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Plans (125) c.�3z- bw ?Lim . - "--/-5-77,2e/6 -Ooo 7 — I 1 I _A I 1 _I LEGEND: I— — — _ —ss SANITARY SEWER Pacific I SD STORM DRAIN Community Design w WATER LINE 476.0 473.012s64 SW Main street (4-.) MANHOLE Tigard,OR 97223 18.0' 42.0'-.�_ r OW 1alfes' ,;�RMf ,.. .. — — � - • :® � „,,,,• =s.---......: �� ,,, .-®=®;t .® e.�aR®�®w.o .i.I•. , 11R. (T] 3-947 9484 11CATCH BASIN �'_ ��WMPINIkillo It- il ��1 DATE 12/11/2015 P. l cP ; + STREET LIGHT REVISIONS I I19.48' 1I STRAW WATTLE PERIMETER NO. DATE DESCRIPTION I I 22'92 ` I, Icx=co EROSION CONTROL r— I — 28.71'— — r . . - \1 r – — I i II _ 1 I I -_1--- _-- y 1 II I " � ' ' ' SETBACK SUMMARY ” ---' I -� 5.00' J jl�; 15.00' ' I 68 ' I' , FRONT SETBACK: 20' I I I r y \—\\ 1 1II 6,120 SF ti 1 o SIDE SETBACK: 5'' ' ' 1 STREET SIDE SETBACK: 15' o iBUILDING: 5017AD I ; REAR SETBACK: 15' 1 o I 1 FF=493.0 1 1 1 67 I I1 -I ; BFF=484.0 1 ,i I I I 1,---i I I I i GARAGE ' I 1 1 I 11.1111111...mI I 480 1I �- L--------- Q I �I ________it..__ ____ 1.. —— 4821 I Io -1 I 'r 4841 i I _1_ L ■"� _ -�,�,.�� PORCH -- 4861 ,' L —==z ll LOT COVERAGE: —_-- = L �_ r-- 488 ; L — o • J L • 6.00'I —L�� _ F LOT AREA: 6,120 SF I I •1 27.29' PUE 1I ! \` POLYGON AT �I I 24.29' 20.29' i ;I BUILDING FOOTPRINT: 2,357 SF BULL v / X fJf w _ ` � ' � °41111.11111,4111.41111.4•4 041111,410-41V11.11111P le 4154141,11 � I i \ - COVERED PORCH: 58 SF MOUNTAIN ti ����'/�'�� 491.6 45 �/" 60'0 ! ru Ilya ' 488.1/A' j' , CANTILEVER LIVING SPACE: 0 SF °d Ar o � COVERED PATIO: 0 SF AA` n�;� M \ h1 _ A It DECK AREA: 208 SF o s--- - \ -- - ��I'` ' SIDEWALK ''.- . LOT 68 0. WATER METE' TOTAL COVERAGE: 2,623 SF co as a �� as IIS as as a• : PLOT PLAN (V H 2 PLANT (1) STREET SW THAMES LANE 42.9 % II IA@ 4 TREE: 2"CAL. s 41t,' I----- -----vo S , IMPERVIOUS AREA: 3,220 SF ° `: KATSURA TREE / ' 4' i _ STORM LATERAL ;/ MIMII _ CERCIDIPHYLLUM i - - , I - JAPONICA I/ / SANITARY LATERAL _ gir \ i 4 r 4 P -1 tit /41"7/ - 41 k- /AV/ 4 7 \ ' A A Cr"Aral° ' CITY OF TIGARD g POLYGON NORTHWEST (503) 221-1920 A,:proved by Planning 0 PROJECT NO395 031 O2S1W8 D,;te: 5/,9 / Ib TYPECONSTRUCTION ') SCALE REVIEWED BY: PRE n LOT 68 (R-4.5, LARGE) Initials: 10 20 POLYGON AT BULL MOUNTAIN 0 a 15326 SW THAMES LANE 1INCH=20 FEET Z PACIFIC LUMBER COPYRIGHT 2015 DESr6NNOTES ROSEBURG FRAMING SYSTEM" �a "• � THIS FLOOR SYSTEM WAS quality engineered wood prattUcfs ter tadovs budder- - "„""+,w^' __ These plans and the designs are c copyrighted in under Federal Law by Pacific Lumber Company 2015. DESIGNED TO MEET OR a .r< 'I� �� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber �.rt. M eos�M "" EXCEED THE LIVE LOAD a,x«x,o,px. TIF sews xs sEwn Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other \�� 1:":"'":1'". n ,=« ,I III TIF: FBLoucs DEFLECTION CRITERIA RIGIDLAMLVL RtG1©RIM ,..,.er,.r. 'Min PER PETAL,a.MATCH product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or -----�_ eEAmw AREA w ewers copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include OF L/480 +=a +` e -"rs RaasauxOt'Ostsrmaaprfc7s ea_on TO rosrAewc ``� penalties of up to 520,000 per work infringed,and$100,000 per work infringed willfully. �IIl� PLOORLELoAD. RFPI JOIST / " 40 sf LIVE LOAD /� �� 1 2p5f DEAD LOAD eCASES RG FORESTPROdocIS ���� I BASEMENT FLOOR JOIST LAYOUT SCALE: 1/4"- 1'-O" ARE45: e.b.R.,. 30psf LIVE LOAD .�-,=,n 1 2p5f DEAD LOAD START START ��, �••••- !COOP LOADING FRAMING FRAMING 25Sf LIVE LOAD HERE HERE 1 Tpsf DEAD LOAD RFPI BLOCKING PANELS MRH BEARING NALL ABOVE POST WAG TRANSFER DETAIL p tLTS. N.TS. / 5 i_L :!i 9-1/2 RFPI-20 O 16"O.G, 9-1/2 RFPI-20 0 1 b"O.G. I I R 1 CONFORMS TO GESiGPJ CONCEPTR 1 — _ _ PATIO PATIO 4 ❑ CONFORMS kNiS TD DESIGN Dox E7 WITH J4 REVISIONS*SHO�r€•, .94 � ❑ NON-CONFORMING REVISE M SD RESUBMIT :134-J313J3 t l ,ao >< S a F ti t 6. kuti,:c J3 13 13 B1nB1 rl,-if .k . Siryy MO .. H. _ JI31 a1 J3 J3 J3 J3 J3 J3 J3 J3 -H Ce F c BI 1 .;n exe I,I rr._ B 1 W.. [ I + zr a 10055_:.: M...;;1-. wl-o4"r 13 J3 13 J3 J3 J3 J3 13 .e_i 112 o.,a.fAhIN3. : m. Ep•: Amolc R.Soian nece:Dn.enber 3,27'5 J CT ENGINEERING INC 14 ' i J51 >. 0 wxf.msTO DESIGN car- ` on e,- , J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 .12.12 J2 J2 J2.12.12 12 J2/t`J2 R1 ''' m R -1152. R...rte„ ,..;. =vu sa— .s..,� .. ,� .,........•�— ; a... MILCRANDT ARCHITECTS "`" - '"'""'- - "` —J `--- __-' f J1 11 11 11 J1 .11 11 J1 .11 11 11 J1 11 J1 J1 11 J1 11 J1 J1 11 J1 11 J1 J1 J1 J1 J1 /r / -i I I IMPORTANT! REFERENCE INSTALLATION GUIDE FOR ALL FRAMING `,,DETAILS AND I-1015T INFORMATION CONTRACTORNOTESe PL 1 5-404(Basement Floor) 1)VERIFY ALL FRAMING CONDITIONS POLYGON 11A BASEMENT WITH JOISTS LEC7END 2)ALL FOOTINGS PER DESIGNER'S PLANp �� (UNLESSBMOPED OTHERWISE) 1"1 • Materiel Width Depth brede Qty Gut Lth Tot Lth � r ( H >---HANGER GALLOUT 3)ALL BEAMS PER DESIGNER'S PLAN .11 RFPI-20 1 3/4 9 1/2 14 24 336 �/ (UNLESS NOTED OTHERWISE) 12 RFPI-20 1 3/4 9 1/2 10 28 280 ® -SUPPORTING POST 4)USE CAUTION WHEN GUTTING 15 RFPI-20 1 5/4 9 1/2 11 12 132 Q TRUSS j� , t t+ Z+ NY FOR PLUMBING J4 RFPI-20 1 3/4 9 1/2 2 6 12 VC IS 1J wi �? C OMPA ED -POST LOAD ABOVE 5)PROVIDE PROPER SUPPORT AT ALL R1 088 Rim 1 9 1/2 5 16 80 le -RIMBOARP SHEARWALLS B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 12 24 10515 SW ALLEN BLVD BEAVERTON.OREGON 97005 (505)855-9663 LB -LVL BLOCKING 152 RJgidLam LVL1 3/4 9 1/2 1.5E 2 2 4 TMG15 A PLACEMENT PLAN ONLY PLAN DESCRIPTION/NUMBER: 1 l A (BASEMENT WITH JOISTS) JO -JOIST BLOCKING JB 1 BLKG 1.-15 LVL 1 3/4 9 1/2 1.5E 32 3 96 This layout is to be used In conjunction with CUSTOMER: POLYGON J -JOIST GALLOUT Architectural/Structural plans.Verify all JB2 BLKG RFPI-20 1 5/4 9 1/2 1 4 3 42 shear wall blocking placement and connectors PLAN DATED: 11/29/15 ES -BEAM(FLUSH w/JOIST) Accessories Purchaser responsible for approving this H 1 THO 11950-or-ITT9.5 6 1117RDESIGNER: KAM/L NENDER5ON DATE 12/1/1 51117R -HEADER(BEAM BELOW JOIST) ayout prior to any construction. 1 500-BEAM BY OTHERS PL 1 5-404 BASEMENT FLOOR SHEET: 1 Of 3 ROSEBU RG FRAMING SYSTEM" • —' PACIFIC LUMBER COPYRIGHT 2014 DES/6N NOESP quality engineered wood products fa todovs builder ',OKMa Am.. Theseplans and the designs are copyrighted under Federal Law b Pacific Lumber CoTHIS /1VIf�G7RTi4 T/ us y Company 2014. DESIGNED FLOOR SYSTEM WAS }''� J� 1 /^� r:r-,"",,,,,, , �'' r� A ---..---. .- The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber TO MEET OR RGI DLl1M Y L. R L7I DRI M^. -1mO°s„"....,:,„ ' roa�R�� .. REFERENCE INSTALLATION Company,which retains copyrights to.and ownership of the plans.Use of these plans by any other EXCEED THE LIVE LOAD ,,,,,,,,,,,,,-, /G ..sr.•u sows.a�a'° product Supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ,I�I ;°...„w. _ _— III/ rEe xr.s,e.H.rc. GUIDE FOR ALL INFO NbDEFLECTION CRITERIA castetilea toaFsr MwDVG7t a vrf relAgsr> rs - sst.nws�o r a n• copying of these plans,Infringes rights under the copyright Act.Infringes face liabilities that include OF L/450 \� `` /`� sE o^Toroz* �. DETAILS AND I-JOIST INFORMATION penalties of up to s2o,o0o per wore infringed,and$100,000 per work infringed wiNfuNy. -..;,„..,,- 101!! , fLOOLIVELOAD RFP,"JOIsT '° Irl/�/ ,III, 40psf LIVE LOAD yA,psaatarafroana>s. 1 2psf DEAD LOAD SGEN./N6 AREASe ..:...,. 3Opsf LIVE LOAD R 7:11= ' 1 2psf DEAD LOAD ��_ �- ° °"" MAIN FLOOR JOIST LAYOUT RMP,.BLOOKMS,PANELS MRN BEARM6 PULL ABOVE POST LOAD TRANSFGR DETAIL SCALE 1/4'- 1'-O' 2 Spsf LIVE LOAD ROOF LOADING. H.TS. KPS. 11psf DEAD LOAD 12 i START START _ .— . (z)B4L. FRAMING FRAMING (z)ea Ra - 12 K 1 , JC.-pm u l B4 R r r J4 JB 4 I HERE HERE DECK B4 JB 1..... ..til B4 .. DECKTi) __ J2 ____.R 1 -4 J9 __ -r- (2)132 _ _ N ... _ (2)52 ... __ ........ __ 4 ..._._ _. i :e- R 1 a..JO • 6 .... J2 .... B4 }rq ... 1.2)13 r -n ._. ._ }5 ...... B4/`.` --J2 RT :. .._ 1 Ry�B6 ,,�..F>r (2)-13._.. _. - �- ��I \ ._. ... (2.)}3 ... _- _ ::: }5 _.... Sb 1 o. J.,.`.'-' ...JS ... .. _ N • Jg J•7 __... IL R1 m R r (2.J9 ::. :::. O m J .. _. 12,:19 0 m I. - -- T_ .. . .::. B I ... ... ® W i ® .... ...--15 ._.. :: 2 J9_. ::. : m m 2 n JS _.. ___.._.. _ .... ....-15 ......... ... (2)19 .... ... LL < D ..: ... (2)13 _. -_ ...._.... J5 --. 11_... JS __.__ . . .. 1.2)13 1 K H F a R 1. ::::: ....:::: )J3 _... .._ : J5 _. ...__ u, 4 Q 2 0 1 JB 1 ... ....__ .__..}g __ .rt r„ ,:a (2)13 -::� r Z p IT.: _. (2) ... .._.. _.._.._ .15 .... --- ..81 JB 1 ... ...JS ... ,^ m z 0 w U r-_-_- ...-J5 121-13 m = m m :::. (23-13 .\71,'•,..,, 1 r JS .. 0. 0 :.:.:.:.:15 :Bra : (2,J3,:. :: : 0 w -I D g 1 r __. .....:.:. }5. _....._.... .._ 0 .0 ; ( ..._ N 0 .... :x, r .::. J5 — p , _.. -15 __ J5 0 t., _ ::� 12)-13::::. -- w m ... :::. hi I :: (2)-19 r::r 1 ' .- ,.. M1- .........._ .]5 N K gB - B2 ® ccs 0 CONFORMS TO DEM,:CONCEPT I v m gertrors t101. 62 - B3 r ... IJ ... 11 Mtl3RAN6, AR:HUECIS _-11 __i{ ii . J4 I; ® CONFORMS DESIGN CONCEPT }¢ J52 JE 2 J12 J2 .. L7 Ei CONFORMS DESIGN CONCEPT WITH }¢ REV S OMS..S SHOWN -6-5 1/8' 1 1' • 1/4' ^ - . _.__ . Js, [I sol oF RM:rF PlsENdeRESEco:- .. JB, €l I1.4 4 k C 4 hA; EFFur..GENERALrtiFc�MA1; J4 417,1 THE _ I Df Eh Al)C r E t . J4fJ4 : tE..ACa•,.d ti. F:SPr I.IB..I ftC NR.PANCc i, "E . `. 00:5 7.AAKtitc PIP CI A...4.AL'.3F WW1 PAVE PRL:ITY ............ .............._ ... ......._ ... _........il J¢ .............. ._..._. I •.f, Tk:S C'AP 5;L':�:. ___._ _- ......._.... ... ............ }¢ I... .............. ...._._ ... .......... II A'1: Arnold R.Animon :a,:-.:December 3,2515 -11 ]J9 CT ENGINEERING INC i.... ....... 11JS ....... ... ..15II .. J 1 J1... J..1 I J=1 I12 PORCH I PORCH J2 .. PL 1 5-404(MAIN) J2 • —— iki POLYGON 7A(BASEMENT WITH JOISTS) Mrk* Material Width Depth Grade Qty Gut Lth Tot Lth 331 BiG BEAM 1 1 715 215 2 14 25 GONTRAGTOR NOTE& 82 R'aidLmn LVL t 5/4 1 1/5 1,5E 5 20 100 1)VERIFY ALL FRAMING CONDITIONS B3 RigtdLam LVL 1 9/4 1 1/5 1.5E 1 14 14 2)ALL FOOTINGS PER DESIGNER'S PLAN 64 RigidLam LVL 1 9/4 1 118 1.5E 5 4 20 LE6PND: (UNLESS NOTED OTHERWISE) B5 RigidLd m LVL 1 3/4 1 1/5 1.5E 1 ' 18 15 /� 3)ALL BEAMS PER DESIGNER'S PLAN BB BIG BEAM 5 1/2 1 7/8 21£ 1 12 1.2 ( H --HANGER CALLOUT (UNLESS NOTED OTHERWISE) J81 BLKG 1.75 LVL 3/4 1 1/8 1.5E 24 3 12 Filler blocking is not structurally required provided both rat' umber �.J 4)USE CAUTION WHEN GUTTING JB2 BLKG RFP,-20 9/4 1 1/8 15 3 45 I-Joists are continuously laterally supported by ® -SUPPORTING POST —J 1 _RFP:-2o 3/4 1 1/8 4 . 10 40 connection to the sheathing at the top flange.to p TRUSS E+ FOR PLUMBING Vt ! J .? aM ED5)PROVIDE PROPER SUPPORT AT ALL J2 RFP,20 9/4 1 7/8 6 12 Z 2 addition,the joint in the sheathing shall be positioned -POST LOAD ABOVE Js RFPr20 3/4 1 ve 92 20 baaover the center of one of the two top flanges to assure , W SHEARALLS J4 RFP,-20 9/4 1 1/5 11 30 330_ R -RIMBOARD J5 RFP,-20 3/4 7/8 9 14 ebb /y/ shear transfer between Sheathing panels. 10515 5W ALLEN BLVD BEAVERTON.OREGON 91005 (503)858-9663 LB -LVL BLOCKING TIHS/S A PLACEMENT PLAN ONLY' J6 RFP,-20 3/4 1 1/8 2 8 16 '°npLYi°"' JD -JOIST BLOCKING This layout is to be used in conjunction with Jl RFP,-20 s/a t 1/5 s 18 54 ,_,.. '''''. ,d„ '''' ,,,, PLAN DESORPTION/NUMBER: 1 7A (BASEMENT WITH JOISTS) Architectural/Structural plans.Verify a) J8 RFP,-20 3/4 t 1/8 1 2 2 - „,„,, qu ,,ms4.Spermil M,n max ,,,n M„ N, M„ M, M CUSTOMER: POLYGON I .1 -JOIST CALLOUT shear wall blocking placement and connectors. Ja RFP,-20 9/4 1 1/5 9 16 48 �� e ° A ° .. M PLAN DATED: 11/24/15 B -BEAM(FLUSH w/JOIST) Purchaser responsible for approving this R t GSH Rim 1 1/5 a 15 125 DMI-JOIST WfTFfOUT FILLER CONSTRUCTION /IDR -HEADER(BEAM BELOW JOIST) layout prior to any construction. Accessories Pins. ..12dr +r r ,r r z. r MM r K DESIGNER: KAM/L HENDERSON PATE 12/1/1 5 500-BEAM BY OTHERS H1 Mira 1 1.88 16H2 rl2 MIT11.88-or-ITT11.B8 96 1 L 1 5-404 (MAIN) 5HEET:2of B ❑X CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED ❑ NON-CONFORMING—REVISE&RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE E WITH DESIGN CONCEPT ONLY .AND DOES NO- REJEVE THE F.ABRICATOR:VENDOR OF RESPC-NS Bl_ITY FOR CONFCRMV NOE WITH DESIGN DRAWINGS,SPECIFCATIONS,Ata;A PL-CABLE CODES,ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAW NG By Alexia Fukui Date 12/22/14 24" OPEN WEB JOIST @ 19.2" O.C. MILBRANDT ARCHITECTS 'II, 7-06-04 17-07-12 POLYGON 15-00-08 I STAGGER F15 JOISTS F02 T 5017 A 'IBCOLUMNGIRDER TO AVOID TF HANGER COLUMN AND ZS MW. _< _-_ -BON PLUMBING ABOVE START FRAMING HERE PL14-402 UPPER 12/3/2014 gi k ! as At 1•,., 112 _—:e........ s:—_ aw RIBBON) 0 co ao co =0D t0: CO CO CO R °� .A �I �5 a Products LL LL LL' " " " ELIE PIotID Length Product Plies Net Qty BM6 21-00-00 5 1/2"x 21" Glulam (1.8E 24F-V4 DF/DF) 1 1 q 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 BM5 21-00-00 3-1/2 X 16 BIG BEAM 1 1 � '40"F4 F40F4 F42 43 44.F45 BM4 17-00-00 5-1/2 X 16 BIG BEAM 1 1 C . �gi a 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 " °D co, " DI 01 " ''" "' "' BM8 4-00-00 3-1/2 X 16 BIG BEAM 1 2 LL LL LL LL LLIll N N BK1=BLOCKING :� ,O LL RM1=RIM BOARD F03 ACCESSORIES QTY o I , moi- 2 0 HIT424 47 LL E E LL 1 LL LL , F03 . N 2X4 DF#2&BTR FOR RIBBON 210' LL LL' O O Q Q i O A © HGUS5.50/12 1 : 1O HU412 2 � L 0. , D HGus5.25/10 1 .---‘1,.. -,a... ,RIBBON IBBON� — — _ — — — _ Q © , 1 05-3 SKH410L 1 LLN NI O SKH41OR 1 y— F4 40 F401y40 41 F421043 44 F45 40 `. MUM r 3M-ILc. ( SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN IBM8I1 1 , . 1 , HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. NLL LL LL )FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA LL '. . m FLOOR I OADINC' 40LL 00 }BM4I 1 15 DL N- 9 LL LL LL LL LL LL LL LL LLIL 0 u_ JOIST WITH DBL RIBBON _I mitts mmi tAte um am sus 40 41 4` F45 4t )RIBBON I 0 BM5 1 RIBBON! i 2 CONFORMS TO DESIGN CONCEPT PacdkJ..umher F47 F40 F40 F42 F44 F40 ❑ CONFORMS TO DESIGN CONCEPT WITH kg 4 REVISIONS AS SHOWN & TRUSS COMPANY h ..;H J ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS SEEN REVIEWED FOR GENERA..CONFORMANCE WITH THE DESIGN CONCEPT ONLY MO DIES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF Wm:CH HAVE PRIORITY OVER THIS SHIP DRAWING. By; Arnold R. Solomon Date: December 10. 2014 CT ENGINEERING INC