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Plans (14) MST A- c K 3 k t3 S<, -Therm S Lo. LEGEND: ^�� — - SANITARY SEWER Pacific Community s0 STORM DRAIN Design W WATER LINE 12564 SW Main Street O 0 MANHOLE Tigard,OR 97223 [T]503-941-9484 CATCH BASIN DATE: 5/11/2017 472.2—\ 484.81 -°- STREET LIGHT REVISIONS 100.0' STRAW WATTLE PERIMETER NO. DATE DESCRIPTION UNIIIIIMit SM. ,llr .a...r . .. ac a�' e �r 1111r �______-__ EROSION CONTROL 4 484 k 472 __. .............. . _.,,,.,. _v________ 470 _ 482 - -- q68 48p \ \ \ SETBACK SUMMARY 33.50' a FRONT SETBACK: 20' 466---„, ll I SIDE SETBACK: 5' F- I ---t- - STREET SIDE SETBACK: 15' E 1 �� \� i REAR SETBACK: 15' t — I \ \ a 12.00' \ \ y o 43 cc; \ 42 ' BUILDING: 8256AR s FF = 473.8 \ i I I t, I BFF = 472.5 d GARAGE I LOT COVERAGE: 6.00' 1 \ ; I �, LL I i LOT AREA: 10,000 SF I ---- -' POLYGON AT o I '; PORCH t --,_� l ' BUILDING FOOTPRINT: 3,365 SF — =�– — - --.� ; '�'_ -- , —] ----_—_- -- ---- BULL LC LC 26.46' e ,-- N6.00' COVERED PORCH: 88 SF MOUNTAIN C 4 ' 20.00' 21.25' Ade Tr SIDEWALK PUE 465.5 476.5 CANTILEVER LIVING SPACE: 191 SF L — LL - ....tl � OM I, "" I COVERED PATIO: 0 SF �/ ,/ .0' : . i � / DECK AREA: 0 SF f i \ --�--''' "' , ; LOT 43 ,q � Q I { Ii TOTAL COVERAGE: 3,644 SF PLOT PLAN 1 STORM LATERAL�,:f' ',, I I v k4 I'ti C - SA..r SS 'ATO' SS Ian. ice �.��. sii:i . ._... �Alr '� 1 _ 36.4 % C SANITARY LATERAL PLANT (3) STREET WATER METER IMPERVIOUS AREA: 4,425 SF SD \ '0- SD TREE: 2" CAL. 1, SD 5 S – SO SW THAMES LANE E....._.. KATSURA TREE / .. Q .\ v Q.. W >Ni w 0 -. CERCIDIPHYLLUM V ' :, Vf er a}' \ JAPONICA N .► C \ _-4T / / ' IA / loll\ I _.� 4 I `Y RV / /--/--A PRI la_..._". ' 1 \ ,TY 1,„4--34." ., -,...3'"/ ''1 - _--I 1" r, \. 0 EPOLYGON NORTHWEST (503) 221 -1920 art OF TIGARf (rii) C 2S 1 W 8 C R Approved byPROJECT NO.: 395-031 TYPE: CONSTRUCTION Planning SCALE REVIEWED BY: PRE LOT 43 (R-4.5, ESTATE) Date: I.[ it __ 10 20 cr cv- POLYGON AT BULL MOUNTAIN initials: 0 15377 SW THAMES LN 1 INCH=20 FEET 2 2 _ Picil i-' umber NOTES: 1-JOIST LAYOUT CC W w DM -JOLirnRNOUT I'LLLRLONS'IWtcTiON TDOU9LEI.101ST GOIVNEGSION$pLS st TRUSS COMPANY *ALL BEAM SIZES PER ARCHITECT/ENGINEER --_�rillerblocking isnot stryct allyyequirredptoviiidedboth WQ y l - I-Joists are continuous) latera®supported b W *SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 11-7/8 RFP1-20 16 0.C. .� ,17 dd tiontothe sheathing at the top flange.ln ZIJ,J CC ddition•cense nt in the f the ting shah Repositioned O o over rte csnerr of one s the two pan Ranges to assure D 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING shaar transfer Between sheathing panels. Z co BEAVERTON, OR REQUIREMENTS W F- MOVE JOISTS +/- 4" TO AVOID PLUMBING 1/4" = 1'-0°' Scale ON 24" X 36" SHEET �,. .�. "" .7 "` a" m (506)858 9663 w W- mp w PL17-305 CUSTOMER: POLYGON - s - s s - X v W a. N LEVEL:MAIN FLOOR PLAN#:8256A -71 0 O PAGE# 1 OF 1 PLAN NAME:ENGLISH REVIVAL 0 0 DESIGNER ERIC D. LOT# O CC DESIGN DATE:08/23/2017 SQ FT: 0.. PAC.LBR.REV. ARCH PLAN DATE.08/04/2017 -2573 .G M2 PAC.LBR.REV. REV. .-START 16^O.C.FRAMING HERS u`m,g 2 0 3 E >,E ,-. =. PAC.LBR.REV. REV. 1-Dq.gq, `i E a g o T m 8 c R7 NMI In MN RE®=e=® ... Rt ®®®t♦! g S m z o'm E m ms �000.> a c (.0=-=FE m'mc`65o. u, 1 -o--ma a a oo 30m-i•aao= oUN-CLNUOLOJ Main Floor Products L.)m T O. r V_U S N_ PlotID Length Product Plies Net Qty - -• - - - - 4 - - - 1 L. In - - m E m t5 a„ W y n`o c m m aQ 3 J1 22-00-00 11 7/8"RFPI-20 1 15 m o t E J2 20-00-00 11 7/8"RFPI-20 1 15 w m a g .1 "d iii' J3 18-00-00 11 7/8"RFPI-20 1 12 B5 BK1 BE v a 3 d E o o 5 B o J4 16-00-00 11 7/8"RFPI-20 1 53 BM I I ° rt a m J m m a J5 14-00-00 11 7/8"RFPI-20 1 11 "c'� w o a0 J6 12-00-00 11 7/8"RFPI-20 1 4 sKz , R7 as o -t N m N.5 o ma D9ia K'�acco J7 10-00-00 11 718"RFPI-20 1 29 BK2 o a aE t J8 4-00-00 11 7/8"RFPI-20 1 1 4 p B6 B6 BK1 B6 _ _ BR I I B7 _ B1 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 os ' ' r - , �_m B2 10-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 6�o II 2 3 s�o.L—+ B3 2-00-00 1.5 RigidLam LVL 1-3(4 x 11-7/8 1 2 IFmn°I'ER I. < , , , < , _ _ _ _ _ , , y A p o 6 Ca B4 18-00-00 8801 1 1 I .v N 'iv c B5 16-00-00 BB01 1 1 •^o.o o B6 14-00-00 8801 1 13 I I B, C9 0_ m 0.L B7 8-00-00 BB01 1 3 J I — ` Q " t- m 1= Bs I. BE as Bs B7 _ c C i• O R1 16-00-00 1"x 11 7/8"APA Rim Board 1 14 --.1 . ' . • ` `1 aTi (1,I o o c BK1 3-00-00 11 7/8"RFPI-20 1 84 0 r I RI ii I I Z w . E� - I I • II lL Cn I0 a [6 BK2 3-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 32 I I II = I BK2 a ® ® M 1 Y I«, W 0 co rn C 2 Connector Summary k BK2 <o n o n PlotID Qty Manuf Product Skew Supported Mtl ISI - o m H1 4 USP TH017118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 AK ' 11< 110 n m t.0 BB B6 B6 I II :: _Illi� � ' - Q 7 Q Lq N H2 2 USP. TH017118 - 11 7/8"RFPI-20 -7"r-7 - ! II # to re 5 N 3 RI- II II ® CONFORMS TO DESIGN CONCEPT F. Dill I-.I-E a(5 CL ❑ CONFORMS TO DESIGN CONCEPT WITH . - - - • " -' - - - - - - - 4 I RI REVISIONS AS SHOWN m BK2al ❑ NON-CONFORMING-REVISE AND RESUBMIT to m > > I THIS SHOP ORATING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE I 61. WITH IHE DESIGN CONCEPT ONLY 080 DOES NOT RELIEVE THE I FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORHAHCE WITH THE _ DE5IGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY © S OVER: THIS SHOP DASHING. I. •®®®®®�®�S�® By: Arnold A.Solomon Date:Amidst 24.2077 Al - - n CT ENGINEERING INC R1 iglcc,aMMSIDDeLGNco,oen CD 0 [aNiDRMSTO D[ CONCURN CONCUR WTIEnsrola xDrtn 0 rowcom06Me1D-msraXWaMIT cnRM v Nw�axn ra off nm PAN Mi , M.,.aA se FCCOOS uc w.axf[a[[k N MQI NAS xtaunartnts ws.Knno w Are. Date VOU MILIRANOT ARCHITECTS 2 LEGEND : _ FLOOR H= HANGER CALLOUT 1 ALL BEAMS AND CONNECTORS PER ENGINEER Z- SUPPORTING POST FLOOR DESIGNED TO MEET OR EXCEED _._ „, = LIVE LOAD DESIGN CRITERIA L/480 DEFLECTION CRITERIA1 U480 R = RIMBOARD O ,•i, ��' A a i7s. -_ TOTAL LOAD V360 BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR \� ' _ .41 -.— FLOOR LOADING BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. �` �� �o ==.: ADDL. MATERIAL CONSIDERED IN LIST. `��� O \'��'/ _____i�2 5 LIVE LOAD 40 J = JOIST CALLOUT ��`,�, - = 11_-_.� DFADLOAD ,2 �`-`-' ,.-.....- ....!:..111111--- ----.. ..>. �� ROOF LOADING B - BEAM CALLO UT rHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. 71 . 100 7 i >, ._m..,m. �..,.._.._, .,. O ..�..m.aa..",.. LIVE LOAD I 25 DEAD LOAD 17 El CONFORMS TO DESIGN CONCEPT ..._a...m- ..-..,- �.._....,_..._,__v... �_ _»<...._. _.......... ..,., - - ____ 0 CONFORMS TD DEWallSIGN CONCEPT W REVISIONS NOTED Kl ❑NDNCDNFORMM-REVISE&RESUBMIT P MS MCP Ce4.46 LIAS WEN KM.FOG MEW C.016540.. f BFRkwa Date 9M., .,. _._....... .,ss-._._....�.2,.fl-._.. ._.-.-,..�.-,_..-._._.�. ....-, , ____. N MIIBRANDI ARCHITECTS 1.gI E' o U t Ilinir 4c i510 v. re --i'-,- '-,' i .. . . , 0. .,, „,s..0,...v,,, 0 - , '0 Y __ s_ ?, w __. _._.. iso ,.k h 1' - • n � .a.�.r�� ._ �.. �-- �—' �• --- ._—.k��r�:._ .__ ___-' �rrrri+ :1;:,r�r�rr.'rr�rl�� I war ' , i -...,-:. _ _ .__ 71 < �� €.11"::�, . f ' ,firs ,_ __ M _. -1 1,.!. i I. IWkl cfr' .,-.-- • 1 _.,.,__„., _ .......— 6.10 . jr I : ;' ' I' 14 1[ IP 1 .„. 0 • id kXJ11 1 , . , :. _ 7-711 (L) a : I� ' I llJ 0 : i ' ., , ,Fill ,I i j , ,„,..J.J.: = , L, ,ei,:,i,&,:: ,�'� " 3 ! ', :� .: _� ,:({ I , —fir -- ,q,= _. _-z�..1 [ 13-----' -1 �. �.. t ,, am a. �� ,: _ a.<, ..> ^o ,0,, •.,. a !: • 1Ir ICT,,;:! _- _ Cg [ ,£ .... - < .' . ',i ITS ,=�d' fla • RIjirI aTIII r - ice_ - _ CD CO la- A �� ' i '''' til C o� ' .. ' 4 f � P a . � OzOXO 0 I :! 5 , ,; LLr Oa� ® , 'to3 ' , 9 I C tI . 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" 0 ,. ® CONFORMS TO DESIGN CONCEPT 0 $ 1 ❑ CONFORMS TO DESIGN CONCEPT WITH o REVISIONS AS SHOWN , /� n . __. __.__._ ❑ NON CONFORMING-REVISE AND RESUBMIT n 8'..6 `�� #�—�%-� � .�..�.�.,�� '"` THIS SHOP DAAWI"dR �E i It ED FOR GENERAL CONFOA , CE � �i'K WITH THE DESIGN'C EP'I'ON 'r J DOES NOT RELIEVE THE ag a op DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 4D ees OVER THIS SHOP DRAWING. o to By: Arnold R. Solomon Date: Sept. 5, 2017 Z Z Q ' >) CT ENGINEERING INC >44 tiC ti a 6e_1 C`+to > "Zi 9 ci, o®. 3 OD w CO CI_ Cl. Q