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Plans (118) IS--30 ,clxi-1-1t,cii"-I r 5 Z.44 /-7,5-77,20/6 - 6700 77 I 1 , III ; r—— 1, 1\ r LEGEND: I I 1 IA_ ___ —SS SANITARY SEWER Pacific ni _ SD STORM DRAIN C ommun i ty Design . ' w WATER LINE 472.(1 470.1 ® 3 MANHOLE 12564 SW Main Street Tigard,OR 97223 23.0 41.0' [1]503-941-9484 Itt 1,,CrILIZMIE.L.MMIL.sitexUatirtnalOWNSCRIEWISWISIPM-**4.-r.W=IW.-ViVraZZ.r1... ....ir ra.ft=0.40.1 ._le.10r"'"=1=17,1,=='..1193.-..e_ 41§*.IfillM11016118NnwZisZ • CATCH BASIN DATE: 12/11/2015 I.II \ A-4) STREET LIGHT REVISIONS I I 14 /19.77' '1'''' \ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION 23.21 CZ, C: C, ' 0- \ EROSION CONTROL 1 --- — — — —29.00' —I-- t , I ii -1 ,. 14 t!, I , r... 1 1 I s. • 1 _t T. . , .1,, 1 1 i 1 thillikh. \ I 1 I : 9.00' ilt Lill ir 1:11:31 -----11 I gZSMIVD ir 6,528: I III L SETBACKSETSUBAMMAICK:RYI :, _.. 1 5.00' 66 SIDE SETBACK: SETBACK: 2_57 1 :I Ill : I i liREAR SETBACK: 15' cDi I \: FF=484.7 484.7 rj E, ' 67 -I \i‘ I 65 1 BFF=475.7 I CI I \ I 1 1 el I I A, i I: :I GARAGE 1 1 lj 1 1 1 lu I E IKRIIIMIMMIM 11110.:11 _ _ t i I — 7 CL - 1111111111111....." 11Nr...- Iral 111111mmiii.11111.111-5 II ii••• 1111/1)/(‘ Li _ L 0 —:-.1— . I--- --""4114111111111111111111 ,111 - PORCH v. I LOT COVERAGE: 1 ... ... 1. 1• 1 ----","--- iii1111ftI j L ,f- ___ m . r:, { i LOT AREA: 6,528 SF 1 , ‘ 6.00' \ : 1 POLYGON AT , \ . \ \ .. \ 27.00' PUE \ si \ , 1 24.00' 20.00' r- <2' BUILDING FOOTPRINT: 2,353 SF -it 1 ) ell* !. 11 BULL co I 2 / 1 a 1 x / • 1 1 C•1 ,_, _ _ _ 71,1 _ _ _I. IN I- / Aci;imlimm ,.. ji, I I aq COVERED PORCH: 13 SF MOUNTAIN .., w jaMillk. _ _ Ail, z\i .... ... ,,,,...........diarliti.............,.....,..... ‘ __ - A:Mk _ i . .--.._. L---------- ,.. if v.-1r } , 1 6,0' 4.--Ir-,,„- ----s- „ roll- Nr ! CANTILEVER LIVING SPACE: 0 SF 0) ' / Fir)(1 ' i4835, r , t• , 4A, ---- j ill vd, ' ----\ - Ad II= COVERED PATIO: 0 SF .0 _. §I 4 7311 '. . M , \ \44 Cr) (i) \ V -(f) DECK AREA: 208 SF F.--) _........ m lz \ .. . 1...,...-.. LOT 66 WATER METER A.• SIDEWALK Lo TOTAL COVERAGE: 2,574 SF cr, PLOT PLAN 0 r as_‘\ as\ 'cis as as m as 6 ..-- ) , CV TJ / 1 1 39.4 % , 0 SWTHAMES LANE , , 1 0_ ..... s ---- • 's IMPERVIOUS AREA: 3,178 SF \ 7 \ , \ - PLANT (1) STREET\ I ,---”; — oram • „ , . , TREE: 2"CAL. \I , 1 A E_ I r. g \1 STORM LATERAL 6 1-1 RAVI E I----lir KATSURA TREE / q I \ I ‘v V ar. ---- \ CERCIDIPHYLLUM ;/---- , SANITARY LATERAL - - , _ . MN j JAPONICA / ,/,/,t / \.,,We. - yr 4pp. / -:r r "rn CD CITY 0 F TIGARD i 2 POLYGON NORTHWEST (503) 221 -1920 Approve: : ' v Planning 0 PROJECT NO 395-031 a. . 2S1W8 D 378 /16 TYPE: CONSTRUCTION ate: SCALE REVIEWED BY: PRE C7, LOT 66 (R-4.5, LARGE) vy5 10 0 Initials: co POLYGON AT BULL MOUNTAIN 15360 SW THAMES LANE 1 INCH=20 FEET a ---- z EPP PACIFIC WMBER COPYRIGHT 2015 De5r6N NOTES‘ ROSEBU RG FRAMING SYSTE M— .w- ..... THIS FLOOR SYSTEM WAS quaUfy engineered wood prod EKNs for today 8 budder- ..—..— wsep... These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. DESIGNED TO MEET OR so,m e�ocK amu_ The plans may not be reused or copied,in whole or part.without written permission from Pacific Lumber RIG>'o LAM LV l.. RIGIDRI M:. ,I�I' rozrs r.�o,n.,eove EXCEED THE LIVE LOAD ajw- macs es coon. Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other msr�LL smes�s�orxs DEFLECTION CRITERIA «�. 1110 PeR oer�..,a..,�rc« product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or Qo, aafrs tDJfESrlRrsuUCia ROUSING flbuesr AWfdnPiFT3 copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include OF L/480 �i 1 `�/ en-a.ro POST,�eo n penalties of up to 520,000 per work infringed,and S100,000 per work infringed willfully. r '` `� II�� PLOORLOrSA/N6j RFPJJOiST 40 f LIVE LOAD ' T4 �/ 1. /�j 1 2psf DEAD LOAD 0900 wa;<sraxoaire�s ,�f�� ���� BASEMENT FLOOR JOIST LAYOUT '- SCALE: 1/4"- 1'-0" SLEEPING AS: - 30p5f LIVE LOAD ,,R "`e..,wv;`....'�°"C°''° START 1 2psf DEAD LOAD START ROOFLOAPIN6o FRAMING FRAMING 25psf LIVE LOAD RFP(BLOCKING PANELS rilTH BEARING CALL ABOVE POST LOAD TRAN5R DETAIL HERE 1'7pot DEAD LORD ecrs. N.T.S. HERE / • 9-1/2 RFPI-20 5 1 b'O.G. // 9-1/2 RFPI-20 5 16"O.G. 1 I R 1 ® .A:.ORMS TO SES: N CONCEP1 R1 PATIO 0 co 'RMST,DESIGN. N 0.t r. PATIO FORMS c R"9SIL t AS SHOWN 44 ❑ NON—CONFORMING-REMISE AV)R SUBMIT J3 J3 J3 THIS +f AW w a,.3E -d a k=.FE nO RK N.E R1' A7.-H THE DESIGN CCADEc,tALY AND:IDES ADT BLIEVE THE 13 J3 J3 '. J3 J3 J3 J3 J9 J3 J3 J3 6inB 1 : - ..._ 1151 fA.R1CA.. v>:N F�f ca,_ ,a v �N= yAy E w:H lea ... .. :`� R 1 B �1 J h IS S,DP .cN ,,: :.;A t A ce:' tz.. .F,�.�' .*7 13 13 13 J3 J3 J3 13 13 By: Arnold R.Solomon Date:December 3,2015 . 1 J4 CT ENGINEERING INC t61 _ — T- JBrt - 12 J2 12 JO J2 J2 12 22 J2 12 12 J2 12 12 12 12 12.12 J2 12 R1 :. Alexia Dare 15. : R1 - —._--ai ,, .........- .;_ 452.—s. ... :-.m.,..--:.� — ..: 011113 i.A!1'T AHCI;ITf(1 11 11 11 11 J1 11 11 11 11 11 11 11 11 11 F Ji 11 Ji 11 J1 41 41 11 11 11 11 11 J1 Ji JB1 I I I I /MPORTANTI — - REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AMP I-JOIST INFORMATION CON7RAGTORNOTE& PL 1 5-406(Basement Floor) 1)VERIFY ALL FRAMING CONDITIONS POLYGON 11D BASEMENT WITH JOISTS 2)ALL FOOTINGS PER DESIGNER'S PLAN LEGEND: Mric* Material Width Depth brace Qty Gut Lth Tot Lth Pao ifin (UNLESS NOTED OTHERWISE) . ',u 3)ALL BEAMS PER DESIGNER'S PLAN 11 RFPI-20 1 3/4 9 1/2 1 4 24 336 H -HANGER CALLOUT (UNLESS NOTED OTHERWISE) J2 RFPI-20 1 3/4 9 1/2 :, 1 O 25 250 Z -SUPPORTING POST 4)USE CAUTION WHEN CUTTING 13 RFPI-20 1 3/4 9 1/2 11 12 132 D TRU $ COMPANY ED -POST LOAD ABOVE FOR PLUMBING 14 RFPI-20 1 3/4 9 1/2 2 6 12 5)PROVIDE PROPER SUPPORT AT ALL R1 OSB Rim 1 9 1/2 5 16 SO R -RIMBOARD SHEARWALLS B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (503)655-9663 LB -LVL BLOCKING B2 RigidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 TH15 15 A PLACEMENT PLAN ONLY 1E31 BLKG 1.15 LVL 1 3/4 9 1/2 1.5E 32 3 96 PLAN DESCRIPTION/NUMBER: 11D(BASEMENTWITHJOISTS) JB -JOIST BLOCKING This layout is to be used in conjunction with J152 BLKG RFPI-20 1 3/4 9 1/2 14 3 42 CUSTOMER: POLYGON J -JOIST CALLOUT Architectural/Structural plans.Verify all PLAN DATED: 11/29/15 shear wall blocking placement and connectors Accessories B -BEAM(FLUSH w/JOIST) Purchaser responsible for approving this H 1I THO 1/950-or-ITT9.5 6 NPR -HEADER(BEAM BELOW JOIST) ayout prior to any construction. DE5IGNER: RANI L.NENDER50N DATE: 12/1/15 BOO-BEAM BY OTHERS PL 1 5-406 BASEMENT FLOOR SHEET: 1 of 5 '. " PACIFlCWoe5r6NNarESMBERCOPYRIGHT2014 ROSEBURG FRAMING SYSTEM"" -- quality engineered wood products fortodau builder (� IMPORTANT/ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. THIS FLOOR SYSTEM WAS The plans may not be re-used or copied,in whole or part.without written permission from Pacific Lumber '°.. ' �j� DESIGNED E MEET OR RIGIDLAm-LVL RIGIDRim- ....OM Company.WhIGh re[ain5 Copyrights Co and ownershipf " so�m ei.ocKAu. 1 °••• ---_____ rowsrxu,.eo.°e REFERENCE iNSThLLAT10N ro ar..R Ns aeon. o the plans.Use of these plans by any other , III �s,w.zaors«e�occs EXCEED THE LIVE LOAD ,I rI i , �e Ara rcN product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or GUIDE FOR ALL FRANtINb DEFLECTION CRITERIA AO.RfAHAi A:WEST PROoucra a +bOWMOM MOM= \ •e.a Ne.ae.rao•��< copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include `� i e� TO POST ABOVE 17ETAILS AND 1-)01ST INFORMATION penalties of up to 520,000 per work infringed,ands 100,000 per work infringed will". OF L/480 ,► 0100 RFPhJt IST /r/ � opo ,o LAD/AN� ° I �i II 1 2psf DEAD LOAD \ .SLEGI/N6AR^a, °°"°"`°°` Sopsf LIVE LOAD L ,.,�..1 ,� '. °"* MAIN FLOOR JOIST LAYOUT 12psf DEAD LOAD RPM-SLOGANS PANELS MN BEARM6 WR ALL ABOVE POST LOAD TAN5FE1l DETAIL SCALE: 1/4'-1'-O' ROOILr 25psf LIVEIVELOAD NTS. N.Ts. 1'I psf DEAD LOAD 12 I START START � 12" R_ _ (211341 FRAMING FRAMING 'y� JJ'IJv B4 R1 r _. _-J9 -._. J61.I B4 DECK HERE HERE i DECK B¢ j ..... ._.... ... ..._ B4 -�,,� .... - J9 JS...V ___. J2 a.......R1_ ,,� ___ ---Jq __ ----- ----- (2)62_._- ._ .._ ..... _.__ (2)132 B 1j R 1 -all ._. ... ._ .. .. _.. -- _ - -= -- -------- ..... J4 _- I 'll J2 _... __... .... J2 ... 04 .... ..._J5 .... : _.: _: (2)J3 ::: :::: ._ (2:).13 _ _. -_. _. J5 ..... ~j J2 ..... .._ 51 �: -15 -- -: ._ ..__. (2)J3_. .... 4► VI BroJ '21 R B6 r. _.. ... __ 64�... _ N f2)J3 _. ..... ... r-. J-I _- ._ I 51 u W m V 51 r . 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A\ r. r DES :GN TO ..,.GN COkt._ J4 €{{ 1.1 J4 Il ElCON CRS TO IES:SN CONCEPT'WITH ll J4 €] _.t] IIR 1 F`�7S1 SAS SHOWN 51 ... .. .:.JB2 :.. ...JE'2 ❑ NON-CONFORMING-REVISE AND RESBMIT .. .JB2 ._ �4 JBi 2 ... ._ Th * E4 F ,A z 3501 F . 01 - .AL h JRRN¢4Ic 11 4 1/4 b-5 l/8— s- i DESIGN q f, W. 'MC E , .E. r 6 5 7/8' 11.-4 1/4" �, .......... .. ......._. ............ .. .......J¢ ......... ....._... ......... ___..._ 9,0125A.t YEtl F OF. ?,1 n Y „i 0 5 i'11 THE ...... t ___ { ..._... ._._.. J4 .........E __-.... ...._ ........,. J 1 t i DEM'POl,GO(N ,,..i7A7.l v0 A..I,�:. NAVE05:333:, 11 It J51 ..... _.._ ___ f{{ J4 __ __. 11 m1..; 0110101, _._ ...... J4 --[[{{ .._. _... __. II ...,,,i¢ Arnold P.SoloPer Dote:Decenber 3,2015 _ .._ J4 €1 CT ENGINEERING INC 11 J¢ II -.- Jt • J-1 PORCH '1.... .. IJ_Is . . . ... ...... .. ..-J5 1 ...... J51 PORCH J, 1 „ J.1.. . ... ,. J2.:_.:... ..:., R'__.. _.. 51 ._. .. J2 __. .... ........d3 .. ..................: 1 R1 R1 511 ...._ J2 .. ...__. _...._ .--J2 41 _...._ J? .... __J2 PI-1 5-406(MAIN) POL1-005 170(BASEMENT WITH JOISTS) Mrk• M•tlrl o YUdth mon 6r•d• qty Crit Lth Tot LU CONTRACTOR NOTES: 51 BI6 BEAM 1 1 7/8 2.1E 2 14 28 1)VERIFY ALL FRAMING CONDITIONS 62 Rigid-am LVL 1 3/4 1 7/8 /sE s 20 100 2)ALL FOOTINGS PER DESIGNER'S PLAN B4 Rigid-am LVL t 3/4 1 7/8 1.5E 1 14 14 LE6ENO: B4 Rigid-am LVL 1 3/4 1 1/8 1.5E 15 4 20 (UNLESS NOTED OTHERWISE) Bs Riyia_am LVL 1 3/4 1 7/8 tsE 1 18 ib /� 3)ALL BEAMS PER DESIGNER'S PLAN 56 BIG BEAM 5 1/2 1 1/8 2.1E 1 12 12 Filler blocking 15 not structurally required provided bothPacil4umber ( H l—-HANGER GALLOUT (UNLESS NOTED OTHERWISE) J81 BLKG 1.75 LVL 3/4 1 1/8 1.5E 24 3 12 g 8 4 \J 4)USE CAUTION WHEN GUTTING J132 E LIc6 RFPI-20 3/4 t 7/8 15 3 45 I-Joists are continuously laterally supported by ® J1 RFR-20 3/4 1 7/8 2 10 20 -SUPPORTING P05T FOR PLUMBING ^/ connection to the sheathing at the top flange.In & J2 RFPI- 0 3/4 1 7/8 8 12 96 COMPANY ® 5)PROVIDE PROPER SUPPORT AT ALL J3 RFPI-20 3/4 1 7/8 32 20 64o addition,the joint in the sheathing shall be positioned TRUSS -POST LOAD ABOVE SHEARWALLS J4 RFPI-20 3/4 t 7/9 t t 30 330 over the center of one of the two top flanges to assure R -RIMBOARD J5 RFPI-20 3/4 1 1/8 1.1 14 266 / shear transfer between sheathing panels. 10515 SW ALLEN BLVD BEAVERTON,OREGON 51005 (503)055-8563 LB -LVL BLOCKING TN/9 15 A PLACEMENT PLAN ONLY J6 RFPI-2o 3/4 1 1/a 3 e t6 w°Weo J' RFPI-20 3/4 1 1/a 3 /e 54 PLAN DESGRIPTION/NUMBER: 17D(BASEMENT WITHJOI5T5) JB -JOIST BLOCKING This layout is to be used in conjunction with Ja RFPI-203/4 1 7/8 1 2 2 , AN,. ,b,,. 2-1/2 11n Architectural/Structural plans.Verify all J9 RFPI-20 3/4 t 1/e 3 1E. as - ,„ CUSTOMER: POLYGON J -JOIST GALLOUT shear wall blocking placement and connectors R 1 ,056 Rim 1 1/8 4 16 144 Rapumane. NN Max '"^ Max N^ Nam N^ Max N, Nam PLAN DATED: 11/29/15 B -BEAM(FLUSH w/JOIST) Purchaser responsible for approving this Accessories PCL I-JOIST 541THOUT MLLE GONSTRLGTION MI m. r it r +r r z< 2 z. r r ROM -HEADER(BEAM BELOW JOIST) ayout prior to any construction. H1 Mm 1 b8 16 "Ts' r ,r r ,r r a r :° r a DESIGNER: KAM/L HENDERSON DATE 12/1/1 5 H2 HIT11.88-or-ITT11 D8 36 �°' BBO-BEAM BY OTHERS PL 1 5-406 (MAIN) SHEET:20f 9 24" OPEN WEB JOIST @ 19.2" O.C. 'I, 7-06-04 17-07-12 POLYGON I, 15-00-08 TAGGER F15 JOISTS®PO2 5017 D TGIRDER TO AVOID TF 'IBBON HANGER COLLISION AND PLUMBING ABOVE. PL14-404 UPPER START FRAMING HERE ler' ao 12/3/2014 n LL 7 tA__,, ; ffS IIM i,,; • Productso L LI LL 6 i7 L LLZ- PIotID Length Product Plies Net Qty BM6 21-00-00 5 1/2"x21"Glulam (1.8E 24F-V4 DF/DF) 1 1 • r; ' BM1 19-00-00 5 1/2"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1 BM9 17-00-00 5 1/2"x 24"Glulam (1.8E 24F-V4 DF/DF) 1 1 aalua BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 limumin4 F4• F4Q F4 ' 2 ' G F44 ,45 BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 1 r tga, 501 BM11 14-00-00 5-1/2 X 16 BIG BEAM 1 1 ` " BM10 6-00-00 3-1/2 X 16 BIG BEAM 1 1 co, N 0 co Tr r v BM8 4-00-00 3-1/2 X 16 BIG BFAM 1 2 a 11 :1 11. !61 BKl=BLOCKING A u" ,: RMI=RIM BOARD F03 ACCESSORIES QTY o o Q HIT424 49 LT; 'D 'r' 'n • F03 • In ;:: 2X4 DF#2&BTR FOR RIBBON 210'� I � � O 0 © HGUS5.50/12 1 c D 0 �' © HU412 2 4 46 �` ( I 0� I I D HGUS5.25/10 1 i,`- 1 II,E ....�:t^ '�IBBONI 4 -..- - O Q 4 � 0 SKH410L 1 CD o 0 N N, O SKH41OR 1 _ 40 -49 SLI 74:1> E42 :3 44 4 40 n M E 3ME ' LT I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN LL IBMBI N C 't aN HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. j� (FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA m' LL 'LL FLOOR LOADING 11 —' 1 40 LL o1BM4I I 1 5 15 DL 0 r I-- Ir N-- I.-.. I; N- I..-I o I; 0 1 li Ii: Ii Ii: LL Lam: tL ti wJ_i., 1 . rn • m 1 52 ' 40 P. _ 40 4 I I ` I 11, JOIST WITH DBL RIBBON WIMP RIBBON' ,�.. 'RIBBON' =40 41 1+43 0F45 RIBBON I BM5 I '. . F47 F40 F401BeoNl F42 F44 F40Pacifi umber .,� , r,�..,,,,, a TRUSS COMPANY CONFORMS TO DESIGN CONCEPT • CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ CONFORMS TO DESIGN CONCEPT WITH ElNON-CONFORMING-REVISE AND RESUBMIT REVISIONS NOTED THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORWMCE ❑ NON-CONFORMING–REVISE&RESUBMIT WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE Lf (: FABRICATOR/VENDOR Of RESPONSIBILITY;TR CONF R!/AIrCE WITH THE THIS SHOT DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE DESIGN DRAWI:VIS AND SPECIFICATIONS ALL OF WIN HAVE PRIORY( WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE OVER THIS SH;?DRAWING. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN Arnold R. Solomon Date: December 10, 2014 DRAWINGS.SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE By: PRIORITY OVER THIS SHOP DRAWING. CT ENGINEERING INC By Alexia Fukui Date 12/22/14 MIIBRANDT ARCHITECTS