� coNntAcrom NOTES, DESIGNN01ES: 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS TG°"- 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR MAIN FLOOR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RM'SLOGANS PANELS ATN DEWS MALL ASOYE POST LOAD TRANSFER DETAIL SCALE:1/4'- 1'-O' 5)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA (UNLESS NOTED OTHERWISE) OF L/46O NTS. NTS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOADING, 5)PROVIDE PROPER SUPPORT AT ALL 40psf LIVE LOAD BHEARWALLS 12psf DEAD LOAD START START 1?5 15 APLAGEMENTPLAN ONLY SLOPING LOADRCAG { FRA G FRAMING This layout Is to be used In con 3opsf DVA OA junction with t 2psf DEAD LOAD Archltecb ra]/Structiral plans.Verify all HE- HERE I I shear wall blocking placement and connectors ROOPLOADING I I I Purchaser responsible for approving this 25psf LIVE LOAD PATIO / \ PATIO ewout prior to any construeaon. 1 Tpsf DEAD LOAD fWi - n 1 Iz 1 Js J1 -i R.1— moi-- ff — J1 J1 JS .. CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWNJ4 ❑ NON-CONFORMING-REVISE AND RESUBMIT ~ -. J::• 1 RtJ� __-- THIS SHHOP DRAWING HAS BEEN REVIEWED FM GENERAL CC4IFORNVE£ 1 _ J;.1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1 JB ir._____ _ _.„_... . . _�-"`ITS `"M»"- 1 ,p9 FASHICATS/VE1EOA#RESPONSIBILITY FOR C oRNAKE WIN THE I R1 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF*RICH HAVE PRIORITY - 31 I I STEW THIS SHOP DOMING.,-.. � — _� By: Arnold R.Solomon Data:pay 11.2014 f CT ENGINEERING INC JS ' _ ray J1.. —31 _ — JO hts 3 A J UJ i © CONFORMS TO DESIGN CONCEPT e - 1111111k All41 O O J4 __ i — _s 11 ry SIGN CONCEPT WITH a & & R 1 *'9� .__._.. REVISIONS NOTED __— 1 — ---i- e 1 0 NON-CONFORMING-REVISE&RESUBMIT _ RA-----7"6------- 0 O � THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE RI ., N N ter— J2 YR 1 WITH DESIGN CONCEPT ONLY AND DOES NOT RELIC VE TIE FASRCATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 1 IL IL DRAWINGS.SPECIFICATIONS,MID APPLICABLE CODES,ALL OF WHICH HAVE b Y 1C O' J2 ( PRIORITY OVER THIS SHOP DRAVMIG. J3 3 _____.3., n N. r g -2 By Jeremy Pfarr Date 5/11/16 _ .. _. MILBRANDT ARCHITECTS 42 �A. J2 R1 � U , — �- R1 — J2 L. J2 - ,- 32 r— y 32 - ..__ ----- --- ------- J2 �. 32 --- 32 +-, t=o------ ------ ------- ---- =x... - ---- --d2-[ _- IJO J-?----- I.,, • 1 1 .2 41 —____41 .2 I I 1- —-3-t _. ____ ______ 1 PORCHI R4 -, � PORCH � (MPORTANTI I I I I REFERENCE INSTALLATION L PL 1 5-5 1 (MAIN) J GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION POLYGON 5A FRONT TO BACK Mrk• Material Wldth Depth Grade Qty Out Lth Tot Lth Si RigidLamLVL 1 3/4 9 1/2 1.5E 2 16 92 u be EGEND: 52 RlgidLam LVL 1 3/4 9 1/2 1.5E 2 1 4 28 V 53 Rl LVL 1 9/4 9 1/2 1.5E 2 12 pacinat L H -HANGER GALLOUT R 7 OSB Rkn Rim 1 9 1/2 1 1 1 6 11/6 ® -SUPPORTING POST J1 RFP1-20 1 3/4 9 1/2 12 12 144 32 RFPI-20 1 3/4 9 1/2 13 20 260 & TR U S S C G PA P A N Y G -POST LOAD ABOVE J3 RFPI-2O 1 3/4 9 1/2 2 2 4 R -RIMBOARD J4 RFPI-20 1 3/4 9 1/2 3 14 42 J5 RFPI-20 1 3/4 9 1/2 12 50 960 10515 5W ALLEN BLVD DEAVERTON,OREGON 97005 (505)656-9663 LB -LVL BLOCKING 36 RFPI-20 1 5/4 9 1/2 1 26 26 PLAN DESCRIPTION/NUMBER: SA FRONT TO BACK ./B -JOIST BLOCKING 31 RFPI-20 1 9/4 9 1/2 1 10 10 CUSTOMER: POLYGON J -JOIST GALLOUT J51 BLKG RFPI-20 1 9/4 9 1/2 25 5 T5 PLAN DATED: 2/25/14 B -BERM(FLUSH W/JOIST) J52 BLKG 1.15 LVL 1 9/4 9 1/2 1.5E 6 3 18 NOR -HEADER(BEAM BELOW JOIST) Accessories DESIGNER: KA,NI NONPERSON DATE: 2/16/1 5 BBO-BEAM BY OTHERS 111 ITHO 1 1950-or-ITT9.5 4 PL 1 5-5 1 (MAIN) SHEET: 1 of POLYGON SA PL14.89 UP — 14"OPEN WEB JOIST @ 19.2"O.C. 72912014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS T START FRAMING HERE > Products 1-M1 PIotiD Length Product Plies Net Qty ..r..—.i INN NINA Y+.x late,I IMM INE —...am!, - i t GC�.urAmpi.. ....mils -! :�rRM1 47-00-00 1"x 14"APA Rim Board 1 1 ,, , 1 i 1 i I , ., 4,. �ill RM1 40-00-00 1"x 14"APA Rim Board 1 1 4 : * f!. . i i ". 7,, i , g RM1 39-00-00 1"x 14"APA Rim Board 1 1 l �� RM1 21-00-00 1"x 14"APA Rim Board 1 1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 r € i 1 i `r R RM1 800 00 1"x 14"APA Rim Board 1 2 h> 6 6 0 0 L ; RM1 4-00-00 1"x 14"APA Rim Board 1 3 y BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 l BM4 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM7 21-00-00 5 112"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 1 BM1 21-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 o o BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 I f ila, > k BM9 19-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 _ _ mi°}MN NINA TT T ''" $ BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1�o p BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 a ' ' [ ' BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 K. ' Y 1 !� BM8 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 j "lj I� ! BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I" la G 'E� BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 1 (.,, 0) d; �o A/ _J BM8 7-00-00 3-1/2 X 14 BIG BEAM 1 1 BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 T I BM11 4-00-00 BBO2 1 1 13,'M i. __IBMS] I ' - rg _ - - - - _ Fl OOR LOADING gg gg qq ai _ _ 1't4l _•G 4:1 BK1.eEOWex 40 LL K JPPIiiiiii� R ACCESSORIES QTY EE ® THO17140-2 16 r 1� F , IA., I ap 1TT14 3 L 7, i 1 X 14 OSB RIM FOR SHEAR BLOCKING 21' i U� I i, 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN j 1 LL '71 - REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING AND SHEAR BLOCKING REQUIREMENTS. (HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.I O _ K1 FLOOR DESIGNED TO MEET OR EXCEED 11480 DEFLECTION CRITERIAI II -A--IL— —A_ _—I.—milt.—l_.AIL_4__ _JI_ ! / -I -•1 I C El CONFORMS TO DESIGN CONCEPT JOIST WITH RIM r4 CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ® '°'°"1O 0F1N Comm 0 NONCONFORMING-REVISE AND RESUBMIT ❑REYIfgk 'Nis RY D*1R WS FIN MY EAE:.DR M14.1..DKY11..ACE ❑ Arii 1iECEMG.S WEFTD" MAESb 1 'KE Pa tuber eRRAi.A DS YEAR,Di RES.W18tttt EGR xv KKr :ix iW u� CE 3.,]94A MCS 111 SRftlCKA/C11 4. , W mocn DY R.N;S Mi JRkR:Y6. CM:MGIC.9Wl E41°1 0.l D7KReiCrS (24X36 SHEET) SCALE: 1/4" - 1'-0" u;;" w, s wt a *Ra R.Eem w IAtwe.,w.mq & TRUSS COMPANY MILRRANDT ARCHITECTS CT ENGINEERING INC