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Plans (81) ' : LEGEND —SS SANITARY SEWER Community _k_ C - - � I 1 (N i I 1 I _ --SD STORM DRAIN Design Y _ , ._._....... — o— o —_I J —w WATER LINE 9722 # f MANHOLE 12564 sw Mair;street / 304.5 t 300.9 i` x T1503-941-94843 OR CATCH BASIN 1 50 0 f DATE. 8/31/2017 I REVISIONS — -01/ STREET LIGHT NO. DATE DESCRIPTION — — — /iv_ — -- — { i — 27.00' STRAW WATTLE PERIMETER t:, 17.L — EROSION CONTROL E_.._._ € I .00' `- - / /35 I �� FLOW DIRECTION ARROW ,, STREET SECTION, SEE `--,''� I/ �; ( Iiii€ 1 0 CONSTRUCTION DOCUMENTS [Pr T r 1 120I _ I 121 j 5.00' i 4,900 SF ; ; 1`' SETBACK SUMMARY ` _ €.._ / — 1, ' 8.00' N. FRONT SETBACK: 12' E 119 BUILDING: 3B co I SIDE SETBACK: 3' J 0 as € � € Cn FF=302.41 i ' / STREET SIDE SETBACK: 8' ` " I / FRONT GARAGE SETBACK: 20' x' I` r. FRONT PORCH SETBACK: 8' o ;' i ; i : 1 REAR SETBACK: 15' m ,1 ; i I€ REAR COVERED PATIO SETBACK: 10o Q 1/—— , GARAGE ' 1 € I I iv Ir 1 1 _, € I I / , w — � _ ___ __ I __ LOT COVERAGE. LU 6.00 N -- — - — , PORCH ; PUE TYP./ RIVER 3 — — a a _a • -- 0 C LOT AREA: 4,900 SF — — — 120.00' _ I _l___ — _ TERRACE 'c‘iD — —— 12.90' — ——i'— — — — - BUILDING FOOTPRINT: 1,569 SF o �...,, / '297.6 _ + .A� EAST o 1 �` COVERED PORCH: 161 SF Ibik61: I, / j' a , it, VIOL r COVERED REAR PATIO: 0 SF 1 0. r> li N WATER METER `Ilir SANITARY LATERALAl Lh., CANTILEVER LIVING SPACE: 20 SF 120 o, is ,, .�� SS S SS S L 55 (1) YELLOWWOOD / e DECK AREA: 0 SF PLOT PLAN N B CLADRASTIS STORM LATERAL o SD- S;' KENTUCKIA-so - TSD ,D_ TOTAL COVERAGE: 1,750 SF ,- ,^v.-----____ „,, C, ac, a� a,so _ . , M` ^' v ti - -' t �-q `, 35.7 % 1 % SW SNOWDALE STREET 1 D_ I / "-' / ; IMPERVIOUS AREA: 2,435 SF o , Ili \." / / `IV i I \ e 1 , 1 t I D- U 0 5 POLYGON NORTHWEST (503) 221 -1920 CITY OF TIGARD (li) PROJECT NO.: 395-041 2S1 W6 Approved by Planning TYPE: CONSTRUCTION SCALE REVIEWED BY: PRE LOT 120 (R-7, STANDARD) Date: S-1--I 10 20 RIVER TERRACE EAST Initials: S� 1 INCH=20 FEET Q.z 16599 SW SNOWDALE STREET :--1-"---7.--t= PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" a �npquality engineered wood products for todav's builder'- >5,t,,, ," These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber R�G��LAnn-LVL R�G��R�n�- ,II ��i Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other soave ROM ALL w,a Ler, rows PROM ABOVE „W,axw,Ia.,. Tor .s arias.. R„�„„„r„ , III BELOW S4N.>SH BLOCKS product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or I/; >-,.., _ `� reRvrT,.�,e.NArcN copying off up to 9 9 $10 9 FOREST PRODUCTS " "FOREST G py g plans,infringes rights under the Go rl ht Act.Infringes face liabilities that include /_ BELOW To POST Heave. penalties of up $20,000 per work infringed,and$100.000 per work infringed willfully. �; \.jII11\ 4�RFPI Joisr CONTRACTOR NOTES: D55/6N NOTES: a^.*•.,. 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS .TvnN.avw.w,.�,ti 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR -��,.�,m>."�e:;�"N° :°°"`"`"" - (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS SITE BEARING/VALE ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 RTS. H.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LOAD/N6: 5)PROVIDE PROPER SUPPORT AT ALL psf VLOAD 1 2 D SHEARWALLS 1 2psf DEA D LOAD START START THIS 15 A PLACEMENT PLAN ONLY SLEEP/NAREAS: 30psf LIVE LOAD FRAMING FRAMING I This layout is to be used in conjunction with 1 2psf DEAD LOAD IHERE I I Architectural/Structural plans.Verify all HERE I shear wall blocking placement and connectors ROOFLOAD/N6: PATIO I PATIO g I I O / \ O Purchaser responsible for approving this 25psf LIVE LOAD R 9 1 -FA.-1 Ri— i R1 ayout prior to any construction. 1 Tpsf DEAD LOAD J4 Pq FA JO J& fill. P9 J1 J4 1•I 1.1 J5 __ --14 J4 H H JO H I z i J4 J1 H H J5 J4 Fl J5 JO J1 �i I•I J5 J5 I'I 1.1 -1 J1 J011 II J5 J5 I.1 J4 R 1 J4 IIJC JS A JLL. J4 ft 1 J4 Jr JS I'I J5 J5 n J4 J1 �I J 1 J5 1/45. 0 ..F5 J 1 •. J4 J1 � _ JG iV IN Jr., ,1 J 1 J1 I[I Di-B2- - --g.4 J5�_. d 6 ___ -- - - .14- J4 1.1 I -15 R 1 0 O R 1 JS U I-I J-1 tie _ l'i 42 TN hi Zi /ILir �L ISL 7\ l �\ L n 3 IL n et ILp,-J2 L ry ry J y� I J2 I 1 I .1 ._..._.._.;3..�._.__,_.._—J2 t a- a- yl�/,{ J2 J2 Ill J2 -- J2 E Ra ISI J2 _ ----fit----Jz R 1 l'I J2 ------ J2 I=I J2 J2 I°I hl J2 J21 - I=mJ2 J .1;sdSI J I .11 _151 J51 J1 J1 I — —I 1— PORCH PORCH IMPORTANT-/ J L 1 REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 4—1 1 q (MAIN) LEGEND: POLYGON 35 Mrk* Material Width Depth &rade Qty Gut Lth Tot Lth SHEARWALL ABOVE EXCEEDS ONE Paclfi umber ( H �--HANGER GALLOUT R1 OSB Rim 1 9 1/2 . 9 1 6 1 44 WHERE PLATE NAILING AT �i i J1 RFPI-20 J2 RFPI-20 1 3/4 9 1/2 1 3/4 9 1/2 2 1 0 1 O 1 8 20 1 80 ROW,PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL AS REC1 D. & TRUSS =SUPPORTING POSTCOMPANY ® -POST LOAD ABOVE J3 RFPI-20 1 3/4 9 1/2 2 2 4 MAIN FLOOR—1015T LAYOUT J4 RFPI-2O 1 3/4 9 1/2 14 25 592 SGALE, 1/4"- 1'-0" CONFORMS TO DESIGN CONCEPT R -RIMBOARD ❑ 5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 J5 RFPI-20 1 3/4 9 1/2 14 12 168 1E CONFORMS TO DESIGN CONCEPT WITH LB -LVL BLOCKING 51 RigidLam LVL 1 3/4 9 1/2 1.5E 3 1 2 36 REVISIONS AS SHOWN PLAN DESCRIPTION/NUMSER: 35 .15 -JOIST BLOCKING 52 RigidLam LVL 1 5/4 9 1/2 1.5E 1 1 4 1 4 O CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT CUSTOMER: POLYGON J -JOIST GALLOUT J51 BLKG RFPI-20 1 5/4 9 1/2 30 3 90 ❑xsvisoomsoons SIGN CONCEPT WITH rats SHOP DRAWING HAS BEEN REFIRED FOR GENERAL CGNFDNNONCE PLAN DATED: 5/11/14 0 PITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE B -BEAM(FLUSH w/JOIST) FASPICArORrvENDOR OF RESPONSIBILITY FGN IONFONYANCE CITE THE HDR -HEADER(BEAM BELOW JOIST) Accessories �. ,E DESIGNHIISASM PSSAND SPECIFICATIONS P CIFICATIONNAL4 1 VERIFY HAVE RITYDIMENSIONS. DESIGNER: KAM/L HENDEle50N DATE: 4/1 4/14 BBO-BEAM BY OTHERS H 1 ITHO 1 Y 950-or-ITT 9.5 4 F^ s alas. o. . By: Todd N. coo Pato:September IDODla MILBRANDT ARCHITECTS CT ENGINEERING INC FL 1 4- 1 1 GI (MAIN) SHEET: 1 of 1 POLYGON 3B PL14-119 UP 4/21/2014 14"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products PIotID Length Product Plies Net Qty START FRAMING HERE RM1 43-00-00 1"x 14"APA Rim Board 1 1 5-00-12 l - RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 37-00-00 1"x 14"APA Rim Board 1 1 Ili 0,A RM1 11-00-00 1"x 14"APA Rim Board 1 1 'IRM1 9-00-00 1"x 14"APA Rim Board 1 1 4f RM1 5-00-00 1"x 14"APA Rim Board 1 1 *IBM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 ll. LL LL 8 o LL LL [L I,L (l (.L LL W L lO_ BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 LL _ J. W I: BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 I BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 'D BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 0 1-31-0C BM10 14-00-00 3-1/2 X 14 BIG BEAM 1 1 I 1 1 B iol 1.! A IMil 1 4v191,,__iii_ BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 2 15-1! \ re -04 BM8 RM11 BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 1111111111111 11 4 BM7 12-00-00 3-1/2 X 14 BIG BEAM 1BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 H BM2 8-00-00 3-1/2 X 14 BIG BEAM 1 1 � r" .-aI o RM1 � BM11 7-00-00 3-1/2 X 14 BIG BEAM 1 1 LL L1- E .LL LL LL ILt L� L U_ 2 BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 n BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 .I FLOOR LOADING �� ®5-01-01 QBK1=BLOCKING 40 LL �'�4 i ifl N—H .1 ` RM1=RIM BOARD 15 DL YY YY 3 - ., N N ®® ,t, II 0 II II o ILL c oo o I0 ACCESSORIES QTY II 3-06_14. IIOII. O THOG7140-2 53 111. © HUC412 S a o la CO l a -t , '1'1 2 m 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' L= la uli b LL_1 w III m LL ➢- —L 1.4..—@= - ^�03-Ota 2 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ill0 1 _ r. - — —lM--� m— A _ -- II ff A iBM7 I I REFER TO STRUCTURAL PLAN FOR ADDITIONAL IBM21I {I ;_14 FQ I r POST TRANSFER BLOCKING I BM11 It ®q�jj „- I ' U AND SHEAR BLOCKING REQUIREMENTS. RM1 [BMS o� B I HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY.[ [FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA[ WHERE PLATE NAILING AT SHEAROW,PROVIDE ABOVE EXCEL CKONE 6"f ' ROW,PROVIDE ADD'L BLOCKING OR WIDER RIM MATERIAL AS REQ'D. (24x36 SHEET) SCALE: 1 4' = 1' 0" ❑ CONFORMS TO DESIGN CONCEPT JOIST WITH RIM IA CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN El CONFORMS TO DESIGN CONCEPT ❑ NON-CONFORMING-REVISE AND RESUBMIT S ONS OTE THIS SHOP ORATING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE REIGN CONCEPT ONLYC RIO DOES NOT RELIEVE THE Paci umber NON CONFORMING- 6 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORM/10E PITH THE DESIGN DRAWINGS RD SPECIFICATIONS ALL OF VERIF HAVE PRIORITY - OVER MIS STOP DPAPIN'v. CONTRACTOR SHALL VERIFY ALL DIIENS10N5. =...,,,,,,.„...„.;:. ...,.. .... - aAk, ozm v/ia/ia By: TOES R.Exton Date:September 19,BONI 8e TRUSS COMPANY R MILBRANDT ARCHITECTS CT ENGINEERING INC