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Plans (79) l 7z ''( 3 Sr.✓ TeJet Gc -e cs C. iti..S 7 o/6 — 00 A3 LEGEND: —ss SANITARY SEWER Pacific —SD STORM DRAIN Comm mit} —W WATER LINE Desi/gin 12564 SW Main Street f ® • MANHOLE Tigard,OR 97223 < (n 503-941-9484 ti' --,1, } 11 ■ CATCH BASIN TRACT J D4 / 19.00' 20.00' 43 0-• STREET LIGHT : STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 263.6 4.00' b° 264.3 3.Q0 I 0 DATE: REVISIONS12/16/2015 EROSION CONTROL PUE I _ _ — 34.0' 264 ���,P STREET SECTION, SEE I , © CONSTRUCTION DOCUMENTS V r . r . 1-71 61t 1 I ii GARAGE ' I I I SETBACK SUMMARY IIi I 71 1 I ;t =J -1 11 I I 10.II i FRONT SETBACK: 12' * f 1 ( - i SIDE SETBACK: 3' L I II I ,�10°` L* STREET SIDE SETBACK: 8' II IN 1 1 a REAR SETBACK: 3' 4.00'— 01 I _`1 44 PORCH SETBACK: 8' 1 1oI I 61 I Io 4.00' 1 III 62 0 A 2,720 SF 1 u°°I I BUILDING: 2610DR I mo 60 FF= 265.4 I O 1 0 E ,I v liI II d 1 1 I ;LPORCH I 5 ,, LOT COVERAGE: N• n I , ___ I I I 1 1 .I _ 1 L o 8'00',1 LOT AREA: 2,720 SF i —FUE 19.21' 19.05' I i POLYGON AT O 264 7 —G / BUILDING FOOTPRINT: 1,314 SF WEST RIVER SIDEWALK • _ YI a COVERED PORCH: 73 SF TERRACE 3 1 a t-,,, I,, / CANTILEVER LIVING SPACE: 0 SF N G 0 N • N PLANT (1) STREET 73 TREE: 2"CAL. COVERED PATIO: 0 SF O WATER METERYELLOWWOOD/ 0.1 I I I Alibi. CLADRASTIS DECK AREA: 0 SF 0. STORM LATERAL 55ss KENTUCKIA —ss LOT 61 Q TOTAL COVERAGE: 1,387 SF PLOT PLAN OJ SANITARY LATERAL 34.00' B a as I I � a as 51.0 % 6 � SW JEAN LOUISE ROAD�./ ilk - IMPERVIOUS AREA: 1,704 SF . \\ �I1Tr A I-T AI r �d W F. IC `91 ° 111111111311 l ' o CITY OF TIGARD POLYGON NORTHWEST (503) 221 -1920 Approved by Planning ( /1 v Os 2 S 1 W6 Date: S/ /0 PROJECT NO.: 395-029 TYPE CONSTRUCTION Os LOT 61 (R-7, STANDARD) Initials: VY1. P SCALE REVIEWED BY. PRE POLYGON AT WEST RIVER TERRACE r 10 20 0 Z 17243 SW JEAN LOUISE ROAD 1 INCH=20 FEET f g '` ROSEBURG FRAMING SYSTEM" . :R PACIFIC LUMBER COPYRIGHT 2013 , . - ., ur engineered w These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2013. 4 4products(� ���1��- ,ed11.. I' 4 we The plans may not be re-used or copied,In whole or part,without written permission from Pacific Lumber r y-� _ '--'-°-„„y,,. ,,I' IIiI o'se,,,os aasn Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other RIGIDLAMLVL RIGIDRIM 1 ---+-» -isT� • s product supplier other than Pacific Lumber CompanyIs .-41111:” „, ' -.w- G..A A MATLN p strictly Infringes face use in `IZ I' G , ee.�nsc,uee„ora+oc.s copying of these plans,infringes rights under the Copyright Act.Infringes face Iiabilitlas that include }��qh f` �p 'A t I•` � T \� af+�m TA T�eova penalties of up to$20,000 per work infringed.and$100,000 per work infringed willfully. 'py'(N� � II!! RFPI-JOIST I,f ��: > r - �j IIh ` GONT)<AGTORN07L4s avNor m•- I ; ' 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS ^ w -+ 2)ALL FOOTINGS PER DESIGNERS PLAN DESIGNED TO MEET OR ,........:I......,...-..... (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPi8LOGKN&PAte s 14TH BEARN&MALL ABOVE N.TS. N.TS. 3)ALL BEAMS PER DESIGNERS PLAN DEFLECTION CRITERIA POST LOAD TRAN3PGR PETAL (UNLESS NOTED OTHERWISE) OF L/450 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LO & 5)PROVIDE PROPER SUPPORT AT ALL psf VLOD 1 2 D SHEARWALLS psf DEAD LOAD 5LpsfL Ar4dr 30psf LIVEIVE LOAD 1 2psf DEAD LOAD ROOFLOAD/N6r 25psf LIVE LOAD 1 1psf DEAD LOAD I- 1WHERE PLATE NAILING AT WHERE P TE NAILING AT WHERE PLATE NAILING AT SHEARWALL ABOVE SHEAR ABOVE SHEARWALL ABOVE EXCE-AS ONE ROW, EXCEEDSONE ROW. EXCEEDS ONE ROW, PROVIDE ADD'L BLOCKING PRO DE ADD'L BLOCKING PROVIDE ADDY BLOCKING OR WIDER PATIO 0'-WIDER RIM MATERIAL OR WIDER RIM MATERIAL ' PATIO / AS ED'D.RIM MATERIAL . : REQ'D. AS E 'D Q . R1 R1 R R1 ' PL 3-255(MAIN) l: I J3 R1R1 R1 - JR1 -.T POLYGON 2610D L Material Meth Depth brads My Gut Lth Tot Lth Jb 'k - Jb I 1. . in N I I ..._ Jb .._ .... ...- .._ r J 1 2R1 055 R10 1 3/4 9 1/2 1 10 110 J2RPM .16-- --- __..�_. O O - ._-.-..._--_—.--- J3 RFPI-20 1 3/4 9 1/2 1 8 5 -_ ....... Jb ._:: _- ....... _... I^ J5 RFPI-20 1 3/4 9 1/2 1 28 25 5 l 5- l RFPI-20 1 3/4 9 1/2 10 5b 60 1 1 g 1.5E 390 1 1 O _ _..... _---:_.:J6 .. ..i4-_._ '� -� •... J 62 RigidLam LVL 1 3/4 9 1/2 1.5E 1 25 25 -12 .9., O 53 RigidLOm LVL 1 3/4 9 1/2 1.5E 2 5 12 II ... _.._ _: Jb.-_. ...._._..- �°... ......-...TJ3L.. --' .._..._. -... n JPI B 1 BLKG RF -20 1 3/4 9 1/2 20 3 SO I , P - AccessoriesO 1 - 1 R1 ".,R 1 o H1 ITHO 1 1950-or-ITT9.5 16 M ''' JB ....._ I JE 1 ry WHERE PLATE NAILING AT :-_ J6 J .. __._ ..._ _ IL SHEARWALL ABOVE • _. .. 'i h ,- .- EXCEEDS ONE ROW, A .----- -- --i J6 PROVIDE ADD'L BLOCK! ' 1 2'-O” .. -- -'- -------- 14'-0' ... v OR WIDER RIM MATE. .......--_:_.--. ...._—:• I Jb......._:_i _.._ .. __ AS READ- ' r ..1 E.- 14'-O' 12-0' . — _ .. .... J6-- - -- -- -6R- - --- "-, -- ------------52---- . --- 1 R1 J=1 i . . .._.: J5 11 J61 R.1 — i. I I -- -- -J4-- - I I J3/ T-Trip--N Tri-1r-1. T i I I 1T—rt 1srl� Tr--7r-713-1,7---73-77--o 111 PORC I I PORCH ,!i i R 1 Jl JJl J'T J0 Jl J1 .9 Jl J I I Jl J7 .11 J`I Jl Jl Jl Jl .t7 R 1 r ---764 SB I I ,;66 B3; REFERENGE NSTALLATION START +iii_. , 1 i R 1 -J 1 `~Ii -- j R 1- START GUIDE FOR ALL FRAMING FRAMING R 1 R ; DETAILS AND I-JOIST INFORMATION HERE i 9-1/2 RFPI-2O C 1 9.2.0.G. 9-1/2 RFPI-20 0 1.1.2'O.G. / FRAMING LE6END: I WHERE PLATE NAILING AT I WHERE PLATE NAILING AT // HERE - SHEARWAONE OWE � EXCEEDS ONE ROW, SHEARWALL ABOVE H -HANGER GALLOUT EXCEEDS ONE ROW, PROVIDE ADDY BLOCKING ING ® -SUPPORTING POST OR WIDER RIM MATERIAL AS REQ'D. OROWIIDER RIM MATERIALDE ADM. OI ® -POST LOAD ABOVE AS REOD. & TRUSS COMPANY (❑ CONFORMS TO DESIGN CRUPT R -RIMBOARD5930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING ® CONFORMS i0 DESIGN CONaTT WITH REv150NS AS SHOWN PLAN DESC OK ESER 2610 D J9 -JOIST BLOCKING _... - N nsoosa:TonmasumicEar 0 NON-CONFORMING-P.WISE AND RESUBMIT GQSTOMgC: ...-POLYGON.. .. J -JOIST CALLOUT 0me ao u7...........,.."... TES SW 0AWIA RAS EU.=_=e:FIC F:.MEM;m n-uuM PLAN DATED: 9/29/19 mo mm iie 0010:man 14.1 ME VIZ k0T FTL'E+4 115 B -BEAM(FLUSH W/JOIST) - Feklum5,1 35 t RESMSIIliLITs FS M7..IFKE WITH re HIM -HEADER(BEAM BELOW JOIST) MAIN FLOOR JOIST LAYOUT .....,.-...„-„:„,„„.„,,s,...,,,,,..,-,„„-,„.. tS''."MIIMS use aft CTRATI0e M 0$13550$11111 EYM1P DE5IGNER: K AM/BEL#YOOD DATE: 1 1/12/1 9 r %wxrss ionravwn-u KR MS SW 32%L5. f:=A:K 9'rJ�L'rtF.:FT L_DIE-01,70. 000-BEAM BY OTHERS SCALE:1/4'-1'-0' or ate,AmFa,. o<- IRIS Ap: Todd A.t:te. Cere:smrt:mAr i9,zv; PL 5-255 (MAIN) SHEET: 1 of 1 MILBRANDT ARCHITECTS CT ENGINEERING INC • n CONFORMS TO DESIGN CONCEPT POLYGON Fl CONFORMS TO DESIGN CONCEPT WITH 14" OPEN WEB JOIST @ 19.2" O.C. 2610 D REVISIONS AS SHOWN El NON-CONFORMING - REVISE AND RESUBMIT O CONFORMS TO DESIGN CONCEPT PL13-291 UP H THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CO` vu El CONFORMS TO DESIGN CONCEPT WITH 12/2/2013 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE E REVISIONS NOTED FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANC °ITH THE ❑ NON-CONFORMING-REVISE&RESUBMIT Products DESIGN DRAWINGS AND SPECIFICATIONS ALL OF k1iICH HA"= PRIORITY THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE PIotID Length Product Plies Net Qty OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY A : DIMENSIONS. WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE g if FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN RM1 36-00-00 1" x 14" APA Rim Board 1 1 By: Todd R. Eaton Date: Sante.* er 19. 2014 DRAWINGS, SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE CT ENGINEERING INC PRIORITY OVER THIS SHOP DRAWING RM1 17-00-00 1" x 14"APA Rim Board 1 1 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 BM8 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 it v. BM9 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 BM7 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 04 BM1OI BM18 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1-07-03 ,- p BM3 7-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 . F09 BK1 6-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 m Fos ,i.`� -: �I 110 ; � _per BM11 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 FM W.1 ....., .1.-_..... mo ��- BK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 F08 [A 1 F07 is BK1 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 214 0 II F07 I I - BM4 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 'ili'os7...s. , .....,. 19-0 -00 3 F07 — BM10 26-00-00 3-1/2 X 14 BIG BEAM 1 1 F07 BM2 10-00-00 3-1/2 X 14 BIG BEAM 1 1 r. BM1 18-00-00 5-1/2 X 14 BIG BEAM 1 1 O w I I O F07 C) 21 if � QtnZ BM3 J IA l < O BK1=BLOCKING Q a J Ur - rt'e IMIll RM1=RIM BOARD O QQ, _ BM4 ACCESSORIES QTY LU 0_ F"- Q E02 I � ® TH017140-2 43 Q W (., F02 I F04 �� © HUCQ1.81/11 6 � �2 _ illr. 0 ct - _i F02 I F04 jl~ 1x14 OSB RIM FOR SHEAR BLOCKING 28' z m J Z W F02 I I F04 I— SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN ZO0IZ I Ek p F02 g I 1� HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. tom- W O W F02 BM3-= FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA O to X O W W110 �. FLOOR LOADING Q- W Z F02 N40 LL Ce > Uaumni F02 I 15 DL Q 03 F02 19-03-12 I 03 _ ' F02 I I F03 F02 ISI as_ 2 I-,`VI m JOIST WITH RIM W F11 . w ri I. £' II F12 III F11MIL JIM m£„ � 1 a ,, W. , .,.rr� :N BM9 PaciflW.umber ,._ RM1 _. F01 "2 0 COMPANY a> ��.� ._ � & TRUSS