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Plans (107) /c757, Sty MP SSoud-b i/ /% o r/6, - 6oOPO \\ LEGEND: .,.. . I I \ \ �\ , `�,� \\ \ ND SS SANITARY SEWER Pacific 467.9 I II 01 — — \ illli,. 461.6 0 \\ \� SS STORM DRAIN Community Design s- \ �' � W WATER LINE - - — - - - - 81.0' _.\— � 'Cr':. `eit‘ \ N i!♦�������s��eVj • \ �* \ 12564 SW Main Street IJ/ \\� 4J i MANHOLE Tigard,OR 97223 o1' ( ' ' l �� \ `\ [1]503-941-9484 i\ \ CATCH BASIN v- \ d \ ` ef` N4t, \ DATE: 12/11/2015 ,� \ y a \ + STREET LIGHT /�I4 REVISIONS 467.5 1Ns 1 465.7 \ \ \ss \ \ STRAW WATTLE PERIMETER NO. DATE DESCRIPTION , — i I \-, \ \\ % PLANT (4) STREET i EROSION CONTROL ;+ 36.5' \ ; TREE: 2"CAL. RECEIVED E / I/ \ \ \ ♦ s 'r GOLDENRAIN TREE / / [ • ' I � I ; \ ` KOELREUTERIA �'~�`\` MAR 82016 / 1 7( 59.23' 48.00' \ \ s PANICULATA / \ \ `i \ CITY OF TIGARD I'll,. / �� \ \ �` ` %I N \\ SETBACK SUMMARY BUILDING criISION ( I Q \ -� `r4.., FRONT SETBACK: 20' I1 v I \14.90'\ •N, � r r \ `' \ ,r o ti \ SIDE SETBACK: 5' t . \ �.! \ <% \ STREET SIDE SETBACK: 15' r I 21.08' \ U� Jr' REAR SETBACK: 15. 7 •' _, 1 \ \: \ PLANT (3) STREET 'r I 1 77 ; \ \ O`' TREE: 2" CAL. / / ' 1I 12,068 SF \ ' \ \\ GOLDENRAIN TREE / i ; SIDEWALK , \ E BUILDING: KOELREUTERIA ' o\ / '/ PANICULATA I FF=464.7 \_ \ \\ \; \ \ , - P1 I \ i \ '• ► LOT COVERAGE: �r I 1 1 I • 6.00' El / \ I \. I \ PUE \ 0 l v� I , i lei LOT AREA: 12,068 SF r� I I ;10 , POLYGON AT 4 I \ 18.31' i ` GARAGE ' 46.93' •.9 4,4-,r ' 1J, f I i \\\\N \ �, ,// \ BUILDING FOOTPRINT: 1,800 SF BULL N / \ I I \ ,,V SANITARY LATERAL W \\ j I �� ___ Ni \ \ � COVERED PORCH: 166 SFMOUNTAIN o ; PORCH I _____\\ STORM LATERAL I N a iq_ •SI _o I _- —fl \ ' ; . ` \ CANTILEVER LIVING SPACE: 43 SF a :t' I \ ! ' ' �... 459.0 COVERED PATIO: 0 SF / o r 'r - '6\ 20.60' 26.00' ' / • / 9, \ J, / o / DECK AREA: 0 SF L 0 f LOT 77 M 1/ I \ ' `" 464.8 ;4:--------," \ �, / —ji I �' 458 8 J TOTAL COVERAGE: 2,009 SF PLOT PLAN a� -------iiI \ 75.2' � sp +/i�'s V. `.) 1 1 S,. ` 16.6 % / W W w W I \a°-.W y 010.;„ 6.00' I IMPERVIOUS AREA: 2,793 SF o / PLANT (3) STREET PUE I , 5v TREE: 2"CAL. WATER METER in• _5 \ TRACT K SW MISSOURI PLACE f H—PUBLIC STORM ! 4 i t'� GOLDENRAIN TREE / _ / r' I KOELREUTERIA ss SS 5 SS/ SEWER ESMT. �, SS \ PANICULATA p I' a ,.j a 3CIT". - - ; IGARD P POLYGON NORTHWEST (503) 221 -1920 3 , 2S1 WV Approvei_. inning PROJECT NO.: 395-031 TYPE: CONSTRUCTION Date• 3 /„ SCALE REVIEWED BY: PRE 9 LOT 77 (R-4.5, LARGE) (f ...✓JJ vJ 10 20 POLYGON AT BULL MOUNTAIN Initials: LSE,--, Z 15150 SW MISSOURI PLACE 11NCH=20 FEET •- PACIFIC WMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM" »�»� i quality engineered wood products for todav's builder» 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 rasifIC Lumber RIG'���_��� R G SRI ».»ws. SO IV acus^u i1 Al' I' �G yrs"iOn"^ Company,which retains rignts to,and ownership of the plans.Use of these plans b an other ri1i rooc^e.l.Fa y. spy P P P y y RECEIVED l'..'""'4:''''' e" "»' , wsr.,u sos«e�ocas product f 'ler other than Pacific Lumber the an is strictly,IY, ' ""°"`"°""� / veaAEA Of c« PP Company yprohibited Unauthorized use or fxGSEefImB FOREST paoDacis. COSMOS PONS'S FEG9wL^t1 °'"`°""' —___ ,IIIE BEARS.umru,eOSw s�os copying off up 420, 00 per rightunderInfringed, the $100, 00Actfnnges face les that Include • SP-1-0/1 TO POST^eove. penalties of up to 620,000 per worK Infringed,and S 100,000 per worK infringed willfully. � Hilt MAR 8 2Q16 RFPIJaisx �`%'� �Ih� p�t, �» :� ry1� \ CITY�� "�CARCCONTRACTOR NOTEDIT PEST L NOTES. DIVISION 1)VERIFY ALL FRAMING CONDITIONS THIS FLOOR SYSTEM WAS RRPM... vg,9.«» WILDING2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .=u:.;.:R-:e'er�r=1R '" (UNLESS NOTED OTHERWISE) MAIN FLOOR 3)ALL BEAMS PER DESIGNER'S PLAN DEFLECTIONLETHE CRE LOAD CRITERIA RMP'BLOCKING,PANELS NTH DEARME,WALL ABOVE POST LOAD TRANS1CR PETAL SCALE: 1/4"-1'-0" (UNLESS NOTED OTHERWISE) L/480 N.TS. N.rs. 4)USE CAUTION WHEN GUTTING FOR PLUMBING moose 5)PROVIDE PROPER SUPPORT AT ALL 1 2psf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD 774/5/5APLACEMENT PLAN ONLYNSAREAS, 30psf LIVE LOAD This layout is to be used in conjunction with 1 2psf DEAD LOAD START START Architectural/Structural plans.Verify all I I I I shear wall blocking placement and connectors. RO0rLOAD/N6: I I FRAMING FRAMING I I -urchaser responsible for approving this 25psf LIVE LOAD IPATIOI -f HERE HERE PATIO' ayout prior to any construction. 1 7psf DEAD LOAD I I I I ..}. -- I 'i r.IR4-�._..__.... \,,,,. R —�y I Q�... R4-- . 4� __.--- ....._......... --45................................................................................................................................................................ 34........................................... .........................................35.................................................................................................................................................................... 35................................................................................................ ..... __. .:::: I,4I R 1 .... J1 Id 11 J5 J5 11 11 31 I I J v,.2 R1 R1a 'B2 H 14 J4 11 15 R1.. _.J5 J 1.__. .__.... _.___ ........ ._ J:1-::: — _--: - L.._ ::::B2 J} J�1 J5 ......._ ---I 1 f1 II 1L..... -15 11 J5 11 •ii • p _.. ....... 11 > __.. _.J11 .... J1.._. -- J 1 li C3 11 ...... -..... _.._... OJS J3 O O J} Jg 1 Jiv c .3?.................................................................................................................................................... .1I1:iiJ.L:....• .......... I J2......._ _.___ -.._._..__.. c1 J2 III _.--d2.......... .........._. _____ J2tr 8. .... ....—__. '1 a- n- J3 I" ---- -----......... J2 .I ......... .. .. ..._.._....._. }iJ2._.. , I I fil a2.._.---.__.._ J2 IL. J2J2 J 2 ...1-1a J1 JB2 I J1 J1 I I • I /MPQRTAN77 PORCH PORCH R&UIDE FOR ALL.FRAMINGN DETAILS AND I—JOIST INFORMATION PL 1 4-90(MAIN) POLYGON 55 No LP6END: Mrk• Material Wldih Depth Grade Qiy Gut Lth Tot LthPacithiJ. uiiaber — - WHERE PLATE NAILING AT ' /—H� 51 RIgldLem LVL 1 3/4 9 1/2 1.5E 1 16 16 1 ( )---HANGER GALLOUT 52 RlgidLam LVL 1 3/4 9 1/2 1.5E 2 1 4 28 SHEARVVALL ABOVE EXCEEDS ONE ®/ B3 RlgidLam LVL 1 3/4 9 1/2 1.5E _ 2 _ 1 2 24 ROW,PROVIDE ADDS.BLOCKING OR -SUPPORTING POST HIDER RIM MATERIAL AS REO'D & TRUSS' . COMPANY R1 OSB Rim 1 9 1/2 9 1b 144 ® -POST LOAD ABOVE 31 RFP'-20 1 3/4 9 1/2 1 3_ 12 1 55 ❑ CONFORMS TO DESIGN CONST: R -RIMBOARD J2 RFP'-20 1 3/4 9 1/2 12 20 240 _ cari5930 JEAN ROAD LAKE OSWEGO,OREGON 9-1035 (503)655-9663 LB -LVL BLOCKING J3 RFP'-20 1 3/4 9 1/2 2 2 4 �' REVISIONS AS SHOWN O DESIGN CONCEPT WITH J4 RFP'-20 1 3/4 9 1/2 3 1 4 42 PLAN DESGRIPTION/NUMBER: 5B JD -JOIST BLOCKING J5 RFP'-20 1 3/4 9 1/2 13 30 390 �`DNiOA1N5iu 0E"""r"�"' 0 NON•CONFORMING-RcVISE AND RESUBMIT CUSTOMER: POLYGON 351 BLKG RFP'-20 1 3/4 9 1/2 25 3 75 ❑m CONCEPT WITH r i s: [o-6?v ux BEEN E !N[ n a[c nrwlu:-E .J -JOIST GALLOUT0CONFORMINGREVISEmsuarerPLAN DATED: 2/25/14 B -BEAM(FLUSH w/JOIST) J52 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 6 3 1 8 erg 1-.1 ax . T. w^ RE E K Fig , !€�'. M..I' T P c'Mf,.'•&,W FS-1,s a .ra a c... a,.. 9' r .e DESIGNER: KAM/L HENPERSON DATE 3/25/14 HDR -HEADER(BEAM BELOW JOIST) Accessories `- "`p"'°"'h E 1...,.dw If 9 M 011,5,,7 [k:n'AL nE ^.k:. DEO-BEAM BY OTHERS H1 ITH01 7950-or-ITT9.5 4 __�P' cr` "' .irs.JJ0LbE_ By: iodtl 9.Eetan ::e:put�per!9.Liii s.MIIERANDI ARCHITECTS CT ENGINEERING INC PL 1 4-90 (MAIN) SHEET: 1of 1 POLYGON 58 PL14-90UP 7/29/2014 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS Products 14"OPEN WEB JOIST @ 19.2"O.C. PIotID Length Product Plies Net Qty RMI 47-00-00 1"x 14"APA Rim Board 1 1 RM1 45-00-00 1"x 14"APA Rim Board 1 1 START FRAMING HERE RM1 40-00-00 1"x 14"APA Rim Board 1 1 RM1 RM1 12-00-00 1"x 14"APA Rim Board 1 1 1-'" RM1 11-00-00 1"x 14"APA Rim Board 1 1 ►'' �) 'tom' RM1 10-00-00 1"x 14"APA Rim Board 1 1 III RM1 8-00-00 1"x 14"APA Rim Board 1 1 ! RM1 4-00-00 1"x 14"APA Rim Board 1 2 RM1 2-00-00 1"x 14"APA Rim Board 1 1 ib It I I 1 111111 111111 1: BM2 7-00-00 3 1/2"x 9"Glulam(1.8E 24F-V4 DF/DF) 1 1 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 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 u a Ilk n a pi BM1 21-00-00 5 1/2"x 18"Glulam j1.8E 24F-V4 DF/DF) 1 1SKI21-00-00 1.5 RigidLam LVL1-3/4 x 1411 BM1318-00-001.5 RigidLam LVL 1-3/4 x 1412 BK1 17-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 n r BM10 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 "' ' L•L� IO BK1 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 2 111111/11111111 111111 �p• BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 i BK1 9-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 —Litai:rM:A _ � ,,-*--1-----A- ��tal-�-• BM9 5-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1:11 s �, �� BM5 9-00-00 3-1/2 X 14 BIG BEAM 1 2 i�k� BM6 7-00-00 3-1/2 X 14 BIG BEAM 1 1 00 A Pill BM3 5-00-00 3-1/2 X 14 BIG BEAM 1 1 BM11 4-00-00 BBO2 1 1 0 rIMI FLOOR LOA DINr liiiBK1=BLOCKING 40 4..,. .--=:A;: ' ;ttEa � f r . _�! _A RM1=RIM BOARD 15 DL< -A IIlIHhlIluiuI II 1 /111 �II 0 B ITT14 3 IILX 14 OSB RIM FOR SHEAR BLOCKING 25' © HUCQ412 1 '=j4. /1 ' SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN i3 m REFER TO STRUCTURAL PLAN FOR ADDITIONAL ]] POST TRANSFER BLOCKING � _ 0, AND SHEAR BLOCKING REQUIREMENTS. int , I HVAC DIAGRAM ON LAYOUT I5 A GENERAL GUIDE ONLY. w _1,,i, _E _ _ �_ _ _ s 4 !FLOOR DESIGNED TO MEET OR EXCEED 1/480 DEFLECTION CRITERIA' WHERE PLATE NAILING AT NoNsmor. a el u_ — MI— _ --II - �RM1f ROW PRCV DE ABOVEADDEXCEEDS BLOCKUO Cft I I WIDER RIM MATERIAL.AS RED'D. r i CON'ORMS`0 DESIGN COtICE` JOIST WITH RIM E c0r.=oRMs-0 DESIGN ONCE?Wr- RE:SIGNS AS SHOWN 21'''Da:To°"'''''"" . NON•C ONEORFING-REVISE AND RESJP7- Ej ''" THSS SAPACA'W x xa E CeC Fx 7,E.Al KIT w.x (24x36 SHEET) SCALE: 1/4" = 1'-0" p x xTe c n c s e " c Tuber f4 A "N. `NSI L i F ePtE W K R T 4 C 3.'X' RAS ..:w,n: AL Ni.":dE AC :T` xc rne»•a tS T{E.9ii"rM.W. SO?T!MTS S-A__r:.Ft Ai SISEtSYNS. asnw:.axanmr.www_sx- w= wra¢nww TRUSS nkux Fuiu �ro s(x.(:a Ay: iotltl A.Eeton .e:September IS.401d &. COMPANY MILSRANDT AECII:TIICTS CT ENGINEERING INC