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13495 SW SUMMERWOOD DRIVE-2 A. l � W • I I 0 � 3 . a _ f r Z �• La � � _- L.) - — _ O W� J O C 3 , S ABBREVIATIONS MATERIAL SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY PROJECT INFORMATION: DRAWING ',NDEX _-----___ TIGARIrf F FLOOR DRAIN PLAN PLASTIC LAMINATE EARTH BUILDING SECTION OWNER: LANDSCAPING APPfOV6d • •%• ............ ....... �R. AABCBREVIATTi N FDN FOUNDATION PWD PLYWOOD = _ Al conditionally ApGxoved.•.•• AC AIR CONDITIONING F.E. FIRE EXTINGU151aER PR FAIR _ DRAWING LOCATION S L-1 LANDSCAPE PLAN c A.D. AREA DRAIN FFG. FIRE EXTINGUISHER CABINET PRET FARAPEt A101 SWEET NUMBER BOWEh FINANCIAL SERVICES OCCUPANCY GRQUr"': Fcr only iha ,�L�k��Tl��a•�1/�/- O/ / a ADJ. ADJUSTABLE FIN FINISH PT PRESSURE TREATED SAND 1 1 1 S.W. FIFTH AVENUE PIESMIT NO... PORTLAND OR 97204 R-I CIVIL „ AFL ABOVE FLOOR LINE FF. FINISHED FLOOR ,. Se;p 18ttef t0:FOI'OW.••• AcG AGGREGATE FLUOR FLUORESCENT Q.T. QUARRY TILE. ,'^" �• r AJ-�Al AIR HANDLING UNIT FO. FUSC41514ED BY pu�ER (503) 274-8400 CONSTRUCTION TYPE= Attach., ALT. ALTERNATE F-05 FACE OF BRICK R RADIUS GR.4NULAR 503) 274--4685 C-1 EXISTING CONDITIONS PLANJG ALUM. ALUMINUM FOG FACE of CONCRETE R.QG. RETURN AIR GRILLE TYPE v - N I HOUR RATED WALL BETWEEN UNITS C-2 GRADING PLAN AND PROFILE Jct Addr �/ j� l '`� WALL SECTION - T RM SEWER PLAN by; ' Y�O w A!'. ACCESS PANEL FOF FACE OF F!NISH RD ROOF BRAIN -----___ C 3 S O FD.IG. FURNIBI•cD 57 OUNER/ RFR REFRIGL,"TOR Al DRAWING LxATION GENERAL . CONTRACTOR: C-4 SANITARY SEWER PLAN AND PROFILES ------'�� _ 6�(5�r' �.AS m BOTTOM INSTALLED BY CONTACTJR REQ- REQUIRED OR REQUIP.EMENTS CONCRETE A10t SHEET NUMBER BD. BOARD FD.I-O. FURNISHED 3v OWNER I RE v. REVERSE OR REVISED o I BOWEN DEVELOPMENT COMPANY ORES% RESIDENTIAL C-5 WATER PLAN AND DETAILS �c�ot BF. BIFOLD INSTALLED BY OWER R.O. ROUGH OPENING ' J .- BLDG. BUILDING Fon FACE O F MA50NRY RM. Rion BRENT M. McMAHON ENERGY CODE- C-6 DETAII S �p0 , BLKG. BLOCKING FOS FACE OF STUD CONCRETE C-7 EROSION CONTROL PLAN AND UETAILS Q BO. BY OWNER FP FIREPLACE B OINK MASONRY JNI18 15075 S.W. KOLL PARKWAY, SUITE H IIIINDOW GLASS: U-m.am ; BCF. Bo�Tar+ OF FOOTIW,a FRT FIRE RETARDENT TREATED SG SOLID Corte BEAVERTON, OR 97006 DOORS,NOT ENTRY: U-0.20 C-8 CI•FY DETAILS 51L BUILT UP FRMG FRAMING 060 SLIDING GLASS DOOR DETAIL SECTION \ MAIN ENTRY DOOR: U•m54 FTG FOOTIWs SW. SHELFElm BkICK �5U3J 627-9928 Gla. GONGLIGTOR HEAD SHR b►•IOl11ER Al DRAWING LOCATION 503 671 --O l 03 FAX WALL. INSULATION: R-21 CJ. CONTROL JOINT Ga GAUGE SWT. SHEETTO SWEET NUMBER UNDERFLOOR INSLIL.= R-25 ARCHITECTURAL CLG. CE IL.ING GALV GALVANIZED SIM SIMILAR CLR CLEAR GL GLUE LAMINATED BEA:-: SOG SLAB ON GRADE STEEL FLAT CEILINGS: R-38 33 CF'. CEMENT PLASTER GMU G1 ASS MASCIIRY UNIT SG SAFETY GLASS ARCHITECT VAULTED CEILINGS: R-30 A101 GENERAL INFORMATION OL y C . C.OLLM GYP GYPSUM SPEC. SPECIFICATION DETAIL LOCATION BASEMENT WALLS: R-21 GONC. CONCRETE S/R SHELF AND ROD MCM ARCHITECTS 01 SITE PLAN COCONNECTION WB WOSE BIB Sa SQUARE CONTINUOUS WOOD SLAB FLOOR EDGE INSUL.: R 15 NN. 1022 f301 UNIT A • CONT. CONTINUOUS WC HOLLOW CORE 65T STAINLESS STEEL MEMBER rWILDING ELEVATION 1 022 S.W. SALMON, SUITE 350 CnU CONCRETE MASONRY UNIT NCR HEADER STL STEEL _ PORTLAND, OR 97205 A302 UNIT B CPT CARPET HM HOLLOW METAL STRUCT STRUCTURAL A) DRAWIWs LOCATION A303 UNIT C s C.SK CDUNTERSINK WCRIZ. HORIZONTAL SUSP. SUSPENDED BLOCKING SHEET NUMBER (503 222-5757 i! C.T. CERAMIC TILE WT WEIGHT CONTR. CONTACTOR WVAC HEATING,VENTILATIN, T. roP X503 241 -1 51 4 FAX A304 UNIT D g - A311 BLDG. 1 & 2 FLOOR AND ROOF PLANS A R C H ITEC T S I � AND AIR CONDITIONING TBR TO BE REMOVED # DBL. DOUBLE T/G TOUNGUE AND GROOvF PLYWOOD A31 2 BLDG. 3 & 4 FLOOR AND ROOF PLANS i r DET DETAIL ID. NSIDE DIAMETER ''W. THRESHOLD A INTERIOR ELEVATION STRUCTURAL ENGINEER: _ t- — • - # # DF. DRINKINci FOUNITAIN INFO. INFORMATION T.00. TOP OF CURB A313 BLDG. #5 & #6 FLOOR AND ROOF PLANS /� PROFESSIONAL CORPORATION DIAD. DIAGONAL INBUL. INSULATION TOE. TOP aF FRAMING Al a DRAWING LOCATION BERRY-N 0 R G L I N G TAP. TOP OF PAVING GYPSUM SHEATHING 0 SWEET NUMBER T , ' 6TH N w= 10 �v A31 4 BLDG. #7, #8 & #9 FLOOR AND ROOF PLANS 1022 SOUTHWEST SALMON SUrTE 350 p16P. DISPENSER BILL BERRY -- PROJFCT ENGINEER pD 2 , ,,u ( i PORTLAND, OREGON 47206-2447 USA DN. UOUN JT JOINT T.OS. TOP OF SLAB /. Be erton A401 ELEVATIONS-UNIT A >: DP DIMENSION POINT Tout TOP,oFWALL C 3E07 S.W. CORBETT AVENUE 'A t I � VERMO� A402 ELEVATIONS-UNIT B TELEM40NE 503 222 5757 FAX 5032411514 DR DOOR LAV. LAVATORY T.B. TUBE sECTIa•I PORTLAND OR 972.01 a DB GOWISPOUT LT. LIGHT TYP. TYPICAL FINISH WOOD , -, DAVIS ivD Al LIN '[ Q DUJvi COAWING LTC LIGWT IUE'GHT CONCRETE WINDOW/LOUVER REFERENCE :w 3 `tP I A403 ELEVATIONS-UNIT C �W DISHWASHER U.ON. UNti[56 OTNERWIEE NOTED= Al pRAWING LOCATION (503) 227-7783 pwR pISW AR MANE. MANUFACTURER TD SWEET NUMBER (50.3) 227-7784 FAX ; ` RD _ MULTNOMI A404 ELEVATIONS-UNIT D MATL. MATERIAL VB vAPOR BARRIER ___—___ MOISTURE BARRIER �� „ART RD -- � ��- A410 ELEVATIONS-BLDG. #1 , #2, #3 & #4 E. EXISTING MAX. MAXIMUM VERT. VERTICAL CIVIL ENGINEER/SURVEYOR: -- w aJ 6AROEN�NOME n--- A411 ELEVATIONS-BLDG. #s, #6 & #7 PPO/ECT EACW WAY MEOW. MECHANICAL VIN. VIN,L r I A412 ELEVATIONS-BLDG. #8 & #9 m F S EXTERIOR INSULATION MW MANHOLE R'Dfnr ti� [� B O Y Y E N AND FINISH SYSTEM MO. MASONRY OPENING WC WATER CLOSET RIGID INSULATION DAVID EVANS &. ASSOCIATES RD Z "4rT I A701 WALL SECTIONS E.W. EACW WAY MIN. MINIMll1 WD WOOD • A �A\ +:5 unr + 4 ELEC. ELECTRICAL MTL METAL WG WIRE GLASS SPOT EI-EvATION BRUCE MAGNUSON A702 DETAILS FIELDCREST [` ELEV. ELEVATION OR ELEVATOR U44 WATER HEATER 2828 SW CORBETT AVENUE BROCAMAN `moo 4 EP ELECTRICAL PANEL N. NEW WP WATERPROOF BATT INSULATIO`T RD ` EQ EQUAL N.I.C. NOT IN CONTRACT W/ WITH PORTLAND, oR 97201 _— t g I , STRUCTURALCOlJRT EQUIP• EQUIF'1lENT NOM. NOMINAL W/O WITHOUT U-71 503 223-6663 wt+R RO R Q QAK �r EWC ELECTRIC WATER COOLER W F UJELDED WIRE FABRIC EXP EXPOSED OR EXPANSION O.A. OVERALL _.-- SWEET METAL WINDClU REFERENCE 503 223-2701 S-'1 UNIT-A FRAMING PLANS ON CENTERI,v i OAK TA r FA fl; S-2 UNIT-B FRAMING PLANS OC OUISIDE DIAMETER 6060 FX[.') ROUGWC$1ENING- GEOTECHNICAL ENGINEER, > „"'FEa 5r -� S-3 UNIT-C FRAMING PLANS OF. OVERFLOUJ DPAIN 6'-0' X W-0, oHD OVERHEAD DOrR GYPSUM BOARD FIXED UJINDoWr a +OD S-4 UNIT-D FRAMING PLANS OPG OPENING DAVID J. NEWTON ASSOCIATES r+ �� '` & FOUND. PLANS oPP. OPPOSITE �_• 1201 S.W. 12TH AVE. y�Q .�Sr— ti S-5 BLDG. 1 R,. F FRAMING # TIGARD OREGON DOOR REFERENCE SUITE 400 sc �`y SIT wA`" i and Ltir,AFq I S-7 BLDG. #2 ROOF FRAMING & FOUND. PLANS „ PLASTER ?46L' 2'-4' X b'-B' Fi00R HO 9 et tae # BEAVERTON, OR 97205 n,,,I o 3 ROOF FRAMING & FOUND. PLANS S-'8 BLDG. #4 ROOF FRAMING & FOUND. PLANS K CERAMIC TILE (503) 228-77 1 a Mtn Sr t„'tf- S-9 BLDG. #5 FOUNDATION PLAN FNt- NO No r A131. a 503) 228-7781 FAX OAARDE .kUONAlO sr � � ' 'CULL =w ,B.QN=TA.1` FrF do .A').•��.OHO MEN _PO 5-10 BLDG. #5 ROOF FRAMING PLAN DA,f , FEB 06, 1996 LANDSCAPE ARCHITECT �($Ai1lER I , S-11 BLDG. #6 8• #9 ROOF FRAMING & FOUNDATION PLANS RF r'..ON9 DA TF r DESCRPY.ON . Ip GTTEN & ASSOCIATES, INC. i A �s� S-12 BLDG. #7 ROOF FRAMING & FOUND. PLANS A JANET OTTEN m Ro_ King --;-- - --- — S-13 BLDG. #8 ROOF FRAMING .4c FOUND. PLANS ” "' "" S-1 4 DETAILS 11855 S.W. RIDGECREST DR. grEE OEM City I SUITE 105 rr..drr,,giR urham W z� 5-15 DETAILS PORTLAND, OR 97005 e �- FISC / D n S--16 DETAILS 503` 644-5086 �� I S-17 DETAILS 5035 6411 -3092 FAX VICINITY MAP S- 18 DETAILS M ` ELECTRICAL E301 UNIT--A ELECTRICAL PLANS N 0INFORMATION E302 UNIT---B ELECTRICAL PL R �M' E303 UNIT-C ELECTRICAL PLANS F304 UNIT-D ELECTRICAL PLANS I r,.EF- NO . A 1 O 1 II�nII, MJ 196-0114 thrU U 122 13495 SP.'Summerwaud Dr _QF 1 2 of 55 • IF THIS DOCUMENT IS LESS 711(lllill"llll lIl I III 11 I IIIIIII lil�lh lhllll IIIA I Illll�l l�lllll IIIIIII VIII I IIIIIII I'lll I IIIIIII I�I�1 1 111111 111 1 i IIIIIII 111 IIIIIIIIIII III I I ! ' 11 I_�_ � 4 -- �I- - 61.- : II --�_ I 1 �� I _1.._-�_ I ��_ II LEGTBLE THAN THIS NOTATION, L L� -- f p� /" 1T IS DUE. TO THE QUALITY OF - -_- _ N0�6 �'= '- f/v►9�1 `a 777 THE ORIGINAL. DOCUMENT. -� 8 9 E LAG L �G G 6�1111111911 6T�iSk�iTl to ceFLIII T9 �9 fiG111111111111I�IIII�IIIIIIIIIIIII11111I IIIIIIIIIIuIIInuInn;IIIIIIIuIIUIIInI II IIIIIIIIIItll�lllllllll ILIInlllllll Illlilnl�nll nll�lnl un�nlllnll�llll Ilill;ul I ^w. . ... ra 7. i'.' .,.` r: .w•-.fi .r, s ,�.« - Y .r,'.w 4 r.,+ t. .,.g. •wp'— y�. `!A t .. '•T! � f" ',•r f � Y� < �ri, .�. . -'_"' _. '. . .. 01. is •. ... n � • .. Ti. R � r.'•"°!r' ' "�.it�' F .. ��.'�.,�J , ��k.�� , a. ..SJi.: �:_ •�Y `- .t '� .* `` .. �f _ '�> 'sl�i,�,'t�r:r,�n AAS r� rr� �. •Y ; :� � n*� `�! h„� ,('t,`��.I� �t'�""� .v--...- :,w'�._ I-V a .� .�• i .�.r� Y .., } ` t * + r '-�-. r ' .... � ., � r. > , J l � � '[r ,� -'�' A� j!^ �'E'17y�`•"'�ra,�'!„)�•t � r'�vq"Ir��'� +. . fn I 1• { Ik, 1N • t I — I I I � I I 8 , z I rz � I I • •r � . ^ � i 1 I I �Y GFcEENWAY ti . Iir3 25' WETLANDS SET154C.K 36' NIGH I \ ILA BRICK WALL PROVIDE NO PAWING g { 54" ALONG PIPE 1p1JC..: \p I VG h —1 !r! i �/� = TUN AROLIND 6=12 _ - - - kA Tj � f 1 ' .y BUILDING 03LA STREET LIGWTS til. '” 4 L r BUILDING; I I `1 C:1t r — — -+ _ I ' 1 I 30 L L 1 Bdl _ __ - a r F- POOL �L _ t ILpI -� j r A ---- - - - = 15 9ETBGK 4 ( L JL -I I I L _IL_ L_ _Il _1 I I L 1L _1 f3 r 1 I __) 8U.' G NG n I ka J 1 BUIL ING •: -, - -� tka -- �_- � i I I� - --_- - -- req -- - --I $E rISACX R L H I T !~ T A PeioFE>SSIONAL CORPORATION II t I 1022 SMT;4wim f SALWM *UrM SW 9 30' TRACK _ 1 I POKTLAwo,OF"ON *2099-2447 U" y TELIPIIOW SM UP SMFAX UO 241 W4 w 1 ' t PROVIDE NO PARKING SIGN$ AT END OF STRLE7 EMERGENCY EGRESS w LIST BOWE• N t1lI FIELDCREST. COURT 1 rrr 1 TIGARD. OREGON LL ID p"o-lec r Ave , oras �p FA.F NO A'0I•rY*Q [# q` oArF FW-DRIaARY a .1MA $wvi-"r1Nv OA rF IOIlGgp tM+pr, �' UILD;NG UNITS - UNIT TYPE A - 1132 S.F. 11 UNITS ' UNIT TYPE 5 14'15 S.F 6 UNITS UNIT TYPE G - 1295 &F. I'l UNITS UNIT TYPE D - 1460 S.F. 12 UNITS F3 SITE PLAN TOTAL 52 UNI-s ve SITE PLAN k i p � y J.mvi 11/0-111141UtUUI22 13,495 SW Sunnnerli'ood Drol 55 I y �.,.,. .. ,..»� ._:....---.'��M..•++r...r...w. -...-_�,w-�.:,,.�.r.....�__.-..•:........_...b_..::....y-.+....,..-.�:-.w-»...r•........_ ........r.....-..-a,.�,•........ _ ..-«...�- ,.. w.....—•.».--_ �w..w�••y_.-._ ._..-.. _.� ... _.. - ...- ..., .p ... --_ • _. s �N, .w••:•:.i...a.�- .,..w �.,...-•-�. _ .M+».N--....._ :.._ � 1 -lMK7 NO. . ` A � `.: • - 'r i ,f- . ;.. 1IIF. .� �' :C. �I ,�' v�• �,�- '�' , �G I r �1. I .. e I, :r v. 4. r 4 17- .. � .. x,,r' •:r. �,'•i,. ,y.� ,-. •I'V!'+�r 4' b�•'!+1N�.�rr�'e'�'!, i'I1�5•. ;�1 ;sir-' '',' 'Tw , r IF THIS DOCUMENT IS LESS III�111 III III III II 'I I III III III I I III III 111 111 111 IIr IIIII�IIIII 111 111 III�III�III�III�I VIII III III I 1111 TI1 111 1 1 11T 7111111 1 1 III IIl III IIIIIIIIiII III I I I LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF N•06 0.:sE.:. THE ORIGINAL DOCUMENT. s VIII IIII�IIII IIII�IIII IIII�IIII Illl�lllrll�lllllllll�lllllllll�ll I IIII�IIII IIII�IIIIIIIII�IIII IIII�IIII IIII�IIII IIII�IIII illlllllAl illllllllliul il�ii inl�nil iili�illl eu�llu iiii�ini Ln�iul 9u�nn 9n�nn:un'�i�un cn IIII tniluu i RIDGE VENT--. m 12 12 p F 717 A707 4 14 p \ 1 u�4 c aw 12 L — M T.PLATE - --- - _ - - W 7, ie -- 6/6' TYPE %' GYP.BD. OEILHYa 17 Iw A4 a A7D7 A205 A70! U TV AFS7 TYP PI A705 A70Y D p LIVUYa/DINING r ! A703 LIVING/DWING QE yg ,,�N 6 _ TTP FL F/GLG e 1! A68EMLLI ENTRENTF7 a 11 - it 1`2GA T p� II GARAGE AMfir,pIE - r1 I I r{ ![ TTP.EXTERIOR NANDRAIA703 A102 U14LL A86EM15LY B�_7y� • y 4x4 TRIM W. CLO. T. �__ AI08 AI09 - -- _ - T. _l* �1 - 4'-7�i' BEDROOM 7 BATH T. BLAB - —- UTATERP-FtOOFRG TYP.FLOOR 9 Dr_0• � ADBEI'7SLT � - FOOTRIG DRAIN _ - �� T FLR f0 Y. t - YY ll. NOTES THIO __ T.GRAD: ') T.00-AM L ALL C(r"IQb TO FACE OF STUD - OR 4 OF CPEHMG WLE66 OTIERWBE It:GI �EIf e0 OR'I S• 7ILE FACE 91IOIIER MIRROR �— 7)7%�tomw' CN iSEE53"FOR7. BEE ellFT r01 IO,` TYPICAL WALL, FIWIT B3 SECTION _—_ SECTION ADDITIONAL RFD1a+anoN��< =1'-p BELO ' 4 -t,- BOOR AND RO� .�3eeRbLEe. E Q 1 BEE 6T 111CTUtA. DIRAWNI FOR 4' HOOD BABE ALL FOJpATION AND P7RAKM N'O. B t 4. DEE WVAr 4,EIIILD W, 1 Fq[ S - -+IIS ALL HVAO FWH7Mi NOR'14rIQ1 F AlOI All 124-A5 03 ! DEE 'E' a EETe EOR DI.Y/RANLIT G 6. D@ RXIERIOR ELEVATION D/e.ETA101C 1 INT. ELEVATION C2 BATH 109 1110.1 4 =1'—L FDR el)fe arDHEIGH7 ABD'.E IiOGR1. 44�1'.so444 RDIOATE6 iX STDIO !0 OQC '%' GTP.BD. L �, B� 1 R- I ELIMNATE UPPER 9'-0' 74' !'-!' !'-0' 74'- SOLID COIF. DOORS TO RE 3/4• !'_!' C!'BR@T UFIERE 1 i PPLY ASPNALI L.4I'IREC WI/.DOW OCCURS MWITS A-5, A-'J — f A-13 P -� 7 XTERIOR APFi1CATN"4 0 AT ALL FOIRDATIOLS Y_ OOb. GM IDT DATER WII D e - 4DJ.eFIELYEB 16 7 1 D INDTALL.ED PROVIDE I IR ENCiOMrt 4'-10 /)' p'-61!)' WTN 70 MN DOOR 6 � SIC._ SPACED RD O I�EN I B I _ '4 SHELF LL �FIt I (A ;b w000 DECK !' !' 4, 7. ROD I U IBRD 1 AW6 24" , 7 • 6 -- - -- A i D81DOW 7x4 ITT A-5 WALL I p-E IF[ j I A705 I N WITS A-5. 4108 r_CLO. CI MA ILfTD A-S,A-9 I a D 4 1-O' !-D' T I u q-S 7 A-I3 ONL i BED�i.M 7 o d I SPACE ACCE Amy ,I :v C LIVING/DINING IE � L. 111 IeK74' OR4ll ® 1 O A704 1 4X4 POET m �- M.BEDROOM 1 3 PIREPLAOE WIT 100 KITCHEN T -� Q1 KITCHEN 204 1 au 3 A105 4X4 POST 1 LRE OF VAULTED 7668 A101 4 -t• L j UtM A-6A-D.A p BATH .n i, WINDOW OC.OIIRD I OEILRYs 6 M BI-PLD. HALL 4 C^1 — i0 �, •A-11 1 k 3'-6 3'•7 I!t' N WITS A-B, A-! I 9 - —� — d — - - 6 ]868 7068 1 UNITS •. 4'f B' OPT. WOOD ALL F 44 • WALLS TO BE 7P6 _, • • n 104 — — 6 kk X41 M. BATH 7X4 FIMRRED O •P F C 0 -1 r W4LL iv A3V'-E4RIFRY' mcm 30'X42' SH ,D RI nlvaOR n n r ,� BATH LAND 3'-3' L 4'-0' L !'-0' 7 (� O a1� -4 3 m ACCESS m. 4 EN �"�n - A R C H I T E C T 8 i P o -y ,s - 7 • _. I _..—_� � 4 WOOD BASE -- J�� D'- 4t MIRROR (7)ADJ. 4 • • BI-PL ., r—1 r_--v1 S A PROFESSIONAL conroRAroN a DP !' O' '111V D1ELL•ED 1 1 I RlelAOE I ••' I L____U loss eWrNM'EET EAW Sum sEn 6'=10' 1'-1' 1'•7' �2-Il ' 6'-8' 4x4 POBrO b'-O' „ \\L�'I l7LNilT D -b, -8 T I'OFTHOW11 l3 UtSI I` FO ,14Y IRA 3'-0 IR' J 11<81pR EIU}Lt Np �M tlW NI RH i L.___ 10'-!' _ 70'-0' RDD • — — T'TK A A-1! El 111 KITCHEN 204 E2 BATH 203 PLA47ER 7L� a »rr ActI vR x 12-T DorOecOlwoRN c NDATE FL 4 . a B O W E N AND DELP CL IUTW 3 In' 6 . b MHOOF BLOW BATT Nd1LE SLOPE '.AI5 FIELDCREST - To Dean _ J SGT BIDE ® COURT - - GARAGE— OF WALLS 7 S MIRROR TIGARD. OREGON ip _ Puw � ,�n5.owo R�.ew . wn • arfERPror. 1 T-1. CCR F2 BATH 104 F3 SECOND FLOOR PLAN UNIT A F5 FIRST FLOOR PLAN UNIT A 1/4"= - 1 4 =7'-0 1/47=1'- AEA ene7 sr. reFr l'Rf • UNIT—A iLl FLOOR PLMA e.ullammulu -- - A301 13 4 9 5 S W Summovend Lk A a orss IF THIS DOCUMENT IS Less- _ 1 7rTl 6�EI ITTrTvTpllrllli O}�LII III I Ip IIII LPGTBLFTHAN THIF NOTATION, I I tjl 1jl Ii t tTiJ tjt{lt jlt. Ip ql III{It41 111 III III IyI.I �I I I � �I 1VI I 1LI I I �LI 30X IT Is PUP TO THP QUALITY Of wn O,.Jdyr {�U9US`f �a , THF ORIGINAL DOCUMPNT, � I ✓✓ VV �� illll IIII�IIIIIIIII�IIII IIII�IIII Illlillll IIII�IIII IIII�IIII IIIIIIIII IIIIIIIII IIII�IIII IIII�IIII IIII�IIII Illlulll IIII�!III IIIIIIIII IIIIIIIII IIII�IIII lulln`iullu°uulW!IIIIIIIII Illllllllelllllll IIIIIIIII nlllDl ol�Im o111iu uulnn Iu111HI uulnu,�Iil�uol r,".inx,�'.u5'.:dw.Yiwr!`-:.•.,, _,:r.v.-,..yr a:.:•:.... .. r__.:.;.. _- rr4r�*.r....... ,..,..,-vvM .. ...,. �., , .. .u. ,., - ,. W... - .rvJ v ., .. ,,...a,,.. .. ..r,n,>., .. .. ..... - .. - 1` A'^' :2, '° ;:.Y;M1u4�i:.... '. .'. fi •. '-. . f �, .�. .',i� •,y"V4.'}iy' r'r w '"",'�,{, ''i/`' r'' `Bt `. l� +ter, ! 05 R1DG x --- 702 VENT _h : 1r i 11 12 1 F IZ f BBZO@1,11U6 1001 I _ A702 e A M12 J 4 A702 4 A702 _.. -Sim 11 T -----_- INR FLOOR/GE I!_'G: a �'-2 ---- - - - 3/4' T.IG. P!ir. -2 -_ TJ.1. J018T6 '�'T. PLATE d �1' T. PLATE — 5/8' TYPE'X' GYP. BD. CEILING2 LAYERS 5/8' TYPE'X' GYP. 51D. 8205 ' I _I4' 41 Typ A F5- LIVING/DINING 0 - T.PLATE+ LIVING/DINING I TYP 6 R-26 IN6lIL I•" - TYYR.F�CLG J 5I03 w I ENTRY Blmi '-�'4_ GARAGE �T.ZR Ft FI t FLR A70! A742 TYR EXTERIOR NANORAIL---� - _ - WALL ASSEMBLY ( , E61 EG21 EQ E - -- -- - - - - d'-2�✓' -- - -- - - - - T. ENTRY+' 5I08 BI09 t R C 4x4 TRIM W. CLO. T BEDROOM 1 BATH ,- r - WATERPROOFING _ �-- WATERPROGFMJIG - �FLLOOR - --- FOOTING L-4RAIN O,•�, - FOOTING DRAIN ■ - MMLY Aj.FIR m TEl.R`. NOTES TH16.$NET T.GRADE T.GRADE L ORf, MEOPENI?, L fuE6 OF EPU - - -- -I pF OPENING OLOT1IgU10E NOTED - MECH. VENT 50 CFM F, t. SEE SHEET 101 FOR TYF"GAL (WILL, --- D' TILE FACE 8NOI1�R rRRI�R (2)2X4 BLOGKM�s O , EE B /A301 FOR FLOOR AND R OOF Ar�1DIEb. U�ING3 BELOW EAGEM BCSECTION 'ADDITIONAL IhFOMUTION S ,O �RDz SECTION � QAIAFRMW" O 1 -- — 4. WE DE8IGN/DUILD ME-:CW FOR — 4' WOOD BASE ALLo 6 Li- r, a. SEE 'E'�SwEE78 FOF"2 DIActR TIC ICS - -- LK!•ITMCi 1 1P1OILER PLAN. 6. 6EE EXTERIOR ELEVATION Ik;EET A402 HEIGHT AnCIVE PL0010 ! ,S FOR UN14OW B:Yl_ C� no. C INT. ELEVATION C 2 BATH 109 1 4 –1'– 1 4 –1 '- A302 A302 A302 A302 1, MD IGATtEPi 2Xb bTlDb 24'X5' GONG. ` 'X'GYP.so 3@' 3' - SLID 3� --- - EA IDE 1 R 2�� _ --- - - D TO DF 1 3/4' 3 m -- _ THICK bOLlr� . 2.t 3-3 3-D 24 3'-3' D . - - S APPLY AOPWALT CA "tOOFMG f' �_ 1 ►'IEGOP MEk%0ED "IOEL-OW ti1MDE Iz-ArFwOrz APf'L.IUT!OMa AT ALL F'G6DATION W4.L8 W4CLC6M 4 ADD.BHELVEB TYP 4'• I/1Ir -- -- 110.. 0 GAS MOT YIATER HEI M Ib - -- MI4►TAJLLED t'�4ND>>s 1 HI! — --10'•5 Z'-5' ' n'-b .' YNTH ?O MMI DOOR 6068 6068 8068 WOOD OVEN - � SPACED '� •• G I • I ROD 1 . - - - - - WOOD DECK 3' 3'-4' 2'Jm' I SHELF c it - - a SHELF 2468 5 - - -_ 6 _ DW - -- - 4 DQ�0 I I I W. CLO. � '" �V"3, 't I 1 II r 1exa4' cRAUJL in LIVING/DINING Et �O 9 I BEDROOM 2 140II I 1 SPACE ACCF C31m5 •► -- RIF VERIFY ' B204 I = I I - _ M. BEDROOM Y ' - - FIREPLACE UNIT v I - � O � KITCHEN 1 � I 4X4 P09T ---_ KITCHEN �Q4 - - 4X4 POST D 1 � � I AIM 2u66 Bi0'i C1 - LINE OF VAULTED �! t N UNIT D L BATH ®1_6'D' 3 2 L f! 1 4 =1 –0112. CEILING ABOVE I 1 B-418 2868 cin UP f t 8� _ - a0 - _ r !ti IL - r GPT- WOOD ALL PLUMBING . � C2 ' t�� C 10 r 1 LS TO 13F 1 °' — Y / / } A 104 J - -- M. BATH * — f- b + y� 4 1/2-� ,� _ r ~ - 2x4 FURRED 9 O BIP�2 YERIF7 v �' r UP 9 WALL n 3'-1' ill B203 1*02 �I A - - - PORCH do _ VER( 30'X42" BATH L D a V-3' 4'-0' 3'-m' 8103 0 O o - 61 in ry E2 L- - 22x30 EN 10 MIRROR-- g ^► dp Kr ATTIC ACCESS ;a 246 Ax MIRROR. �� e . BI-FL r--I �-- -•-- -� 4'-m' _3' m" �- — (2)ADJ. `� It I I I A --E I S A R C H I T E C T S O - 4 WOOD BASE lio' --- 3-3 I/1 . -II I/2' 6HELVE5 n _ I ! L- _ .---J 7 ' 1I'-10' b'-I@' I'-�' l'-1' b'• ' 6'-8' - J '^ ------ -- —'- I A PROCESSIONAL CORPORATION ZX4 IRJRRED BRICK WALL 1022 SOL TNWEAT SALMON WIT!%SO LINE OF RIDGE PLANTER - -- ROD 1 -- \ b'R X 12'T CONC. PORTLAND, 011E60M A7206-2447 LOVA t --- ---,� BEAM ABOVE SEE 1-4114102 SHELF 22'x30' ATTIC STEP rft2l M Un est srSF FM ew 241 U14 ! E KITCHEN 2Q4 E2 BATH 2Q3 LOCATION VERIFY S e' 81@I ;o LOCATION - 518' TYF'f: 'X' --- 17'r=1---0---- GYP. Bc, or: 19@� X 1�4 m' INSULAFLOOR TE `''WAILS GARAGES IDE ►wo.�ec r OF LAUNDRYGE BI®) SELF CLOSMG a WITH 31/2' B O W E Iii SOUND BArTS GARAGE 4S MIN DOOR - - - - - -0 - = -- FIELDCREST --- - �► F � I � C O l.J R T LME OF FLOOR.ABOVEL- MIRROR - — T IGARD. OREGON _ b MOJBr I NO. , fR.s ND. A307.OWG F ;1 — - DA ra JAN'II;RY 31, 1 titin GUTTER ---� 1�--- - N1YVI! .s 'an ter 09*0 tr 1 5-1 F2 BATH 104 F3 SECOND FLOOR PLAN - - -- UNIT B F5 FIRST (FLOOR PLAN _ _UNIT B 17=1 0–c1 4 =1' ARIA •1473 S.F: p U N I T- El D FLOOR PLAN ,Iwmr na, A302 n1 J 19b-U 1 14 thrU U 122 13495 SW Summerwood Dr . 5 of 55 CC t 0 • � ,. ':t:,n+:.nts7al'+a,:..._.,xainwky,.,.. _._...:....,.w.wnr'9Mghy'� 1 .r :" "s' ►P "T - 1•,-terr«!.1-+1N1.I�?1,1TI>I I -- -! I."I � 1T!1!a1!I 1 1T IIT111►III IWIT111TI1111111111 LEGIBLE THAN THIS NOTATION, - -TF fIUS DOCUMRN9TF LESS X01L i -4 !1q IT I!II III I III�—I�I IS DUF. TO THE QUALITY OF _ Ne J°_ _&:_wN'�_' THh ORIGlNP.1. DOCUMFN'f. - --� LTS � 9F1111111 S1T �11 VIII I �IIII (III (III tlll (III IIII�IIIIIIIII�IIILIIII�ILIIIIII (III IIIi.IIIIIIIII�IIIIIIIII�IIIIIIU,I (III (III (IIIIIIIII II!I IIIIIIIIIIIIIII (III (III IIIIIIIII illllilll (III (III ull (III n1I 1111 nlf (III Inl 1111 Ilullllllllull f,..' a . ,., .. .... :,:.:.x..w! ,(.". .•....:,> .. .-,;c'brslN,'Y41YIhdiiCYi�Y1411ow.Litla�'tlGY•Yr:r.;�.r',de'.. ...r.L:Nv 1, t...:::[. ! .,.. .i. _ g .t 1 • - - °� ? Y.. k1t '�' " ter .>. � •; � r r' ddb.v,Lhh. f�i' It�•' � sl'r�t.. . 13 ''4)6E VENT--- D5 ` A303 AJ03 AAA " I°y 12 61m -�4 4L `. a --- --- — -- — 12 I� ---- TPLATL� 12 '41 12 1 D3 _ AM � G201 - — 14 LOFT L 12 4 i — I ` \ -- TY40 FLR/Gl-G 12 - -- - — - - - -- - - - - 5/8' TYPE GYP. - - - - - - — _— ASSEMBLY 1•; 'X' '1'T. PLATE - _ DU CEILING - - _-_------ T.FLR HANDRAIL I 6 -- B' TILE FACE --.. --- I - MI EiATH ' SURROUNDING FIREPLACE UNiT SIM - GI04 I �� G12�s C104 -- LIVING KING °1 KITG. N Llvl INiNG � TYP. EXTERIOR D1 I WALL A860'IB_ - 4' WOOD BASE A702 T YP. FL CA OR - -- ®!-�• 'n A66EM51 __ _ T.RR r T 1F@R- - -- - - - -- -- - - -O'-•J- "` B1 INT. ELEVATION AL �- lEA MECk T5 CPMBELOW ACW BEAM c � - ADJ. 6HELVE8 TYP - B3 SECTIONIF -- p D,�"''U °" B5 SECTION — 1 4 _1'_ 1 4 -- 5/6' TYPE 'X' GYP.W. \ - I .- _ -- Fa _ - - rYP. ooF A66EMDLY t3 1�QT.�S _TNI I \ , . .�- , , _ A303 L ALL D01EN5ION6 TO FACE OF 611V ® - COOK70P _ -- � -- 3D'-m' �� OPENRdG UNLEbb OTHERWl6E ° Q 1. SEE 6NEET 101 POR T-TPIGAL WALL, FLOOR AND R04OF A 60.110LIE6. ® DW ,�� REF 6 �� _ � _, � _ 1 8EE STq}CTUi?AL pRNiJbYi6 FOR ALL FOUNDATION AND Fli'AMMCa NFO. 3 C YERIFf A RIF - -_ ----- ALL HVAC 4 PLUM b4 "OFe,%TIOK pprrEE - - 4. SEE rM6Id#Q5U1LL htECH FOR • 5/8" TYPE 'X'GYP.DD. SEE 'E' B4EFT6 FOR DIAG1lAHATIC - Glue S L10WIMS A POWER PLAN. x�. SEE EXTERIOR ELEVATm 6wEET AMn C 1 KITCHEN 102 C.4 CHIMNEY _TAIL ® ROOF y =1'-d 3 4 =1'-0'� COURTYARD FOR WINDOW blzEb AND RD. 1/ 4 �- FENCE - SEE I b HEKsHT AEOV£ FLOOR: BUILDING PLANS SLOPE SLOPE _ -�� _�� FOR LOCATIONS 1'-b 1'-4' 2--5- 1. x IrpIG.4TES 1Xb STUDS I a G1m1 7 ;'G1T.BO. < F LME OF R-11 IP IVAULTED /4' CEILIN 3 51/7' COW-- Y 41 IF GAb NOT WATER 1�►TER IS -I bmb8 bmb8 SLAB � 1 INSTALLED PRO'yIDE I F11C EW.I.OM� C I I UA10 MN.DOOR 3068 1 �p GUTTER L 2'-1' � II'-I1' _� - --- -- �► I DI-PLD- Fjl_FLD - ) T Y, -4' -b' 8'-b' 4'-b' c• I - -- - - 6 — u R, ,\-� , �— LINE FIREPLACE & WINDOW �o a l4 ADJ, VAULTED ' `1 SHELVES BATH - f 1 - a o - 36, , c2llzl CEILING LAYOUT IN UNIT (C2) '^ _ — _ b - �Rl I ;itkE SPS , -- - --- _-=--- 'r. Lc FT -4, 8,8 8 - e Y i - D FIREPLACE UNIT 1868 J ' - - - - --- :ir-L --- ---- -- _ '�� - _ A303 ;n , I 8,-01 _ �' - VERIFY 8"CUER - CI04 HW14. - DR1ENSION°, •f B1 L IVMG/DlNlrka 3 ' ' 1 D1 KITCHEN 102 — - — - - • c4 _ - - 0' Y. it668 1 4 - -0" 22'x3 \ DI-FLD _ ATTIC ACCE88 LINE OF VAULTED L J SEILING D) 4X4 POST - g - ® -- - (2)6'R X l UI2'T b 2'-8' �8' -5 I/1 ' ALL PLUMBING -- -- — --- -- -- -- - --- -` CDNG. STEP • r— r J4Y � LL6 70 DE '-4 1/2L 4'-I' _ W-3 1/2' -9 I/1' 11 _z- -- --'�--- 5A TN 2668 - - -- OVEN 3Q)6> 8 ESD'ON 5/13GARAGE SIDE 0� I - �kl-ELF C _ _ ' _ -- _ --_ -- _ _� - — WAL � ct:1L11VG ARCHITECTS MIRROR MIRROR ROD A SELF CL081NG� 644ELF i-" 45 MIN DOOR A PROFESSIONAL CORPORATION 1 I A 41 1022 SOUTHWrc*T SALL" *URE 260 ROD , --- _-- I I c-10.3 1'108 FZ � � A PMTLAND, OREGON *7206-2447 L" SHELF - ;p L- ENTRY KITCHEN Ct PAN Y "' - _ _ _ - __ -_ ._ I TF3A'1101�6011 QYt 6767 FAX SW 241>f p m � GI1?il- - - 1 `------- 0203I I I S 6 --- - --- - QEF - - d�dk'r_D_W I G,4R4G!E BEDROOM 2 i -- PRO-Or T - T -L l2: ADJ. 61.1EL'-,E8 I B O Y Y N E 1 BATH 105 E2 BATH 202 _ -- - -- � - - --- - d^ a'" ROWS of BHELVE6 ",` FIELDCREST 1 4 =1'- a PLANT -1 I GUTTER -/ V _ _ i 1 COURT - - -- _ - TIGARD, OREGON ADJ. SHELVES b'-5 I/1' 4'-1' 3'-5 1/2' ` ------ 14 _m' 21'•01- - -- -- 14'-0' -- Pmx/ECT a 94081 OArE maa ' JANl1ARYD3O 1996 M � wn a W � D ve . ! orr•aw�To,,, A6-13-96 b — -4 F.3 SECOND F2 GARAGE 101 _ ND FLOOR PLAN UNIT C F5 FIRST FLOOR PLAN UNIT C 1/47=1'-Cr� 1/47=1' 1/47 =1� Ate► • 1310 S.F. • -q"wr TILE . UNIT--C 1 FLOOR PLAN _ A 3 0 3 •►Kf T NG. • 1 ' MS 190-0114 thru 11111 13495 SW Summerwood br 6 of 55 V .._._ ... ..-..._.._..I......... ,.,».^...Y,.....,.,,I.,.,.......a.....W:.......::,. n.r+wr• 1F THIS DOCUMENT 1S LFgg .t..rr,m7rfN•^0.,yµ.w• +......,.,.....;.....;w•,.-...r...•a.a-.rrrAb.'•. Tt1TT r i III 1 illllji IIIIi I ilil�ji lull I QUALITY OF LFGIBIlilil� 11' IS DUF TO THF 1�111�111�tI111 VIII IIIII�IIt 1111111 IIIIIII Illli il�lilill VIII 1 111It�1 I�tlt 11T1tlt�t t�l t t IIIIIII 111 Ij,IIIIIIIII III I I LF THAN THIc PIOTATION, I I -- - - - I- 41 I-- L -I- � -=-I L._.._.I_�I-� I L._' I- v�.__ �-- -I- _�-- I O� / �gc�s a / 7 F. Node �j•-^r.S-^^ THF: ORIGINP.I. 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SHELVES TYP 3�'-3' -- 12'-81/2' i 14 I' _ 12'-6 1/1' __ 12'-3' 15'-m' - L ��-m' - NQT�S TNI SNEET L ALL O MENSIONO TO FACE OF STUD d m . B • 4'-m' 5'-6' 3'-2 1/Z' 1'-2 1/2' S'-3' b'-9' S'-lo'-- 6'-m' 3' 0' b'-0' b'-9' S'-3' OR(E OF OPENING UNLESS OT�IERWISE - 2. SM &4EF-T 101 FOR TYMCAL FLOOR AND MCC1F ASSEMBLIES, L. • ♦ DW • • • in LME 3. 6TFiliC1lJRAi_ DFJ1UJRdCs6 AU FOUNDATION AND MRAMNG *00. in _ 7 GUTTER a ( - YAIIJLLD -4 4ING . SEE C)EBiGN/DUILD MEG f FaR yF ALL HVAC 1 PLUMBING MFORMATIM 5 C l D en S. SEE 'E' SHEETS FOR DIA�C�RAi`9ATIC ' I ' LIGHTING 4 POUER PLAtiAI - !1 61 6• 8EE EXTERIOR ELEVATION 81'1EET A404 '1 . i C 1 KITCHEN 103 LIvIN�s A3a H�T��o� R.O. ` 4 =�•_ n l IREP�ACE UNIT ; 1. WDICATIE6 2X6 6TUDS L J `a — "Al b1T.W. I. ---------1-- - -- -- - - 4 R-21 M�SiJL So69 9 OPEN TO CRA4lUL 9PAC C b069 Q DOOI TO 3/4' ABOVE ACCESS VER COPIG. C --- SLAP LOGATI r KAS a IF GAO Id0'T LLtiATl9!t•E/tTER IS .n INVALLED PROVIDE I NIR 04CLOOLM! ' D201 I 4X4 P08T Wl1"of 20 MM.DOOR 6 -do LOFT 0 Di04 -�� N LINE OF VAULTED I DINING I BEDROOM 2 CEILING (2)ADJ.SHELVES 01 L d1 4X4 POST r 2 -8 D a — — — — HALL 11'-II IR' 3'-9' Z'-5' 9'-6' �, 4'-1 1/2' 3'-& 1/2' 41-11/21 C M. BEDROOM C I 3'-0 I/2' kL 04 2868 9 Dt4' WOOD BASE ♦ i1 3 _ g F 6068 n - b CA BI FLp BI-FLD ALL PLUMBING .n ♦ . . . 2 WALLS TO BE ---- - pl - DZ0 I rM= F1 a•! 2xb O O r� I 101 ' -` Oil M. BATH I I LAUND I 22'x30' 1in O O �j < ml BAT nIeoD Z36a C I I I - E \J - - D Dr D<&B I ( ATTIC ACCESS a? 3 I bXb F'09T Dl®3 ''1 SHELF B ® 0 - I ENTRY D1 KITCHEN 103 D2 KITCHEN 103 - C KITCHEN bXb POST C - L+�- ' dn 13 13 C rT__ ---- --- - 3 MSULATE FL F, -___1 GYP. BD.SOFFIT n'-5 1/2' 17' 3' 4--b 1/2' AND WALLS i. '� I aJI�IACE SELF CL081NCs - - - -- LAUNDRY !iI'1. -- WITH 3 I/2' " L-- 46 MIN.DOOR 1 ' IZ'-8 ITT 9'-6' -1114' S'-I �2' 1'-II'i4' S'-3 V!' SOUND B'�'n8 6 X I2'T Z' '-5 1/4 b'-3 3/4' y - --- STEP --- -- 1'-8 2'-4' 8'-4' MIRROR MIRROR - 6/9' 1 y m 'X' BYf''. BD. ON GARAGE 6'DE OF WALL6 4 CEILING —� PLANTER - ELIMINATE I� © IN SIDE ENTRY GARAGE GUTTER --- A304 _ UNITS INBCOT : T, . . . I o GARAGE 404 ARCHITECTS LINE OF ROOF IN 9 LINE OF END OF _ UNITS D-b 1 D-II UNITS D-b. 1 D-II ---- B OPPOSITE '° ' r------ — ————1 r- —•——— — --——� I A rROiEQ9iDNF; OOIIPONATgN I 1022 8MTMWE8T 1NLkM SUM nO El BATH 107 E2 BATH 203 Cl �"T ,", i 1/47 I 0 I I I I r I I I I I Poo-ocr 9016 I I 9�,b I L_- — — — — ——— B 'OW E N --------- FIELDCREST E' ADJ. SHELVES 2'-0' 8'-0' Z' 8'-0' 2'-0' i w COURT I r TIGARD, OREG04 I F q � MO./�CT M0. . o� ' FILE Wk A 304.0 y(i1 C DAM . �MPAW 1, 1 eee 5'-3' k4' F1 LAUNDRY 202 - 1�'- i — 21'-0' - • i GARAGE LAYOUT IN UNIT �D2) F3 SECOND FLOOR PLAN UNIT D 15 FIRST. FLOOR PLAN UNIT D �j��` _, � • 1400 LF. T D FLOOR PLAN .` µ. ',; lr Ste•. �,. ' ' :W.i: ,. , R -tf,. i. -�... 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Al ROOPLANS — BLDG. # 1 & #2 De e De ' 6 I A D I i DO D0 Bt � M10 O'Na' CONCDLAD e bl'-II' E DOO' DALGONY NOTE5 THIS SHEET 8 `? k L 01ER: PARTY ULCLL DIC PW 0 \ e eEcow LAYER jtYr.0V FIItlT CORER 5' e'x3' CRICBLAD I a \. 6'M'CN-CAOW LA ONC M WITBTNRI A-e Y I �R-b , _ P € I F, F- C1 In A1 I , I 5• f I �ns3' \ \ <A"41 0 IFF "" \ C 1 PROP. LINE LOCATION _� d AI — C4 � MIO I �• mcm I ARCH IT EC T9 br.m III Y I T 30' 3' 3D' 4' 30' 4' 30 4 r I sylle3' - -4' 4' , A PROFAYDNAL CO"ORATM e75' `Y lOt4 WUTXM9tT M1W11 MIRt RL BUILDING #1 1C _ � FOe roRTLA ,p1FG011 OYt06-]44)IIW O Mto I Tb810R,0AMIM FAYm HI AN . 1 +180 I A=5 f 1 bm 21 bo LI \ b7D' I \ C rno.Are, . 4 BOWEN � EOEo D' a \ ` FIELDCREST -J as fib° R COURT b4D' I6tD' Cs OI MIO M10 E1 FLOOR PLANS — BLDG. # 1 & 2 ° � f1 LIE OFtNITD-4 TIGARD, OREGON A_ E 1 71—e=v— IAa EO EO Q na Fe, o Y4061 Fu xv. N1 LEuy L�b41>' a. 10'-0' � on ri. IBSRW a. IoW BUILDING #2 Q MIO AZs (py Fce Mrmv� BUILDING # 1 ,w & #2 PLANS "`°w. A31 1 MJIYU-DI I9IAN OIL[ rAAFPA! . SW Smume IF THIS DOLUHFNT IS LESS TT11 —III IPI IIIrill 111 'i III III IIyI qI III I�T qt 11 tll I I Ilt l�t tli I}I�I yI III III roll III III I qI gl11�I I}h111 i�t t�tl{71{t� III III III III III qI yl11{I�I LFGIOLF TITAN THIS NOTATION, I4I I I ILI I I I J I I 4 I I I O I I D� 1VI I �]. I lLJ ///��, - 1 IT IF DUF TO THE QUALITY OF ,�.{/ /(]l l`�} a� / THF. ORIGINAL DOCUIFFT. — // qusI B F 6 8 6 B 6 I I B[ LI I I I I I l l I L 9 9 I I I IIII IIII�IIII�IIII�illl IIII IIII IIII�IIII IIII�IIII Illl�llll llll�lllt IIII�IIII pll�llll IIII�IIII IIII IIII Illl�illl IIII�IIII IIII IIII IIII IIII ml tllt ull Ilu�IHIIHI ull IIII uu Iln IIII IIII IIII Ilu uu uo lol THI ull IIII ull THI IIII IIII IIII IHl ull nn ul�uu30X * T 5 ly f r Db e ' De __ De • 8 � C 41 s De I De D8 >S D8 - D e DS '8 D8 --- mound D6 � I I Db i I I De � I e � I 8 I � mammww 6or cam" l� AlROOF PLANS — BLDG. 3 & 4 a � # � t'• , i loll-II' 6 3m'-4' 3D'-4' 3m'-4' 310'-�' 3ra'-4' 30'-3' _ 3m'-4' 90'-4' - 90'-4' — 3m'-4' 90'-3' Nous tHI$ SHEET000 ,. PL WAS FOAMYt I ENoR Q1ALL N . eECrxrD LAYER OF GYP.10, QTO R"T CA711104!! .6 I i e1FQe 3 {; 186 ' C 1 PROP. LINE LOCATION 2 �- T- • el 3 186 5 --- ��`_ I 40 FS p nrio I E3 �a13' �b I s, g M10 ImcmM10 CI G�" '� ,813' I HTly /� tp b'xb' taut. BLAB ► > ,Jr9�1400 EGL EGL A R C H I T E C T S ,_ , 15'X6' BALC-ONY 18b �b A PROFESSIONAL OORPORAT"ION R 8'X3' GONG. BLAB / I Aa F 1022 SOUTMMOT SALMON SUITV 360 log �a},}ibr 5' PORT4AN0,OREGON 97206-2447 11tA TEL&MM SO$222 SM FAX US 2411514 6 D1 182 182 >. c• _� 1823' 182 ® �I , I; tes A_1+2 L R rno..iee r . i 1 BUILDING #4 t 0 W E N LNE OF UNIT A-9 M10 lei _ J 1_81 �L L- FIELDCREST o Q COURT � ��166b' 18b5' � �r I II I I II I � fi� FOe — TIGARD, OREGON 0e0a2 S D2 r►>E ero. A311.dwg MIO oArE , FEOR1.lAl1'Y e.190e E'.JILDING 3 ft"oow` wn. oSrowr,lw. . ll a El FLOOR PLANS — BLDG. #3 & #4 ` �, J'. •�'1 Trfl.t r a BUILDING #3& PLAN A 31 M�ly�_U114th�U 13495 SW Summe loo •,�, I 22 9 of 55 Food Dr S M .��'. � �. �,..,�.� ..�.,,,ice ...l..;E.,...;. � ... _ ..w..,.. ...,a.-. ._-- .. �.. � _ ,.. ... •Mn�w.-..-w`r«:.,....tl}twmmilrntlNwM.ww. -..,..,._., �__—.. .. _. bill WM ............__._.�....._ �.._..__.— _..... _ _.__._. ., ... .. ..- ...._._._ _ ..� _ .. � l Irllll -I � Illtlillll�( IIIIIIIIIITIIIIIIIIIIIItlllllllllllll 11111111111111111111 ! Illllllllllllll 1 c IF THIS DOCUMENT IS LESS T I I I I I I I I I 11 1 1 1 1 1 1 1 1 1 1 1 LEGIBLE THAN THIS. NOTATION, -- - ---11--- ''J -. .. 41 - - L-- �- - _�_.—.-1 ----L_�_ f-( �Q IT IS DUE TO THE QUALITY OF _ _ NO�° E' "� /�9"w ' -I � '/ THE ORIGINAL DOCUMENT. T_-. T �E 8L 8Z LZ 11L L 6L 6� ti3 O�ZLLr9 �9 - 1 � L Ton,ln il�lllllllll IIIIIIIII IiI, I,l�llll IIII�IIII Illl�lllllllll�lllllllll�lllllllll�illi iul�itii nil IIII �IIIIIIIIIIIII�!IIIII►Il�llll il�iilll�lii Inll�lu iil�l�l�l�nnllnl�ll�llllu�nll lin nn CIS f, D 06 D8 .. ! I Da _I I Da 08 I 08 IDS I I I Ll i k I I t DS D8 u`FFFr I I I _ De rJ I i Ll Da I I I I Da I I 06I I D6 ! L DS J 19 I s I D6 D8 F- - -- I I I I I Db D6JL 1-1 a Da Da D6 re I I D6 D8 R D 08 D8 Pa 8 D D9 D8 8 �, — D6 _ - -- I . D9 Da Da D L g Da DA r D Da D6 D8 D DS DS b -- D9 6 : 1� "� D9 D6 6 ° C 1 ROOF PLANS -- BLDG #5 & #6 1116r=119 cr , a3 M1, 10 ss I ' � Foy L_J • a �1 184b' r r FOB NOTES THIS , jEf T 1. 0444 PARTY IW>,LL sEGQMl6 "®4 6NGL.E EXTERIOR WALL EXTEND � ------ ,�.� To FMM.►t CoIa�ER. an.�'�• C 1 PROP. LINE LOCATION 1855' 4. T91 .� , 1 ; 3�6' M� 411 ' .1849' I F 845 Fob C r 4Cl CI ' L 186 B' �_ --- I 186 b' __1 �Z r° II � a - RCHITECTS :R2'-m' _ 185b' 411 — 1 A PROFESSIONAL GOPWORATK*4 _ 1022 OWTHMST *ALLb1! ORE 060 F- 1 PORTLAND,0ASS d 9720R-4447 U" — I 1859' ___I A T9.!WMM 5W 222 acv FAX 609 241 1614 Fos — 91h1 --- F09 --- - Jeb9 b L- = — I _ _ I-- M - I-- C3 1 _ BOWEN . .1865' I BUILDING #5 Mt, -_ "..I� �e65 I-— A4„ BUILDING #s _ i965' 41 � FIELDCREST L _ COURT sib, _ 1819' L— L _ _1 1815' DM5 _. _ TIGARD. OREGON � FOS 814 ..1865 ._ E�i'�'b PRO-OCT NA 94C=2 _ i1 Fa Ha ' wq n on re ' P"RUAa. I Ms !!1 C-4 815' 6G' WICA4 ARD - 1819 b' NIGH ' A313.dRY E 8,-0, �4� FENCE . ro - s°sertir+ow 1 - -- - PWVNw1 F"ISO 8-13-040 39'-4' '3�-- - - - ��-4� 38'-4' _ 39_4. re►ts BUILDING #5 & •#6 PLANS 96-()j E 1 FLOOR PLANS BLD C5 & #6 141hruUll2 -- - -- - ---P 10 �., . 13495 SW SuMmerwood br � A 3 1 3 of SS r ._...+d.�+w•- ,....n.a+++..+Yr�r.a sew.w....r.. ...cr^nG• - - ....,....,..... .... .,r a *"'•�1 .•MAM aM�_ ro,+.•.�•.�•ssiow.. .u..« t3 ..... .�..,. ... !P'A. �•••...- ,1.roMVv r•.h.. u .TMN'-:!'*>TR.':. 'MM41�M/M1 .1 - ... .p.- .._. .., -.. Y •' 'i • 1 �•, (( ( 1 .. vn•W++!ul.e«:+w.w.,....v-_..:._ _ __ . .}.'; . , iV�.,i!^ .i �� P'e�� '� ;Yj, .' IF THTr LFGIBLF THANMTHTSTNOTACTON, �1r111r1rlllli IIIIIIIIIII�IG1111I111�111�1111-IIIIIII��r�llllr17l1(II15�TII�Ti1�11111611IIIIIIIIIIII� IIIIIILII11,�1�1�1�1Tl��ll11111�� III�IIII111�1 IIIIIIIIIII�� . •.. ► IT IS DUI f0 THF QUALITY OF I Nose THE ORIGINAL DOCUMENT. �L 8 S LTE I+�L 1��L �G I L�G + IIL O�L 81i B11 Lr ( i 14�i I t i 1 S� III II IIII IIIIII!I IIII till IIIII III' IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIII IIII IJII IIII II.I IIIIItJIII :r!'•« `� i'4 ! »" { `".' t � _� >i, - ,�,- ,'!', ... r .:'.�1• t4 ,1 •��.t' ".i:• ,1e T { �'��I. , �:.✓p••, M .. 1 ' !� s' •!: , ,,. - `1f �r '�• r :u. $• •> r.: _... M r.� �' r�' -.1 9s,;'" A 'M: S 'y R .� , \ S �' •.,``'�' , .. .. - ,. ., - , - r.. .. 'T : it, .1 'I I� '.�',-, t.��., .i� � r qjl yl ;.R.G •Jr y� �1 "-1,��w"gi, 4� r_s - t., ,$ 'a ,'s !�; r''17.. .•f z h, � ,py+. •fl ..'21'x'_ '4.. ',�` ..+ 't'Y��> r .�_ :- f • - tM t / !' , t 1.�I:n 9..jS f !!''� * .l i 1, v R �'.' �+'T �l' 4 .t +.�' A y, f" , r ta,.�L.i. 4 •IY. * iy>'•. rs_ k �:moi f'�.. '.k:rt. .U'..<r..k y}n, �' - V, '-� '•1` .1 \: r �h.:l � r ' - A, - '� !.� 'q 'I�. �. `'�`-. ; P ,...� .. .* V: . >I""(S�?fi. '.,' •R Y,tr'',�r �. �! ^�+�,'R('2`N Y t t ,��'y - + I f �5�,-.L -'ttr V '1 L {.• 4:ti� �{.4 i�1TL.,i er ',� �:,e: y . . -: '1 , TI-I<'� �.� >�, `�'� •r 'Sh.'. �yj,{� >" �^•1' .std t'�',i ,y" r., fr. x.+p '� •:..yY t•1r`r' f l� •A: 3 `v - •k 1) ° .. {, ',�J .LST 5 /;f ' L \ J. +I- I - aV' y,. 'i • •t if '1''44•`+vY .. _ t,tt t ..� ! `I. ., *� 4 .�4• 'V 'rt yxr, � \V i" d 5•'r , �✓:•�/.2� ~ .0-3. r ti TY F' tii%; ,'" a :s •�� T 1h ,y`+I T;. ,Irlx .�, r L.'�.yr If 16 ,re- , .1 r r — - -- m GUTTER ., GUTTER Ixe — 2 x 6 GUT TER GUTTER R I GUTTER-- I ___ _ _- - --__ ..__-.-._...-_--__ -� DUlLNBf°OIJ - -- _._ 2 _-._-_-`- � b �r• � � � � 'f ' < I --_—. —..�•.-� _ _._. - —� — T.FLR - _ ,...' +' ,,! ' I4 _' _ - - _ - -- -- n T _+T.FLR 0 E-TITRI T.FLR •GARACaE — .. -- _*T.FLR FOI!ADDITIONAL INFO. 33 LEFT SIDE ELEVATION B5 FRONT ELEVATION SEE 1531AAOI I 4 =1'- ".oi- ? . ' Y.4 r. y lt f Jb -_- - - -- _ GUTTER �--GUTTER DOWOP uT '� - - ----- --- -- s► 2 m — 26 m 6"a 2 m 2 am TG_ _ _ +T.FLR 16 n - — _ - — -- -- - - _ 4- 2-Y/4-' ao 8Q�68 6968 T.FLFt w CaARAGE SSIONAL — -- - G - -- l�f7lEi "em MU010"Po 1022 lKm 9!W — � a PORTLAND, OREGON 97206-2447 USA T-- -- -- FLR ----- ` -- - ---- - - — — TN3EPH"fiat X"VW FAX SON 241 014 - — — — _ � L12�. -m'-9' UJINDOW� ON THIS ELEVATION T 9L AB Dt -.._-----_---_--. - -- ._-_ -_--_ - _� OCCUR ON UNITS A-5, A-5 1 --- - FOUNDATION FENT : A-13 ONLY. w p,l.Cr i FOR ADDITIONAL INFO FOR ADDITIONAL INFO. E3 RIGHT SIDE ELEVATION S e��A4ml E5 REAR ELEVATION SEE 53'."m' B W E PJ 1/47=1'-0 14 =�'-0�— [/FIELDCREST �_I E L D C R E SJ COURT ti 4 S TIGARD. OREGON r , 04oex F UA YBD. s SWV ISAD" 1 A IT , lif9Cl i'mN r f, d d I 'ft, nrlfFt rrrte 1 T{•, ��',��r A ' .,� UNIT A ELEVATIi i an 1•�I4 - ' ° , .. — ':w,__. .. Ye... ..w.... :r. .. ... '>.. .- -._. 4. a ...... f-..S..,.� .'4t .� ..y-^ 1 "1+1. !f�w, •.,�. .w- \ yr �I�P� A Ih ��. I _.. 13495 S Wm SuU 11 r \ 12 0'5S me wood I)r it e '.' -- .• �'` �4 4 �1 t. 1 ', Y t'`.1- L A .�`1 ... 5,� \" •iG' ... • «. � - � •' I • �.+ �. Y _ , 4, — '• - :J,.,,`.,r.,.,,..,,,..., >.,.,.,.t .,.:...-- . .....�._y.-__..•'.� _..�.:.��.�►�:s�r,�J� ar�IS tl1'.;i��sti:.._.��_.�'. s.:��:: f�._..A.._..--_- `�� ' '�`"• •i�� _.._�: ., . . IF THIS DOCUMFNT 1,FSS III 111 III 111 III Ili I I III III III I I III III Ill IIT 111 I I III I�I Ill III III III I I III III III I I III lll'Ill 1 1111 111 111 III III III lllll ITHAN THIS NOTATION, No 0eIT IS DUE TO THEQUALITY OF III III III I I 7L49"T THE ORIGINAL DOCUMENT, - ---------- �IIII IIIIIIIII IIII�IIII IIIIIIIII IIII�III IIII1 11111111 IIII�II F_.T8 lll�llll IIII�IIII IIII�illl IIIIIIIII II III�IIIi tIII�IIII III��I�� tii��iiiinn�iiilllllllIII I 1111111 iii ulll ._. �,1-..•� � � � t, . �. . .�, c • � � 6 - ..� .#/, - 'i. F '1: 1 } - r.' %�i. y�• r'�: , y' .0 �n r. i"�."..rf6 s. , , ., � ? + _ ... •` . � 4i•�"'fir #% -a �'�;� `1 De .. t. - --- -- 2 X - /-- - - - GUTTER IX0 — -- 2 2X4 / itim / r TM,P ---_ _ _ GUTTEF2 -� D4 ---- - - — 'C / 2 X 6 - CiUTTER 2 2 - _.. - - -- 2 X 4 - - q DOWNSPOUT MT - P- j-GUTTER---- �? IHI- • _ ._- _ —ate �'_' __+14 T. FLR 2 X 4 F _-- . --- --- - ----- VIA F I ---- ------ -- — -.- —Y _ �9-_P - I - — - -------_—_ --- b '1 T.FLR - --- --- --- -- z ILL -- - _- - - `t'T. FLR ENTRY H y T.FLR GARAGE FS � I I ' ---- --- - — -- -m' - — —_-- __— --_— _—__ —_.— '• • . � a he IT.FLR . .t FOR ADDITIONAL INFO. > SEE I DIA402 '• B3 LEFT SIDE ELEVATION B FRONT ELEVATION ' � T ■'ter • n � R� �. • A,l r,T''h,4•�a� •ILS t, rs ti o ,v F M }ti} i. oil 4 - - ----GUTTER GUTTERF---- _- GUTTER / _ _ ;4'-d�'a� - a - — -- ------- -�T.FLR 2626506068 26 0 1 0 - -- _— ErG -- w — fliff I/.' ^ PROFESSIONAL CORPOA/bTON T. --- - -- - - - _ - p 1022 EM11H1MI�AT iAL1N 11Us1E 960 PMTLAND,9N86ON 'W2M-li4►U" ! --------_-- -- _ -- T WNW NO 21!WW FAX M 2411514 ! T.FLR • ENTRY --._ _.-_ _- -- • B®f•B 6mbrD � N►o.tecr , _ - --___- - T.FLP_ GARAGE B 0 W E ! V -- ----- --- -- -f---- ,p - -— — — --- F" I E L D C R E S T�' 7.FLR COURT T, SLAD FOUNDATION VENT TIGARD. OREGON }� FOR ADDITIONAL INFO. FOR E3 RIGHT SIDE ELEVATION SEE 53/A402 E5 REAR ELEVATION SEE AC/DITIONAL INFO. SEE 53/A402 rwo.lEt r Nu ♦p40111 „': A402.dtlrq IRA re • Fly. 04. 4�l1f 3 REvk aws 12A TV r pQlCNsrgM.. a SN"T 141.6 b a UNIT -B ELEVAT I'�C'ION S11 =; x # - - t /lr ,y _e. .., :_ .a.,.. .G4.4s_ _..q:.> >. _a1w+;i.2 .. T• .'� t MIS 196-0 . _. - .- .. .�..•._ ._ r.. —._. . ...,. ., w.v,,.-'�" e !` +' }�, y• s• moi' "�i�14. sc1+i: ..b+ t. s. < c tA4. xa ^moi 114 lhru 11 12', ,:w... �. .,. I3495 SW St1mmerwood hr ~' ~ t �t, '% k' •,'. a ., � :, ' •}'` r.. •', 'osc'?';:1t ,,.�+.- i* -•� : - _. .'r: �t ti"° " �' ;e' ;�'.�.�r'r jE' ,' �ti�[% ^r�F « . . ,`1. Irirl ILII ! IIIIIIII'IIII � ii111111117111tlltlllllllllllllllllllllttl11111 �ltttittllllllllllllllll 1 IF THIS DOCUMFNT IS LFcc ( 1 I I I I I I I I l ( l I I I I I I I I I I l l i l I I I I I I I IIIILEGIBLE 'THAN THIS NOTATION, - 1 J41 �I IJill I SI �I I ---- J IT IF DUE TO THE QUALITY OF' - rm•w 0'-r_.zr_-'- Al THE ORIGINAL DOCUMENT'. �� IIIIIII�III IIIIIIIII IIli�llll IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIII III IIIIIIIII IIIIIIIII IIIIIIIII IIli�llll Illl�lilel IIII�IIILI IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIII�IIII IIIIIIIII Isllllilll Inllllllll IIIIIIIII Islll�llll 1611IIIIII III�I 1 � v 1 b OPEN END • -----------___ _-_-____ OPEN LEND w GUTTER GUTTER W - �__�:_ - _ —_ _s _ =sts�r•�—'-- acs•—�s�c_ 4 Lj ell �iUtTI�R GUTTER-—- _ — —T GUTTER — D011�01JT DOlW3FOUT- — "— DOUIN&POUi ----- ___— r- Tcs r. _ I V-0, —— -- —– --- — _ T. F R w ENTRY FOUNDAtION VENT T.FLR. w GARAGE FOUNDATION vkT1T- ' 4 . a • FOR ADDITION& INFO. FOR ADDITIONAL INFO. SEE D2/A403 SEF 12/1403 B2 LEFT SIDE ELEVATION (C1 ) UNITS C4C-6_C-6. C-C1C-10- C-12 4 C-13 B5 LEFT SIDE ELEVATION (C2) UNIT5C-2C-3. C-4-C-5.0 1.C-11.Q-K.C-15-G-Ib IC-11 =1'— J j • GUTTER GUTTER GUTTER T A a — — ® -- Z 2 50 2X4 DOU6NSFOUr- -' 2 - — ---- - ,',�, `1 ` L � p ( -- ----- � �, rte•, vim y, 81M. TYF. — -- - - --- ------�- - ---- - ---.— GUTTER - - - --- - TT FLR --- _ - --..— - - 5 DOUNSPOUT- -- ---- a � - ------ --- -- pOlWgl•dl,iT , tAlm ;p iU Vj - —.-_— LL= . . . t -YT T.FLR wENTRY - T.FLR • GARAGE `- - _ ,.�,•, � ;. CT F3 �y UJINDOWS ON THIS ELEVATION r, OCCUR ON UNITS C-1,C-5, C-1 AND C-11. a i''-� u• O FOR ADDITIONAL INFO. :� ,•'"'` ' SEE D2/A40.3 ` D2 FRONT ELEVATION D5 RIGHT SIDE ELEVATION a 13 oe os a .. n GUTTER - GUTTER GUTTER -� /-- GUTTER DOUNSPOU7 �� -- ----�� - DOU14SPOUT 9 _ --- -- � - ---- - - --- � - -- ARCHITECTS GUTTER - - GUTTER D4 GUTTER ----- -- � -- - -- GUTTER b4 ILI A PADi-C9910!14AL COAIPOAAT'XON T �vl.. __ 1024 80UrHMm4T SALMON SOME SBO PORTLAND,oPA"p:: .71M-2.x47 LWA Ta-g" R SW 222%,?V FAX 110 24f iB14 GUTTER - -- GUTTER DOUNSFOUT 1.�,�1 PMJJEC r 80b8 Y.476B eD -- 6068 6068 --- —-_ TG TG - FIFLDCRrEST'. COURT A T,FLR w IENTRY - --- ~mob' FRU" T. GRADE b' FROM T.GRAD a•.- O' TO SIDING TO SIDING iI Dl TIGARD, OREGON =r FOR ADDITIONAL INFO. 0 ADDITIONAL INFO. WE D2/A403 9EE D2/A403 it y� F2 REAR ELEVATION (Cl ) UNITS C-I,C-b, C-03,C-9, C-10, C-12 4 C-13 F5 REAR ELEVATION C2 UNITS C-2, C-3, C-4,C-5, C-1, C-II,C-14, C•-19, G-Ib I C-11 Pm0"'p9r 9+cwa - MFVMgN� DATIi a brt7UOP•- d I 1. 'VEE UNIT C r y ELEVATION tit S - ,�E11. """6-01114 „. ""95 SW Sum vclod fh �� 1 ,w '-c +_' 4�' •R•�y, 4r+ IF THIS DOCUMENT is LESS (1f 111 III III III III I III III III I I III III Ijr r�� 111 IIT III I I III III III III III III III I I III III III 111'11 1�1 I�1 1 1 1�T 1�1 1�1Ii0lI11L I � 1 LEGIBLE THAN THIS NOTATION, I _ I - L-_- —_I I -__-_ -- -- N��e DIS d �Y IT IS DUE TO THE QUALITY OF �- F/"l9 �,fir•-• THE ORIGINAL DOCUMENT. — $ 11511-1-- B�LiiZ91(Z ��iZ ��1 9T QT T $t Gi �T� �� 19 9 b S Z tIIII IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII�IIII IIII IIII IIIIIIIII Illl�iillllllllllllllllllllllllll�lllllllli�lllllllli�lllllllllllll�llllllllllllll IIIIIIIII IIII�IIII Illllllll 1111 IU11111i�nn n11 nulull�lnl nu�un !!111!11 tllllWll k GUTTER - — B/A' PLTUOD IOC3 — LITTER 7 x D DOUNMCII - a x t - a x Im e -- . IxTTP. DGIl1bPow i ax ®r>01UNSPOUT q b 7 6 D = R GUTTER J 3 % 0 _ I x 0 1 x D __ - pOUlI6FKLi' � .a, a PrR — gg 2x & - - rY rT PF�L g q a ` — i 2t5c ib r - —� - AL -- T.FLR'R ENTRY T.FLR •GARAGE i' FOR ADDtIONAL INFO. BEE MIAlma B2 FRONT ELEVATION (D1 ) UNITS D-7 D-5 D-0 D O -9 . D-Im FRONT (D2) UNTM I 3 rc6D- D_ D-6 n D-T.D- I Dn o a I � P G DOUNBPOUT 1 DOUN9P'OUT - DOUNBPO/1T LINE AT END OF GARAGE AND GARAGE DOOR IN a (� WIT D-6 1 D-IL— Qam+m GUTTER i 2~ - GUTTER .. GUTTER- £ �T,FLR F - - a R �.I io LJ T.RR R ENIRT �I T.R.R.R GARAGE tlb DOWBPOUT .. FOR ADDTIONAL I FOR ADDTIONPL INFO. ° BEE M/ATma SEE C6/Alma D2 RIGHT SIDE ELEVATION (D1 ) WIT9D-2,D-6.D-BD-91D-Im D5 RIGHT SIDE ELEVATION (D2) UNITS D-LD-3.D-♦.D-bD-1I IIID-Ia — t =t•- 22 q p , A R C H I T E C T S t Ya A vnoneeenNwU ronnonwrr»i �i iox: Rwrxx,ar eiuw,I wrtr aro I GUTTER -GUTTER imslRr=WW p"w"I" 1 N - CUTTER �. a LI UNIT D-11.END OF GARAGE GUTTER D -- DOIWBPOUT - BOWEN Mum[ 2 FIELDCREST 4 COURT f DOYNBPOUT + I I ,,-pr• FLR - a` `F 26 — - TIGARD, OREGON d - C n ip F D TO o 4 TG b a — 7' T.FLS ENI fTF4 o T.FLR GARAGE D1 FLrBDAiION 70 A F. ELEVATIT IONS , , L 1. FOR AD®ticslAl. IMO. F2 LEFT SIDE ELEVATION D�°B""' ; F5 REAR ELEVATION BEEEB'ama s 11H, 11 ', • _ IYDr, s ..✓ ti,:`.: '- .. . -. � . � O:.` 'ys o. -"_..�, s...°/ ��'�,yG .. ! S.a��x. ' 9,-'It• "O3': a91,'';,`..,"!w{ 1F TfI1F DOCUMENT IS LFSc 11 Ir li III III III III II��III III III II1 I�1 III II'I III I III Ip Ip I i`iijli ILII III IIyI yI III III I nlll t�1 III 1 1tITt'T 11T t1}�r IIS Ij1 i�i 141 ilf Ijl ili I I LP.GIBLF. THAN THIS NOTATION, I �II I 13+I I I I I �I I I I I I �I •I �v) I I �yl I I ��I / IT Is DUE TO THE QUALITY UP e^M a`„QNB'„' fK�gusf as 99q THE ORIGINAL DOCUMENT. B t 6 B 6 [ 1 BL LI 1 9l I I [ S I L 9 b l I pe �IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIPI IIIIIIIII IIII�IIII IIIIIIIII IIII�IIIIIIII�IIII IIIIIIIII IIII�IIII Ilhllnl ullll111IIIIIIIII IIIIIIIII IIIIINII30X - � ,. ..i. ,..• ., ., . ;• tet- .r 4 < ♦ •. , - 1 l r 6 A Al BUILDING 1 WEST ELE`:ATION A2 BUILDING # 1 SOUTH ELEVATION A3 BUILDING # 1 EAST ELEVATION j 1 16 =1 '-0' 1116 =1'-0 1 1 =1'-0 4 e ti W WO WQ T Dt 1 O V d t ♦ �.y � Q Z O - Z2 w6 2 ti B1 BUILDING # 1 NORTH ELEVATION ~ 1/16"=V-0" A r� Li tun O Q l \ M ® ® U 4�y u Q O r y A C1 BUILDING 2 WEST ELEVATION C2 BUILDING 2 SOUTH ELEVATION C3 BUILDING #2 EAST ELEVATION C4 BUILDING 2 NORTH ELEVATION 1/1fi'-0'' 1 1 =1'— Y Ti Q t a s • • I 6 3 BUILDING 3 EAST ELEVATION D4 BUI"LDING 3 NORTH ELEVATION � D1 BUILDING 3 WEST ELEVATION D2 BUILDING #3 SOUTH ELEVATION D �.` 1/16"=1 '--0" /11 6=1'-� 1/16"=l'—Cr �-��`r ARCHITECTS � X A PROFE9910NAL. CORPORATION 1022 WUTHWE6T 9ALWA 9UME 860 PORTLAND, OREGON 97WS-2447 USA TFLEPRONE SM 222 5787 FAX UM 2411614 � r PROJE12T - - '�/�� _ -- BOWEN \ ,/ - - ---- - - --- - - FIELDCREST COURT z � , • TIGARD, OREGON moo-j— NO 04082 n El BUILDING #4 WEST ELEVATION E2 BUILDING #4 SOUTH ELEVATION E3 BUILDING #4 EAST ELEVATION E4 BUILDING 4 NORTH ELEVATION 0"rF FWRLkjt a 1 16 --1 0 p� P TE rasRwle�r e, tNe -- 1 1 1 N i RF V19 K1NS OA TE i f}FfpN�T1017 . 4} ;6 C U 5f4E 1 'ITLF -ABUILDING 1 % ELEVATIONS ,. d A41 0 -:1--l- I'll. ... , -ull41hrUM22 i � h" M ^An10! ...r d 1MNM 13495 SW Summerwood Dr �_ . ,.. :�..•. _ _ �. . 16 oI.55 _ OF e ., - �. .. �". , '...� .... A+..•L NY.3PN • I .� 1,,,,• "l _'.�.... '� Y 11 S kk. '1 y+�}" ilk IF T141S DOGUMFNT IF LFFF irT�llf lllllll IIIIIII IIIA I IIIIIII illll IIIIIIIII 11T�117 Ilrllll VIII�I�IIIIIII IIIIIII IIIIIII VIII�JIIIIIIIII IIIIIII IIIIII' VIII 1 1�TI111 111 1 1 IIIIIII III III IIIIIII IIII I LEGIBLF THAN THIS NOTATION, IT IS DUF TO THF QUALITY OF IIII IIII�IIII LIIII�IIBI---I�� ILIIII II,LII CIIIIIII9II LIIIIIII�II LIIII�II1I�I LIII'tII IIII Ililllllllllll IIII IIII IIIII IIIII I II IIIII IIII III11 IIII 1II0IlI IIII II�II I_III I IIIIII II\IIIIIII II�1___ �`1�__ No�3I 6 S&5n. a 01 TNF ORIGINAL DOCUMENT. 9T T II1i is1_TIIIlllI9L IIIIIII�III1III6�IIIIIIIItII1II8III8TII�II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIWII - - ,1 f (. ,, +' '�'�•,, Jr. rt' i ,B. "{'M 4� r. A. •fit• '¢,,y " *^.�x Y 00 ms it - ---- - - ' --�---- Ell a m ® ® ® �t w A 4. A 1 BUILDING #5 EAST ELEVATION A2 _BUILDING #5 NORTH ELEVATION _ A3_ BUILDING #5 WEST !NTERNAL ELEVATION A4 BUILDING #5 NORTH INTERNAL ELEVATtQN , 1 1 =1' 1 1 =1'-0"— i LEW . n , t � i i 6 t Bl BUILDING #5 EAST INTERNAL ELEVATION _82 BLDG. #5 NORTH ELEV. B3 BUILDING #5 WEST ELEVATION B4 BUILDING #5 SOUTH ELEVATION 1 T?=1'— — 1 1 ir I 1—cr I/If 1-0�— I i 1 Ito] ® Lima r4. C 1 BUILDING #6 EAST ELEVATION C2 BUILDING #6 NORTH ELEVATION C3 BUILDING #6 WEST ELEVATION C-4 BUILDING #6 SOUTH ELEVATION At Ifl' -- ® El J D 1 BUILDING #7 EAST ELEVATION DZ BUILDING #7 NORTH ELEVATION D3 BUILDING #7 WEST ELEVATION 1/160 1 1—cr 17-1?'-=, 0 R C 1.1 1 T E C T S � a t fi r P'A0PF98IONAI_ CORPORATIDN 1022 AOUTNVAES'T SALMON SIXTH no PORTLAND, OIISGBN I172M-2444'USA -�, TRLIMM 3412n WV FAX 50 241=4 ® Poo-or r El Ill M__m80WEt4 :2 COURT 1 I 7 SOUTH ELEVATION � E 1 BUILDING �/. 0 .. V T1CA12[3. OREGON r PAWPrT NA. 94CM j F"NO I r .. V; ONVOT rrrLE _h'•.J. BUILDING 45 00174;` 1A54 ELE`i'.ATiONS i �•#` �r t -^ � I ,INh•IIIiIIhiuUl_. T ., .... .��' �'" a' �y. 1.145 SW Summerwood UrOF rt t .0. t ,. IF THIS DOCUMFNP IF L.FgS 1 1 1 I I 1 I I I I I I I III III III I III II1 .11 III III III ILL 411 tji it I I III III IIIALI III III III III_I III IlIII�I Ill 111 111 f�IIIII III III 1111111 Ili III VIII I j .jil 11.. I I I�� I—� � � �� I 15 TLO I I 181 I_I l101 LEGIBLE THAN THIS NOTATION, I _ J► 11' IS DUF TO THF QUALITY OF N0'3° 1A' � "• r ♦.r THF ORIGINAL. DOCUMFNT• � r � VIII IIII�IIII IIII�IIIIIIIII�IIIffillillill IIII IIII�IIII Illlfllil IIII�IIIIIIIII�IIII IIII�IIII Illl�iill IIII�IIII IIII�IIII IIII�IIII illl�illl ilU�lui illlllllsl ill 11111 11111ll�nlllilllllll lull Illi�iull1Llu�illllhin�i n�nn�n�nu I�in�Hlllcn�nliFli, luu I� r ,K ..Ir ��. ..k.'7'7e� �1 +"�;7"'��".�.uP '^Ia•��?.."�' . ,^^ire .;^N�.•a.r�pa:��'T..G�". �j( -•}. . aJ. ..Ly'� �.:$'M +� a : a :F"' If ,qtr/., - _ f 4,. � A,A� f 1R M1 r;' - pk�c. N' :f S J ' Aja I m ® - nm ® - ® nn ® ® e i Al BUILDING #8 EAST ELEVATION A2 BUILDINoG #8 NORTH ELEVATION A3 BUILDING #8 WEST ELEVATION A4 BUILDING #8 SOUTH ELEVATION E ' -=t' tete--i'a t t -i'-o I a Ix R a Ell BUILDING #8 EAST INTERNAL ELEVATION B2- BUILDING #8 WEST INTERNAL ELEVATION t -=tom t is t�=o yi -- • --_- Wo i ® ® ® n nn — Y Cl BUILIJING #9 EAST ELEVATION C2 BLDG. NORTH ELEV. C3 BUIpIN�G _#9 WEST ELEVATION C4 BLDG. #9 SOUTH ELEVATION Ted rk' a u 4 r� rrr, 4 mcm 4 re 4 g f e ARCH. ITEC TS )r) F' A N10FF."e AL CO QAATIMI ,mn�NM,TMNi*9AL�It MnR a9p FDe'ILAIO,OFiiW ViCi�)lIM e ' 19BIiY!W tit N6l FAM MO.e Nf lYe m { BOWEN FIIELDCRE, COURT TIGARD, OREGON e ..,,.,...•.,. •soon p w.F . FraRL1,AwY t. 1Me f a .eornn , IyKwFs.'. 6 I. .. i L BUILDING , ELEVATIQ T . Y , do T- awfa. TTIIJn�ni IF THIS DOCUMENT IS LEFS III III I 1111 III 111 III III III IIII 1 III III Ili Ill III III III 111 III III III I III III III III III III III III 111 III1I 1 lli 111 illl 1 111 III IIIA 111 111 111 I I I r - 1 LEGIBLE THAN THIS NOTATIONr I, 11�I I I hl I I II I �I I I I U� I �I I I I �I I I I bl I I �I •I to I I 11I I }�I t IT IS OUR TO THE QUALITY OF /1��/(]rI THE ORIGINAL DOCUMENT. A`"`,-f"� �� • '/ 6 t 9 19 9 t t I t t t t l t i t t l t l I I b l 9 I 9I I I I t� IIII IIII�IIII'lll�llll IIII�IIIIIIIII�IIII IIII�IIII IIII�IIII IIII IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII IIII IIII�!III IIII�IIII IIII�IIII IIII�IIII IIII IIII IIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII YII30X T ' u • Kr "� ;e; h,. } , r�y'yL •yip 1TP.IRL�OE/L�fL.M1Ct '�� 3iCts Irf r r f ' .. - A88R'OIf.Y0 WWI 1. --- rx • ' TTI'.R�/CEILNG ,^.� '� r�- -,}• ,o •�. .�:.y.w. ;,%�yp� '`} A86FJ-tBLY de v` Y t l •f ye 7r' z Z`^ t ji r ft- ,,y :a �u a., TYP I-HOUR RATED \ - lc - FE '" RIOR WALL A88E.MBLY a •' 1 PROPERTI LINE r lI��LLl3ATED c�IGE'I ,x 4 n r, r , K COI"If"ITION SHINGLES 30'I�cX7°FELT t f. ,1° _•� `. I ky,) ,�. . -- PUD. ROOF SHEATHING - SEE 6TRUCT. / l'YP. ROGF/CEILING ASbEM15LY 2X ROOF FRAMING - SEE STRUCT. ,iJ ,„ a iY� "'•'fit.` z .'� _ TYP. ROOF/GEIL'G A68EM13LY f TYP.I-Wa^RATED _ -_ TYP. I-ROUR RATED 1/2' GYP.BREATHING K GOI A♦O6ITION BHINGLEB 2 ROOF/CEILING ASSEMBLY- _.J J 300 ROOF FELT -- - 2 A PLLL7. RCX7F SHEATHING - SEE 8TRUCT. r- `•s-, tr; 3 ROOF TRUSSES 24 OG. )l ` _ - ---TYP. RCxJF/CEII.ING Ai►6E1r1BLY r ,` '�; 2-LAYERS 5/6' TYPE 'X' GYN. BD. --- --- ----- TYP ROOF/CEILING ' /> (UB.C. TABLE 43-C, '21-I.1) E' A66EM15LY T'I'P )-HOUR RATED EXTERIOR UALL ASSEMBLY °' - -- -- _ r Z -� TYP, 2-HOUR RATED Q 2 -- PARTY WALL - \ ` E+XTERIOR WALLTYP. I-WOUR �ASSEMBLY _ - -- -- - `- EXTEND GYP. BD- TO UNDERSIDE OF ROOF \ BREATHING - TYP. 2 j • • EXTEND GYP. BD. T X X �_- UNDERSIDE OF ROOF 6WEATHING - TYP. TYP.FLR./CEILING b - ASSEMBLY R 2 - I MINERAL WOOL • TYP.NON-RATED 2 FIRE STOPPING FLRJCEILY� ASSEMBLY I � �-- - - - - -` f MINERAL WOOL FIRE �__-- -� PARTY WALL STOPPING - TYP. I r - _ - 2 TYP.2- r.PLATE HOUR RATED PARTY WALL MINERAL WOOL FIRE _ STOPPING - TYP, TYP.NON-RATED J EXTERIOR WALL A68EM15LY - b T-U. uox �UL C4 2—HOUR PARTY WALL ® CRICKET I 11 =1'-0 R-D(WL 94048 A701 Y MINERAL WOOL �) _ FIRE STOPPING - TYP. 6 GARAhaE 2 LAYERS 5/8' TYPE __ - - - ru f3D. CN2X4 --� C2 WALL SECTIION ® UNITS C 11 & C 12 C5 2 HOUR WALL AT DIFFERENT ROOFS C6 TYP. RAKE SECTION STUDS ♦ 16' OC. _ TYP.ROOF/CEILING --- PROPERTY LINE c • R-EXWL 94048 A701 A65EM15LY 1) 1 ='I'- R-EXWL 94052 A701 1) 1) :�'- R--EXWL 94031 A701 J 4' CONC.SLAB OVER GRAVEL BABE - SEE STRICT. ••' Z TYP.ROOF ASSEMBLY WHERE LE66 THAN _ Z ( 2 Z'-0' FUR OUT WITH 2X4 FLAT6 * Ib' OC. A, • oe - 117.ROQF A98lJ"1dl,Y d a ° ^ • GOMP081TION SHINGLES 3V&ROOF LT TYP.FLOOR: 9 °• , PWD. ROOF SHEATHING - SEE STFil1CT. ---- - TYP.ROOF/CEILING I ROOF TR AWS - SEE STRUCT. ABSET15LY R-38 NSUI_ATION ° •I ° k• I bib' TYPE 'X' GYP. BD. -- 11/2' RIGID INSUL. a d ML.FLASHING / e 2X8 LLIf.�OD• IQQ TYP. i-HOUR RATED ^ e 2 EXT.WALL ASSEMBLY uuu/ I)LUJUL) MTL. FLE3/A102 SEE ( f - 1 - \` - n n - TYP. I-HOUR RATED Z 2 2 (t ._ T. PLATE c b IR' ROOF/CEILING ASSEMBLY 2 2 6 I-1' 2 STAIN WOOL Ems_— TYP.NON-RATED ti I r EXTERIOR CLADDING - I TYP.2-I•iOLIR RATED PARTY WALL 'TYVEK' INFILTRATION BARRIE Dl TYP. 2—HOU PARTY WALL TYP,2-WMR RATED PTLD. SHEATHING - SEE sT RUCT. 1 1/27=1'-O" R-EXWL 94052 A701 I I PARTY WALL � 2Xb STUDS •• SEE STRICT. R-21 INSJLATION b/8' GYP. ISD. MINERAL WOOL _ I/2' I/2' TYP. 1 HOUR RATED IR' Imo. FIRE STOPPING - TYP. - _ FINISH FLOOR MATT-. TYRE-�� C 5/8' PARTICLE BD. UNDERLAYMENT PWD.BHEATRI1w'J - SEE STRICT. FINISH FLOOR MAT'L. - 5/8' PARTICLE BD.UNDER-AYMENT ' TJ.I.FLOOR JOISTS - SEE STRUCT. I FLRJTYP GE LYsA88EMBLY R-25 INSULATION PWD.SHEATHING - SEE STRICT. TJJ.FLOOR J016TS - SEE STRUCT. TYP.FLr>OR ASSEMBLY _ 2-LAYERS 5/8' TYPE'X' GYP. W. 5/8'GYP.BD. �! 7 '-AYEF� 5/8' TYPE 'X' -^' l (TRUSS JOIST REPORT NER-20 I 4 63rP. BD. ON 2X8 I 2 6 2 b J �/ ASSEMBLY E-2) FLATS ♦ Ib' OG. RIGID INSUL. Z 2 b b ---- =- -- - - - T.FL07R+ T, � - - - - WHERE F 2 -0 FURR OU? W1�7H 2X4 ° ° ° MINERAL WOOL FIRE 970'8 ♦ 16' T W - STOPPING - TYP. - A PROF y:+8IONAL CORPORATION • n _ �. - 1022 SOUT►IWLJST SAL&MN SUITE 250 FLOOR % I PORTLAND, OREGON 57206-2447 USA p _ -- _ TQEMIOIE US Z22 6757 FAX 60!2411514 GARAGE b MINERAL WOOL TYP. I W"ItAT� FIRE STOPPING - TYP. - n - TYP.Z-RCJLlR RATED EXTERIOR CLADDINCa =' - ►nwseT . 4 2 PARTY W&L 'TY'VEK' INFILTRATION 13ARR�ER -- w ' e ° TYP. 2-HOUR RATED , �- TYP.Z-HOUR RATED 2-LAYERS 5/8' TYPE'X' GYP. 1/1' GYP. B', SHEATHING B O W E1�V { . 2 P�%RTY WALL PARTY WALL _� j, W. ON 2X6 STUDS • 16' OC. 2Xb STUDS • 16' or_ - FIELDCREST R-21 INSULATION R-21INKILATION I' AIR SPACE bre' GYP. BO. COURT e • ' R-2 BTU ♦INSULATION OC. (U.D,C. TABLE 43-8, '11-1.0 ° PROPERTY LINE GARAGE 2-LA .13 5/8' TYPE'X' GYP. FINISH FLOOR MATI_RIAI. BD. (GA.FILE NO.WP-3820) -- - ° b/8' PARTICLE BD. UfVDERLAYMENT 2X DECKING - SEE STRUCT. - b I/l' 11'P.FLOOR -- - 4' GONC. SLAB OVER - _-- 4' CONC. BLAB OVER TYP.FLOOR A66EMBLY FLOOR BEAMS - 6EE STRLJGT. -- A66EMBLY GRAVEL BASE - SEE STRICT. - ( R-25 INSULATION- �— - -� GRAVEL BABE - BEE BTT�IJGT, T I G A R J. OREGON ; q'-O' • ° n _7f �{ d ---T'.FLOOR Fl TYP. 2—HO AR ^ n e ' " — _ P-00-iff—No 040L 1 1 L =VSO - ° • a ° d ° ° 11 F&E NO A701 W/11.I.dEC.pWp R-EXWL 94052 A701 �••�� -••c' n . • n ^ e . • ° • ° I ^ • d • • r • •• ' 11 • • d • ' ], a Tr , I�RUMI'Y 1. 1 eee }rs e e ° • • • ° • ° 'd ° J - • d • / - V I ' REV AOp11 . DAM . A • . n q FOUNDATION -- - SEE 81RUGT. 1/2' 4 o -b o ofj ut�u ?. . PERIMETER FOUNDATION o opo 00o c�u -- - DRAM SY15TEM - --a-, �'o o"� sr+aFT mgr, �j / \ Q) 0 MIL. BLACK VAPOR ° o u o oU o WALL • SECTIONS F2 2—HOUR PARTY WALL F4 TYP. 2—HOUR PARTY WALL F5 TYP. 2_—HOUR PARTY WALL F6 TYP. WALL SECTION I ♦ 1) =1)'- R-EM 94052 A701 1 1 =�'- R-EXWL 94052 A701 1 172" R-EM 94052 A701 Z =�'� IIIc MJ 196-o 11,1 uini u I y R-EXWL Y4W2 A701 A 7 0 1 - 13495 SW tiWlint 01 2 I)r a+Elt r 19of'55 •.y. .' ,- i ... t7• - r. - 'J Yi. 1F . l.. ♦7 s. ,i .. H ri r.7, .1a. -. .l �1 ,.__-._^ :..ta.t: _..._ - _. --- •—,.wcs. ; - :a.,. .-.-.. ..- s..:. .._—....__... ...,....m: J. >+.r!Y:4ktl."lu Q1:hYAW.7.'I, �I��I�I�• IF THIS DOCUMFN'1' IS LESS -711 IIf 111 III III III lil I I III III I(1 I I III III 117- tlT 111- Ill 111 I I t�l 111 111 ill III III !il I � III III III Ill I�l 111 111 1 1 11t lit tit 1 1L111111111111ill14 � � 8 .� Ib � I LFGIGI.R T11A?l 9'H1� NO'PAT'iON, f J IT IS DUE TO THE QUALITY OF - -- - — -- •„ e•".adlCr:. //�kqU �q �� THE ORIGIDIAL DOCUMENT. E 8L 9L L1L 9L L 6L S��L �L l i OL At BI Li 9i 4t i T Et Lt it t 8 L �9 9 >S i u■ Ilill��i II��I�►�) IIIA11111-��Il�lillll�III�IIIIIII�I��11►��►1��I��IIIIII ��I �►�� ►�� I�III�� IIi� IIII�IIII IIIIIIIII IIIIIIIII tItI�III��IIIW�� y I bra` t= >r i LAN 1' x � i Tyr. ROOF Typ- R44OF -_----- DOOR DIM __--� ,466EI•IBIA66EMBLY � ` TYP-EXTERIOR WALL AS6EMBL.Y xx I 4' - IX3 WOOD TRIM -``� PROVIDE VENTILA ��\ I j TYP. TION TO LE6 BTWN \ \,\1� Clow. :X BLOCKING - GEE D'3/AI02 ( ---- � \�- BTW. TRUS6E6 W/l3)2' �-- TIT. RAKE DE'TaILe I I I INTERIOR WOOL DOOR \ \� - M.FLASHING CONT. BLOCKIt�a BTW. DIA HOLE$ TRUSSES W/(3)2' DIA _ b \ HOLES �� - -- 2X BLOCKING 3' - TYP. ROOF AS6RM8l.Y 2 2 /LG METAL GUTTER .-__ � �\ ` - TYP,ROOF - - - - MTL.FLASHING- \ AS6EhIBLY --- - ------� - - • 1 - l 3• 1`` ---- 2X6 RAFTERS i \ 4 4 - WOOD JAMA SEE STRUCTURAL. I/4' SHIM BPACF 4' IX3 WOOD TRIM 2 - b 1 4' - �= -- -- — I -- DOOR R JAMB — TYP. 2 b _ 2x BLOCKING WITHIN -e-z� I ll I A 1 INTERIOR D 4' OF PROP. LINE _- =1'-0 HEAD SIM. R-INWL 94052 A702 _ _r ,� -� �-- f -- --- �• --� e'-1 v8' , r � --- � I 4 , IX3 WOOD TRIM WOOD ABOVE FF. .16' N RIOR 'I" ABOVE FF. 2 6 -- DS14F DIMj�'- I 2X8 WOOD W/KERF6 2x CLOGK!NG WITHIN / 8 } 2X4 WOOD 2 6 4 OF PROP. LINE - 1 8'-3 3/4' I I r 2 CONT. INSECT SCREEN 2, - ABOVE FF. 02 bJ8'GYP. BD. I ___-- 2 2 - �v-- - IXe WOOD �T 2X4 -'-- 2XIO WOOD W/KERFS -- ) ,�� ,n DOOR c ( --- �_� 2 — 4X4 WOOD I b b '' -- _ - ABOVE FF. _� --- G.T.ON 3/4' PWD. 1 2 — WOOQ JAMB I \_-- ( ( TYP,EXTERIOR 2' CONTINUOUS OVER 1X6 FRAMING SEALANT, TYP \ 4X4 WOOD TRIM WALL ASSEMBLY SCREENED VENT - ��-� - TYPICAL EXTERIOR TYPICAL EXTERIOR 4 WALL ASSEMBLY I WALL ASSEMBLY 4 WALL XT E EXTERIOR F IR 2X4 0 OD 4X4 POST - - — TYP.EXTERIOR -- TYF'. EXTERIOR � ON 2X4 • 24' O G. - BEYONf� EXTERIOR WALL ASSEMBL Y `--- / I �D153N AI0-TES �D 8 -- - 2� RAFTERS B 1 EXTERIOR DOOR JAMB B2 TYP. EAVE DETAIL B3 EAVE DETAIL @ UNIT B B4 PORCH ROOF — UNIT D BEYOND 9 , R-EXWL 94052 A702 1 _� -0 =1 -0 HEAD SIM. R-EW 94052 A702 c� -Q R-EXWL 94052 A702 cv-Q R-EXWL 94052 A702 - -- v _ _ _— —� - METAL FLASHING TYPICAL EXTERIOR TYP. ROOF ASSEMBLY TYP, ROOF 6 DOOR -- THRESHOLD -- /'�— LLIAL L ASSEMBLY - --- ASSEMBLY > - �- 9 1 SILL th�51NG 2 � ------_--_--_ _-- C ��\\ 2 ---- TYP. ROOF ASSEMBLY 2 6 r 2X6 RAFTERS '— _ — -_- - - - --- - — - ABOVE FF. FINISH FLOOR _ 4 I PROVIDE R ASSEMBLY- / SLOP SLAB CONT. 'Z' METAL 2 6 - CONT.METAL - --- -- ELOPE AWAY / b/e' TYPE 'X'GYP. _ i FLASNNG I FLASHING BD.WITHIN 3' GF I 4 - JOINT FILLER PROPERTY LINES h?TL.F!,.ASHING \ 2X8 WOOCD • • • \ \ 3'X"r,U1 itR $ a - 2X4 WOOD TRIM I 2X8 WOOD Q W/KERF6 � y.-- i0 8'-3 3/4' CAULK BEHIND NAIL FIN SILL GASKET - METAL FLASHING OVER + __�_ - 3m'BLDG- PAPER _ ��-PRIOR TO INSTALLATION I �� - �_ ' I/2' PLYWOOD C>*I 2X8 --�A80YE FF. •a _ 8 JOISTS • 16' D.G. -- - - 2 OF: WINDOW - TYPICAL �— s - ABOVE F �_' BLALANt 4 2 ~- — IX8 WOOD — 4X4 PORCH POST = _ - 6EAL.ANT - 1/2' F°LYUIOOD Cl DOOR THRESHOLD C� ENTRY VINYL WINDOW I Us WOOD � C5 DORMER SECTION - UNIT D R-EXWL 94052 A702 ASSEMBLY I 2X8 WOOD R-I/ISC 94052 A702 �d 8 F' IX WOOD TRIM PREFABRICATED RAN GAP - VINYL PATIO — SEALANT I , FABRICATED METAL DOOR - SEALANT 1X3 wooD TRIM I I S i COMPOSITION No7� THIS SNEEr SHNGLE OVER CHASE CAP WITH COUNTER FINISH FLOOR , I TYP.EXTERIOR I RIDGE VENT FLASHING OVER 3/4' PWG. �' Y I � I 41.s?PE. � � a6dfJ'CLIES. 6U 6NM A10 C�TYP WALL. � 6 A-55EMBL WALL ASSEMBLY —� (-- METAL FLASHING - ---- f TYPICAL - ' 2X4 WOOD I I ROOF Ab6EMBL-f PREFABRICATED � ---- D2 WINDOW HEAD D3 TYP. RAKE [DETAIL � d) � FLUE — l SILL GASKET E _�'-0 R-EXWL 94032 A702 =�'- R-D WL 94052 A702 w 4 2X8 WOOD n ' •a • . -- METAL FLASHING E--- PATIO SLAB 4 �i , I ` 3/4' PLYWOOD -- �-- - — IX WOOD SILL 4X4 P05T BEYOND I 2X4 WOOD „ i I ----- VNYL WINDOW } I I EXTERIOR SIDING A86ET'15LY � �— I I 2X6 STUDS•24'O C.TYP.EXT.EXT.WALL A.98ET1BLY k D 1 PATIO DOOR THRESHOLD SEALANT D4 EAVE DETAIL ® PORCH D5 RIDGE VENT DETAIL D6 CHIMNEY DETAIL R-EXWL 94052 A702 _� = '- R-EXWL 94032 A702 -1 w - R-EXWL 91032 A702 _ 1-cr -- SEALANT 12 R-w.�IfL 94052 A70 -- -- METAL STEP 2Xb WOOD CAP VINYL PATIO , 2 �- & - METAL FLASHING �=- I FLASHNG 6 QEF" 2 CAP ERFS DOOR SEALANT \ - GAULK BEHIND NAIL FIN. ~�'`""`---- FINISH FLOOR 2X6 DECKING ON 2 6 �� PRIOR TO INSTALLATION ��_- "' - I 3 2Xb RAIL GAP WITH ASSEMBLY X10 JOISTS OF WINDOW - TYPICAL �• Tl F'. ROOF ASSEMBLY ROUNDED EDGES c ON 2 �� I m \ u: - - - - - —r \ -- 2X4 WOOD TRIM ~- _ - 9 µ P4 - - 2X4 WOOD RAILS 2X8 WD TRIM 2X2 WOOD SLATS -----___-_ __- -- 5 1/2. O.C. A R C H I T• E C T S 2X4 WOOD - `-- SEALANT Y �--- METAL FLASHING � ~ _ b/8'GYP. BD. EXTERIOR ` ( �� M 4)'4 WOOD POST A PROFESSIONAL CORPORATION IX3 WOOD TRIM 2X4 WOOD RAILS - ON 1/2FWD ON ID?2 SOUTHWEST SALIN SU"x160 2X4 • 24' OCG. ' FORTL.*N0, OREGON 97205-2447 USA TYPICAL EXTERIOR - -l- — TELEPHOW 5W 222 VV FAX SM 241 1614 ------ BLOCKING 5E41ND WALL ASSEMBLY � - - 4X4 P.T. "TO LAG BOLTS -r • 8'-ra' O.C. - 2Xb WOOD DECKING - TYPICAL EXTERIOR = WALL ASSEMBLY a -mo,Acc r , El DOOR THRESHOLD ® DECK E2 WINDOW SILL E3 ROOF AT WALL E4 HANDRAIL CAP DE1 AIL - --- 2X8 WO TRIM R-EXWL 94052 A702 - �'-Q R-F.XWL 94052 A702 =� '-� R-EXWL 9A052 A702 2 -� Q R-MI'.,C 94052 A702 4 B O W E N FIELDCREST TYP. EXTERIOR - I TYP. BRICK { r-+'_-{-r _. 2XIa J01878 • 24' Or-, �4 COURT ( - I WALL ASSEMBLY WALL ASSEMBLY I I --- BRICK SOLDIER `� --- - • I� ---- _ TYP EXTERIOR _ 2 b AL _ 2Xb WOOD T COURSE CAP 8 I WALL ASSEMBLY \ -- SEALANT _ ._ • I° I' a -� 19' MIN. - -----� �P b \ F�T.�RIC , A ------ CONC. STAIRS BEY OND — ---- Ik6 WOOD '�• —.._ GC NG. SLAB --- - e SLOPE AWAY '"- \ . D IN WITS A 4 B ---T� BEA'VERTON, OREGON ' GILL GASKtrT- •4 i' - JOINT FILLER i �- BRICK SILL r �^ o PEA GRAVEL — -- BRICK VENEER — • I I - 4 1 -�I GROUT SOLID ON FRONT OF _ Q A a • -- I • I I rnoxcrNo. r a' ° BELOW GRADE PLANTER �ilt I 4 I 1 04062 A I' • I J FSE NO r A70ZQ[TAfl.A.OM/G SEE EXT. ELEV. > e e ° ° , I �I Ora PTJORUARY 6, 1996 5/8' GYP. BD. •a - 1 Ir' RIGID - -_� I ra7- AL . OA re , WWW'rnw cC _ OVER 2X4 - - I� INSULATION h ° . E- WEEP HOLES a °. . • • - �.-�_ 6-13-96 STUDS • 24' - r a b _ - WATER F'1QOG� ` _ - BRICK VENEER •° A L `, L STRUCTURAL MC^1BERS 1_® \ AND DECKING t0 BE b MEMBRANE TrLllM7r ° F'RE66UIR£ TREATED F 1 PORCH SLAB — UNIT A & B F2 BRICK SILL" F3 BRICK SILL @ GRADE F4 PLANTER DETAIL F5 DECK HANDRAIL F6 TYP COURTYARD FENCE i R-EXWL 94052 A702 -�'-� R-EXWL 94052 A702 =�'-� R-EXWL 94052 A702 3/4 -1'- R-WISC 94052 A702 I c1'- R-1113C 94052 A702 j 2 ::�'- R-Y13C $40'32 A702 i p DETAILS am.•T I A702 ' MJ 196-01 1•I Ihru Ul ll *, 13495 SW Summcrwo0d I�r � .. : 20 01'55 ..:':..: ... . . ... 'DINn...-pro..r.,,.._....... .r-r..m.u. ,*wiww.•eMer,•rm..-..y..,...,_....-.:.. I�(lll Ill 111 Ill lig I I III ��I—ill I ! I!i III I t�rl!It !I! I IIII tl! tll j I !IF THIS DOGIIMF!"" 1S LFSS IIjI ` � jLFGiBLF. THAN TH1S NOTATION, 1 1 ----- -�7 -- �-- ---__.____.�---___ �_. ��yy -- VV� --_�--��++ TT IS DIIF TO TIM QUALITY OF - "•� 8'��"' r7ugusf as 1 THF ORIGINAL DOCUMFNT, — - o�E 8rL 91Z LL 91L Z iiL fiL Z TZ OZ 8T 9�T L�T 9�i 9T tbi £T Li TT T 8 L 1 A f Z Tm,l� IIIIIIIIII Illllllil III!IIIII IiII�IIIIIiIIIIIIIIII!IIIII IIIIIIIIIIIIII�IIII IIII IIII IIII IIII IIII I!!liilll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIIIII IIIIIIiII IIII IIII IIIIIIIII.IIIIIIIII IIII IIIIIIIII III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIuII IIII I!II Illllull --- . ._ ,. . .. -.,. �„ r �Y +'�-r'.r-' : ' •+�' :�c�..', ,, � ..yk :rte .,... -- . . - a . _ "�;aC�, t; y - � �� -�. ? , _ Yrs, ts.'`' � },�..y ,. ." s. :+t'A"� '1Ln' }�'`, t�iP 1 •4' Ali '{. �e'WI� i: . d �'t> ;^,. •,- •�'�- .+t.. ., '. •:.tt .ur 1M., y,w t. 4 .. „ . -i�.. l;+R, ,'�• .`: ' �.^�'►!� / l r '�M'., .�1 wt.•r► .. - ,. .Y�st, �' :., ^. �.- ,•« ,. r. ;. F...id .:. i .,t. - �- .�1 4N��- 6' •:i - .t'. N M•T•.,1i..�i.• : . a• 1< r , 6EE BUILONG LAYOUT DR.4UAWA8 SEH OU4.01Ca LAYOUT pRAWINb6 (SHEETS SI!-&i)FOR DETAIL6 (SHEET& 66-M)FOR DETAILS WHERE WITS ACUT EACH OTHER I 96 WHERE WIT& A6UT MACH OTHER ' �_aEE BUILPING LAYOUT DRAWING6 -4 ' (SHEETS 66-86)FOR DETAILS1 n r 1 WHERE WITS AEUT EACH OTHER I ( 1x10 4xlm 4x10 I 2xb 6PAGED rt All ' DECKING - , i I 2x1D • 24' Vic,_ j-- 616 I I I 6 I I i 6b LEDGER 46) GL 3vexiotl WHERE k�NIT6 I I , 616 I 1 ! ( 1 1 DON'T ABUT 01r- S • 24' I 816 I I 2 Waxl116 MIG AM 41; 1 L I 1 2 ,.r — --- a I x I J r- 1 J, ~ I S HIGH T;1 _ b LOW I I I / I gb _ L OPEN FOR 1 } r 1'' I FLOOR 6WEATHING ROOF I - - STAIRb �I t1G PI YUIOOD Ib Ill�.11RE WITS �a SEE ARiC4t. IE _ _ }m' o/c FIELD EDbE6 1 I ; I DON'T ABUT lie WCOO FRAME ---�•- � CHIMNEY— • 24' olc I , ` 1 I Id 1 - — — J a a SIMP EPG 44-16 816 816 8 . 14' o/c -0 St9 GIMP PC 44-I6 TI�JSSE 1 /- r *y 1 , 2x6 LEDGER NOTES ecc , SEE 8 I i 1 a TYPICAL:HEADER, 4x8, UNDO. 1 NON-BEARING WALL UNDER MICROLAM OEA11 APAL SHEATHING NOTES= 1 I ( I + 4, PANEL INDEX 32/16 ❑I TYPICAL HEADER 4x8, UN D. I Jam.. W1 8d i 6' o/c EDGES \ 1 I t 12' o1c FIELD GAIQAGE BELOW j - i � 1 s' WHERE WITS �` t. DON'T ABUT - - - - - - --- -- = --f_- , x SIV 3!. ROOF FRAMING PLAN �3 SECOND FLOOR FRAMING PLAN S� Ile = 1'-0" S� T/4 SEE BUILDING LAYOUT DRAWINGS SEE BUILDING LAYOUT DRAWINGS (SHEETS 85-66)FOR DETAILS (SHEET5 65-68)FOR DETAILS WHERE UNITS ABUT EACH OTHER 3'-®' - b -8'- --_ 9'-4' 3'-3' WHERE UNITS ABUT EACH OTHER SEE DISILDING LAYOUT DRAl1)MM36 (6FQETS 88-b8)FOR DETAILS WHERE WITS ABUT EACH OTHER f ° ° ° ° I L J LJ dJ L°J �2'-m' b x10'FTU IOC 65 TYP. • 1°�H SEE AR 44'L ELEYATION6 FOR FOUNDATION VlNT LOC..ATIOIV6 914 ` 814 ' _ I ------_ — ------ ---------------------� i-- r------ -------- I I I i I 61MP LU826 OPEN TO I FIRST FLOOR l I I 6514 18 • x814I I _ 814 `► FTG, TYP. � I I ,4x4 POST, I I E CL 4xb TY / 6'-10 y4' ( I. 4' coNCRtTE 6LAe �� I � I `, ( �-NOF�I-NCi ON GRADE AT PORCH Pisxll� MICROLAM I �- _--1 �- = 1 -. I I o A�0 -- I ! I ! ►CATIJMQ d�ON�l01 �('� --WALL AT EDGE I', I I I Q I V I I I i 2x6 TtG e `~ `� .''LJ OF STAIR ® Sl4 L__ ---1 I I I 3'-b' I�� V I I I I I I DECKING I d 1 `, ,/ , 844 8 1 I+ I i , : ( , � 13'-1' 4'-4' i 2 -Im' W1 I - - - -. - -------j R 2 � A.I �l,}.I+..... ....w�.-......-! I -J 241 0l - _ N _ - - _ _ �— -__.-__ I- I I I 4x4 P06T B O W E N 3 , i� I I 614 t -- -----J �51 F- IEL. DCREST I I �- 814 I I PLATFORM FRAME ON TOP OF I I � O U R T r +-J GARAGE TO MATCH LANDING FRAMIN53 I I 4x4 POSTS SLOPE, SEE ARCH'L_ I I F---- I I ;C nl P06T UP TO REAM AT 2nd FLOOR 0 2xb P.T. LEDGER - SEE 4' CONCRETE 6LAM ON I I e4 T I G A R D , OREGON - -----_ _.im- '_--------.- _-_ i GIRADE AT GARAGE I ( �3 81MP HU646 AT BEAM TO BEAM W1 814 • 48' o/c EA. WAt'� I I � 2xb FRAMING AROUND 18' x 24' CRAU�. SPACE AGGEaB, 914 WHERE U141TS SEE ARCHITECTURAL FOR LOCATION POL-cr No 1 04052 I I �T�. DON'T AlSUT F,,a NO !1 .DWO �I F'087 UP TO BEAM AT 2nd FLOOR � 4 I I 0 04 x 3'-0' AT RE-ENTRANT 614 814 sYP. HEWALAIW* AT INTERIOR aEvis olrs w rr otscxrt�v. � CORNER,SET I' CLEAR FROM 9 I ' L------ ------ ----------J ,• I +�0�'• �A�NG�AT EXTERIOR l WCLOCKED) TOP OF 6L A16 - - L-- _ �... _ J ITH 6d • 7' o%, UNO. AT ALL PLATER, (- ---- -- -------- 111l AND BLOCKING AT EACH 61DE OF WALL �3 + INDICATES SIMPSON FTM3'1 -- ----_--- — — HOLDDOWV EMBEDDED IN FON. WALL BRICK WAINSCOT, W1 14-16d TO (2)2x STUDS SEE ARCH'L• AT 61DE OF SHEAR PANEL . I s•/EE-t rlrt_E u N 4,`T' -- A C MAIN LEVEL FRAMING PLAN D FI RST FLOOR FRAMING PLAN �` G'" � FRAMING PLANS v' 1/4" = 1'-0" Cj, Ile = I,_cr MR 1t)6.0114 thrueU�2 d pr - S i a 13495 SW Summ s++EEs .o 21 of 55 Y IF THIS DOCUMENT I� LFSS I r l I I 11•I 111 111 I I III 11 I I III III 111 11T 111 III 111 I I III III 111 III III III III I I III III III III 111 111 111 1'' II1 111 111 1 I III III 1111111 III III 111 I I � 1i1 � 1i i4 6- iQ1i � > > 1 �b -! 111 LEGIBLE, THAN THIS NOTATION, - - -- -- -- � - - - -- �1— --- 8 —--- - I --�---- �/l`l 1 a Q IT IS DUE TO THE QUALITY OF Ne 36 6= =� 9 / "� THE ORIGINAL DOCUMENT, - — - --- -- _ E 8 Z A�L L L 9 L ZTviizii Tliizi, ti, liiLO L 8 I A i L f 9 �9 �1SL i,l„>w Ill, 1 11l 111111111�11�11611 11��Iill, ��r� VIII 11 11111►111111111 IIIIIIII��I�IIII�I�I�III I�IIIIIII ��Ililllllll�l�l�l��l�ll��!�IIIII111 IIIA �I��I�IJill III��II��IIII�lIlI11�11111111111 llllliill I NO FI AT 651E BUILDNG LAYOUT DRAWINGb MI CWLDING LAYOUT DRAWWW DECK AT WIT 04 6t6 l T ) DETAILS ' T )FUR AI ' � 6EE WJILpINi LAYOUT Ol4YI�M GHEE 868-Sil FOR DE , (BHEE 668-88 DET L6 (SHEET$bid-61 FOR POTAN.0 WHERE UNITS ABUT EACH 01;-ER I WME'RE UNITE ABUT EACH OTHLR I 4xld _-- -- 4xlm -- - _ _4xW _--- -- I WHIM UNIT6 AOUT EACH C3'ioI ' 2)0 6PAGtD DECKING LEOGEIOI I i 6>s �y 14 FLOOR "ATWHO TrG PLYWi= . I • 10' o/c FIELD I AT WIT D•4 DECK CANTILEVIERS -� 60 j WHERE UNIT66'i i I _'� ' a/c. \ DON'T ABUT I S 2A _�� 1 I ITJ �I` 616 i ; i ► ; ib ' ,1 • . I I _RIDbE__ I I P�ixn MIG160LAM I I I L II 2 OPEN FOR ,. 1 i Sli I I I I I bB x STAIRS F12 AT HIGH I I WHERE UNITS6115� (S I 1 bii ' WOOD FRAI'1E � .1 , 05 pON't ABUT t I CHIMNEY `1 I ROOF 4) IGIIVL I MW.TIPLE STUDS ?a ; 4' lG I I J I X TO ROOF FVRoWING I , • —J STUD I Ilg 1 AT LOW li �UNDDER BEAM 616 i I I 815 SID I I DBL STUD 1 4xlta UNDER BEAM -- - - - - _ _ — __�- MULTIPLE STUDS SEE 61MP WUC4i % � L-- � I TO ROOF FRAMING 61b Ska AT WA"—t11_.1' I I 815 SEE bli SI6 I I I I I I v I i0 • i I � e1� � I • Ic -� I r14__), 616 n TJlnb� • 14f� IT— I Slb WHERE UNITE � DON'T ABUT p �QTEs. I [I TYPICA_ HEAD17R; 4xb,UN.O. r' I NON-DEARNG WALL UNDER 0 TYPICAL HEADER 4x8,U.N.O. _ MICROL.AM NW-AM -ALIGN ,JOIST WITH APA. SHEATHING+ PA14EL INDEX 32/Wv NON-SEARING WALL I W/ Bd • b' o/c EDGES I 1 • 12' o/c FIELD I- -- _ - - -___- ^- -� -- r_`----r - J I tom— 4xlm 4xlm , 7 615 4 .' ,4 ROOF FRAMING PLAN F3 SECOND FLOOR FRAMING PLAN - S2 1�4' V-0" S2 1/47 " V-Ly ---SEE BUILDING LAYOUT DRAWINGS (SHEETS 66-56)FOR DETAILS SEE !!UlLDING LAYOUT DRAWINGS -- ---`-- -- - -- - - WHERE UNITS ABUT EACH OTHER (SHEETS 86-68)FOR DETAILS 3'-ra' i'-6' °J�4' _ s'-9' I I 1 WHERE UNITS ABUT EACH nTHER t I I I SEE CUILDING LAYOUT DRAWW36 (SHEETS 85-88)FOR DETAILS r r r WHERE UNITE ABUT EACH OTHER L J L J L J�--'2'-0' 6(a. x l®' FTG, L J TYPO. AT PORf.H NI a0'-j. I 9 - ---- 8B - 3m'-3' v SEE ARICH'L ELEVATION6 ----- -- ------- -- --- A FOR FOUNDATION VENT LOCATiO�'! >a14 814 --- I — ------- -------- ----- - -- _ I r------ ---- -.- ---- ---------------- Iii 6'-0'PI I 64-IP LUS26Ic I I OPEN TO FIRST FLOOR I I 9 t514 I SNt 814 4 ;� /I6' • x b` I FTG,TYP. I I 4x4 11"I I I I I 18' • x e' I TYP. I I FTG, TYP. Ea. �-=- ;r I I ' L �4' CONCRETE SLAB _ / I i�^ 4xi TYP. ON GRADE AT PORCH 814 916 I I 6 \ I P/4xn1Y MICROLAM f "� 2 iai")i --- I + I I I 2xi TKs_ 9 L_- I 3'-b' '�j I NO. , q"I l + } , DECKING 3'-5 3'-8 3-2 I I( I a ----�.--� 11�' TJ1�� .n I ' I �r � � ,r/ I � , , � I I ��w coMrT e►�I • 24' o/c 614 2 �II I - � i FGTrITlA1Q C1r00111PfA1 -- --------t ----- -- ------------ ------ Fix � I 4x4 P08T i WPI ONE SIDE (BLOCKED) i I 814 W/ 8d • 3' o/e EDGE6 ! I 814 814 I • n' o/c FIELD, THIS WALL 814 I I PLATFORM FRAME ON TOP OF I I Im'-3' gra'-ra' 4x4 POST I GARAGE TO MATCH LANDING FRAMING', I I I I I I NOTES: B O W E N I I I I 814 I 'J POET UP TO BEAM AT 2nd FLOOR F- I E L D C R E I S T I I 4' CONCRETE SLAB ON I I �2 2xb P.T. LEDGER - SEE 814 COURT { GRADE AT GARAGE I I ® SIP?P H4646 AT BEAM TO BEAM \" l4l 2xb FRAMING AROUND 18' x 24' CRAWL SPACE ACCESS NOT3: I I I 9 SEE ARCHITECTURAL FOR LOCATION POST UP TO BEAU AT 2nd FLOOR ( I I I _ �2 04 x 3'-0' AT RE-ENTRANT CORNER 814 I I I TYPICAL. WALL 6HE.ATHINC- 111I GYP. TIGAF2D , OREGC� h�J SET I' CLEAR FROM TOP OF SLAB I I I I AND %' GYT'ABOAAD ATHIWx AT T INTERIOR XTERIOR UNBLOCKED) F3 + INDICATES SIMPU')N FTM31 I I I I WITH bd • 1' o/c,UN.O. AT ALL PLATES, HOLDDOWN EMBEDDED IN FDrI WAL I I I I STUDS, AND BLOCKING AT EACH SIDE OF WALL 1 Ppto_*CT Igo W/ 14-111 TO (2)2x STUDS I I I I d1lE Na :Z.DWd AT SIDE OF SHEAR PANEL I I I I VA TE FCBRUA►RY O„ 1*be I I I I AEVISAON9 . OA f/ w9cop Toth(. � I L814 614 -- ---`--- ------J--� ------ --, ------ — L----- -, I 3 3 9.Isa� rm.a MAIN LE`✓ EL FRAMING PLAN FIRST FLOOR FRAMING PLAN d Nire U N IT ---- 9 �` FRAMING PLANS • D1��T Mp. S 2 ' r P r y MS1'96-0114 flirt 0122 „. SW Sununerwood Dr , '�� ll I1' THIS DOCUMENT IS LESS rT IIr 111 III III III lil I I III yjIII I I III III Ij? fl 1Ti IIT 111 III'111 111 111 III III III IIID III III 111 111 111 111 111 I I TIl 111 l�l I I III III IIi�111 III III III I I IT IS D THAN THIS NOTATION, 71 �r1/ )� 1T IS DUE TO THEQUALITY OF E'e=_^.' T�(✓It�l THE ORIGINAL DOCUMENT. - - -- -- - -- --- -- - - -- - - —-T- -- — -r - _ —T— - �oE eZ B1L LS 9iL Z 6L t; L i1L - 8t 8T L�i A�i 4l 6I 6t Ci ti �t rf� �L T9 9 f� 8 �Illllilll IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII illllllllllllllllll IIIIIIIII�IIII !III IIIIIIIII Ilii II III III; IIIIIIIII (III IIIIIIIII IIIIII!II�IIII�IIII III�IIII (III VIII 11111ll IIII�II►IIIIII I►II II IIIIIIIIIIIII�IIIII�II� IIIIiIIII�IIII�IIIIIIIII�IIII�IIII�II1IIIlIIjIIII IIIII�II r 4 y ar I i SEE BUILDING LAYOUT DRAWMCrA J (bHQtTS N-013)FOR DETAILS I I I L WHEIM WITO ABUT EACH OTHER— i ROOFI SU DUILDWs LAYOUT DRAWWrAb --I - - - I I GELOW (6WW6 81-613)FOR DETAIL6 Sag 9UILDM LAYOUT DRAMN40 WWXRR WITO ABUT BAC44 OTHERi I - (64QT8 60.013)FOR DETAILS I M CHR11VEY i _1 I - _ _ _-__ WOOD F$t v m WHIRR WITS Aft?RAGA OTWOR � ( GFiR' 1 I � I i ' 2 .. GL 3yex9 1 - - -- - - - - - -_ GIRDS LTPILM BELOW - - ---- I I T 1� vA JL._Z! D GIRDER TRU" i \• I YOWED CEILING -_FLAT C 9ILIW,* I 3 DER UNDER bEE A004t SEE AISCH'L I GIRDER TRJSS 81 ` � bIb r I i I Sli 1 I xII MI , - - - - x1» GROLAM 41Mf° WII � I SIMP EPG44-16 1 ---� I ! �- If W/Pt_wr� a��li-I� aT I 3 I _----'� • oleo APA SHEATHING { + • 2,. o/G_��---Y! 2 I ! Y)1 ✓ I / .:"'+ I I� - FLOOR SHEATHING t PANEL INDEX 32/Ib b 11�� " - AG PLYWOOD q y _.` TIa , �- SHADED AREA I -~- W/ I0d is i' old EDGES , I I ,t 1 ••� t 10' o/c FIELD W/ Od 0 b' o/c EDGES -_�-� �� 45i jINDIG4TE9 OVERBUILT -4 12' o/c FIELD .0 �MT SHADED AREA INDICATES OVERBUILT ,1.-- r ` I- I 616 I 1111 I f - I 1 I AT `� 'j F /` i - - ---I 1x14 2m 10 AJ DPL OW WALL - _ L J =r FLIM! i G RDER TRl18b - - - ' 6x6 POST I �T! _--___ 016 / ROOF I r BELOW I L- - r' li L 91v b 1 815 SB SIMP PC44-li I NOTES: I I E1 TYPICAL BENDER: 4x8 UN O. { --_ D�JtJBt.E FLOOR �? 2x4 FLAT BLOCKING AT VALLEY I I i JOISTS • bIDEWALLa I /� U 1Ii ('41 bls I j a I� orEs: I ' ��,•-j --- r I TYPICAL HEADER: 4x8 UNDO. r ' • ' ,' S ; ROOF QA1�pER TRU65 DIAGRAM I bli I BELOW NOTE. SIZE VARIES I 12 TYP I b� tI I I T I , � BOTTOM CHORD: WLL . 225 PLF I - - I AT 8011E UNITS,&ARAGE DOORS ARE LOCATED IN THIS WALL, SEE BUILDMG PLANS - OW36 SID,611,613 k WDL s 00 PLF �' AP.A. SHEA'HING- r PANEL INDEX 32/1(. W/Od 0 6' o/c EDGES I 1 . 1 12' o% FIELDAs�' �- 1 I blb w►ti T r ,Q ROOF FRAMING PLAN _ 65 SECOND FLOOR FRAMING PLAN S4 1/4" = 1'-Cr �4 1/4" = 1'-0- ----- ——————— SEE BUILDING LAYOUT DRAWINGS (SHEETS S9-913)FOR DETAiLlb - ------- ------1 I WHERE UNITS ABUT EACH OTHER SI ( I I ( SEE BUILDING LAYOUT DRAUNNOB I I AILS / 914 /^ I �_m• WHERE UNITSSIABUTEAGHTOTHER �' GYP. BOARD EA SIDE - (UNBLC-XED)W/ fid • 4' o%, U.NjO. AT ALL BLOCKING RTES, STUDS, GYP. BOARD EA SIDE SPACES / I I i`J (UNDLOC KED)WITH 6d a 4' o/c, 6 I -- -- _T-` - I 014 UNU. AT ALL PLATES, ST1.D0. ------ -----� I / / _J L _ _ AND 8lACKNS �.� - I I - _0 " 12,-m• 914 op I I su I- -------------- I I TYPICAL WALL SHEATHING: < 4i' GYP. SHEATHING AT EXTERIOR(UNBLOCKED) I ( / / / _ / / 4x8 TYP. AND �Y' GYP. BOARD AT INTERIOR WITH 6d O 1' o/c, UXO. AT ALL PLATES, I I 4x4 1 g_E,• I I STUDS, AND BLOCKING, AT EACH SIDE OF WAL L 0 I I - -- 4x4 POST, TYP, I I 2'-m' SGL x 8' FTC>r I8'• x S'FTG,TYR. 1 1 U4 i4 n / � I I .. / / / � � I� ;� flip l • 'I 1 I R I I b'-t�' b'-D' 6'-®' 6'-D' f O•. . I I ( i �'-IOW.l� M , r 1 1-I , WIV Aw c�TT Areal Q' ( r---'1 Ixb i I FOl1T1_IMO,CPrQ N 0120 e 6X6 / /^ 1 ----------- ---•«- Ft'iC)!!( 71� FAX(8W�7M x I / � ------- -- ------ �- F `.T T - g I I I FTG. W/ 3-04 G. W/ 3-44 1 _II I au ECKING r II L--- EACH WAY_- _ EACH WAY ---- -- - A I - - ———_•——J—^ _,—._ O _ Y _ —_—w_—n I �__— P/►UJGC T 'b Ir---------- -------------- B h � ;.�----- -- _.:__ --- FIELDCREST OWE N I I , �__ _.�______ F I E L D C R E S T C-ONCPMTB SLAB COURT ON GRACL� sw I I i e4 I l I 1 I I I I TIGARD , OREGON ��-Z' r'lJNCRETE SLAB aN � I NOTE I GRADE AT C*ARAGE I 9 I I WITH X4 0 48' o/c I 1 �I POST UP TO BEAM AT 2nd FLOOR EACH WAY 1 + INDICATES SIMPaON FTT'13, rAa..FCr NO •4+092 I I i HOLDDOWN EMBEDDED IN FDK WALL .Ke N, s4.OW0 I ( W/ 14-16d TO (2)2x STUDS °"rE 1FERRUARY A. 1 see I (64) AT SIDE OF SHEAR PANEL nEvr9ras , m,rF , ocxorm. A 6/e/96 •PUN CHRCK ITrM11 I I I I 1 `—� ---r - ---------------r _J r-- --f- ------- I a' rr rr-t• + 11 ,! J t _ �.! 1 �1 1 T L2_11—' -� _ _ -�-�'_ - a'-m' � •�• ' FRAMING Ir'-3' ` I q6-0114 thnt U I'? I_;,It)5swVSuntt'le, dI)r p FIRST FLOOR FRAMING PLAN ! , Nw r MO . +. Y't . luF 54 ) IF THIS DOCUMENT IS LESS 1�1711111111i11 1111111 11111 111i111i 11111 I Il11111 ti11111 1111111`11111 ( 1111111 1111111 1111111 11111 I IIIIIII 1111111 1111111 1111 T i�llrjT11jl(I 1 111111( 1111111 lill1111111 I I ` LEGJBLR THAN THIS NOTATION, I 1l -_I 1_ - I - 4 I �� I 6 I I 8� - IT IS DUE TO THE QUALITY OF -- �_ THE ORIGINAL DOCUMENT. 777 - - -- - -- - -- - - _- No ae 111 I11�1IIi 1113 III IIII1IIII 1�1111111i1i11111111111111 I i11111It111111,111,,,1tllllutl111 1111111111111111111 il1111111111111111 illlllll�l iilllllltl�IIIIIIIi illllllll 111111111111111111111111111`IIII►11 Iglllill►I I�IIII►�II III111II�III�hI111111I,11111 11 r r v• ;1 . �", 1 j :�1i t,l t• I•r't�''r ) 1'.',JI 1:'II ,. ri vT1. ♦ 14, WIT IS WIT A WIT A ---- - WIT A -----WI-AA-- — --- UNrr A R 1, 11 P• 1 1 I +I I I ! 1. _ 11 I 11 . 1 I I 11 ' t „ I I 11 r I I I I I I I 11 1 1 1 I I I 11 I I 1 1 I ;1 RAFTERS , ' 1 1 11 r 1 ' I 1 11 I I I • R,AFTER6 -rte-- __ _ � ___ __ ~'- ♦ �1 RAIFTERS� _ I BLDG . # 1 ROOF FRAMING PLAN S5 1 /8• = 1 *—o' ---- ----- - -918-- ;� , ; ! RAFTERS rl' I r-r--------------------------------- ti� i UN\� ' RAF7E0 I I ' 918 1 I i �i j� � •�•�. II 1 11 L J L J - ' 1' 1 I _ 1 1 8n _------- 911 1 — -- ------------------- --------------------- ---------i Eil 1 1 _ i_�♦J� I li UNIT A I I ._ __ _____. _ _ .L. 1 I I 1 I 1 9!1 I I 1 11 , � d RAa=TER°y I I 1 1 t 911 ---- -, 1 — — L_ _j r-1 I 1 ' 1 ,1 9I , _� __ -------------------J � UNIT A 1 •---L--�------------------------------ ---�--'I.. r Lz-----------r- ----------- , 1 911 I 1 I I 4 1 t L°J L -------------------------- , --------------------------- 1 ---� r----'1 r� , , Ir•I 1 1 L_-_j - ---- �-J 9n I 1 1 1r _ _______ ' 1 SEE SPEET9 SI AND 82 FOR ADDITIONAL IN°OW'1ATIpV �- ------ -J ' -- ---------------- ' UNIT A ,1 1 REGARDING WITS (Eta SIZES, DETAILS,DIMENSIONS), r El. SEE ARCHITECTURAL DRAWINGS FOR L°J 1 FINISHED FLOOR ELE`..ATIONS 1 911 Y-NCMLM 19011119M 14M I I 911 1 1 911 ___ _ __ __ _______ _ ' I 1 I :1 I -^ OWNS /yam ---�J , 1 , LJ ---"------ ----------------- L —_ OW SOOMl1'f ANS! I 1 911 i , - - -� , lIORILNOI CROONalf01 I L-------- ----_------J I fir----- -- ------- I 1 I IIIHIXIIIIII 7M '- ---------------------- 11L `------------- -, _ 1 � 1 1 I 1 UNIT a B BLDG . # 1 FOUNDATION PLAN 1 ' PRojEc r A, 911 I I 911 I ' LTJ V W E I 1 —_� i NOTE S_ --------_---- -STEP IN TOP OF F•OWDATION WALL BASED ON FINISHED - - , ' 917 I ------- FLOOR ELEVATIONS - VERIFY WITH FINISHED GRADES. 1 L�-�--- ------------ COURT ' -------------- - --------------------------- 1 , 1 911 I i UN I T A i 1 TIGARD , OREGQN 1 1 91l r°7 r°� , rwa.AFcrwo. 1 •A&OS� '-•':.�..., I L--_----- ------ LJ LJ , i r-n,e Nn r SS CaING a.. 1 _ 1 � r•-----1 r� 1 lritAllrWAl11Y A• 1000 /IF�15klf4t r CAT! -- ----------------------------- � 1 I I I 1 i 1 1 1 1 1 BUILDING1'.' ;; -- ' IL 'ROOF �`RAA- - ------ -- Iat smff r No ! MST96-01 14 thru 0122 13495 SW Summenvood Dr t 1 25 nf'55 IF THIS DOCUMF.i!'I' IS LEES ��ilIl1111111 Illllll VIII I 1111111rjljl 11111111 11TIgT11I111I1111111�I�11111�1 ?111111 IIIIIII VIII�I�IIIIIII�IIIIIIQI�III�lllllllll 1 1111111111 I 1 1111!Illllli IIIIIIIIIIII I LEGIBLE THAN THIS NOTATION/ _ �- -- L- - � -- �- - IIII I. I---II IT IS DUE TO THE QUALITY OF - magus as 71 Ivr,.se �^— THE ORIGINAL DOCUMENT, — E 8L 8L 1 LZ L Z 11b�L £L �G i��L OL 8I Bi Li 9[ 1 4i bi $i Li TT i i8 L �� 1��1��1��11iili�il111i111 ��► 1111 111 11II!IIIIIIIII IIII�IIII�IIIIIIIIII�I�IIIIII VIII ►1,1��1�1��111111I1 ►1�I�IIIII�1�11�11��I►III��III II IIIIIII11�1�1► IIIA IIII I��I��I�II�I��11IHI 111!11111III111�Ilill�lllllll��llll�llll111 II11�1111 II11 IIII IIIIINII. UNIT A UNIT D WIT C WIT A WIT A WIT A --------------- �1 i. � 1 I I• I I 6� I 11 s �r I=:Gss s:i:ase.....:aa:: ..•. Tai `.: I ' _ l RrY' r� � � it ♦ '� � ' ►. �' r .__ .. :T:. ......_..._ •T h . AFTED _ —I $ RAFTERS (' i I I I RAFTERS r ------------ ' I ;• ;r .r I ,r I I I �� •. r - T-l- �----- r• _---- s s. ! i : _ RAFTERSf 21j I I I I- I• -�- i I I .. . � JT Ij I iy 1 Tom'-' �c'�', -� rA BLDG . # 2 ROOF FRAMING PLAN I j ...l. _ _�. ... _ ---------- . r RAFTERS -------------- a s ••..R•'rw{ �r R I � r____--_-_..___________________ __ 1 GEE "ETS 61 52 ADDITIONAL --------------------------------------------------------------- - REGARDING UNI-,8D(EG F8ZE8 DETAILS, DRIETIBAITONB). UNITA , -------------------------------- r------------------------------- SEE AROHITEGTURAI. DRAWINGS FOR L°J Sn ' J UNIT B 1 1 UNIT i ' FINISHED FLOOR ELEvATION9 1 - , I N ' I I r°l o1 ; ' r°1 reg 1 L____J •I k, I ; 1 LJ LJ , ; LJ L------- ----- J , 1 -- - -Yall - -- I r--- l r� ---� r----1 r , , ----_,• 1 r 1 L_J r-, 1 I I �I L Jr 1 1 I 1 -------------------------- (12 ----------------rr - - -- ------------ 1 Il - - -' I �] UNIT A ------' 1 i---- -- 1 1 ' 1 I I oil ;, l i ' i i t ' i Sit 1 i i 91l ------ --------------------------- r --- ------------------ I Z L°J L°J ' r--- --------------------------� 1 1 I I L------------------------J ' 1 I ' ' ' ' ' ell sl, , 1 I UNIT_ A t ---------------J ' ' , 1 9n _ __ ___________________� ' l L J ---- --- 1 ' ' - -- I t-----------J'"�-----------r 1 t-----------r"t-------..._.r 1 I r.� ro, 1 r-------------------------------- L_ —_ _ _� L_ _ -J 1 1 91, , , LJ l_.J , , , I 9n ' It I -NOPOLM A1C.. I ' I ; i I MOD M 00l�PT A11N! 1 1 ►:J_-::_ 1 '4-+ , , 1 FORIL.AIO�A�14 A�1 , I I UNIT A ' --------- Mlt T71�1 I t ---------------- ' 1 14------ --J -- ----r 1 1 rl r� , 1 '-----------------------:� 1 1 81, 1 I L'J LTJ 1 , SI, 1 ' I"-- F3 BLDG . # 2 FOUNDATION PLAN ; I — _ ►— , , ' ; PRU.tFf r r �----- -_ NOTU: � T --' - ------- - B O W E N I❑ STEP IN TOP of FOUNDATION WALL. BASED ON FINISHED FLOOR ' ____ _____________J '—" 1 ------- --_---__, ; FIELDCREST I ELEVATIONS - VERIFY WITH FINISHED GRADE. i __ 1 I 1 ----------------------- COURT w 1 1 i 1 , 1 1 ———— -- ———————— --� T I G A R D , OREGON rno_,rcrM4 O4Od2 Fd,ff Nn Sd,DWO DATE FC RVARY �r :,1•�M RE v runs C.1Tt . Ofs�M7J�111 r I lHpir r/TLA' . BUILD INC 2 �. R00, FRA i{1 G & �'Cr�111�J DAt l a►Pit N �P" U-0114 thru 0122 MST9 $MEET No, { "T - 13495 SW SUrruncrwuod[)1 26 of 55 IF THIS DOCUMENT IS LESS Ilf 111 III lil III 11.1 I I III I• I I III IIII I�I IIT 111 I 1111 1111111 III III III III I I III III III III III 1�1 l�l 1 11 l�l 1jl I I III III III III II' IIII I I i 1 �1 �- I I 1 1 LEGIBLE THAN THIS NOTATION, 1 _ ��-� 4 �1� 6 _ S__� y�J �/ IT IS DUE TO THE QUALITY OF //�/3u No.7a �j' "' THF. ORIGINAL DOCUMENT. - - -- -- �E 8�Z Fi1Z LIZ 9IZ L 6 Z 6�Z I I G I t L 0 L 8rt B I -Lr I I 1 9 I 14r-�6�i I E l f,i I i T I t I �8 L ' �9 I I I T4 Z i ra�nl VIII IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIII IIII III. IIII IIII IIII�IIII IIII IIII IIII�IIII IIIIIIIII II ,IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII 11II IIILIIII IIII 'III IIII IIIIIIIII•IIII IIII IIII IIII IIII IIII IIII IIII nn nll iullull Ilk Al r 7• .,6 ' .Ar t,0. �.`�-. '! ,,• u , � ,S; �>:�'�i,• .i, r Y' WIT D WIT B UNIT B UNIT A WIT A - WIT A --t--- I 1 , i I .- •- •- - - - �., to ! �" •---'--•f• 1 �1.............::{: _.. :�T�: �: .:L:.._.....-.._ .�. _.._.._.�___�_v , 1 I 1 ( I ,i; I ( I 1 ; � _ i, .'r� I t RAF1'E �I I Icis To • I � I I '" I __• � I I � I ! --,;� jr' '� 810 I ,.. .1 r�..:.� Is ; - • ;• _�� • 1 I , _..�, �r�-' I ll I ;; � L J , i1 r2 ., I - II1, `__ "I'r-_ -a - - RACTEpd / r t - I I i '-^ '•n d ,M "` \11—RAFTERSI I RAFTERS I � 1 I I " TJIa I j 'TJIS 600 SeNTS 61 AND 62 FOR ADDITIONAL H"111IATION « ARGARDING UNITS (EA - SIZES,DETAILS,09gNSIONW. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATfON6 BLDG . # 3 ROOF FRAMING PLAN ,I '4 i ---------------------------------- —� r------------------------------- 1 1 1 1 1 UNIT A —.1----------------------------- - r■, re-I 1 ; •.. 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'` 0R MIElTe eB IPm�� WITe(CFOR I I NIL rITIOI a slaw,,1• -dIL°,DTIVOIONe). eFi Iw4w,KT4RM. d Mlllb�om Flhl°N pf�g0ll iL� .I�i. , A BLDG . # 5 FOUNDATION PLAN _ 1 ._0•• � BUILDING ##5 r FOUNDATICSM :' fo to vu s Inmelw�Jnd fX . M. a ' IF THIS DOCUMENT IS LESS TPTTrT II IIyyI1 I�I� 11h�I III 1 III III IT'j�11��T� 111 I�r1, 1 7 lIl I I III III III IIyI III III III 17 Ill 111 II it ryl T1h1 III III II IIiI IyI III III II111 1 LEGIBLE. THAN THIS NOTATIONS 111 I I wll ��I I I YI�� L/��I I �I I /I I I �I I � 7 DI •� � ��/I I I ++�I I 1lZI IT IS DUE. TO THE DUALITY OF 'rw . f ugusf Rp 19W THE ORIGINAL DOCUMENT. �IIII IIII�IIII IIIIIIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illl�lls IIII�IIII�II�III�I IIII�IIII IIII�IIII IIII�II�I�IIII Illl�lul illllllll lin�uu illl�llll un�nu oll�lw iul�nu uu�uu un�lm ull�nll uu�IHl nn�un uu�nu un�uu nll�lm ol'Iruil30X r i �� 1 �li �t�I �� L -J,f ♦ e� �t �y �+•, �1�ri..s IIT-__ - - —_ } ., .. 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IF THIS DOCUMENT I1 I I I i I I I I I I I III 111 ft7� 1 1 III III 1 , r� II1 111 III I 1 1�1 III III 111 II1 III III I III III 111 III III I�1 1�1 1 111 r11 Ill 1 1 III III !11 1�I I�1 ISI 1�DOCUMENT IS LESS -7� I LEGIBLE 'THAN THIS NOTATION, 1 �I - --I - � --- 41------ �_ 6 _ —__! IT IS DUE. TO THE QUALITY Of `- - - -- 7070 THE ORIGINAL. DOCUMENT. Nox 8 9� as ` E 8Z 8L 11 1 Z 6L S Z iZ OZ 8I I 81 L�i 13�T 9l 6i 6F LL T1 1 �111111111�11110111 L �9�� 1� � I�IIl��1I�I�lIIi11� iili�� IIiiliI11��II�T►�II�III11III i�I1111I1I1I1I1II11III�1I-I1I1IIIII�III11I IIIIIII !I�IIN�I }, '!+\'t.r'yLr'a':;'7F,$'�'i>r�y�-.:.},r b�I*"kr 'F Vin,V-41,f+l..Ai l' I. Y ,1►t .4 c �r.. 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OTHERWISE 8 Pob r 4 _ _- Q FTG UN1yS NOTED IiU= !Illi= IAP 3-2r LAP 3-® 6' OTHERWISE W x 16'FTG a”x Ib FTG I 1A TYPICAL IUALL SECTION 3 TYPICAL POST SUPPORT \e4j e I"•I'-27 "" 2 x 6 WOOD STLC)W.+LL 2 x 6 P.T PLATE W/5/8"•x 12Y r' A.BnLT5.4-0 %ic r - � SEC ARGHL.! 12 AND SCHEOUL EEE PLAN • • / r- GARA E SLAB 2 x 4 STUDS 16"o/c -- POST UlAL�BEYOND DECKING /-{�EGKIING SHORE WALL u.-,_ -- IF�a ee 8 oic - DECKING Iba•8' o/e /,�-- SEE b _ 4"CONG.SLAB BAC K F W..IN[s-LEA r/E ��• r �".-- 7 x b PLATE•-SEE ON GRADE SHO IN PL.+CE FOR NOTE PL7WD. 14 DAYS AFTER FLOUR (2)..24"W E PANELS MAY BE DEGICING -- S1�A8 PORED `r I LEFT OUT OF TWS WALL FOR .tit �' WAWA— ..- 2-04 DONT TOE NAL"B'o/c DUCTS AND.�GCESS _. x 4 NAILER TCF' T / STEP-3EE ARG1 rL xx SEE ARCHL �0 04 x cv�DOWEL 4 x 6 BEAM I TO SUPPORT DECKING 24 o/c r DECKING --- - -- -----1 • ` 2-S;MPSON L.34 FROM BLOCKING t Ilio=Ilio=l WAWA- b"GONG.WALL OATH TO TOP OF WALL BETWE'E1J 4 x 8 - 2 x 4 STUDS TO MaTCH ��--- �ASE 66 b x '� - -r+•� a,, " =B 11-III =II! A - _ 04*24"o/c 1-IORIZ l 1/?'PLYWD.APA 32/16 W/ BEAM /� r ABOVE / 5IMFSON AM 44�4 Y 4 ►-- VERTICAL AT CENTER OF Ima 4 4"u/c 6 EDGES, U�A1.L 10d*;s. o%'F(ELD, _-� �-' 2 x 4 STUDS I6 o'c x 4 F.T.PLATE LATF'1 Jo9 T 1 b1.,gD!FDN UJAL.I.- � BEAM B_OGK ALL EDGES. -- 2 4LTI EDS MORTAR ACTUA ED FASTENERS _ $�/-a-,\ 2,6 P.T.LEDGER LW -� ADD 2-2 x 4 gTULIB -� 2 x 4 P.T.PLATE W/5/8"1 x 12r AT 16"o/c TOP FLANGE HANGER 5/5' 0. EXP.BOLT LINGER FLOOR �- A.BOLT 0 32"o/c BY JOIST MANUF. FOOT NG- • 111=�11 0 24'o/% -� • r BEAM / /�- SEE S 4 V J R•42)00 1 in 4 EMBED - 2-04 8)K Ifo FOOTING W/ d SEE FhN PLAN - - / 2-05 CONT. • • J ....r.� - . I • . :! IIII =L! =I!Ni __I'TI1 III= 11�=VIII � g14 �. 4 11!11=1TI-=III III==illli-=11111 .' ,. i' 9 - - BRICK VENEER WIRE NO 1W-SEE ARCHL.SEE t c HL FOR�D 2 x 6 STUDS EDGE NAIL 1 ' `�-��\ 2 x 6 P.T.PLATE'WITH _ _ � 4 ro �,• 5/8"0x2)'-ID A.BOLTS GONG.STATR6-SEE 4 x 4 POST �ARC14L„ VARVARIES --� 48"o/c /� ARCHL.•FOR RISE 4 RUN EXT.SLr"B- -�\ _ VERIFY T 44N G 1ILD �I--'�--e•--+ 2 x TA DECKING 9E5 ARGKL .AND FLAS{41NG � NO NOT D/�GK FILL AGAINST \ _ - WALL UNTIL L•OUER FLOOR / REINF.SLAB WITH�4 SR"IPSON EF'D 4:CAST SW AP� ` CONDI PION WrTH ARGKL_ -�� f5 FRAMED INTO PLANTER.WALL \ MAX- 4w ' VARIES- GONG. 24"o/c EACH WAY BIe1GK-61)E SRIGK-SEE SEE ARCHL. \ / PLY WOOD SLAB ARGHL. . 'A��• 7177- II � _r WAWA— 6"GONG.WALL UTP ; I 2 x P.T.` PLATE ` 04 a 24c/c T RIZC;EN 1 SEE l4 - UY p/d 1 z Im' I VERTICAL.AT CENTER OF WALL —'�? �+( SLAB ON GRADE ! 04 0 TOP t mr_ ! f.- • 04 TOP 4 04 24"ole VERT. A OGIL.T 4AY a/y Y I 2 x b T.G.DECKING - At PORCH - • ='�� 11 MID-HEGHT MID-HIECaHT -,-_ �--- 2-04 Gt W. - 11 TOP 1 °LlOTTd+1 ., ti 04�24"o/c VERT. A FLOOR POST o LAP 3- 2_0A EXTERIOR -1 - SEXTE OR I AT FLR REAM (s 5• TT-- i,l , �- BEAM :% SEE 04 14 o fi l 13A JOSTSA EE , \ 7 (o P.T.LEDGER,llU _ v - 8 EXP.BOLT v 0 24' o/c LU/i 4 E'-tBED> @14 - - 2-04 A1UNLE55 NOTEDF FDD Ud4L.lI -SEE 8'x18'FOOTING lW (2 )04LOW. FORADDL.INFO. _ a9• - - � �_ OTHEr'.UASE I .�. . . SEE 514 3-04 CONT. i 1,-Ir r I:.�1 R! 2-04 CONT. 5. 10' LAP 3'-2)" �OF WALL 1 •I-r� � r.r-m' r -1-m I,,,r-m, r.r-m��. 8EE 4 18 FOR ADDITIONAL / gl INFORMATION , 2 x 6 P.T.PLATE W/5/8'o x 10' 4`GONC.SLAB A•BOLT 0 45'0/C ON GRADE \ N 1i=11111-III BERRY-NORDLING ENGINEERS, INC n 3607 S.W.CORBETT AVENUE PHONE 1503)221.7763 r ` PORTLAND OREGON 87201 i �s FAX 1 503 1 227-77A =1 1=11111-(I IV n Nqn r0 =11!11-IIII=III 15OWE1 � FIELDCRESIT COURT MARDI,OFA 10N JIM,,..Fct No.: Fa F� 111e7s , hI T E �pakw-1 6 ?V% - r AEN,t,Olk DA FF M•d11A101�r , 47 t y s• MST96-0114 thru 0122 I T i� SW Summerwood Dr ,. �, F P, .\'. :+Lla F'. 'V•� 4: il' •.� S ., TI'. .. .. ry .� �.�i-�� "Y<y, x�. •{21 y " L << i...•, y y.. t 1,1 1 - "1 +Rfi ; w 4 pl IF THIS DOCUMF, - I I I ! 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PI 6 V.G. -__ - - EL. 185.98 - EL. 1 3.48-Tid ISO ------- �► �i _j �i j-- ---- UJ�-� -- en - - --- N -- ---- - - -- ----- C' -- --- - - - d1 - -- 0 - --- ------ -- - Ul p Ill- - -- 0 - - Q * - . �-- _ ITT- _ __ -- --- - - - --- - -X1.60' "-- 7777 wo MO - _ - - - - mm6w G- RAV - -- -- -__- -- IVEWA _ ----� -'--- - -- -- -- EXIST - --- -- --SCALE-10--i 30i HORIZ. J 6r=== _ ---- ---- n0 110I 0.00 4400 5400 6400 1+00 $400 3/4" RADIUS PARKING 6" 20' AND PRIVATE -- - TOP OF A.G. PAVEMENT - DRIVES p •• • • oU oo " 00 o o U0 CJS ��v<� � \ r t'� COMPACTED a / //\\/% ° 1•� CRUSHED ROCK 71 NOTES., I. CONCRETE SHALL ATTAIN 3000 P.S.I. COMPRESSION STRENGTH IN 28 DAYS. --3"TYPE A.C.AND W 2'-0" CRUSHED ROCK OR 12' IVy'-O" COMPACTED RUCK OVER 2, CONTRACTION JOINTS SHALL BF CONSTRUCTED AT ALL POINTS OF CURVATURE NOTES: APPROVED GEOTEXTILE FABRIC AND AT MAXIMUM INTERVALS OF 20 FEET. FIRE MARSHALL APPRO 20 FT.FROM EDG1E O. -J._DER TO EDGE OF SF�ILDER WHEEL LOADING C/•. •...i Al 50,000 L08 (6RO88 vEHICLE ILEiGHT). �RO� C1 f SECTION NO PARKING u I v APPAO\ =D TURN-AROUN" :IF OVER 150 FT. IN LEwGrw FUNCTIONS FOR BOTH I-WAY AND TWO-WAY � NOT TO SCALE _ B' PUBLIC UTILITY EASEMENT ALONG LOT FRONTAGE EMERGENCY ACCE55 ROAD NOT TO SCALE LuG • d I I lIl 3 SAWCUT AND REMOVE - C8 60 LF OF CURB --- ` "^•. 2 MOUNTABLE CURDC2 j .• :. 180.3 18 1 CONST. GONG. DRIVEWAY I I -. X84.5 -- _ - - ._. ----- -APPROVED WETLAND BOUNDARY �/' -..• / 40 G8 PER WASH. CO. DRG. -``�' - �'� ! 181 NO. DW-203 ... - - 183 1` 8.3 Via.• ._ .... b / y yt v • ._ ..__..,_`- •.'e � - 25-FOOT BUFFER ADJACENT •- --}-------- Ix _ I e11i 131.3 p , �` "`• TO WETLAND AREA �r•� _..._. - 181. 1 _ X • \ X19 _ CONSTRUCT WHEELCHAIR ` -._. � _ .._..- _ ____ .. -------- 184.5 ----_ �., � .. e-s � - � � I 181.3 C8 RAMPS I _ �_..� i 5 O.A 160.3 `'rti� : -- -13 b 0 . . ... E -- 18 � � ' l I ~ -__ - - A19 _ , - / - .. r_•... ,,�..- `` -�$0 3 185 5 y4! ------- -- --_ - 185 --- - t / T$O'� � _ �••" - _ _ _ - - .,180 3 _ _ r 5� ••':". -- 5 4 5CD) _ �� i��- '• \ \ B ..... 4 �• _ .. _. 186. i r C � i �. \ \ \� �� _ - - _ 18152. - ..182 18 184.5 � _ ..--•'' �� \ \ �• 2 3 182 '� n2 03 O ........job:& y 181.5 oll / \ ` ♦ 184.5 -� - �t ... \ - - �' CZ \ -' •' ,...._...- y t-_ _. 6 G1NDAVID tatS,F RVLTDR9, PIaNNtiR3VANS AND SS1ANDaCAP6 ��. L 1 I 186.5 181.5 ; ;! i 2628 9 CORARIT AYENU6 POH7IAND, OR A72Qi (50923 666>f .� 184.5 � � ... .• � ��'� 8 1 r ' 8� � -- - OWE N 184.5 - •l 1 q -_ --_. ... ...- '` •.. -- - r• - _ - ``- 1 -- 186.5 - FIELDCREST COURT ' r I ♦ \ ` RIM = 186.18 186.5 _ 86.5 186.5 �T t 186 5 r!' ` E I8" OUT NORTH - _, �•-\•� - - eBl•. L1 � J - 50 TIGARD, OREGON W 18'1.5 18 .5 187.5 IBS. 186.5 186. - -86 \,..._ .• o \� I y1 186.5 >u 186 5 seg �.5 ; 3 \ .._..- � I ®� I I - - .__---'".1"-• - - '��• � - - _- �- 186.5 b \ "�1 •I `• - i W I �J) ` . _.. _ _ •• - - _ RT•SECT NO : ---- ._....., _ LF NO . 5 -'' - 1 181,5 \ ,-- _ ___ - - 187.5 187, _ - - - 9a -. F ARCM 3 F4 1. _ __ -_.. - �' .._ oA�� FEB 7 0 19 D II_lA. q '"� 181. _ -..._ _.._._._ l i \ �i �-m - ._ „I�•Y Evly . IDA iR OFICRIrTiD11. QQQ 1 ... `C� 1 -y. - n o sop- 189 C J(s ti 111 - ' "•r� 1/f -j r' 1l 7I I 11 19 ° "-Y S� �$ �' r' I uLL / ti'Y�, \o.r •'f� .1 ( 1 n ° _ IM 188.58- - -- I I, c t R • y � I 'rK V`' 'V� v TEL ''I - RETAINING WALL WOOD _ I / �'* .d RIM = 188 1 I BARRICADE - -- - --- GRADING PLAN' a x 51CkWICA - x Ill _ I 20' EMERGENC; ACCE96 ROAD cz; - AND * PROFILE Q I 1 , M 111' 196-ull41hnr0122 t .•r• .. , ' 1~ f tiW Surnmerwood Dr _...�_...:,......b......►..s,eew•r.:•...,•.rw.. •.,.....,.. •- _ --_'.-�...._..�.• r.•......,r....,. .. _ .,. �.. 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FOLLOW MANUFACTURER'S ; 3 BEVEL END OF PIPE RECOMMENDED INSTALLATION r 1 / TO MATCH SWALE END SLOPE ORIGINAL INSTRUCTIONS. - / %GROUND 10 5 - 3.59, STORM SEWER c_ �____ OUTLET PIPE VARIES� - - 50OX 1"11RAFFI FILTER 12" OF 6" RIP-RAP i F:45RIG OR APPROVED FILL, VOIDS W/ 3" " - 2 EQUAL CRUSHED ROCK 3 5I0SWALE TYPICAL. SECTION NOTE: PLACE RiP-RAP ON END AND SIDE G3 rECAXt N F SLOPES TO A MINIMUM OF 2'-0" ABOVE SWALE BOTTOM I STOR1"1 SEWER CUTFAL EDGE OF CUT G3 WAS.- NOW . ; ; EDGE SUBGRADE BACKSL PE a �• 5 2'. PAVEMENT-� EDGE OF A n SH7ULDER�1 \INLET FRAME • _ AND ,._.,-♦ � -�_... -• `,`•� BOTTOM __�- _ _ /�,� M. NOTE: INLETS ARE TO _ '.ii - GRATE OF DITCH •-' BE LOCATED 2" FROM n _ C� CURB AND 1" BELOW ,+•. FINISH GRADE. TAPER 3iP 6WALE TOP BANK AC TO MATCH FIN15H " CULVERT GRADE. HINGED CLEANOUT 28" x 26" G.I. GRATE � `"`- � --•-- -.- PIPE NOTE: " J,�i W/ BICYCLE BARS SPECIFICATIONS FOR CONCRETE r'i A �5` PATIO OUTLET --� AND M15C MATFRIAL5 USED IN - � I FLAN CON5TRUCTiON SHALL C ONFORM T THE rURRENTO Su.D.45 BEND OR "STANDARD 517°CIFIGATION5 FOR ,^ - g r „ 1_ �"�--•./ .. OR FLEXIBLE "IGNWAY CONSTRUCTION." PAT Io COUFLINC G' ?i 3, _ _ 6" MIN. • • ' " ' \ DITCH .'" '' ,' TOP OF SHOULDER �. '• - --...C""" ^ \��0.� 1-_J BOTTOM -PATIO PIPE SIZE AS -- SHOWN ON PLAN ��. 3O• \ g� �� - T- -- •"'-`� 180.3 1.. 185.5 DITCH BOTTOM `r ALT. LOCATION 41 `: ' OF PIPE' ul -- In ' re)'NIBIOSWALE DETAIL G3 bCAL.EJ 10 • ZOr ,r - 24" 50. 10 GA. OR E. AS S+�CWN PLATE INTERIOR t _1 -- __�`�.._ '�-__i-- - ON PLANS EXTERIOR PAINTED - W/ ASPHALTIC PAINT 31 31-33/ 11 2 SYPHON CATCH 5ASIN SECTION a-a SFECTION B-B , G3 BCALE, NOW 8TAND,4i""%% DITCH INLET DETAIL G3 8C4"t NOW I I I Q STA. 4+10 LINE "C" - STA. 5+13 LINE "B" STA. 1+00 LINE "B-1" 1 5TA. 1+00 LINE "C-?" I STORM SEWER MH i STORM SEWER MH RIM 182.5 RIM 184.8 (s) � I.E. 118.43 6" I.E. 118.18 6" (01 I.E, 18.28 all '` I.E. 118.60 8" l r. 111.93 L"" _5 BIOSWALE 1 b°ca !80. \ *% C3 � 6" OUTFALL ' 1 I.E 11 13 3 BTA. 2+49 ' INE Crr 3 -- 180.3 -� STA. 1+00 LINE "C-1" 18 LF 6" STORM E EI:JER MH - \ 5.0.010 ,,�% • . 184.5 RIM 184.5 /� H 118.3 I I.E. 111.81 6" X )0 �` 2 CB DITCH INLET 4 r/ 1 )( e73 � 1. I.E. 111.6412" - 45 I.E. 111.39 15" C3 RIM IB2.4 LE. 113.00 tU ° LE. 111.90 STA. 2+53 LINE "B" 1 \` STA. 1+00 LINE "B-3" S 114 .85 SEWER 7 / J 181.E --- E. 182.5 e.1.8.3 / STORM SEWER MH 5 C.Y. RIPRAP /- -- ` RIM 183.6 STA. 0+10 LE. 111.23 8.. i��' •' Vii-- 181.3 6 C_> STA. 2+85 5TA. 1+00 STOW SF.I�lER OUTFALL I.E. 116.66 15" e STORM SEWER MH i �'� I - - 181.3 185.5 I.E. 180.50 �� -- - -- - I.E. I B.50 STORM SEWER MH � RIM 184.5 � _4 1f- 182.5 118.3 `- RIM 183.8 CB RIM 180.0 � r ./' A u - - ^ A RAI - - ^� / a RIM 183.5 I.E. 115.90 8 �� _ -- CB II - �_'�g �. - 5 �' RIM 183. � _v =�_•'� 15 '/ 1 � � .. - 1: 119.50 �\ I.E. 115.15 15 � 181.3 RIM 184.0 STA. 4+86 � LE. 1 180.3 -- -- - --- /� �. A 1, I.E.E80.0 - 1$4.5 I 20 LFu 181.3 Z- 85.6 i' 185.5 182.5 e h 180.3 180 - 5=O.Oi5 ,- 11J: I.E. 119.42 vLu F YY _- 11-:3 _ - _ 190 Lrr 6" 180.3 4�� 185.5 „ t' W I t I 4.11 GO I 184.5 180.3 -- CLE. .50 1uj . 184.5 - - A___L � -- -_- r .. 411 E11 CO 0 - 185.51 T- LE. 119.5 180.3 I. 8.50G 50 - I I52.3 I � 184.5 - G 1a2.3 182.3 H i 8 U RIM 18 183.5 .�.� -- 18A 5 -1 180.3 -a 3.n IB5.5 �. �. -- •_ I,�. 1'16. D - 184.5 � � 1 •• Lam., ---- - -- - _BTA. 3 INE rrBrr l9 L -+- ; - -- _ --_�1 t q� STA. 1 O IN "B 2" Lf �h „ 184.5 - 184.5 + _ z- STORM SE 186.5 84.5 to O RIM 18 '\/ 4" GO _ . � ' 184.5 lee, 5 186.5 1156.5 - - u - 1.1 -11 3 6° -- Ap- 0. L E. 183 50 I 181.5 I.E. 11'1 33 12"�� W I '84.5 v,� lee, I.E. 11108 IS 186.5 „ _ c - --- _ DAVID EVANS AND ASSOCIATES, INC. Rlyi'T8 _ ► l } , K - ENGINEERS, SURVEYORS, PIANNERS, IANDSfAPR ARCHITt" p ® I _ r - 184.5 50 4 � - 86 5 1 l I - 185.5 - O �S " `p 26M Sir. CORNETT AV•EMJE POFWD, OR P201 (5M)M 860 �. _ c 01 185.5 S ORM 5E R MH l^L 0 - - - _ /'mak .50 4 GO QO 81 LF L5 7 - 186.5 t 1 '85.5 I.E. 182,5 185.5 O C--ZZ R M 181.00 y`� 4 U 185.5 -t �_ - -_- - N I. 118.46 8i -1+00 rr---- I - , G.B. 1 - - - _ _ bn GO - I+75 $" /f-�-- - - i= =--- B 186-5 8;Fj ---- RIM 186.18 1 �, _ -- --- - � BQWEN 1 I.E. 18" OUT NORTH _ 86 ' �� 186.5 186.5 + CNil, 817: 5 186.5 l.L�12.5 St MH 18 .5 185.5 - D..1� FIELDCREST �R.IM 184.5RI I I 9 - E. 180.5 ^^ --- I.E. 116.21 I rr IB u5 - - v V U R T = 119.80 - -- -- , ., -- _ 6 - S� - 86.5 -- - _ _ - -- - bn CO 16r __- 18 5 186.5 A D i W I.E 180.60 b'.5 ISl.5 8�.5 d 1 J u 86.5 aD O X11 M 185.5 -- - - - 1 ® I 171 186.5 D� n_.i 18ro.5 -6 _ J U 181.3 186.5 88.5 IF 4" r. - - _ _ _ -� CO �u Al - I . 411 CO I.E. 119.19 186 5 I_ 181.5 I.E. 184.5 .�. . 50 15181.5 4° #8-LE 181.5 c x T I G A R D , OREGON A03-.00 u L J 4» O J [� GO 1 I- -` _= r, 1 I I C148 6 d3- I ! fR 1 Y - I LE. 1 .5 \��I`(=_83.01 �_ vnn F:rr No MCMY0001 \t STA. 1+95 /6� -•'''� 3 L� 80 F b" ,_ -_.-_ F4.F Nn MCM-40174 \ �__- STA. 1+81 - -- - - 0.4rE FES. 7, 1996 � I 1 A RAIN A L� }' STORM 8 WFR MH j / !88 (�I __ -""" __- . (� RIM 185.5 RIM 195.5 I.E. 180.91 6" AREA IN STORM SEWS MN AREA D IN CB - b CO `- �e�nati� • e�rE r AE.sQR/raN r LE. 182.5 LE. �e, LE. 180. 8" RIM 185.5 RIM 166.0 RIM IB .5 RIM 18 b" CA;)-- -' LE. 181.85 SAN I LLE. 182.5 I.E. 111.12 15" I.E. 1820 I.E. 18' -10 I LE. 181.05 RIM . 188.58 -- �n I L 1 - �+ -- x- k- -+r----�«- -• I rte- ->c .c� 20' EMERGENCY AG�ESS ROAD } ,� TEL %` WOOD RIM _ 188.11 - -- I BARRICADE -- ( } O 10 20 30 60 120 , r I II SIDEWALK x Lli t 1t �FL r rlrl.! I x ._1_ I� r ` ` . STORK SEWER PLAN MST96-0114 thru 0122 I y 13495 SW Summerwood Dr cO I lrrBFr No . 3 37 of 55 r P+ . i -_ _ __`_- • - _ _ - ___ _.._._ _._-____- - .r.dr6,....,.....-.w. ria...��r=ru/IrY=I��r__'_ •r. .'w'.+,.rw*/wnAwym•.. „.u,.M11�'wNf.►u '" ,nw. ....rr. . ., ...,. .... .. ,.� .. • .. ..,.-_.. .-_ _ .,.....-...........„........wsr.r,M. 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H71 - -T ---- IJL 1.066" -- -1t1 -- RM 1.6 - LE,awu TA: oioar . - IE: STA, 6.60 MN ST4 0100 "A-7" - - RIM V4.6-- _LE.111x.70._ - _.-__ _ MM L!. 111.04 _LL 116,al mo no Iw 1111-in I II II LINO I A I I II 100 pollea 60 MW ___ 1 _ _ 6" STORM TER no 4 STORM 4- WATER II E S-r0:00� • • 0:004 __ -_ - -101 E 0.004 _ u 49 LP 6' •OD4 --- -- � MN _.� -_ -e-.-D. WS MN 8.024_ _ 04 INI RM 184.6 . . 4 I.E. 116.7 NkIL 44 a1z 110 _ - __ R" 824-T4O MN 7360AL + .414 0_ _ f. - 9113 LE. 113.10 G.i LE. 1`1 .40 OUT •E 14 - - RIM 04,1 -tit .. .113:8 y-- .. _ 0400 1400 7400 3400 4400 15.00 6400 1400 6400 1400 10x00 LINE IIAII I TABLE OF SANITARY SEWER fU I °I CLEANOUT INVERT ELEVATIONS Q I SAN• SEWER MH (AT BUILDINGS) 5 6 a tt NO. MVEIOf ELEVATION CB A-I 1 A-1 M.00 C8 \ \ BAN. SELLER MH A-3 tiro A-5 115.00 BTA. IL81 LINE "A" . A-6 I11.00 \ STA. 0.00 LINE "A-1" A-1 t)ru A-9 M.00 CONNECT TO \ BAN. SELLER MH A-Ips A-17 115100 EXIBt. SAN. SEWER MH 49 1803 A-B t1ru A•16 118.00 u BTA. 8-40 LME "A" / A-Il 118.00 STA. 0.00 LII` "A•4" 5-1 111.00 ` / 5-4 tFru 5-6 119.00 180.9 \ �1` BTA. 6.68 LINE "A" SAV. SELLER MH QQ 114.5 e_t ` - BTA 0u00 LINE "A-3" C-�tfru C-3 IIBLOC D7.00> 33 II`\\ SAN. SEILER MH 180.3 I C 5 180.0 IB .5 e E e4r� I1D.3 \ BTA. 3-30 LINE "A• E / ` t� Ti C-1 118.50 SAN SELLER MH p _ " STA. 0.00 LINE "A•1" / C-1 1 C-9 163.00 4411 .9 BAN. SEWER MH C-ID 180.00 E L C-11 100.00 110.3 181.3 C-17 111100 yu I .. C-13 110.0 .� ) lV-•� IBt3 � I C-14 110190 A -- - BT:&EIIE i I e-ie I 1 C-B 1C•W 113100 STA. 4.15 BR MH �� IB5.5 C-h 107.00 i 181.9 118.3 BAN. SELEiRe i I81_9 1 ) i l 0-1 Uru 0-6 183.00 ♦ 7 191.3 185. j I Mar 0.1 Uru D40 183.00 �♦ �. _ 0-11 I8I.50 R a B LP 6" SAK �- LBO. -- I 0-1`7 188.00 404040 3 m ry I� - 185.9 IBd.S 1 \. IB1.5 - 100.3 100.3 ` y 111.3 165.5 I uLq,P+ 3, y IdGy{5 L-13 1 •V G1 l-3 x9 � 100.3 I189.5 6 I x' a�o� ry a b' IB0.3 84.5 T \ ig I eJt i _I - N I 1 I84.9184.9 A=Z1103 I �y3 IB5.5 J-DBL6P6• - 1013 187.3 187.3 187.3 184.5 1 �, 1A eUn _ AB IBa,S j IB1.5 \2l Rn. Q I �� 186.5 L._ ___ 104.5 1 LF 4" � p 104.5 ' iB6.9 IB6.5 ,x.� � IBI.D 6 LP 4" 1 (i ___.___`� � i 111.15 � nJf IB4.9 186.9 x- m - nJx r DAVID EVANS AND ASSOCIATES,.INC. _ Excv2loo, suHvxroRa Fuxxea. Iwmsc.we uxlvletlE W B � IB6.5 A - IB6.9 - - 115.5 IQ 3qN n r = t n� sl "velux ItlRHAN, Rx x ( )ffi.1-xe6 IB9.9 u 109.9 IB5.5 " „--_ _ - 115115 1 9 LF 4' .. _ _..) t!� NxB6R TNI JW l� u c� 1y1 1.E. IDO. a LP 4" c1 J'- 1 I66.D " B O W E N ._ _ IE. b7, RIM . 186.19 1 IB6.5 ' 4"F .00 I.E. IS" OUT NORTH IB6.9116.9 106 9 106.9 y rjj I IBLs " I!♦5.5 Q 18L,�5 "1 FIELDCREST v- . 1,9.80 7 LP 4" 9 LP 4• _. _ _. 1' IB6.9 tJ m 1186.5 18,.5 _ _ - COURT 4 c:14 - --- c_11 ® I 18➢1U. .-•115 186.8 18x, 161.9 ,9 IDS 9 L 106.9 ny 181. 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' o.rE usuwrw RIM . 188.50; I I - x..>•- x �+ -N+-�M�- w�- .+1- m x P TEL i I I WOOD / c RIM E 118.11 BARRICADE L1 020 30 60 110 o x x SIDEWALK t I I A • . eMEr rrtLl SANITARY SEWER s I m I PUM AND PROFILES s MC15 I4Wxup111 er•E ( £ LX<45 SW SW Nx111R1eFwOp4 DYl ,l \ 4 N C4 155 I • - xua,_---s- _-n-�+ j _ . +-._..y-.a..-. _..'+r..M, -_ 1111. /I$Y.k! . 4... •..� .,,-. .,_-ouo`T:a'Ml/P?9._.wra _ - • __ .. ��yy� �� ,%+m•. t _ _ .._ } __arL. .. t .. - _. 111!1�.._. .. _._. .. : aEp�El�xzv` .. .. • _ - __ _ _ ' IF THIS DOCNFF.NF IS LESS fll"1� I III I VII111IIM111111A???��{II I�fjll111�(jnI IIIZIP(T�III 1 1111111 11111 1 11119 VIII 1 Ij IIII11L 11 I 11111111 111 I I - LFCIRLR TFIAN THISNOTATIpN, + - =1 I �I I �I I ~NnI' xs♦� �1AC, I 1� ,9r.�gus+ aa � I IT 1R UF. TO THF QUALITY OP TNF ORIGINAL DOGIINF.NT. '� '11111141111111111111,11111111111111111111111111111 1111111 w 30X I TEE PLUGGED OS5 I BEND I',-UG OR CAP X11 211 BriASS AMERICAN MQDC.AW WA APPROVED GATE )ALVE . WITH 2' BRASS PLUG (HAND c� w 4 11(11' WITHIN sFREET R/W APPROVED BY CITY OF O OUT41 E STREET R/W -HYDRANTS TO BE MODERN MUELLER CENTURION , A-423 , 6� 4'.MJ,5 I/4"MVO, � :a,\�,;,; �. -- PAVEMENT ------ - - - ,� UJ�� U � �� 3 PCRT - TWO 2112" NST DIOSE CONNECTION AND ONE 4 I/2 NST PUMPER RESURFACING TO BE MIN. 3" CLASS "E3" AS � -' 1 1/2" PENTAGON OPERATING NUT ,OPEN LEFT , COLOR ' YELLOW. --� ASPHALT OR MATCH EXISTING WHICHEVER TIGARD ENGINEER � APPROVED EQUAL WATEROU$ PACER 6790 or CLAW MEDALLION 1��: 18" - IS GREATER. TACK ALL EXPOSED Cl : ' e-;':q.'• •' �.•-d .`. °''a'• / ) ra � ,� ` 2 -oil� +'.,. '-' -- _�. MIN MATERIAL .----------__ Q " BEHIND BACK OF CONCRETE _1i�` SAWCUT A.C. \ I Q CURB,AND/OR TRAFFIC BOX j' _ �� A d g" - _. - BEHIND BACK OF IN FRONT I ,, �' l»_-_.__. 'o'.e; ---� �\ SIDEWALK OF CURB 111 1 I 4 MAK/' II�':/.:.A IIII �`-AllpMIN- -- // �� 1 111 Ill�jflll °o • p-' _ ¢_ 1 �� I Q. •:a.II I . r •. jut a I e ' 1+" : :,y' k: 0�0�0 �- �� !• \\i 17 Islnllll o°°0 ;L - =~.1 fr`: �IJII�111, ' , ' ��' ;CLASS - �.. SAND BED TO - _ sl, Q II:° j IIII ,'•�. •s: �J, „AI, V6. - NO. 910 VALVE BOX TOP TOP OF COPPER 1) _= _ .a �1 �11��, .' BACKFILL i CUSTOME#Z W/ 6"PVC PIPE 3034 ,� ° II I=111 = I I ,;o'r �I, 3, I(q li �� ' 'z e'vx �/ lll= 3/4 ANGLE METER STOP _-• 111 it _f - U 2 CLIPPER 90 ELL I : : '.'-I 1 3/4 -0 CRUSHED = ,. , 1== II LAT. F• _UGGEO CROSS TEE / III d' ` III/ MIN IIII , ' ��({� 1-IIII- w COMPRESSION x METER THREADS SERVICE LINE 3 OR / RODDING I - �•A'4 lL ROCK BACKFILL SII ,: • �� r IIII=1 1 > MUELLER H - 14258 CONCRE-FE THRUSF BLOCK SCHEDULE I ( LESS MIN. 2" COPPER PIPE / RETAINER I :�,a`'- COMPACTED TO 90% " �_ � 1C�II1 �� ' `_-- ----- - K-HARD L " GLAND -111 ( PERe \\�\ 5/8"x 3/4 BADGER METER {GEARING AREA OF THRUST BLOCKS MI SQUARE FEET) MJ 2 IPT AASHTO T - 180) --- PAVEMENT PLUG/CAP -I - i . . ` ' ._' ' . :, i' r 3/4" PRESSURE REGULATOR FITTING TEE LAT 9CP 0 OR TEE PUIGGED 4S° 22 L/2` 11 1140 1--1-11Tf� r�� / / ..- s•,o ty: : CONCRETE STRADDLE , y r� SIZE(IIrcHES) Pwc;OR SAP Pux D CROSS oN RUN BEND BEND BEND BEND '�` BLOCK .;' - . ��r+r�`�� ( I F REQUIRED ) if CUL-DE-SAC APPLICATION : "„'..; 1��i y\ g WILKINS SERIES soo 4 0 I .3 o I .9 02.y 01 9 Of .3 -- -- „ . . , y 6 02 .8 04 .0 08 .7 04 .0 02A I oI .3 10"-- -- -- STOP VIEW • . ; \�rG' Ilil-- - COVER DRAIN ROCK 11 IIi 1111 M 8 05 .1 07 .1 10 .1 07 .1 03.9 02 .0 01 .3 E 6 FLG x 36 OF BEHIND BACK OF CURB AND/ T 10 07 .9 11 .2 13 .T 11 2 06 .1 05 .2 01 .e WITH 'TAR PAPER „ OR BACK OF SIDEWALK - "�' j(I s _T '-' ... " •'~' - 12 II 3 16 .0 227 18 .0 08.8 04 .5 02 .3 BEFORE BACKFILL MJ GV I! 3/4"-0 10" - PAVEMENT _ M Tu MIN. I iD : ' ' - :. •' ti ' IIII I I 1 14 15 .3 21 .7 30.7 21 .7 II .9 06.1 03 .1 y �/ l II ..• ,, : �. I6 20 .0 r •"r' -1111 28 .4 40.0 28 4 15 .5 08 .0 04 .0 =IIII II d °'°g ° !�� wt�o° " '� v Z ^- _ " T1111(IIII / 22 1/2° 1 8 25 .3 36 .0 50 .7 36 .0 19 .5 10 .1 OS .I oor 11 - TJ x 2. IPT PLUG a o + L�-- _ } - -- ----- --- • - OR MJx 2"IPT 1 j cr & ;,, -- III 20 31 -3 44 .4 62.7 44.4 24.1 12 .5 06.3 _ V till II " ° L: -''••. „ 24 45 .3 64 .0 90.7 64 .0 34.9 18 .I 09 .1 u 0 0 -2 BRASS ° PLUG/CAP 3/4 CORPORATION STOP WITH l-iT o00 ! III° „° "" AMERICAN °d•6'e :,, f: ..,�,� ;; AW WA TAPER THREAD ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P-S.I. AND AN MADE , AWWA A PROVED GATE -_ - • ' , • •� • l INLET A ALLOWABLE ;�;,�• .• ,� - •; • , ••.-' L T ND COMPRESSION SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 11= o ...•. T VALVE. WITH 2 BRASS PLUG II11= •, , �•:.•'•-. • . •:, 1< U - II ° o �, .<.uu _ FITTING OUTLET. COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING ( NAND TIGHT) °$' Q� 2" MIPT MUELLER H ' 15008 STRESSES, USE THE FOLLOWING EQUATION. „ 1 �, ADAPTER PIPE BEDDING AND PIPE ZONE ®FARING AREAS= (TEST PRESSURE/150)x(1500/S011 GEARING STRESS)><(TABLF VALUE) 6 MJ x MJ (LENGTH MAIN WITH MJx 6"FLG TEE III ------ 9'r4 t11 W/2" COPPER MATERIAL COMPACTED TO 95% , VARIES) HOLDING �.; :• ,r�1'• '`1'• PIDE ANIS 90° WATER SERVICE NOTES SPOOL (SEE PLAN FOR MAIN SIZE) III -_i; 1� - "1 'a-.•/�� tLL - 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. t I I-_ - =J 111'6 9`A,�� . ,Ayg.'=III 4"x 8"x16" CO"dCRETE BLOCK _ � .. NOTE FOR INFORMATION ONLY . TIGARD WATER DEPARTMENT INSTALLS 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. I •� �-CONCRETE 2 COPPER - a':' III= 11!1 3. TF.E REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN I I!2 YDS OF I I/`'1- 3/4" DRAIN ROCK METER '90° ELL -1111 ISI =_! ==:1111- COPPER SERVICES AND METERS. TWD WILL PROVIDE PRESSURE REGULATORS ENCIRCLED ON THE PLANS, e.g. 15 INDICATES 15 SQUARE FEET BEARING TRENCH SECTION DETAIL FOR 5/8 x 3/4 AN METERS IF REQUIRED. Iii I_ i;�.j-- AREA REQUIRED. BOX SAND BED TO --2"COPPER „ If 4. IF NOT SHOWN ON PLANS,REQUIRED BEARING AREAS AT FITTING SHALL BE AS PIPE K-HARD TYPE"K SOFT COPPER SERVICE -ONE METER FOR EACH SERVICE INDICATED ABOVE ADJUST IF NECESSARY, R TOP OF COPPER 3/4 COPPER SERVICE FOR 5/8 x 3/4 METERS TO CONFORM TO THE TEST CONCRETE THRUST PRESSURE(S) AND ALLOWABLE L BEARING TRESSES) STATED IN THE F STANDARD FIRE HYDRANT DETAIL BLOCK I COPPER SERVICE FOR I VETER� SPECIAL SPECIFICATIONS. (PROVIDED BY ENGINEER) ¢ 2" COPPER SERVICE FOR I I/2 TO 2 METERS 5. BEARING AREAS AND SPECIAL BLACKING DETAILS SHOWN ON PLANS TA ' i END OF STREET APPLICATION DETAIL NO. I OI NOTE : CAN BE PLUMBED WITH GALV. PIPE IF TEMPORARY B.O. THIPRESEST rN�ARD OVER F7A BEARINGAREAS ARTA OLF THRNJS� BLOCKS NOWN SETAILS SHI QU FEET . _ DETAIL NO. 108 ! STANDARD BLOOM OFF ASEtCMBLIES DETAIL N0. 103 STANDARD THRUST BLOC LNGDETAILS DETAIL NO. 102 'DETAIL NO. 202 TIGARD WATER DISTRICT STAND�,A� D ETAILS 6CALE• N" tti �I , I ' I _ A. 8x 5 8 1 J 6x4 TEE W/4" GATE VALVE /� a L-- 180.3 �� ` 4 GONG. THRUST BLOCK 118.3 181.3 Ibxb WETTAP ___r �` - 18 As \ - bx4 TEE W/4" GATE VALVE 181.3 E VALVE _ �\ 4 CONC. THRUST BLOCK �/ -- 1.3 -- J 1\ 1 2. 17 ` ✓ ��' ' 181.3 185.5 /j oe t/CONC.611 T THRUST BLOCK 1 /� � `\ � I ��,..•'•' ..__. A_Sg i � I ♦4' � 7� if t-= �' A� v � j � �g5 5 I �► �L - P I \i \ �f�. 181.3 /� bxfo TEE WITH a w bxb TEE W/ ATE VALVES / f --- AMA I b" PLUG, TAPPED 3j4" p� A CONC T 5T BLOCK - s,�,.-� a 185.5 t, w 182.5 A� 180.3 80.3 \ i i- . - 18913.E S - a cc 185.5 _ _ � . hr- � 'v X i w 184.5 18C.3 185.5 184.5 �� A=u - - _ 180.3 -- -- { b 5 - bx4 TEE W/4" GATE VALVE 182.3 182.3 184.5 - - -- -_ 4 CONC. THRUST BLOCK � _ \ � _ � 182.3 1823 _ 1 185.5 183.5 "- ' - -- _`� 84.5 180.3 lI i ALI Bpi Aatl / ' 18"1.5 -� A=2 t c.lz - , --- •�`\" - 184.5 184.5 - --- I � - ..... - ! 186.5 186.5 i 184.5 186.5 186.5 j ---------�.` ��- 184.5 ./ /'� -_- - Z 15-15 ` - _ _ -- � ��'�` _ _-r- � ,`,5 � 1:=121 184.5 186.5 186.5 ! X - 14 - .- ----- -Ii-�' - �� ' � - r� DAVID h,'VANS AND ASSOCIATES, INC. W ® I - G=i - I C� I 164.5 I - b"� 1AI - - i" 86.5 -_ '� 1 x-- ENGINEERS, SURVEYORS, PUNNiW, LANDSCAPE ARCHITCCT9 J � _ - 1 1 H !L 86 5 ----- --- - 2128 3.N. CORBIM AVE" PORTLAND, OR 97201 (503)223 6603 �. -- - � �.� �._ ;•Nc gin.. . ° v 185.5 - �_ � ��,_ -• , ,85.5 „ !, B O W E N ! C.B. - - - - - �� --- ---- -- - - - E 186.5 l RIM . 186.18 I 180.5 186.5 186.5 °" 186.5 _ - - -_ 18, 5 Q I5 5 8c is FIELDCREST >- I.E. 18 OUT NORTH _ 186.5 ! I 1,9 Ro ----- - - _ - _ ` _:= -_� _ - 1 ---- C B I 188 �_�. _ - COURT p86.5 > ® I 81u i8 5 18 8 18 5 18,.5 186.5 1A 0 >z� 18,.5 E�h 5 ----- _ r - - - -- 122 5 c - ----e -- 2=z --- - - ! W e I 2" BL A S`r. � ?" L ASSN -- --- _ _ �-� _-- - -L•-•-o 187.5 -- _ l.--_ -J - --- -.-- --- I. -- 187.5 186 5 Ce Y ---� x TIGARD, OREGON 181.5 18 .5 18,.5 18,.5 l �' '89.5 189.5 3 Lam - C-9 � 1 i tesla 1 - Q 1 �-- i ?" B�QUAt35Y. I JJ I I '�- _ I L a 1 _ I r:v„_Isc• ka MCMY000'I «G-. I J I I �@- rn_r NO MCM-40F4 l7 I I i „,E 1 FEB. 7, 1995 J I I I I .rvre nx,9 , CA TIF DElCFIPrWN 1 rp I I I I 5ANLp RIM . 188.58-- I - - n I x- - - �_�.lrr--,e ,« -�e - ,e-- IID TEL. x \ WUUD * r N RIM 188.,I --- �� I X REMOVE PLUG AND } _ - O 10 20 30 60 120 BARRICADE -- CONNECT TO b WATERLINE o i 51DEWA1_K - 1 W/b" GATE VALVE r l 9..EET 7fTLE. X II WATER PLAN AND DETAILS - '- .1sT9�-ol l4 chru U122 I 2: STT 5W 14 ru 0wood Dr C C' �.. of 55 a' • ry _ .. „•.". . .:. ._ ,.ni"MST+MW+Mc1..n..dM..:.•,..-......._.��•n..a....n,._-..,..,.. . ...__.......•..:L..�»w..w...........r,l..f. w......_,: '. . ,,..r •.,�. c. I l f l l l I l l l l t l l l l i-, I I I I' I 11 Ili Ili III 111 III I IIII 111 111 III III 1111111 I I III 111 111 III III III Ili 1 1 111 111 1�1 I l 111 111 1111111 III III IIII I 1 '�ll � lll 111 it ISI IT � I ' 1 1 1 1 1 1 1 I I I �j� I IQ I l 1 IF F THI R DOCUMENT 1 F LES` --- -- 1 - =L--- ----�41. - - �L... _.. 61 ----= O LEGIBLE THAN THIS NOTATION, �Q� IT IS DUE TO THE QUALITY OF I'10•� �' Y-:"' �/Vl �/l "771 THF ORIGINAL. DOCUMENT. tw A11111111-111111 L 91G L�E 96 �Z S��G ��G TL U17, BT 8�I L��l �9T �4T 6�T S[ BT Ti T 8 8 �L 9 11111IIIIIIIII IIIIII111�IIII IIII�IIIIIII11 Illilllllllllllllllllll�ll►��III�I��I III'�IIIIIIIIIIIIIIIIIII{IIII VIII►III IIIIIIIII 1111111IIII111 11 111111�111�11 !II! 1111�1111 11111111 111II11�1 1111�I�IIIIIII1�11�I;11 11111111 111111I11111111111T11I1111 11111W11 f T f .• 704 THIS iY1[ OF MAMHOLE fSHALL0 / K USED ONLY FOR PIPE SIZE STEPS OF 74" Oh LESS. O O O O O O S O O O S O O 1 O O o O o W.IN KKR LINE / A A B nOUI� d LOCATE MhNIOLE COVEN AND FRAME OVER LEDGE SANITARY STORM L017 �10 ]OO❑[71a " OF AT LEAS 1 12IN WIDTH � 3/4" SQUARE D O � 4O❑ / MATCHED �- TCHEO FINISHED GRADE Of STgEtT 24-2/4" -� V❑❑p CAST IRON COVER AND FRA►E (SEE STAPOAAD PLAN) _ SET FR" IN NON-SHRINKING GROUT MAXIMUM 27' FROM TOP OF FIRST STEP ECCENTRIC MANHOLE TOP i r r TO TOP OF CASTING • ^_ 23 • •M � . PREFORMED W STANDARD 48' T PLASTIC Z MANHOLE RISER -"�- GASKET W 4S- FOR /IPE i UNDISTURBED - 6 u q 0 24' OR L[SS E _�— /EARTH / '— SECTION B-B M 9" h OJ' r01H PIP[ -��`� . COMPACTED 27. OR LARK 3/4'-0 12' MAX. Fon CONCRETE PIPE I .• CRUSHED RUCK I r 23' SECTION A-A s 1• 1/4" ALLEN HEAD BOLTS I NOTES: I" LONG RECESSED SET IN FRESH I . USE SUBURBAN TYPE ONLY IN NON-TRAFF I C AREAS. DETAIL rr.. f• ' " A ' CONCRETE AND 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. INSIDE DROP MAxlaw 2'0' :'.; I;.; : ` ' GROUT 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 'f+ VERTICAL DIiTANCC, s�o• MINI►UM 12' LAYER COMPACTED 4. NOTCH LID FOR LIFTING HOOK. j. INVERT TO INVERT —�•1 SASE MATERIALI3/4'-01 5U5UR5AN AND STANDARD r_F'� STANDr4fiID MANPOLE r2MANHOLEFX41" E .AND COVER 3 CLEANOUT RING AND CO G6 Gip NOT TO SCALE • t Nor[I A _ INL[Ts/wnE1s AS REQUIRED l —L ° ° ` e - MANHOLE WALL 12' MAX I MAIM ,. o d 6 y� vi • C. ° e N •�,` , �+ )II-DETAIL � 12 O R N Lu MI e R[ SURFACE OF '� x I � SNOUT FILLET SMOOTH `- a 4 STEP AID FOOROOV[0 'e E Y_ RM IWERT TO DIRECTION OF FLOW _ 1 r • a STANDARD CAST IRON f• MNHC'-r -WORM I DETAIL ":RAMS AND COvER WATERTIGHT PIPE PLUG WITH ASTM C-00 3-3/8" FOR PLASTIC SAFETY \� STEP OR 4" GALVANIZED STEP FINISH GRADE 1 CUTAWAY A W — o`- 13" 6 owl 1 w stE _ NOTE: MIN. o, I I o STD. MANHOLE DAVID LVANS AND ASSOCIATES, INC. I CLEANOUT IN57 "I-LATION5 I ! ° GRADE RING ENGINEERS, 9URVB1'OR9, PLANNERS, LANDSCAPE ARCHIfRCT9 ARE LIMITED TO EASEMENT I PROVIDE 3/4' O ( ) — 1 _-_�— ' _ 1 282H 3.11. CORHE'IT A�ENIJB PDRTIANU, OR P7201 503 a2s-0SIU INP ORAD[ STANDARD MANHOLE AREAS OR MAY BE FOR A MINIMUM OF 6" nr+oxrT rRAW AM COVER ALLOWED ON A TEMPOF%,ARY- - - To AROUND CLEANOUT � BASIS IN RIGHT-OF-WAY3, I"OUT o [1 rRAML IN - INIMUM 27' Mot o ^ B O Y E N NDfSMINIkt FIRST STEP TO ' oO TcAsTINo _ o FIELDCREST 0 PRECAST ---' —PR[r~C PLASTIC OASK[T P��N •o IO e COURT OURT , r CONCRETE ow SLAA • H• I ( 0 00.. /i w 0 0 u • _ m1me p M• NOTES: .0" -- --- ---- / -- 0 E rwHOL[ RIKRS. I. HOLES PRECAST OR BORED FOR STEPS SHALL BE vERTICALLY y S ; SPACED 12" CENTER T6 CENTER ., .. 3 f = I'/tT. 4OPE .r CONCRETE PIP[ I 2. MANHOLE STEPS MUST BE TIGHT AND FIRMLY EMBEDDED, THEY 0 0 0 0 3/4"-C T I G A R D, OREGON ! r r MUST ALSO MEET TNF ASTM TEST FOR WITHSTANDING PULLING OUT CONCRETE - MATERIALS: 3/4 Q ENCASED W7'E Przo�er.r No � MCMY0001 , e M• L•',• r t6 \•'.' �... i "-'- . GALVANIZED' F4 ENO. MCM-40F4 _ - NO. 6 (3/411 DIA.) GALVANIZED DEFORMED REINFORCING BAR. t n�rE FEB. 7, 7998 REINFORCING BAR CONFORMING WITH A5TM A-615 GRADE 40. ' I ••- It' LARK COl/ACTEO GALVANIZED CONFORMING WITH A51-M A-1'23 STAND� D C1 �4NOUT "E`''�"o''� ' IDA at.cRM►rloA+ . i. 3'Q' MIN." . OtAAV[I. HS/HT�t PLASTIC: `"-"'"'� MUST CONFORM WITH ASTM C-418. G16 NOT TO SCALE STEEL REINFORCING 54R MINIMUM 1/2" GRADE 60 MEETING RE, UIREMENTS OF ASTM A•4215 FNCAPSULATED WITH - INJECTION MOLDED COPO."TMER rC&_YPROP'TLENE WITH o '� ( SERRATED SURFACES coil ` 1 4 FLAT TOP MANHOLE i 5 MANHOLE STEW UNIFIED 5EWERAGE ,46-ENGY DWG. No. 140 DETAILS V ` NOT TO SCALE 0 1 C6 sr+eer Nu. . Msr9e-nl fa Ihru Ut22 1 ) . 13495 SW 5ummerwood Dr r 40 of 55 IIIIII`1III'� Illlllllllilllll1T11111111111111111111111111111.. 1111111111t11111111I1t11111111111111111ip IF THIS DOCIIMFNT IS I,FSS I I I I I I I ,�j LF,IBLF THAN T}1I S NOTATION 4 ' I _.._ L �J J J IT IS DUF TO THF. QUALITY OF L I(t/l�g�l �q Nn.ae lb'=W "THF ORIGINAL DOCUMENT. --� -- --- --- _- _ _- -- -- - -r-- --- - OOlZ 8�T BPI LST 9 T Olt 6 T E�l Z T T T j8 18 !. fl i4 f E 1911111- T runglilll ...........11nl Illiluil NOTES; I. INSTALLATION SHALL FOLLOW THE 1 ( POND LENGTH ?. 3X 'Np WIDTH URGENCY MANUFACTURERS RECCMFIEND.4TION8. I SPILLWAY 1. POSTS SHALL BE INSTALLED 50 1 -THAT A MIN. OF 3'-' ' EXTENDS ABOVE THE GROUN., WITH A MIN. OF FgBwOItU LTE EMBEDMENT. 1 INRO 3. FILTER FABRIC SHALL BE PURCHASED IN I A CONTINUOUS, ROLL TO AVOID JOINTS. LEVE 4. SPLICE JOINTS AT SUPPORT POSTS ONLY, OATH A MIN. b" OVERLAP. TO BE BUTTED TOGrETWER ' STAKES (9" X 7" X 39 1510 SNUGLY. NR ONES SSACROSS SUALE OR DITCH A . DROP INLET A �- BIO-FILTER BAG WITH GRATE }: : : PERFORATED DRAM PIPE• ' ' N GRAVEL-FILLED TRENCH TRENCH \ i BURT FOR FABRIC // /// / / //!' 9" x 7" x 3' -� _ RISER PIPE- WN.E IGHTED By+6E P PIPE BACIQFILL /i i, /�//� /�/// / PEG EACH Blo-B.>m l PLAN 6' MIN- PROFILE VIEW ' NOTE - / / JE NI �piyt SEDIMENT DEWATERING MAY -,S, ACCOMPLISHED WITH NOTE: A FILTER FA9RIG FENCE PERFORATED DRAIN PIPE IN TRENCH AS SHOWN OR OR EMIL IAR FILTER MUST BE \SS\�pO fiE g v Av "•' WITH A PERFORATED RISER COVERED WITH FILTER C"IllilCTED TGFILTER RNOFF 1 -O„ YIIN.J / ,3 FABRIC AND GRAVEL "CONE". FROM THE POW PRIOR t0 SECTION BLEs rl� rJ� X RDS V V Qq DISCHARGE FROM 617E E PROVIDE REBAR TRASH Rl1,�K CONSTRUCTION BITE. FILTER FABRIC - / r r o 0 0 o O pVGV eb. ,I,.,:.:. . < ' ON RISER PIPES IB' DIA:c7ER -FILTER FABRIC MATERIAL 36" WIVE ROLLS I ( ( Q OQO Q V p I STAKE 3 AND LARGER I' FREEBOARD o� a o , o C> o MINIMUM. ATTACH TO STAKES 0o a c n � r o cl 0 V p • �� RISER PIPE, OPEN AT TOP 1' SPILLWAY DEPTH J:"' '! ! j • 0• °9 o p40 VV Q V p O q ...:., . . (PRINCIPAL SPILLWAY) i STAKES 0• Q n n U4 Q w--y FLOW 9'-0" MIN. v n O p Q p Ov n y.:y>:;?` DEWATERING OIITLF_T 6' MIK REINFORCING NETTING, FILTER FABRIC Q O r o FABRIC IF RECOMMENDED BY STAPLED TO FILTERED WATER R . 70' MIN. 0• 0 p AO V D p Q Q•.� p :;;;;+, EMERGENCY OVERFLOW \\ v n Q 1:iv:;�i' CENTER Gf SWALE OR DITCH 6ETTLNG DEPTH SPILLWAY CR'c8T EXPOSURE STAKES \ e �soq , 4 o p > - '. - I \ �eV0 <Qb QeoQa v {L:jGi:;i�r MIN. IMAX. 4' -� •° n V pv U v ° "'::• `'` NOTES OUTLET PIPE pn o O •:.F:. .. J �. •a Reno Oar c 4i:•. J 3' MAX. DEPTH GLEAN PIT RUN OR 0• a s Oar \ ::;<: , I. EMBED BALES 4 TO 6 INCHES. SEDIMENT L RUNOFF IEITER 7" - O" Crd)OHEP ROP�IC n 106 /^ j STORAGE BOTTOM OF FILTER MATERIAL I Wlhl GEDMWT 0 O° 7. DRIVE STAKES MINIMUMRFACE. 19" M 6' BT i' T1L�r:CV -(,3 ; INTO GROUND 51JRFAGE. 'y'• ` _ 1L- - - - - - - -_ _ _ - �I - - O o0 o SJBGRADE RE',I`PORCEMENT F O o O(1 O o O GEOTEXTILE, AS REWE:RED B. �Q� `: ANTI-SEEP COLLARS " Qp 0 0 DQ oo O u _ > PERFORATED DRAIN PIPE I ALT WOOD POSTS. a �� 9 sy FL PREVENT IN GRAVEL-FILTERED TRENCH WEIGHTED BASE ALTERNATE, STEEL FENCE P08TB, FLC�TION BURY N NATIVE GROUND FOR BILA FABRDELUAIC FULL L ROCK DIBBIPATING PLAN VIEW TRENCH WRAPPED WITH B BURIED FILTER FABm FILTER FABRIC FULL LENGTH SECTION RocK ELEVATION (MIN. 4' DEPTH) BIO -FILTER BAC.z SEDIMENT FENCE DETAIL FILTER FABRIC INLET BAIRRIER GRAVEL CONSTRUCTION ENTRANCE SEDIMENT BARRIER SEDIMENT POND NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE I I ' In �- EROSION CONTROL NOTES .L_ I. APPROVAL UT9 NOT E AN APPROVAL OF PER'IANENT ROAD OR CONN DRAINAGE DESIGN. 2. IMPLEMENTATION, CONSTRUCTION, MAINTENANCE, B T AND UF'RADNG OF ALL EROSION CONTROL MEASURES9 ! THE CONSTRICT NLET BARRIER RE5PON6I5ILIT7 OF THE CONTRACTOR UNTIL ALL CONSTRUCTION SjCOMPLETED AND APPROVED AND ALL. VEGETATION/ LANESTABLISHED.PING IS CONST GT BIOSWALE/ SEDIMENT POND 3. THE EROSION CONTROL FAGILITIE3 ON THIS PLAN MUST BE \ / 1783 \ ♦ 61 -T INLET j . ` ' >-; -L�D GONBTRUGTED IN CONJUNCTION WITH ALL CLEARING AND CONSTRUCT GRAVEL 1 "�".; -ti CONSTRICT SEDIMENT FENCE i GRADING ACTIVITIES TO SU THAT SE MENT-LADEN CONSTRUCTION ENTRANCE "'>< %' - - �T HER fTVfICAU,.,.. /. �~ ~ . I, IB45'. "--•..,. E SYSTEM OR VIOLATE 183 IlB.3 - .- 176 APPLICABLE WATER STANDARDS. 1 / -.� WATER DOESNOT ENTER THE DRAINAG D GON9TR11Gt BIOBAG& IN BWA 9- �� 181.33 I ,�i � 4. DUUlPRING GTHE C MAINTAIN ALL EROSION IOOCONTROL TOR SHALLTIES A8 . LE / ! IBL3 �!� F NEEDED I OIF LNEXPECTEDD ESN LEAVE AND TO ENSURE TNAi IBS 5 118.3 -"�� ^ I � I � � / - - w : SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. A • -`-^ -� �\ 1 - .__._-_ D. ENNECESSAR. ALL EROSION CONTROL FACILITIES SHALLSURE THEIR DE INSPECTED DAILY �� IB 3 `•�` `�3 tea_--_�\` -'-- / EN THE CONTRACTOR AND MAINTAINED AS TO a- m H R CONTINUED FUNCTIONING. - 80.3 I85. b. DURING INACTIVE F'ERIODB ON THE SITE, THE CONTRACTOR v IB9.5 187D 1\ MOT INSPECT AND MANTAM EROSICN CONTROL FACILITIES ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWN5 A 8TOR1 EVENT. / �`• `� \ / IB4. �' T, A7 NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE i ,-_ IB7 3 IB �'�..� 1Bdjp ALLOWEDi0 ACGUhIULATE WITHIN A TRAPPED CATCH BASIN. 184.5 - IBO."j- - �` y� - -_./ -{I-- 181 9 ALL CATCW CH BASINS AND CONVEYANCE LINES SHALL BE GLEANED PRIOR TO PETHE CLENG ANIOPERATION SHALL �J \l V\J NOT FLUSH SEDIMENT LADEN N WATER MTG THE DOU.NSTREA'I r.'� �• •� )86.5 186.5 =-)86.D �_ i SYSTEM. 4 i 14 8 5 '81.5 / - S CJf ! B. STABILIZED CONSTRUCTION ENTRANCE& SHALL BE INSTALLEEpp 164.5 �` J 865 - - G_I,7 I AT THE BEGINNING OF CONSTRUCTION AND SHALL BE MAINTdINED DAVID EVANS AND ASSOCIATES, INC. _ ;;�_ �� --'--'-' ,106 9 31% x_. FOR THE DURATION GF THE PROJECT. ADDITIONAL MEASURER 91GIN69r. suxvzrOxs. PUnlsm, Lvlu:_w8 aRCKwm W • --"'-_ I\ _� 1B �^_ _ uL MUST BE TAKEN BY THE CONTRAC.f WHEN NECE03ARY, TO '�-t.... -- zere sr. colmetr evauz wmlulG, NMI 1sm�-eMa I IBS. {�4- _ _- _ �' / - / l IIB6.5 ENSURE TH TDURATION OF THE PROJECT. 7. �E KEPT GLEAN NOT --� '•- \ 106 9 AREAS \ \ ° / 1 ` \ IBS �� ! �' J - ¢ - ` , G 9 ''g^-.�, \ .IL S /� 9 HYDROSEED, MULCH AND FERTII-IZE ALL D16TUIMED GROUND N B O W E N C.B. 1 �, I IBT,S USE SEED HARD SURFACE AT THEE 'ERC T POSSIBLE TIME. F I E L D C REST I.E. 16" OUT NORTH IB6.9 186.9 __ 18L.5 _ _ _ { IB6.5 , / r' 111-8` ``` ,B�� a, cJB TECHNICAL GUIDANCE AND RATES PRODUCED BY THE CITY OF RIM 186.18 'EROSION CONTROL FLAB: IB6.5 1 I I IB6.9 couRr . 119.80 / DGM - PORTLAND N� WASHINGTON COUNTY. 181.5 1B6 IBb'S lam./ .6 10. CLEAR PLASTIC SHEETING SHALL BE INSTALLED ON AREAS \e I. 19� IB6.5 IBL-2 IPA10 5 I iBtr.S !� 1.5 1�G'g X11 _ _ _ \ SEEDED BETWEEN NOVEMBER I AND MARCH 31 AND WILL REMAIN T uW8\ ' -j UNTIL VEGETATION IS FIF41LT ESTABLISHED. _y - __ _ _ r Ie 3. ISO5 TIGARD. OREGON � -l� - �. r - _ x PI cr r,c. , MCMY0001 MCM-10Y4 \ B 11 '1 FEB. 7, 11196 , I I -' � I � 4w1 °rt1I ple111fW, SAN CID m RIM . 1".58 - 4 `0 - \ CONSTRUCT INLET BARRIER(TYPICAL) WOOD ° TEL -' CONSTRUCTION TRAFFIC + I RIM . 16BJI \ I (// BARRICADE O b 711 30 60 190 ` x ! e SIDEWALK x 1 PROHIBITED t0 USE I SW 133rd AVI7NUE <. G•+ + j m EROSION CONTROL PLAN AND DETAILS Z msl96-01141hm0129 IIl4 z 'Jn`NW SummeM'°°d Dr - I _. _. ..+i•ra r,,.ruY.�r�Y�.r.-.-r+.w-•.F»- .-._.,J.__--w.-_...._._._. ,_.-.+.n._ -_._ _-�_.++u.-•le•M...�I. . - �_- �.,�r •--. _�.�.� .. f IF THIS DOCUMFNT IS LPSF TRiT 11111 VIII VIII/I,I III��1'JI��'jJ1 1 IIII-III•)-�l-iftff11�11ii11ilTl )III hilil �I III}GI 1111111 VIIILI )111111 VIII 1 1�IIT�1 1117 1111)) 1�7 1 1 1111111 111 I 11111111 VIII I I s LEGIBLP. THAN THIS NOTATION, 1 7 1 I LrI VI 4 r U OI I '/I I �I i I �I ' I 111111111111 I }�I I l�l r7mgusf aq �9� IT IS OUP. TO THP QUALITY OF e'x B•7d91r' THE ORIGINAL DOCUMENT. e� 11111 IIIIIIIII 11116111111111111�IIIIII1111116111'111111111 IIIllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 1,141111116111111111111111111111111111111111111 III111111111111111 III111111 IIIIIIIII IIIIIIIIIIIIIIIIII`II1111'1111I11'11 NII 111111111 NIIIIIn 11111 1111 11110 130X -rplR r IP 1 PC/PT CROSSWALK STRIPING CONSTRUCT 1 2'RADIUS UP TO CONSTRUCT DRIVEWAY APRON FOR CURB INFORMATION RnV ROAD �`'2xMIN _ 30'-0' MAX, 10'-O" III/ ; 5 MIN. SEE CURB DETAIL 8' IMAX, rw T' MIN. 3' SAWCUT ANDAPRON SEE TAEUS . .•{�'' r k VERTICAL. BREAK - f ( ) SECTUN A-A r . .. , •; j Q � a'. .�. o.� +'•' - "� . ..,• OOSTNNG DRIVETNAV 4 \ ` ' ' .. VARE3 Me1N VANES - d (SEL TABLES) MATCH GRADE. STOP SIGN LOCATION VAJIES Q PLACE ADHESIVE ALONG R (INSTALL 4" PVC SLEEVE _.. TM UNTIL PERMANENT SIGN 1 EXISTING COMBINATIION U r INSTALLATION) �� . :�: � ; CURB AND GUTTER JOINT POURING �Y PRlottt TO R LINE A H-"B SEE NOTE 4 A I pq -- -- - EXPANSION 10 x . I I 5 CURB AND fiIITTER JOINTS 10 CA. MESH 40• Q• CONSTRUCT 1/2" TO L TIiACnoh IN"ALK • 4 _ _ 3/4 RADIUS UP - I ' EXPOSURE PC/PT -- CONSTRUCT DRNEWAY APRON n CURs DCII • CONCRETE APRDN IIIN. 3' SAWCUT A140 � T�'' PRIVATE Vt4rICAL A (MAL DRIVEVAY ROAD - • .: ACE OF Q,re •. ':' .• 5;-0• MIN. 5•- 0' INN. A A > PLAN VIEW - - •. . . , . O.. •. - o- . • '• 3•-0' 15'-0' MAX: 15'-(" MAX. 3•- (4' FOR 8'• SIDEWALK) 4, �" EXISTING PLACE ADHESIVE ALONG OR �i W9T AND PLI►CE COLD 1-1/2• EXPOSURE PAVEhNFM SECTION JOINT IMMEDIATELY PRIOR TO - JOINT ' _�—•., --- -�- FLUSH ,, POURING NEW CONCRETE STANDARD CURB ELEVATION 8-® 10 r�` I 1-1 A VE BASE `I(\B_ 4" P.C. CONCRETE 000 Qo 0 ZY NTN. RAIIIUS CTYPJ apo o •Oxo� 1. SAWCUT THROUGH GOITER PLATE SHALL BE MADE AS CLOSE NOTES 6 o c�o•0000 TO CURB FACE AS POSSIBLE. 2. 3/4"-0" ACG. BASEROCK STREET .' • • FT]2 RAND DVFaiNATD7N 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS .:. P , ' - a SEE WHEELCHAIR RAMP DETAIL SE�iTI� A`A DIRECTED BY THE ENGINEER. ;:. �:.' y - 3• OWHEN F PAVEMENT F'�DA�T HE FACE OF CURB @ SIiOULD BE REMOVED �� Y � COMPACTED 3/4--C- AOGIECATE NOTES: CT10N A-A FOR SIDEWALK INNFUMMATTON AND REPLACED. I. CONCRETE SHALL BE COMMERCIAL WX. SEE SIDEWALK DETAIL 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING PAVEMENT SHALL BE CUT BACK AND A 6" MONOLITHIC CONCRETE 2 (X.IR9 JOINT SHALL BE A TROWELED JOINT MITH A MIMMUM 1/Y RADIUS RAIW. 2. JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANES SHALL BE EDGED ON 4 SIDES. BENCH SHAD_ BE CONSTRUCTED WITH THE NEW GUTTER TO PROVIDE ALONG BACK OF CURB- SUPPORT UNDER PAVEMENT. (SEE VALLEY GUTTER DETAILS). 3. DXPANSiON JOINTS SHALL 1[�' PREMOLDED ASPHALT ATM 3. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. MATERIAL OR EQUAL EXTEN NM FROM StJE,GRADE TO nMSH GRADE ' PRIVATE ROAD ENTRANCE OFF CURB KNOCKOUT OF PUBLIC ROAD W/CURBS STANDARD CORNER FOR DRIVEWAYS COMMERCIAL DRIVEWAY BY D� � WHEELCHAIR RAMP IN �►»� aTY OF MAW "�'S` °°` °�'°° �° R A BY MAIM BY CITY OF 11 G AR D '�° 211 �° 'cm Comm AN>.� °"""""' fIT.S. 7-+P-a3 �oET,1LK�Rv�-0+rDMc °AA cA6 MGM N� 7-s-63 �mTAal�+oaowa ww+ °oYtflor DAW 0"04 No. CITY OF Tl GARD CITY � n�ARoSCALE MEVf�G SCALE DATE DMi FILE ONE" #LT.& 7-0-413 N.T.S. REVISED 5-26-94 .k DETALS/V C-RAMP.DWG 2 PRIVATE ROAD ENTRANCE OFF STANDARD GOi�NE�' c" � .ICU -'�,3 �G1�lOGKOI�T >, OF l=U5LIG ROAD W/CUR55 2 WHEELCHAIR RAMP 3 r-OR DRIVEWAYS _ �e GOi"i1`1�}�GI�L D�IV�UJ�1' G8 40- -C 5GAi_E G`8 NOT TO 5GALE Q Q GV NOT TO 5GALE GV NOT TO SCALE EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING CURB JOINT w 5' MIN. � SEE NOTE 5 ROW 4 � MIN. 3" A.C. IN 2 LIFT'S ' STREET AREAS I OUT OF STREET AREAS ROAD SAW CUT I !I III,Vlu� li E>aST1NG SECn _ �• AC III II RESURFACING / 2. OF' 3/4"-J' BASEROCK f . / 1 2. OF 3/4' - 0 •• •• • %// l COMPACTED SUB(XtADE • A8 b.o p°r° .•Q AGGREGATE BASEROCK - •• ° • a :e . + ° _ .00:• 01> /l/j SIDEWALK ADJACENT TO CURB ' �— COMPACTED SUBGRADE T 7 T CLASS B 5' MIN. ROW . BACKFILL • Q AS-S A o • BACKFILL RESIDENTIAL LOCAL STREETS: • - ° • �•� %� ROAD + �. cr AAce i 4� ASPHALTIC CONCRETE,�cA� BASEROCK 3/4- - 0 ; • ,•� /j�/ �•4 SEE NOTE 5 2. OF 3/4--0- 8ASElt-XX OR GRANULAR BACKFILL • °'.' . • COMPACTED SU ADE • • • • /j// SIDEWALK AWAY FROM CURB AC - 8" ASPHALTIC CONCRETE - ' ° .' / ' - ° • / • � NOTES- !6 MINOR COLLECTOR STREETS AND a ' • ' .• . . .•. . COMMERCIAL/INDUSTRIV LOCAL STREETS: .- '. .: • :; 1. OF 1 STO 3 BE 3000 P.S.I. AFAR 28 DAYS. a SACK MIX SLUMP RANGE AC 7' ASPHALTIC CONCRETE, 2 PANELS TO BE 5 FEET L!INQ _ DAVID FVANS AND -ASSOCIATES, INC. A81- 4" (1-1/20 - O") AGGREGITTE BASEROCK � •• •• •• •'• 3. EXPANSTpi JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES. - 6NGINF.ER9, SURVEYORS PIANNER3, LANDSCAPE ARCHftCGT9 OR UTILITY VAULTS. NEEELCHAIR RAMPS do AT SPACING NOT TO E](C ID 45 FEET. 21120 91. CORRUT AVFNUC PORTIAND, OR 97201 (503)22:1-biA.'1 AC - 9' ASPHALTIC CONCRETE PIPE BASE r BACKFLI_ IN STREET AREAS '� FOR SIDEINAI�( ADJACENT TO THE CUR® AND POURED AT THE SAME TIME AS THE rNv-Ec r `• r -- - CURB. THE JOINT BETMN,M THEM SHALL 8E A TR WELED JOINT WITH A MN. 1/`1- RADIUS 1. F S/W IS AGAINST CURB, FILL 5. SMWMX SHALL HAVE A WO" TH00011E� W 0 *KHM M' MOUNTAAL.E � O WEN MAJOR COLLECTOR STREETS: Rax To BAo( OF S/ML Cue N Ism OR IF SKIVAIX IS IN7IQIOEo AS PORTION *0 ORr*VMY. ; Ac - 9' Ast ALnc CONCRETE. 2. F SfW IS NOT AGIJNST Q1RB• I �� N`W� SHMI HAVIE A WWAW 1Mt�'sS OF 4 NES. FIELDCREST Ae — 4- (1-1/2- — 0-) AGGREGATE BASEROCK FTI L Roar 2' BACX FROM OURS. i a PLA III IPE ATS, X CURIBSLOPE CON' A Tn K P OF' IOEWNX wn)EN 3. OWETNA COURT m I PlJ1S11C PIPE AT 2R SLOPE G011llACTKTN JOrIT 110 8E PLAAFD OVER M'E. PIPE BEDDING AND w i PAVEMENT DIG OUT REPAIR DETAIL BACKFILL DETAILS CONCRETE SIDEWALK 3 APPNIAED BY DRAWN In' I moo[ APPROM B• trim N, T I G A R D, OREGON q IIEf,I1IIFNOE APFIKM BY aIlA1IrN 8Y a'iY OF nGAW ��) AAIE OWL�1'� I ' a�r ��0 1hVK Aa A-•SI� n "F?v_)Fcr No. , MCMY0001 � CITY OF TIGARp �t --`�rDAI[ � cram FM.T.S. 7-f-,3 �DETM�OM '«'JIVE QATI[ ILMI. i RTS �� ra a ND. 1 MCM-40F4 � momM.T.L REN>BD 6->M-M Ika1'AL!/Eb•-QUT.DWQ t I aArE 1 FEB. 7, 1903 RPV13IDNB , DATE - DE1►CRp•YOM , U) a , r 1 IFF 5EISD INCA AND 5 '�4V MENT DIG OUT 'PAIR DETAIL 6 �3ACKFILL DETAILS � GONGTE SIDEWALK GV NOT TO SCALE � GV NOT TO SCALE G`� NOT TO SCALE T N J ru _ Ir.EEr N1Lff •' t CITY DETAILS k °►mer Nrl. $ J , MST96-0114 lhru n'22 r U 13495 SW Summcrwood Dr � ' - w.. �efin•'•MMYV[YY\ n +..M:M•I".�MfRY.i•:•F'►w.Mw.w104`.n.tsp.l.,w .. MIt1!'Wwf e:., i• .. .. .. - ✓• i , .. +...JYw�+r..,.. .. .-9,a I.3.t_r• _.. w�...,.�. .., +w-�.a..,. �.-....,....rn.�..n�.+i.,.www.�.a�...-- _................i....... � __--- .....,•........._ •- -_'� �.....�..:W:.a.aWr..rrw•.r..-Lnire....,w,.r/►..._ .,_.�-:...-_ -,. .. s.:v,.,..�.,. L .. ate', r. t:i IF THIS DOCUMENT IS LESS T� III III III III III lil I I III III I�I I I III III 111 TIT IIITIIT III I I III III (If fll III III III I I Ili III III I I III ill 111 f 1 Tli 111 fit 1 I III III III III III III III I I I "" ' l4I Iii 6 i � i �, LBGT6LF THAN THTS NOTATION. `- ----- --1- __- -_- _ 1 -._ -- -._.----.1--- -_..-�—�- - — - _- 1_,- ._�� IT IS DUE TO THE QUALITY OF No 3e /i•-,_!�_-" gus ag � 7 THP ORTGTNAI, DOCUMENT. T- L — r R�L Ri+ LIG 91� WL�� I �G I TL Oji 81 Tat I Lt 19�4I 6T I br 11t I tt l I I 1� I IIIII IIII�IIII IIIN IIIN IIIN IIIIIIIII IIIN IIIN IIIN Illl IIIN IIII�IIII IIIN I;:I IIIN IIIIIIIII till llll�lllllllll�llll IIIN IIIN Illi IIIIIIIIIIIIIIII IIIN IIIN IIIN IIIN Till !III Ilii III1 !!!I IIIN Illi IIIN IIIN IIIN IIIN IIIN IIIN IIIN IIIN lul IlU nn nn nn nn IIIN IIIN Inl IIIIIWII e v,, t .r •_ +,. 3. 9 4,. r ,;C _.. r, -n;. . .. . _i. ...' . `•St' -qtr` ',' :-w-. ,.y• 4t'' .9 •5t- v •Ls. c.q�l T'�. t 5 •y '+!�.. 'x � � Y r �. fi 'A '•1X'; �."�!�.. �, u •"•qG +'" '�,. �`'rF`41 .�. t ':�. � f w w y , i. .r. S 1 t J'` e 7kT 4 4 R y Y. A' •-7 N k-' t'. n •o , t fit' r J a c' J r. F .J r W9, r a ,• 7' � f„ L* s' r '1 'hyyI S t* 'r 1 r nl n X ai r 2 „TUC S P D DECKMG- AGE r L4.� t tw ", � ,;.•' � _.-•------ y ' / ti►r-,E J4RG1dt.. o •. •,�' Vic. ; ..r - GYP BD 2 LAYERS AT 6HE SCI-IED -�ATHING �'- PART�f WAU.8-SEE - ---- - GYP.BID / _ ' OEEARGFtL ' x SPADED. - AT 4A \ / NAk 2 x PLATE -r*--- TO DEA1i a NAi1-2 x PLATE WOOD STUD 1WARMCa (NOT REO'D O TO ft_KG WITH j WALL TO FRAMNG TO 19LKG WITH T /- TO t IhXA AT PraRTY DECKING ) 1041 r 13"0/eC - DECK JOISTS % JOIST PARALLEL I � / ID• �v!E W-iI:R�NGTpp kDd r 8"o/c AE'�Clti'�i�a�-1�NO WALLS _-__.._._ - ___ lea*a'o/c PL_YWD. / ffDCsENALL ---- PLY WD 11 ----- PLYUA). /- ' - BEAM-5M PLAN at am all SOLID Rim BY _ JOIST MANIF - __ _ SOIJD RIM BY , -- �'' - -- - - ---- - --- --- ---- _ JOIST RIM15 PL_YWD.70 BLKG.W/ PLYWD.TO BLKG.WV' ltd b"oJc I�mi b"or c Ifocl 8 o/c '� ba 8"o/c \ I ---- T STAIRS-°,TEE. ARGHL.-� JOTS \ - JOIST PARAL LEL DECK JOISTS 91MPSON LUS 210 r`-- - EDGE NAIL -� TO U14LL AT �~ JUI4T `- FLOOR JOIST \\ FLOOR JOLbT �. IA W/SIMPSON ` , O LUS 210 -- - BEAM �- SIMPSON HANGER BY Ind 7 8 e/c \� doer f 8"Cow \ JOIST MANUF - BLKG FL I-WiTH SOILD BLOCKING HANGERS l R.�� \, BL.KG AT PARTY WWLLS-.SEE a.RGHt- X 10 __-- `� � '� • POST BEYOr4c LEDCtER U1/ \\ •�-�` STUD WAL. --- TZ)WALL JOIST `` -- HEADER r3ELOLU WHERE NOTED I bd O/C ON ON PLAN-SEE ARCHIL.FOR 1 LOCATION to m r • '-0.' Pj L'•r• � QJi • _� r•r_0 -_---- 2 x 6 STUD WALL PLYWD - r 4 PLYWD --- �' JOIST --� \ 4-8a TOE NAILS INTO / . 4-8. OE - SIMPSON ST 2115 STRAP t SOLID Rim BY PLYWD JOIST MANUF. JOIST / II % R-0D AT DECK % MIGROL4M PLYWD. MIGROLAr _)EAM MICKOLAM i d JOIST /' - -- SIMPSON H'.5 AT EACH JOIST 4,w 4 POST UNDER - MIGROI AM BEAM AND 2-66 TOENAILS �--_--- t� --- - - I o TOENAL / --- --- -- --- MICROLAMINTERSECTION OF A A PORT UNDER BEAMS MICROLAM BEAM SIMPSON A 34 , BEAMMICRCAM _� STRAP - 2 x BLKG UNDER WALL NON-BEARING JOIST NOT SHOWN FLOOR JOISTS gEAf-I �, _ BEAM SOFFIT FRAMMG WALL DOUBLE PLATE ON FOR GLARITi W/SIMPSON '�`T �\ T(`!'OF WALL - 4 x 4 POBR � LU6 26 - FASCLA- -_--- -- SIMPSON LU5 26 - FASCIA- 14 1,I.+NGERS SEE ARC.HL HANGER SEE ARCHIL NON-MEARIr4G FRAME WALL A_ PLAN 2 x 8 PLAN ��-- 4 x 4 POST UNDER INTERSECTION L- DGER W/; 2 OF TLI10 MICROLAM BEAMS 16o�b OCG - ' S 9 ..t r•r-m I"-t" fit, 1 -L-� �� L.•r_m' � 1•.•r-a ,1, .,. :- 2 x STUDS PLATE PL_YWD. 4 x 10 5E Q 1 4x 4 POST GYP.BD• 22 - STUDS STUDS 2 x SPAG,c Ind 8"o/c y DECKING BLKG.NOT°moi-TOWN DECK JOIST / T /-- fOR GL.ARITY „ 4 x 10 BEAM / PLYWD. �--1� SCREW OF o/ x 2 a 4 x 4 POST i - 1 160 8"o/c 1 m y sy 'A SIMPSON --�� f --� GIRDER TRUSS i- . 410 HANGSER FLOOR JOIST SEE ARGH'L. t DECK.JOISTS -� � \ \ -- JOIST . SIMPSON HUSC 412 -l/ �� \ 2 x 10 DECK JOIST EXTENDED HANGUR 2 x 10 BLKG `• 4LONG SIDE OF FLOOR JOIST RIPPED 2 x TO FIT 1 �l 4,ROWS OF 100�4"o/n BETWEEN FLANGE 3-STUry UNDER - � �_- PLATE y*. OF FLOOR JOIST GRDFR TRUSS b; 4 x 4 POST EXTENDED UP � I TO BE FART OF RAILJNG- SEE ARCH'L - a-a SIMPSON AHE 66 POST BASE 14 SOLID BLKG. -f `�-____ TJ W/ 5/8'0 x 4 EXP.BOLT I" I_0' 1 •I-0, - MIGROLAM BEAM 2-050.x 10 FOOTING I T-•+-- „_lt+n__rn 3 STUDS --�/ n .. I WOOD FRA NG •I-O 2- Minimum Mix Requirements: 1, All laminated beams to be Douglas Fir/Larch 24F-V4 (at simple spaii beams) and QF a Cement content per yard'. 5 sacks @ 3000 psi Douglas Fir/Larch 24F-V8 (at cantilever beams) per A1TC specification. 5 V2 sacks @ slabs on grade Appearance grade to be industrial. �N� b. Slump: 2 to 4 inches. Deviation from design slump +1/2" to 4". 2, All glue laminated members shall be notched, shaped and finished as per plans C. Air Entrainment: Per ACI at all exterior slabs. and specificafic►ns and shall be fabricated with waterproof glues. These notes set minimum standards for construction. 'i'I1e drawings govern over d. Admix: Water rrducing admix (Poziolith or equal) for all slabs. 3• Erection of members shall conform to AITC specifications No. 105-65. '� � ��N�- 25-q BERRY-i'JORDLING ENGINEERS, INO the General Notes to extent shown. NAILING SC FD H( I =noted Amin on draw nits) 3607 3.W.COReETr AVE". 3. Place and cure all concrete per ACI codes mid standards. 4. All lumber specie, and grades to be as follows: --5�- --� i-�- 2 Contractor shall verify all dimensions and conditions on drawings and in the " 4, Provide control joints in all slabs on grade at 20'-0" o.c. each way maximum a Joists, beams and stringers Douglas Fir 02 Inc r.,_ >a °ORTL,aNO,OFlEooNeT�o, ♦L field. Coordinate locations of openings through floors, roof and walls with PHONE(503)227.77n unless otherwise shown on plans. Provide heavy (3/4") tooled joints at 5'-0" o.c. 6" nom. & greater beams & stringers Douglas Fir #I FAX(5M)x17-TM4 architectural, mechanical andelectrical plans. Notify design agency of any and 1/2" pr'emolded expansion joints at 30'-0" o.c. in al exterior walks and slabs, b. Bucks,blockirtq, bridging& mise Doug Fir or Hem Fir#3 bB111tl1i discrepancies. 5• Sleeves, pipes or conduits of aluminum shall not be embedded in structural c. 2 x 4 studs Doug Fir "studs" or std 3. Contractor shall provide all necessary temporary support prior to completion of concrete unless;effectively coated.\ & better or#2 1. Joist to sdi o►'girder, toenail 3-8d vertical and lateral load systems. d. 2 x 6 studs and larger Douglas Fir#2 2, Bridging to joist, toenail each end A. 4. First floor shall be permanently attached to walls prior to back filling against 3. 1" x 6" subfloor or less to each joist, face nail 2-8d ue structure. �� e. Sills, ledgers, plates,etc. embedded in or ] �S,K-, 1. All reinforcing steel for concrete shall conform to U.B.C. standards No. 26-4-76 in contact with concrete Press treated Doug Fir#2 4. Wider than I" x 6" subfloor to each joist, face nail 3-8d -r • 5. Gypsum wall board is used on this project for bracing of the structure. , 5. ? subfloor to joist or girder, blind and face nail 2-16d © Contractor to provide adequate bracing until all gypsum wallboard has been hind ASTM A615 grade 60 for all uses. f. Posts Douglas Fir #1 J 8 LUEN 2. All welded reinforcing steel shall conform to A,4TM A706. 5. Crossbridge or solid block at 8'-0" maximum o.c. for solid sawn foist 2 x 12 and 6. Sole plate to joist or blocking, face nail 16d at 16" o.c. applied and fully nailed. 3. Fabricate and install reinforcing steel according to the "Manual of Standard larger. 7. Top plate to stud. end nail 2-16d FIELVIC E T 6. Where reference is made to ASTM, AISC, ACI or other standards, the latest issue Practice for Detailing Reinforced Concrete Structure" ACl Standard 315 6. Framing anchors, joist hanger, post caps, etc. to be "Simpson" or approved equal, 8. Stud to sole plate 4-8, toenail or shall apply. 4. Provide 2'-0" x T-0" .orner bar's to snatch horizontal reinforcint in wails and 7. All bolt heads and nuts bearing on wood to be provided with a washer. 2-16d,end nail COURT 7. All work shall be in strict compliance with the Uniform Building Code as footings at all corners and intersections. 8. All nailing to be per table 25Q of the U.B.C. Nails called for on the drawings 9. Double studs, face nail 16d at 24" o.c. amended by the State of Oregon and all other state and local codes and building 5. Splices in wall and slab reinforcing shall be lapped 30 diameters and shall be are to be common. 10. Doubled tap plates, face nail ltd at 16" o.c. requirements that apply. staggered at. least 4' at alternate bars. 9. Cutting and notching of joists not allowed. I" diameter hole maybe drilled in the , 11. Top plates, laps and irrteersections, face Trail 2-16d 8. Design Criteria: 6. Lap all bars in intersecting footings T-0" or 36 diameters, whichever is greater. center 1/3 of the member depth. All other holes to be approved. 1.2. Continuous header,two pieces 16d at 16" o.c. T*ARDI OREG1W a. Basic Roof Load (snow) 25#/sq.ft. (snow build up 7. All welded wire fabric shall conform to ASTM specification A-185-73. 10, Studs may be notched in the lower 1/5 of the height of stud for electric and along each edge loading as per SEAQ snow a. All wire fabric shall be supplied and laid in flat sheets and shall be chaired plumbing pipes, but no part of notch is to be deeper than 25%of width of stud. 13. Ceiliug joists to plate,tcyenail 3-8d load analysis) to proper position. in slabs. Holes of diameters up to 1/3 of width of stud may be drilled in studs but not in 14. Continuous header to stud,toenail 4--8d b. Floors 40#/sq.ft. & Reinforcing shall not be bent or displaced for the convenience of other trades center 1/3 of their height. 15. Ceiling joists, laps over partitions, face nail 3-16d C. Wind 80 mph, Exposure ' B f WE: P po unless approved by the structural engineer. 1l. SheathultiY, to be APA tatted with exterior glue:, nominal sin as noted on the 1�. Coiling joists to parallel rafters, ace nail 3-1641 M>f: .�„�,�„� •., ,r, . d Seismic. Zone 3 11. Rafter to ate toenail 3-841 9. Minimum cover from concrete surfaces to reinforcing steel shall be: drawing. h>wtall roof and floor'sheathing wi facie gain p•;rpe�dicular to plate, �Ns�, 9. Shop drawings shall be required on reinforcing steel, glue laminated members, 3"4/- 1/2" to bottom of footing supports and staler end joints. Install wall hills Cit' rriz natal or 18+ 1"brace to each stud and plate, face tail 2.8d metal plate connected trusses and shall be reviewed prior to fabrication. 1 1/4" from top in slabs on grace vertical and block all edges of ihlheathing with 2 4 or thk eAkIla ing. Block ' 19. 1" x S" sheathing ex less to oaoir beae�rtg, fico rail 2-Sd 4 Center of wall roof shathbq where noted on dr..wings. See for v-AWg. 20. WiderthanI" x 8"aheadit to tach betrlaS, FOUNDMIUNS face 1. Design soil pressure assumed to be 1500 psf Lt,plus DL. PRAR 1 _ x i 21. Built-up corner sWclh 16d at 214"o.c. 1 4, ch'' 1°,R.�..�.�"TF/�2k1:�.26..lS�LS1�i 2, All footings to bear on firm, undisturbed soil or approved compacted fill 1, pll foot`members shall be manufactured by Trus Joist Corp. 20d minimum 24" below finsl grade. Notify design agetr„y before proceeding if any 2, All joists shall conform to all provisions of the 1991 Uniform Building Code. • Built-up girder add beawtt r ad at 32".,ac,I ttif► nawsual conditions are encountered in the fcvting excavations. � � 3. TJl send: v � 2*zar� 9. Dd tat excavate closer than a 2:1 slope below#focxigga. 1. Ml anufacturer shall famish all end,and intermediate stiffenf re. turd at aalr w,eFam.r 4. awn all footing excavations of loose material by head. Illuckh*andVot shear paaeis,s#J metal bridging t smnblies as mgtiirad to provide a c Ip .i<oaf stuvclm+ttl ayst�em. 29: 7 l at with beMag e 4. All Wdoing, beans$ha d'+ota>Ir l blo"S,haa"n.etc.tl 0 cortneei to�Joistr Www sonelft sllr'ength as deter;>ltinecl ty job cm lab card cylipdenr m 28 shall be pox Teta leaiot Corp. dgidits. increatte the lraipt's standard deviat a&* red 1n r ng"�°r p 5. BtrleolofFtt�rlt trlrciae eaWwIm"��i�tlt*et�'mtecda► rf�otyrttl ro prevent ttl Gi 31��ahs be:, $(NRU velfor P1 gaest7 3 - . •.. . l k+ 11•. ► + �, aM:a,Ax. I J1r,-01 14 ihru U 122 .P... h , d01 it 5W summerwood nr i;t • � . .. , ..3:._�t .:.+s..,..�i:Ji6t_.al',.�.•st..•,a:S�a._. � �.�� _. _. .. _.y v, ---. , , J ,t.. .y :.�ri1 .�: .:rr.,,llJ.�e�sl dk _3Aer�,., �. 3::...e6l.=o...•.s�5 n.'� �. •,, " �1' `; `,�'�.99 IF THI'• DOCUMENT IS LESS l Til r l IIII I III I I III I I III I I III I I III 11711 1 I l�l .11111119111 i t III 11 I�I 11 III I I III III III I I III I I III i I IIT 1 1 1�1 1 T 'ilT 1 1 1 1 1 1 III I I I I I�I�I�IIIIIIIIIIII l I I I Ii I I I I I I I I 1 I T 1 I I I l 1 1 1 16� 1 1 1 I I I 1 1 1 1 1 1 1 LEGIBLE THAN THIS NOTATION, _ _- I 41 l �I I �_.__._- !1 I -•'L_ �� -------I 11 /f�•-� a iT IS DUE TO THE QUALITY OF - - - - _ No o• S+'"-.�--� r/�9 "I THE ORIGINAL DOCUMENT. S 8 6 9G L 6�G BL G 11G OG et Bi L1 I�i�t-- tbt I S1 r,t I T1 I 1 �I r rA I Jg,11111, Tti, I G I Flii .u"IIIlll�llil IIIIIII IIII IIII IIIIIIII IIII IIfin uu fiani finiui ilii ilii ilii lel liii nu IIIA IIII IIIA IIII IIII IIIII IIII all IIIIIIWII + r/ PLYgD.mytic ea•b'Wc /r .. .i, . . . - � . 'r y..,,�i„ � . ca : '!!/.a/� � } N( �++ ,j PLYLLD. �- PL TUR. FLTWD. ��- p r •'. rj A MLyUD �- 2 .BLKG U✓Imp �' 2.BLKG.UN Imo FASCIA l 41- �- EDGE NAIL PLYLLO.TO y . TOE NAY(. TOE NAYe ElE AROHL BLKG UU Imd•boJc , •e'p/C •B'Wc iRLL�9 Bpr6'•/c 6.4'W W' UM it bo•b o/c INTO BLKG by r i'do INTO BLKG. OPTION EXTEND WA1 18EEAHL FOR ADDITIONAL iiS IN LINE OF-END WALL TO RIDGE VENT RD TRLLSS 1 Tf"Ws r 24"o/c -- FA5GlA4 TRIM - PLYWO. PLYUD. ? . �'♦ ON I em ARCHL FASCIA 4 GUTTER BLOCKING fiC EL -_ 9C1630 -6 TRUSS SEE ARGHL. END UYLL TRU69 U1Rw BETUEEN iRUB5E5 t s T%�5 SEE aRGHL. SVEITHILi Tam -BEE ARG.L JOIBM-(SEl PLAN) FASCIA(GUTTER 4T 74 2 .4• ST'IP50N a 34 AND H 18 / SEE ARCHL. 5MPbON A 34 AND H 2D /` EXTEND TOP 4 6DE5 \ d to - � ♦ •.'}T A7 E4G4TRLLSS ar EACH TRUSS 111 CLIORDFOR -.. .... .• t t' Imp TOE NAL9•B'We - GTP.$11EAtFMNG 8EE ARCwt eEE 4POHL CANOPY FROM END"-L TRUSS 80.6 c/c UNO.) 2.(.STUDS - TO TOP PLATE 2.6STUDS - I/7 PLTU)D. ` GI.G. - 2.6 WOOD 5TUD 2.4 FLAT BLKG. GYP BRD.- --- GYP.&-EATw'hG _ ___ DBL PLATE SEE 4RGHL fLLN.O.J GYP BRD.- - GYP.SHEATHING OPEC TRU59- EXTERIOR W4LL I -_ ,� $ j SEE 4RCHL (LLNO.J 51'IF'SON LUB 78 F4nNLi� ± 2.6 STUDS - - 2.6 WOOD STUD WALL I e3 6 .I_m I6 I r.r-m QW / BLOGKMGPANELBEILLEE.I / FETED. S rk• TN iRU55E5NOT 0HOUINFOR 2.4 FLAT BLKG. _ U,E56TIFFENER 2.4FLAT BLKG. WEB STFFENER GLaRITT-SEE 6 PLruD. TJ -- T LAP TRUSSES OVER TOP OF UJALL AND NAIL U.®eTFFENER PLYUD. ♦ TOGETrER WTH 3-Imo ' \ TRUSS ep•brie ♦ H2b A A34 \ 2.BLOCKMG U.JITN i EDGE NAY 1 1Fi'14 TRUSS ` LSBU FANCIER Od*TOP PLATE INTO JOLST / ♦ 5MP50N L55U HANGER BY JOIST MANUS. BY DOST MANUF. ♦t 7.17 LEDGER uATF1 eFIP60N H 25 ENV OF T TIC,q�15 SO TIF rO 6-2mp NAYS•EACH D-INTO END EACH JOLST --- BF1J'I END OF TRLBs"B SOTWTTR-65FASCIA-SEE 4RGHL. ` °..i'IPSON ELLS 26 -/ R CAN BE SUPPORTED ON p.2m NALS NEAGH �-ATTACH VERTICAL TO END TRUSS"A" TOP OF WALL TRUSS OF TRUSS 60 THAT R CAN BE CUT TA SO THAT BOTTOM SCISSORS TP.LLS$ / SET ON TOP OF FEARER FLANGE DE4R9 FW.LT (SEE ARC4�.� ON PLATE -- 2.r24'Wc NALIIDTO 6MPSON H25 t A34 GEEING LME-SEE ARCI4L FASCIA AND 2.BLKG. •EACH TRUSS / 2.WOOD STUD LL4LLL -FADER P08T BEYOND - _. TICS ` TRIk� GTP.BOARD EAM 5 Fi 2115 ON 1 EACH sID_ -.GTP.9FEATHNG GTP.BOARD WEAVER �- UIOOD STUD W4LL . (LLNO.) DBL.STUD UNDER HEADER UlALLBEYOND 2X9,15LOCKINGIMITIVIEN 1"•I-0' TRUBSES I 1/ 3/ '•t-m' 3/4'•I-m 6 3/4-•I'-P --- BLOCKING PANEL BETUEEN GTP.6FEATwr. __ 1r.. . GYP.%"T WG - TRUSSESNOT SHOWN FOR (LLN.O.J 2.65nJD WALL (UN.O.1 /f 2.b5TlD WALL // GL4RRT-SEE y be•6"o/c bp•6'o/c i .i T 2.ROOF FRAMING BLIP TO BOOP FRAMING ABOVE TRUSS.D" PLYIWO. PL' - GYP.°..I-EA iFANC - 2.6 LEDGER LLITH 8 (IlN.0) 2.6 FLAT BLKG. 2.4 FLAT BLKG. PLYUD. 3-16o INTO EACH SIMPSON LSTA 24 ON 71465 16 3/4 •I-0 Sd•V o/c 2.6 5TUD W4LL OPPOSRE SDE . - PLTUD. 8o•b'o/c PLYWD. 2.6 LLIASER UlTr4 2.6 LEDGER IIRH 2.JOST2-16d•EACH STIED 2-lie•EAC 46lI D j� I-LYUJO TRUSS / tIbp•17'Wc INTO /IbarCyp/c M0 ` 2.4 FLAT BLKG. 2.4FLATBLK0. - 2 x b FLAT BLKG, 6PEON LUS 26 1TRUSSMI \ I :I 2.6 LEDGER Uri PLYWD. PLTWD. . 2-16p•EACH STUD // / R-PSON---� TRUSS"u' TJI TRU5J 2x4FLATB KG / _ FFL1C 412 / 2 x 4 FLAT DLKG. / e EAOHTRUSS F48L IA O ON TOP OF WALL �. SET ON TOP OF WALL AND . NMb 4 A34 SET P4RALL4M BEAM Al AM BEA RAFTER AT 154 31/2.II V6PaRM CANTLLEVEREO TO PICK UPBEAM TRPLESTLDAT E P OF UNDER TRANSVERSE U)A" UALL UNDER BEAT? 2x6 WOOD STUD ULALL \_�- 2 .65TUD WAL-. AT 154 SHEATWNG RUNS 1FF2U f . 7A .ANGER BY MANUF. aZ OIST 14 5 I6 3/4'.t.m' 6 I .v_m 6 6 t.1-0 51-11-$ON 4 34 PLY'WD 2,4 - Ime r 4W,INTO TRUSS :Yulp OVERBUILD UBS OR2.4FRAMING GORDER TRUSS 24"o/e PL WD. LEDOERIW2-16o LEDGERUY2-iboEACHSTUD EACHenD II A goo PLYWOOD E U14LL 1RUB8 I PLYWD. PLYUD. BERRY-NORDLING 84WEEH6,IN01 ORTLAGON10HIrtPLYUD. - romw+o.aR®onnmleT7PSONA34 bp•6'Wc EDGES � - 2.66TUDUJOOD NOW(sm) .T/REalbl •24''010 I2'o/.*FELD FLY= FA1113BD122T-T16f PLTWD. iBLOCK ALL EDGES OPTION: ��. RUN 4,BEAM INTO WALL ANDSETONTOPOF4.4 POST.4-Ibp THROUGH TRUSS STUD ALONG SDE:•]F BEAM ' � 16 BEAMSET��T $OUJEN EDGE PLTUD. DEA1'IHANG90FF F4GE M UIALL t' '4; INTO BLKG. �q�L \ SIMPSONOF LWLL F�ELDGREST .ti -SMPSON L6T4 36 V -\ 1_ SMP60N FL1BG 46 HANGER /'�k ��I y - 2.STUD CEG. , _ SEESHE4R GDURT TRUSS WALLSCHEDULE 1/2'PLTWD, -- I/7'PLYWD. SMP90N ST 2215 WOOD STUD WALL �- GIRDERTRU55;VERIFY GIRDER TRUSS I VERIFY NUMBER OF LAMINATIONS `! 4.4 POST IN UTALL I 4.4 POST M U1ALL S 7.6 BLKG.BETUEEN TRUSSES NUMBER OF LAMINATIONS 3-STUDS AT CORNER W/TRAS5 MAI-W ) U/Imp•12'o/c INTO BOTTOM W/TRUES MANIA) UNDER TRUSS 97, OFIORD OF GIRDER TRU65 TOB1NDFLOORmNTINLIQHS UNDER BEAR yyi 4 r,P�r bf}�._w.°SI PSON HLB 26 I w.1w VM1G�i�/Tl CEILING 1,t f -01 V 3/4.1-0 23 �A 6 3:4 .1-0 I InL weM +ffs ! R O uRTA" .•�t.�mu3�.11lI .� `r ,,. I bltlmi Ul2'_ 1 l ill �. nmerw•od Vi �� ■�� IF 'hill DOCUMFIIT Ip LFSS ri III-111 I I III1 111 N'll 111 11111111 1I I III III 111 III 111 111 111 I�i Il.'Illl ?fill 1111 111 111 I III 111 111 I 1 LII ITII Ijl 1 1 11 Th 1111I 1 111 III II' 111 III 111 1 I l _�, _ 1 LEGIBLE TITAN THIS NOTATION. I �� 4� � � � � �� I � � V� � � 1�� •�� yyyyyy��f IT IS GUY TO THF( QUALITY Of {y( /(]uVC� arl yy./ TRIP ORIGINAL DOCUMP.NT. '/rf,_J `7 f I/ �IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illl�lul lul�lnl�II�IIII IIII�IIII IIII�IIII IIII�IIII IIII�II17uu�llll Ilu�lul iul�nu illl�uu Ilu�lol lul�uu im�lm IIII�IIII!III�IIII IIIIIIIII`111111 VIIIIII'lllllll unlull RI11IHN ullllll Illiul30X ..•� .w... 3.: , ..yy�- ±*. .,,R,. i ..Ir ':p:?I� r:."t:. g Y�v;, Jnr,*mac"T'iy:'�r,n a�E' '11;'Ft9h!'�-.vn*.y-;;.mil, c ; .. iliT am V FOR AmTI xAL ,'! - 4 FUR AUDfTIOr a:.. SEE ARC."L.FOR 4 INFORr1ATION __ > --- 2 _ b' FDR W.4t L. x b P.T PLATE UY•?/8' x It7' �. .. FfElt6H _ A DOLT 0 48"O/C z' e y+ ONC L l r IS GUNC-FDK UWA-L . f s 4 1 :. r` - 2 x 6 P.T.PlAT1lF l:L 5f8"0 x Im' -_.'---� !3"G FDI �, — 2 x b STUD WALL / ✓ + +..,.: �> _} 4 11 D A,BOLT O 48"O/C ol i 1 x b P.T.M-ATE W/1/2"o x Ier f ` �` i i• CONC.FDN-WAi 1. `r 4"GONG.SLAM - .- PORGN SLAB / 'l r 6 P I. BL.KG. A BOLT�48'O/G F-—'_-...- � ON GRADE AT • ' 'I. SIMIPSON A 34 _ f 2-o4 W Ohl GRADE AT \ k� ` ..d.R... (� GARAGE 'S Sm PLAN _ .,Tn -- 11 ==1 f I 4 - • I• b ULat'A'1—SEE FDN #---- -- - ---- AT 7-R7`s N s4 ® al PLAN FOR ,• LIS€04*18' o/c MOWZ. - li N V i �- Ton PIAGE?'lE1d EXACT OW PLAN / milIV AND VERTICAL IN WALL - b'CONG.FDN WALL SEE PLAN � ✓ -`' PORCH SIAL! r= I 13 G FDN WALL.W/ - ��_ / W1 FF•I WOOD FRAME FLOOR 9 04148 o/c VERT. _- LALL DOWEL*24" o/c !"" / _ Fr1p _ - - -- ---- J � �UNlT PLANS n G F"H.� 4■� PLAN Sim q - 6 GONG.FDN.WALL � � --- - POST UNDER �. BEAN-SEE rl-,N\ V@RT.REINF. v \ lil� _1rli-- - wNLE55 NOTED - 8 x P FOOTING lW OTI,- I SE 1-o4 GONT. / --- E,EE/02 Torl Sla a , ■i �. � b 4 2 x b STUD WALL --- -Q UNLESS NO'ED _2 b STUD WALL C'TI-ERWISE x " ____�. 2 x 6 P.T.PLATE WV V71 x I®' A.BOLT 0 48'OIC `. �•,r 2 x b P.T.PLATE W/1/2"o x IO-' -- VERFY WdRG1�L A.BOLT•45'0/C 13`GONG.FDN.WALL , h POIbCN 5LAB ,.„ 11:°'x'•;. 2 x b STUD LLIt.LL i" 2 x b P.T E°lL.KG. ' 2-b SEE ARCI-I'L-FOR -- - FINISH 2 x b STUD UTALL 4 COW_.SLAB C •9 �� 2 x b P.T.PLATE W/V7•x s"~ Sf 1P50N A 34 b"GONG.FDN WALL ON GRACE 0 \ °EE PLAN j 040 !-XXL 0 24o/c A.BOLT t 46'0/C 2-04 - x _ 2 x b P.T.PLATE W/1/2' 0 x 10 =1 v J \ 0 VARIES SEE PW►� 0.r • �"' � `' l Al � ;� A.BOLT�48 O/C a v t U 13' COJ.FDN WALL UJ/ AT 12A n' 04*24"o/c{-IORIZ t S r n 4"CONC.SLAB ON � SEE PLAN �4 VERTICAL C GRADE d 13" SLAB TFC SIDE B f. 4`GONG.SLAB ON GRADE - • A' p • , GARAGE SLAB y � A L FOUND.WALLL AND E�tTENDB AT GARAGE 6 CONC.FDN.WALL OG \ • - `..,,/ - i f,Y SEE b"GONG.FDN.WALL > µ{ v - - 3 1 - � +' a v . 04 x DOWEL Y / ✓4 ; , r `? VERT.REiNF /�- 5/8"0-EXIIAN54ON f - • 11111IU1 / T wE''#SEDMEN 14 ''T) r VIII €u1l=ulll= - - "NLE-9 uiisc� SHORE UTcr ALL WHILE DUUEL-5 -- — 201 �I BACK FILLING-L.EAVE IIII SHORE IN PLACE FOR -- WODD FRAME FLOOR p SEE UNIT PLANS � x' 14 DAYS AFTER FLOOR o5•IB"o/c q� SLAB PORED� A • POST UNDER WOStZ.t VERT. a" FLR BEAM 13"GONG.FDN.UJALL BEAM-SEE e 13 r Q 1 1 ■C-iD "'i -- U l4LL BEAM P1ERvr=NDICLIL AR - 8 x 20 FOOTING W/ 1 ~� •LI ~~ 2-04 CONT. TO —15 AT iIA 2-04 GOVT. SEE 15 • SEEARGNL.FOR \ W SEE aFzGNL.FOR T._� SEE ARC14L.FORFINI:,H F a a ��- 2 x b STUD WALL. �i r -fir,=- ;li(! I =-dill:=lily_ FINIS I \ �— 2 x b STUD WALL 2 x b STUD WALL .f r 1� 5EE 2 x 6 P.T.PLATE W/1/2"0 x iO' 1 ®18 o/c L, s x b P.T. BLKG. � 8 x 2m FOOTING - INIh!I 1=I!I -� A.BOLT•48 O;G NORI= t'��"r - 2 x b P.T.PLATE W/I/2"0 x lO I 2 x E P.T.PLATE lIY I/?0 x iID' / 2 x Co P T.LEDGE LJ/ / A BOLT 46'0/C / WOOD FRAME p■1'-O A BOLT'48"O/C - 5/6'#x EXPANSION 2-04 µ � FL OOR-5EE _._.._ 5N`1PSON A 34 AT 13A COMPACTED 5AGKFILL. _ / L1MT PLANS \ UNDER GAfZ:GE SLAB v - 2 x b STUi D WALL I"■1'-m" BOLT 24`o/c FINISH GRADE SEE ARGI-1L.FOR DECKING '4'EMBEDMENT) ) 4"GONG-SLAB "�-- TF NS SIDE FIWSI-1 / ON GRADE AT SEE PLAN t ARCHIL. GARAGE dOL , til 5EE PWN!ARGNL A BOLT 48' O/Gi j "� GONG.SLAB ON GARAGE SLA® 04 x - DOU.EL' `III 4'GONG SLAB ON �- GRADE AT GARAGE Q �... VERT.F,EINIF v GRADE AT GARAGE 2 Y 6 P.T.LEDGER Wf SLAB - 2 x 6 STUD WALL 13°G�NG.FDrI WALL P.T. � ; --�- _, ,._.._.,y --� OM PLAN 4 SEE PLAN 1 �� /`r BOLT 9 EXPANSION �/c�� FLR.BEAM �.s �. 04 x2-(o -b � DOUIEL a 24"o/c . J� b P: DLKas. 1 IIII=1 I r II I I =III ==11111: i� v Q� /?' / 4 EMBEDMENT) 2 x b P.T.PLATE C!/T 0 x I0 !I / II VIII=IIII_ 0 \ �� A,BOLT 48"O/C !0 S�0N A 34 8' x 2m"FOOTING UJ/ --- P05T UNDER V �� --� POST UNDER v 10 c� 3 2-04 CONT. . „� _ BEAM-SEE 1 �z ca 13"GONG.FDN.PLAN 4"GONG.SLAB ON GRADE l 86AM-SEE 1 ,.� AT GARAGE 11i1-11111:-:11 � 111 IIT-=IT _ v i_-,__ 05 xO- DOtLEL FLR BEAM ✓ERT.raE1NF. - 13 ;1111.=T----f 1fll=i1Tl= ;; • s ,, r I'- 8 x 20 FOOTING 04 48"o/c VERT. 4 '. WOOF r=R,AmW4 FLOOR 1Tf11— 1=Ill I 8 --- C -- UNLESS NOTED 1"■I'_O `_<` Ul4LL I I ^'Y• -t ,r•, -•. .'r `� C.b. - 'y,F... -.. -,751 .'1 ,z v - k n i. .w.._ ..4, "t "r 'C!+. °a:.a Fe.;,ir ..�.'.'4.t•r. q.Nl!'.,y .rw��+, 'r"[T" t •� .+.!'o.w _-�. it!.c'?^F' +, xw - 1 ' SEE ARCM._TO VW12Y 1 8d!W o/c 115 PLACED UNDER PLY WD -8d!b"•/c x, ' - I ROOF SHEATNNIs OR AT WLYWID. FOT7r_1 OF ROOF FRAt%4 FIRE W4L PLYIi�. fcuE-EASG14 ARC L �`. 50 ARGHL 2 �--CAA 2 x b RAFTER \ } w". \ { I z SEE JOIST OR RAFTER TRIJ&6- 1/7'GYP.-SEF UNn- SEE UNIT J016T OR FRI"I SEE PLANS FOR NAILING JOIbT OR ROOF FRMG L1N1T ROOF FRMI'a PLAN - TR11t3S PLAN a x 6 STUD WALL SEF ARGHL TO VERIFY S7 FR!-1G RAFTER - WHETI-EI¢GYP BOARD NOT USED PLANI.-PLACED UNDER PLYWD ✓ PLYWD � / PLYWD I ROOF SHEATHING OR ATJOIBT OR � DOUI9LE 1 x b -- l TRLI66 F�Ai�•f-iL --� � �T CR I SCTTO~I OF ROOF FRAT"ING \ T!lI16.9- YFOR FIRE WALL REQ. PLY WD -� I STUD WA1 SEE UNIT am Lw \ ROIL FRNiCa _ �t_.c�� - i PLAN PLAN .6 B�;v> �1NG � v - I!�'GAP.91IEATHNCs- .;RG��L. 1 SSE 2 ; SEE Ar1r i F R F r45H -��'_ EDGE OF FOR Firll4 ® . - Y b LEDGER WITH _ ADJACENT UNI'.' _ 2 Y b STUD u1Al.L A - 2-t6?o AT EAC.44 STUD I , UalE3�E : • e.-57 JD U.L:.LI_ ° ( JOIST OR TRUSS-SEE ' UNIT ROOF FRMG PLAN - EDGE NAIL PLY WD. EDGE NAILOVERMULy PLYWID. FASCIA- T , ✓� . 'f SEE ARGHL PL7WD. -� _ SOLD BLKG.-SEE ARGHL. FASCIA- 2 x 4 FLAT - �\ r I/7'Gl'P. ol - GONT.BLKG. SEE ARGHL BLOCKING \ '—' ` SEE 2 TOP CHORD BRG. TRUSS -- EDGE NAIL SIS SMP50N A 34 � � TRUSSES • BLKG. T EDGE NAIL r - \ Pl_YWD. TRUSS .- pVElQBLW_T 1 PLYWD. PLYWD �y FR 1FRAM5G OR Ib 2),4 -- BLKG l 1/2"GYP,- ry5` /// SEE 2 _ 2 x 4 FLAT _ NOT USED OPT N BLKG 4. D011SLE 2 x 6 STUD WALL / 2 x BLKG TRUSS LAT-.G-IORD BEA RINGTRUSSES TRUSS OVERBUILT j. TRUa5ES -- - ---1 I PLYWD. SMPSON L.US210 •—` -- BLKG-SEE ARGHL O`r'Er�lsUILT TRU59- �� TRUSS _. 2 x BLKG I TRL13S .l --- - -'-- � 15 a OR 118 \ SIMPSON H 2.5 IIIA 56,47'EACH -T TRUSS _, • "t VAULTED TRUSS Uk4ERE - TRU55 2 x b STUDS 24'o/c —� _---- ' OPTION SEE ARGFdL. FOR ARGHL 2 x 12��WC71 \ RFQV.-SEE ARCI-1'L.PLAN FOR fIN15a-1 TRUSS FUR FINISH 1 STUD WWLL p S-12 L !EACH STUL` -- ='- DOUBLE 2 x 6 STUD SEE ARGHL.FOR FINISH W-+LL SEE ARGN'L - OR FINISH u WALL - - — DOUBLE 2 x 6 5 rUD too *\ m No�W PLYWID. -- EDGE NAIL FASCIA- FASCIA- — i- SOILD BLKG.SEE AR;FAL PLYWD. • ` SEE ARGHL SEE A2CHL / PLYWD. I!2 GYP.- 2> 4 ON TOP END WALL TRL 65 't" + OF EA.TRUSS PLYWD. / J 2 x BLKG.W/10d •r5►.�..• � GLKG. SEF 2 TRJ5SE5-SEE PLYWD. OF EA. !24"o/c BY TRUSS / r I'OE NAILS 2-10d OVERBUILT _ELOW MANUF. 2 I 8d 6"c/o INTO BLKG. 18 ROVERBIJILT --- /-� OF SOLD BLKG.-SEE - TRUSSES-SEE I8 EDGE NAIL F I • ARGI-IL PLY WD. 2 x 4 BRIDGING IF"1,4' EXCEEDS 5'-0" BLKG. FASCIA t GUTTER T _ BLKG. �f `. 2 x 4!24'o% � / N�.,�" lip" 6CI690RS TRUSS / SEE ARGHL. SEE ARGHL. 2-10d TOE NAIL AT i-P1165 TRUSS ;; 2 x 4 IDGING IF H' �� END LWLL TRUSS TO j EXGEE.;�S 5-0" TRUSS BELOW VAULTED TRUSS WHERE 2-10ci TOE NAIL I PLY WD. PLYWD. SMPSON A 34 AND H 25 - REQ'D-SEE ARGHL"LAN I AT 2 x 4 TO TRUSS AT EACH TRUSS „ 1 _ SEE ARG +L Lj 0 w r, DOUBLE 2 x(o C-TUD WALL GYP.SHEATHING-SEE �8 TRUSSES*24"o/c TRU55E5 6214 o'a . 5 I VAULTED TRUSS WHERE V y R ARGHL- BLKG. PLYWD. SEF ARGHL.FOR FINISH EQ'D SEE 15 \•�� --� SEE FOR OPTION U51NG TRU55ES -� DESIGN THESE TRUSSES TO 5UPPORT ADDITIONAL 4 r , SES ARG1-1'L FOS F I IISH IS - - B 10 PSf DEAD LOAD DUE TO OVERBUILT TRUSSES DCUBLE 2><6 STUD WALL _ 13 1 n r•r-m' 8 DOUBLE 2,(v STUDS WALL ---- G7 TR;1.,g WD. ,\ SEE ARGHL.FOR FINISH 2),BLKG.W/10d TOE NAILS 0 8 o/c Q.a s•b o/c INTO BLKG. 1� SOLD BLKG.-SEE -` \ I'.•1'-0" t ARCHL b BERRY-NORJL.INGI ENGINEERS,w PLYWD. -_ 3607 S.W.CORBETT AVEM IE �- PORTLAND,OREGON 91201 �- SCISSORS TRUSS ) -771!1! SEE ARGHL. t FAXOM)227-77114 --- 5R 1F'SON A 34 AND H 2.5 AT EACH TRUSS ___--- TRUSSES-SEE 18 - I � 5OUJEu FIELNDO RF, T•. I ✓AULTED TRUSS WHERE , • _ REQ'D.-SEE ARGHL.Pl�1N COURT „ --- -- DOUBLE 2.-6 STUD'WALL T*ARa,�7RE115o l �. BLKG w SEE ARCWL.FOR FINISH 04 • - - pIF7N7 '�m r. GAFF tN01 fl Mw Awws'am"; OA IF I ' "FT TME, 4 f MIA 4 '� At Ot n-n1 14 thru 012' Ak'Summerwood Dr r r • - :. � ) , .. . �- ;• .�.,:. - �•.. . � . .�� T ll� . ... r 4 i. . ... ;! .'A.. i��c:._ _.•�,�d)I' ]ice.:,r....,... .L:��:.,�._ :.... ,;�=L�1 , , ,.. -. �, a .5 .. l � i •, � ... yew rr. ..�, ,( - � •n...4. '2. �yk'. � - _. 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IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, r rll r I ili�il! I VIII I III III I1111II ili III 111 ill III 1 I�I Ilei !Ii III li il! !IIII l 111 111 I 1 ill 111 IIIoi ! III I I II 1 IIIII�I IIII [T IS DUE TO THE QUALITY OF N.ae THE ORIGINAL DOCUMENT, - s� � Irrk i1I Ir �� ►t �� T121111 ll21191-1 lli111 I111111ll IlllllIll Ilill!11111111111111IIII�II I IIII�IIII Illljllll Illljllll Iilljllll Iillll1,1 Illljlill Illljllll ilUll illl�lul.illlllll�l iIII�IIG14111ui lill�lllllllllllllllilll�llll 111 THE Islllllln ciililn tIIIINII - - ,1=.� hi��'��R��•J'� �, �5.s .,;h�;.Y ,l �.a w, -^;'i4. _...•. . ;. .� ,��,yL - ,3y�C.4rS. t4 F L _ �y e r�, r Ft'' ELEGTriIGA� sY�o� '` ', � no V.Dur-Ex OUTLET WAL-PI>"W Tmw%ila►il OUZLrT =0 V.OUTLET T!'L.MHIMON OJ114T T1O'11011111ITAT - VMIIN1Y * ; G UTCI4JED C'UTL$T wwACL'T YJIAear, f P5 W-eLAk4 EOCKIrt LR TIfAJ WV FIVAG � u1I!1.4Tt-erQ"I%cCR OUTLIFT � WI�Adi4 IDIIJP'GtivV.. 't:, r pp #m 1%IIr.K'L P1ptl�ITEU •.+ . �•. 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SLECT1tlCAL 04111110Mr TIM NRNQ11IN11I .A 5 ® —� kNL+OGGAIMM UM ME t fi y� t: , - 11I 4r , 1•rL ,.fir>._=,,,,, •��...,..,e :,.:.��• _.__. � 10 a r ® M' j G5� A PROPkOSIDNAL 001111WO 1ATIONGARAI ..._.+ IM2 lTt44�T SALM ON SUMS 3WOF"NER GR GNdPMTL,AND,01110N $72A-244a u*A r 70""0116 IN>>tt SW'RAX 60 *91%14 s ..�i--. T- •44'1 -_--_ --- - B O w E N i FAELDCRE COURT , f a- TIGARD. OREGON r r On rg JAf11�11N 1 tMt. ,rt S y IwFVwIpNi . ATT+ , - ^ f � � y � ,ill + ,��', �,'.a. 1 + �Mt •' : M' ry, It ar r '4 r t 1 4 p'. CTRI Y4;s•.4YT °, ► I aJa i t `i ��tt'r, ,,' s ., ��tl �., sus ,rl�i�• }'� e.. � Il llhrulil 1e ,. \� IcrS+uud Ur rqmwl + I► 1 1 U(S5 till 11111 ., I�•. j � � Fa`k,,111 l �, `, ,F'� ;..^ ,a .a. - ` ay � 1, f • f ,r' •l r . 5Q. 1 t i :. .. ;cal. r.:' t ,r�M[.*n:a'Mr6 +H!rA:�A�i�'..J�+R.:•��di3.:.•�d�..x., ::<.R►.,+� •4^ _, � ..�.., ,.. . .. , r t .. ., .� +.,iL,,:i, .'i�. .r _�t.�c,...,-.. � •sfai'.,w•a4s.-.1f1 i, - .� ...� 4; •I�+ .tw�•.s.,#.. IF THIS DOCUMENT IS LESS Ilr .Ili ilI III Ili iII I i ilIJill ll_-1.1T1_141.1_ _I^iIl l�III LEGIBLE THAN THIS NOTATION, i�I�I III�III _�ill iill 1Ili 4 IT IS DUE TO THE QUALITY OF ill�ill II��li�IgII II_I t��l�� , tl,r�tlt 111�1_�toll ill�III NloI.lee l iIiI► SI�I iilI lIII #ugus%f as ?q THE ORIGINAL DOCUMENT. �IIII illllllll IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIIIIII I IIIIIIIII IIII lit,II IIII�IIIIIIIII IIIIIIIII IIIIIIIII IIII Illi II III Illi illi Ill llllllilll uG tlll�lni II Illlllllliln�iltllllII IIII Ilii ilii Ln lu�gii�nil 9n�InI yll�nn sll�nn Ln ilil�iiillilll r .t S'F Woo � G7gIGAl. SYMC7 - _. GY V D1r11"I.EX CUTLE7 44" HCANTIED TlLEf'IxJN)E CXJTLET (' w-FLAN 6exACET 190 v.txJTl.IT No � TELEvIA10N dUTLlET PCAWl!LAJN SOCKf t t3WTCHED OlT1l.Q'T ® R1@t1P'IOAYI►7 -1iE1lM�1' EII�.�.E t'KJ11+'ipr� LOCATION Y✓►N'AG y _ WhAN-*V°VDCP OWLLt ® 4AM Wat Dif1"0EAL 611itlACE WXNTM) Ul ar Tcm dFlG�Af7ll�p1'A"tE7 MEEIeR A TSRH FZ'LAN SOGCET ubP°tlt.L cHAN fes\ V I.1Y.1G WXWnm FN1 Y�„ I�Ga6AED CNILNG I'9G NrED - WWACE T'ICINTLC> L4W FIX1UM ® L 6 FIXTuple O44A+IAf FAM TT 1� p LERN6 I'10W W 9XK4U67 P^WRAT a LXbWf ® MC4 �4Aia L ICaN T FtYfilAlt LLIAI.L WANTED LIGW FIXTURE I TT C¢ Mm-pvlmowta> urc►+ hLliOIVE&�R'fT L16iiT WXiI/L �` WALL 6COWA LKmW FIXTURE TM�YAY•610704 riALL-r9bl/�fi1lA i'�4TEIP. 0 TRANpK.�SV'�'.It L-�� PAI•IEL 4 PENDANT LW4T Pu nM O xNc wk wx T elcrn+c MINN LcicAnar al coo�e eeLL � �•,„ , 6 DOOR GIM! .r !.rP p. WALL f'•IOW W Lkb4T PDMM ® 1 f p,A W1 PNQTO Cm i EIIRTCN V RIOT 5 TH ID_ H—l"I 140MZCNIALLY UY C,JNTEpR1_INE "A% c rrlr}cAL OUTLET6 AFM -�raXW OF COVER Fl-ATF 0 12' AbOhrt 1 ,. 9. NLa kprr WEKIWT8 1 LOGAI IQ OF ALi• AkJ e.TION MOXE6 UTH 3. SUJITt WIC SWUN FUNK E>j;"J,IQAAID RiCLL15Ylt bEPARATE bWITG14E6 flKJIR F.:ac�41tJ!!'T,HE�af,MID Ld6M(Y «.�, Qd n9ft ft"1ULOTRAT1E ;1 __ ._ __—_.__}��•-•I,,,�,,, �DItd10W 0811'GK.T ^'t a ,•�11�r�W.!£ 6 T i� ODOIpM�Z1t M"If�t D1�TiCTa1R , I IGOC.41 k71�b U�7N TIr�J ��t•• • I t � C l 1� LD ! :.+Oe+�,,,,v..: ,m,.w�.w.. •__.�:...r.+........ ....�...:.« � � \�// f/ far 'tj r M- tD 44 .♦ II I VV '�.�.,� (.._._-- at I.. 1 r + 1 GARAGE GARAIIIE DooRe I I . I ^ R c w 1 T E C TOPENER OPSe s P 4ACM�U Sp O-EltSION PORA OON l� — GARAGE PORTI.ANG,OMGON W209-244.7 04 b I 1 R I T3JF'WW 2U bM FAX Oft 24116 4 1iM I iEP BOW __`._._ ------ ••I• __ _ FIELDCREST. . ' COURTY^1 a ::,�, >, I , TIGARD. OREGON Pma-mc r w, 94062 , NEW �1r Sawa, a r _ 't' 7 IM , + � 1 �. �r,, 1 •;�• j t �� I t r.1, a:,.,,+}}.1,*��yy�,..t l • ' i I; y v r lily gl. ELECTRI M 1. � X - r. 1ti 196-0114 thru 0122 ' c � 13495 S 1 i W Summerwood Dr ' ,I ol'5S ,. !'� �•t:Y uE'.'c-"It' •w ow ft rP'•� RAf:��,ft'S7►'75'��. h„1111,, y,�..� .. ,I'K.4.-',:' C•..., .`�. i G,a..*.'. r i i '� S.�.. .- _{ "'., f "'"irb sl�./..•laSYP�� f,/1�1.�'\'�i� ..- r�l1 -.rte 13 .c�i 1 �"1 ., ,, I I -1 1 1 1 1 1 1 I 111 l I I 1 1 1 ► I I 1 1 1 1 1 ) I 1 �1 1 1 1 1 1 1 1 ! 1 �`�"" `� ". ..._�__ IF THIS DOCUMENT IS LESS LEGIBLE. THAN THIS NOTATIONp �1___� • I I IT IS DIIE TO THE QUALITY OF &:Clem— �^�� THF ORIGINAL DOCUMENT, �911 �— II _ I I I U/ MINI IIIIIIIII IIIIIIIII IIIII111F8111111 1, 1111,1811�111111wlllll,illTitlellIIIIIII lllilllll IIIIUIII IIi1Ill1 111111111 lilllillillllllll;1111111111111111111111111111 IIIIIIIII IIIIIIIIIE"'llIIIIII L111111 11 11111111 IIIIIIIII 18111 1111 11*ily I -. ;*,., r;,-,�,� _ r , ..-.a. 'Wa,,..a � ,, ,. .. ..,.. I .,.. _ s e� •,,._ •,r- .., .rd;.. � ��-t - .�,.... .._ �. •'i-'.� ,:�.r. .. -. - ._, ,y,...�. •, ..�,�.. - , I. .. _.. t. -.- .. _ ,R.-'7!R � - .. _ �� .� ^�. .. 'y,... '4 I >t ! I_ �..-_r-�_i r. 4 ' j n�,,15 r_ Jit• ` --� _ PLUMBING CONNECTIONSC, .EDULE ! 1 j � f MARK FIXTURE — —CW NW V W REMARIC6 { ' I WC-I WATER CLO6E1 1/2' -- 2' 3' - ---- I ' '� LEGEND L-1 LAVATORY 1/2' 1/2' 1-1/4' — 2' - COUNTED MTD i-".�_� r`r_z�- -»1�_� —_ .__ � a° 'a' - .�_T `�' _ _. aa�, - --__ _- r,�� ^= -�- - -.�-. _ _ I O CONNECTION TO STU5MC>I AUT SERVIC,", L-2 LAVATORY I/2' 1/2' 1-1/4' 2' WALL HUNG MAKE 5H-I SEE CIVIL DRAUANG6 FOR CONTINUATION. ! % _-__-- .1 ! PIPE WATER HEATER Pft"U�E/TEMPERATWIW 5H-2 SHOWER --- I/2' ir2 1-1/2' I 11 _^T_ - _ 1/2. RELIEF VALVE TO EXTERIOR, TERMINATE WITH A 5T-1 BATHTUB I/2' /. I-I/2 2 I j ( I ri 43 4 TURNED DOWN ELBOW AT 12' ABOVE FINI"D GRADE 5-1 KITCHEN 61NK-� 1/2' 112' 1-1/2' �i I UICO „ VTR �I ° O OFFSET V2NT IN CABINET SPACE TO AVOID Dw-I DISHWASHER 1/2' - 2' 6EE 1•10TE I. i �•,� 1 , c ,I L = _- WINE�OLU, RISE IN WALL. T CW-1 CLOTHES WASHER I/2' I-i/2' 2' - 1 1 I I _ - -_--- —=-L ; I 0 '1'HW AND 'TCW UP IN WALL TO FIX M ON HD-I HOSE dl®B I/2' --` •- -- FREEZE-PROOF ' �\ QW 1 -•_}--- I - �1 2 s l �4 �� ( i SECONt0 FLOOR, SEE SECOND FLCXM PLAN ?! WH-i WATER NEATERiq• FOR CONTINUATION. t .—...- - , C 1,2 FLOOR ME FIRST • ! _ 'S HW AND 'CW FROM FIRST FL �! NO E --- — - `'�Oikuw3 6 FLOOR PLAN FOR CONTINUATION. ` 1 PROVIDE COMPLETE CONNECTIONS, FOR DISHWASHER INCLUDING WASTE - �-""- I'l'CW 1 ; ! 3 - u. WC-IF PIPING 4 WASTE FITTINGS TO AND FROM DSS-"6HER PROVIDE APPRCVED AIR ----� --- DOWN I _ _ _ +J I' �� I 2` WASTE FROM FIXTURE ON SECOND FLOOR GAP FITTING FOR DISHWASHER DRAIN, INSTALL AT 5-1, PROVIDE 1/2' VALVED r - -----— - --- - HOT WATER BRANCH WITH vACUUM BREAKER FOR D15+r111A5HER PROVIDE r �� __• , 3' I pT-1 I 3' WASTE FROM FIXTJRES ON SECOND FLOOR v 1IOT WATER PIPING TO AND FROM D161IlWA6HER LOCATION ANG K!TGHEN SINK S-''. I _ _-_ I _ 2DOUN I_, I I f - =_i--�\ �` —�� -- II l I t 1 _ _.. _ _ 2. 1 21V UP U '%'CW UP IN WALL TO fIXTUIE ON SECOND 4.1 i I �'s '�O - -- �-� -� U FLOOR, SEE SECOND FLOOR PLAN FOR I�.. — 1 h� - II '� FOR CONTINUATION. 'S -1 2-i �_ �� 4� '*'CW FROM FIRST FLOOR, SEE FIRST FLOOR PLAN FOR CONTINUATION. C, � I __�.�._—.� �; - -- - - �•- Im PROVIDE SHUTOFF VALVE AND DRAIN D4tW .1 VALVE IN CW SERVICE RiftiR !�RG9YI� AN , DdW I�' !! ! - -- ---I a'W _ _ Q--4. , ACCESS PANEL. ,••f •r» 4'WCO ! 4'W-• CTG I� J LEGEND - -�. — -- - --- --- - �� GOLD WATER— � ! `I-CW j I I • --- �-- CW GOLD WATER, BELOW FLOOR OR GRAC,F G G NATURAL GAB -- . . — HW HOT WATER e I i ie ----------------- V VENT W 5*NITARY WASTE ABOVE FLOOR OR GRADE W SANITARY WASTE ESELOW FLOOR OR GRADE I ;J ----A•---cTrA I -- y�, CTG CLEANOUT TO GRADE � �•��,�,-�- I y. � ,�• FCC FLOOR CLEANOUT ," � . . ;r "'••r U1C0 WALL CLEANOUT b SHUTOFF VALVE, BALL VALVE t ; ------00 PIPE UP --v PIPE DOWN AF DOiu" A2 PLUMBING SECOND FLOOR PLAN UNIT A Al PLUMBING FIRST FLOOR PLAN UNIT A AFF A80VE FINISHED FLOOR TYP TYPICAL 1 /4r. - 1 ,-O„ 1 /4" _ 1 ,-O., VTR VENT THROUGH ROOF I I, _-y - - PRE SSURE/ TEMPERATURE f{-� RELIEF VALVE I .� r I I I j 1�2 , _. .yT.•.i SFO PlinF s i • �. --- --PIPE REL IEF FULL SIZE TO OUTSIZE, I /f �! 6 I 4 ON WOOD FLOOR ° II II PIPE TO DRIP PAN _ DRIP PAN, ON \`- - UNIONS I I I C11�?��R ° 1' I �-- WCO C�r} IS 19�y WOOD FLOOR j T �/ ONLY � ` - - '' JL-_ �• �� I �� Ro � DRAIN VALVE -. \� -- ISOLATION VALVES DW-I _�-- '-L L;°IRB 630/97 TYPICAL i 1`.- 2'- �'s'- j-1'- I' , Aku_ IF I 1' ROUTE TO 2•CW 3 24 4-: I 1 OUTSIDE VIA / - _ I r O 2' - �+- DRAWL SPACE 21v UP 'STAMw. 4'VTR ti( .�-. •-• -. -u — L �-I �J 33 KM. RRST AVV4UL SUIT[2 2i 4 PORWAND, OftIM onw I ,• r i�i' I,�' �J / _ 'O (%3) 2441-0227 FAX 2ee-W40 i DOWN✓ 1�' 5 �J 14' j 1 4•WCO PIIOJBCT BOWEN + j FIELDCREST PLUMBING _EQUIPMENT SCHEDULE ► , COURT _ MArdC DESCRIPTION — — -- - -- ELECTRICAL WH-_1 ELECTRIC WATER HEATER 52 GALLON 5TORAGE. TWO 4500 WATT :40 VOLT, I PHASE ! ELEMENTS, NON-51MULTANEOU6. IS GP" RECOVERY AT 100 DEGREE RISE. GLASS LINED TANK, ANODE ROD. DRAIN ✓AL'/E AND ASME T4P RELIEF VAL/E. SET TEMPERATURE AT 140' F. I i � I •� 1 TIGARD, OREGON - BASIS OF DESIGN STATE Pv-52-20"-F f ; I I ` , PROJECT No 9'S9fle3 FkE NO. S9p4'sJP11,Dwo ` UA TE Z/I 1 4/905 AF v,ftONf � PA f! � Dl1GIY•TtON r ' 1 ! 1 '/ CTG 4'W y, YN�Fr rrrLr s / UNIT -- A , UNIT -- B PLUMBING ' B2 PLUMBING SECOND FLOOR PLAN UNIT B B1 PLUMBING FIRST FLOOR PLAN UNIT B FLOOR PLANS 1 /4" _ V-0" 1 /4„ _ 1 ,—0„ eNEor No. P 1 01 a MST9G-0114 Ihru o 122 13495 SW Summerwood Dr 51 of 55 r i J r � '• : . .' ? ' 1 P''t � � f r t ala. .r. „ y jjy d. "' ' a _-i .»......_►.... 1 � , .._...d.. . ----..4.__._L.._.n_.�__._.�_- _. _. .,..._.u.._y__�sr__ .-__._.A..dlau..� , ` -L__.� ----...._.__.,._.._.......�.__.-__..�_.......--_ - _-...--.___ ... ,. d..rMrPx .r,�fl.�- •.. -'d?�. . � ...- - ML :..'... • .�� I I I I I I � Y,, •..- '4 .e,f`��YI,. IF THIS DOCUMENT' IF LESS � I1f111 III III III III I I III III III I I III III III 111 III Ili1111 I�-I III !II III III 11 III !II 11'111 III III III III IIIlII1 I fill 111 111 III I I I I I III I III I I I I{Ilyh LEGIBLE THAN THIS NOTATION. _ _ -- - �gusf as IT IS SUE 1'0 THE QUALITY OF No.7e O' THE ORIGINAL DOCUMENT. - y B 6 � 6 �Z b1Z is L L i17. O Z 8 I R11 L1i 9 T 91 6 1 E�I L(1 T T dT IS, 18 IL r9 j4 r6 Felli, �� Ii IIII �Inlllilnll II�II�IIIIIIIIII Il�� llulllin inlllni Inlllln unl1u1�1InIIIIIIu�IIIIIiInlNlll 4,'; 1NI, va t A 1. !. 4. ;II SHEET NOTES /� i V 1'IAKE COMV6GTICN TO 6 QI(T * . . ; 3.. i WE CIVIL DRAUY1YaE iOR GQN7r1'VATICN. 1 I O PIPE WATER HEATER F•IEe61E6P7@MTRA�IE6E ;.. I j r TURNED DOAN ELBOW AT WAW. I�NJ A C,RADE. eez wnn_R NEATER 00,4 CR WAL •. ► � J = r I ( I Q TO AV ID•V, DOW. Alb IECT N 6%' (6T AND r+ pI'II ro AVOID wlNDcw. GONha:Gr TO s6a: re-v AND " .. . . � I � 5 I j D16r1U146HER rDW-N MC4 AND +oOR UP W IYALL i0 FLOOR F Cri 6ECOND FLOOR EEE :+[GOND IR.001t PLAV FOR CONTINL�'IOK ' 2 Q 6 AN FLO D PROM FIRST FLOOR 6EE FIRST FLO OR PLANNFOR CGNTELATIQI y. I 06 ]' WA6TE FRCL^ FI%iUl!(6) W BEGQVD FLOOR 9' YY4ETE FROM Pu(iURE(E)ON 8ECC7v FLOOR _- -v-.. UP IN WALL FIXTURE FLOOR 8EE ECOND FLOOR PLAN FOR I I ��.' i � � 7'V UPS �� FOR ;.ONTINJATIRI t,—�-. 7'V I I --. ap !y' 0 PLAN 1'iOOPI FIRSONTr FLOOR °VEE fIRET FLOOR 3,W r - PLAN r°OR CONTINUATIgJ. DOIW DOLLN T I t'WC.D 4 y ? YN.� ® OFFEI_R 2'W. ''1'GW AND 'y'HW EERVINO OATNTUD (DA 1) IN CABINET SPACE. COhNE�-r y C&AND M17 I - • _ I h'NU To EUPPLIE6 EEI IG LAVATORY (L•1)Alp-, 4'VTR-� _ •.f...n - _J �j \ ' •.� II PROVIDE SHUTOFF VALVE AND DRAIN DOMN s VALVE W CW BIIMGE IC6@R PROVH?E AN (4(.r JI I ACZE66 PANEL. 'k{. ------------ ------------------- ----- ly 7 i� j -lklr l4+t, - - �_ J FIREPLACE LAYOUT �F DOUI 6 IN UNIT C2 ;!� ly' T:{, OWN' ly'� I. 4 �' z3 , _ III `g r '-Ill�` � " fid•--,f � I , r. PCW I CTO I YI: C2 PLUMBING SECOND FLOOR PLAN UNIT C Cl PLUMBING FIRST FLOOR PLAN UNIT C F 1 /4„ =1 '_0., I b I - � I ,j I tTEQ q OFFSB - ---------------- I I JyI • I�- _ _ l� I I _ I y. -- - -- -------- ---- I I n 31100 I .. D%N y _ - 4 -- 3. - #.- D•W 6 V uP DOWN �• _ -_- M1L a �1 2 iM..4..I WGO�.._6.. _ • 4 T/Y�I�MG 4 vrR I 4 h Lly WCO S r - y' __ v VW ' 7� _ �..°_ A _ -g. - _... . i �_ 21V (- LJ --iL — — 'Vr r_ 13 r—.- - In+f l.raur rn x.saaw DOUN- 611 ly'W DN-tet' ro•- fdlL-I ro F. -1 �I 4 C� y'GW _ I 2. � \ m 1 I I ' caw SIMI I WOp-{�1-b14j1�- I•CW B O W E N j 1 II FIELDCREST COURT II \ --- - .... T TIGARD, OREGON r.r.0 ev GONG ` t ' I owh 2/1-/ee I I '' r -4 . . ._.-_ ...- . Mvra.wo . n Irr�F�r• �• , I � I II I GARAGE LAYOUT IN UNIT D2 UNIT- C , UNIT-D" ,T' FLOOR PLUMBINGA D2 PLUMBING SECOND FLOOR PLAN UNIT D D1 PLUMBING FIRST FLOOR PLAN UNIT D * 1 ,a pl 1 /4" =1 '-0” ay� � �IsTsr.olNnm.m?z E I,I'S\SM'Nwnrm'rw�xN Ur 1F TIIIP DOCUMENT 1.FFF LF.CIBLE. THAN THTF NOTATION, TTIIII 111 IIyyII III III III III III I�1 I�NI1jI III III IT'TI�TJ�ji�IT I II I �f�}{'�}T�'�'I�TI, 1I}yI III III III IIAaI III ISI III IIj�I III III III ISI llf TII III II}hII I III III{III III III III I Ill I I �I I JI I `+II j VI /I I I I OI I �� •j I �VI I I +LI I ��I IT IS DUE. TO THE QUALII'T OF wa• •: - 79u9usf aq 19W THP. ORIGINAL DOCUMI'NT. — �rw VIII iuu a mdllu iduu mdu illlull iluhui ullnu tlljllll Illljllll uuim iullul Illjllll uulul illllm Illljllll inl6nl Illljllll Illljllll Illljllll Illljllll Illijllll Illljllll`u6m Illljllll Illljllll Illljllll IIIIIIII IIIIIIIII Ilhull30X of lo a ------- IraxB DUET M W CORNER:7Cp GLOdiT II i , 5'0 DLLT IN SOFFIT WALL AT GEIL INC OF ROOM i AT CEI DUCT SIT GAP BELOW I ! SEE UP"ER LE4L \. I WALL \- 36' I WALL CAP � � � '-� i I GAP r_.. �- - _ - , `��- -_ _ _ LEGEND ® ®` x 10x8 aBo f�37 I ; j 4x14 14-FLR I 4r�14-FLR 8x10 UP 4 0 BASE BID EQUIPMENT. w% vFIG46NT GA8 WATwt I I;rTJ I2ra / i 135 8'0\ 8.0 215 HEATER AND WATER COIL FUPW"CE I I ALTERNATE BID E=IPMENT: W% EFFICANT C#A& 5'0 IN ,� FURNACE AND ELECTRIC WATER HEATER I JOIST SPACE amu]` 5'♦ IN - • - O2' PvC FLUE IN WALL I ` , i JOIST SPACE ` , 6'o pOuN TO--t •(J I CONDENSATE PUMP -- GAS TYPE FURNACE I JOIST SPACE fw_. `�' �Ip I �_ONNECT TO NEAREST _^_ I I • ' l 1 t`l •- - PLUMBING TRAP 6-41 IN % 3' PVC VENT 4 COMBUSTION AIR \ I I 1 I I I f -- JOIST SPACE PIPES FROM WATER NEATER ' I I ' j `U HEATER TER ' TO ROOF TERMINATION KIT 1 I A K 14AIJV BE4OW FLOOR 50 6 -_ • 20x GRILLE IN WAILX-4-I �daxlm-FLR j it -- FIRE DAMPER i FLD) I - trVl' - I x 10AT GARAGE ,EILING ____-- ' � / ' F Q 14'♦ I 1WATER A^- ��/�• 1 �� j I� --- oil 3/4' � �/FURNACE '- _ 1s6t O + —=1 �vG FLUE L rel ? TO ROOF I u it I � 'F 1 I PIPES FROM WATER HE3' PVC VENT 4 ATER ER AIR - \J 3' 'OVC VENT t GOMBI,;STION AIR CsASll4 0 j� ----�-_-- I I -`_L J' u�' I i ( I PIPES FROM WATER HEATER �J 1 36' MIN. 1 I _ TO ROOF TERMINATI'?N KIT T I ; O ROOF TERMINATION KIT FURNACE 'C'CLEARANCE CONDENSATE PUMP - T•- CONNECT TO NEAREST FIRE DAMPER I PLD+ I CRAWL 5PAkC ✓ENT�L_AT1QN PLUMBING TRAP - I I AT GARAGE WALL PROVIDE 4'0 HOLE iN DUCT 3/4' _. r--L.J., I i __ I I �� f OPEN TO CRAWL SPA(;E, COVER HOLE WITH INSECT SCREEN. PARTIALLY BLOCK G OPENING WITH SHEETMETAL I I TO ADJUST A'RFLOW TO It WATER PIPES i i _ I I LOCATE HOLE TO BE ACCESSIBLE 50 CFM 1 I TO WATER NEATER I I THROUGH FLOOR SUPPLY GRILLE � • # 16x12' I>< ' GAS t<_y METER u , A3 HEATING SECTION UNIT A A2 HEATING SECOND FLOOR PLAN UNIT A Al HEATING FIRST FLOOR PLAN UNIT A HEATING EQUIPMENT SCHEDULE DESIG. BASE BID O ALTERNATE BID 02 C)ESCRIPTION BASIS OF DESIrdJ DESCRIPTION BASIS OF DE61GN -- 10x8 DUCT IN CORNER OF CLOSET EF :EILING CAMINET EXHAUST FAN BRO/'.N SAME 10 GFM 611 32' SONES WALL 8'4 DUCT IN SOFFIT CAP 8'o DUCT IN SOFFIT CAP AT CEILING OF ROOM AT CEILING - WATER CCNDEN51NG GAS WATER HEATER POLARIS ELECTRIC WATER HE.^TER STATE BELOW SEE UPPER LEVEL HEATER W% EFFICIENT OPERATION PBG102-345100-2N 52 GALLON - �- 100.00C BTU" INPUT OR DUAL 4 0!oV0 WATT ELEMENTS WALL � 36' WALL 32 GALLON 3T�RAGE LENNOX (NON-SIMULTANEOUS) CAP GAP FURNACE WORIZONtAL AIR HANDLER WITH AQUA THERM HORIZONTAL CONDENSING GAS FURNACE DAY 4 NIGHT x 10x8 I.S1 . _ WATER COIL AND PUMP XVA030-3 90S AFUE OPERATION 34CJMAV036ZSC 4,14-F� 4ri4-Fj�g 4��-FLS ."-!4-FL R 8x10 UP 4r14-FLR 1 965 CFM + CF' ESP 1/3 HP MOTOR OR 965 CFM * 0.5' ESP, 1/3 HP MOTOR 115 115 39,900 PTUH s 120'F WATER LENNOX 50000 15TUH INPUT 115 15 8'0 r goo 140 �� PRO F AM3CQ2/3-10 �- hi;��1GINf(,Q rfi CONDENSATE CONDENSATE PUMP ASSEMBLY WITH BECKETT SAME - - -I 5'o IN t fi JOIST SPACE � �, �• � PUMP TANK, CHECK vALvE AND CONTROLS Cu-19-1-UL i g'e IN / 19 V ,•H t- CONDENSATE PUMP n5V IPH 6'0 GOWN 7C +Q JOIST SPACE JO16T SPACE 1 CONVECT TO NEAREST PLUMBING TRAP 6'o IN - - -- --- — - -------- 12x10 JOIST SPACE FF R\� D 0 GAS WATER I EXPIRES 6/30/97 HEATER 21ulO-FLISR 14x10 BELOW FLOOR ---- - - 2' PVC FLUE IN WALL r 40 GAS TYPE FURNACE - \ I \ I ( T ) — - I 6'0 �F 2' SYSTEM �' 3' P'/G /ENT 4 COMBUSTION AIR �\; G �-/ PIPES FROM WATER HEA-ER TO ROOF TERMINATION <IT ° 3/4 b'o 40 CONSULTANTSm 00 3/4' Ibx10 ' » NM FIRST AYEHM SUFIS a 1 t PORR7lAMD, (II[CQI 172011 . ( diELOW IK.00R OI 3/4' �� `- I _____-- (sos) see-onr FAX 244-020) _ �I r /� (. T' PVC FLUE d `V 1/2' I ' 7 >: O ROOF � L' >< R -_ FIRE CAMPER PLC)) / I WATER AT GARAGE CEILING 14x20-FLR I,FURNACE — _ FURNACE_ G _ J 1 U L- --•1 al l----`------ ` 3' PVG VENT 1 COMBUSTION AIR (� 3' PVC VENC COMBUSTION AIR L_Y_ 1 —� —J 1 1� 2rvXla I (�' _J i 1• 1 I ��I PIPES FROM WATER HEATER , �- PIPES FROM WATER HEATER OFURNACE 36' MIN. B O V V E N r I ^ ROOF TERMINATION KIT TO ROOF TERMINATION KIT I D2 CLEARANCE ( E L D E S 1 C I _ \ CONNECT TO NEAREST i j COURT ' I L___ _l;- PROVIDE 4'o HOLE IN DUCT PLUMBING TRAP 8'• I OPEN TO CRAWL SPACE, ' I COVER HOLE WITH INSECT _- +, I SCREEN PARTIALLY BLOCK G �u T I I -0x 150 OPENING WITH SHEETMETAL I TO ADJUST AIRFLOW TO I >; l A �l �� 50 t�FM 3'4' I TIGARD, OREGON LOCATE HOLE TO BE ACCESSIBLE '1 THROUGH FLOOR 5uPPL T c-sRILLE FIRE DAMPER AFL©) • AT GARAGE WALL �•nn.-+r: r Wo 9599E+3 M 1 Gil - - --- -✓ I I ��_/ r 4?E� 2," �A 4/ti, h AF.14K,k• �� 1 1 I I / ' WATER PIPES 1 I ! 5 2®/96 ADDED FLD'S AT GAS I I GAR46E WALLS TO WATER HEATEF4 METER I I i 16x12 2�C 11 yN r r,rL i' UNIT--A , UNIT -- B IL HEATING B3 HEATING SECTION UNIT B B2 HEATING SECOND FLOOR PLAN UNIT B B1 HEATING FIRST FLOOR PLAN UNIT B FLOOR PLANS ._O„ ._ lFKfT NO MS1'9G•O11 J Ihru O1?� 13495 Sl4'.Swnrnrr�,u,IR'Ur 0 IF THIS DOCUMENT IS LFSS _If-II I IIII III III I�jI III iji III I I II1111111 7 4 1 C 111 I 1111 III 111 111 III 111 III ! ! III 111 1111111 III 111 III 1'1 111 111 l�l I It�III III IIIIII1II111 111 111 I I LEGIBLE THAN THIS NOTATION, I I--__I- I ___I__.- �_... -I I -_ _-I_61- I I II 1 I S�_.I _�__ "l 1 _ _ _ _ _ gusf �g 'T IS DIIF TO THE QUALITY OF `— - No 7e THE ORIGINAL DOCUMENT. � � — UI£ 8�Z 8iL Ll6 9� L E L IL A311111111 L I O L 6 l Br I L T 1911 9lt 6�i fiii f.l I i t I i I- �� I rl 9 S I I E I L I i oiuFa IIIIIIIII IIII IIII Illi lllllllll lllllllll IIII IIII IIII�IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIIIIIIIIIIIII IIII�IIII IIIIIIIII IIII ,III IIII IIII IIII IIII IIII IIII IIII IIII IIII II!I illl IIIIIIIIIIIIII.IIIIIIi1l IIII IIII 1111 IIII IIII IIII IIII HII IIII 1111 IIII IIIIIWII - I I f 4x14-FLR i v 110 I t 1 I U I I *� -------LEGEND — 1 i! I c\ BASE 1510 EQUIPMENT: %0% EFFICENT GA6 WATER HEATER AND WATER COIL FURNACE ROOF GAP 5'0 j D�� (-----� ---_�� .-___. .._ __ _ If 5'8 � ALTERNATE BID HQUtPI`tENT: W% EFFIqIVT Qs o UP P b' DOWN i�� i `60#- UP FURNACE AND ELECTRIC WATIR WRATEA C) I � L2xlo- LR -T_ _-_._�_ _ ____� ! - CONDENSATE PUMP 2PVC FLUE �- f , �__ ___ -� CONNECT TO CLOTHES ROOF �\r ! , " _ 4xl4-FlB 4x1-4N.R "14-FLR (( ��E �' WASHER DRAIN Lp .� �l_ ----� _ GAS WATER A.--�__ - 0 HEATER i T I 3' PVC; VENT 4 GOMBU3TION AIR PIPES FROM WATER HEATER ti 1 4f�-LSW , TO ROOF TERMINAT 'aN KIT coo 11 + r / _•`_ ! 1 �L 3' PVC VENT o COMBUSTION AIR - — PIPES FROM WATER HEATER1 mxl© � . TO ROOF TERMINATION KIT 5'• — !,- 20x8 DOWN I 10x10 BELOW FLOOR IbxlrD f �I �_-_!__/ 1 I' WATER PIPES ' - - `J TO WATER HEATER ROOFUP ' ' j O 2' PVC VENT FLUE PIPE G �_ I 2 FROM FURNACE TO ROOF I� x�fd-FLR I I I /fes OGAS -`(I 3/4' `. b'c b'o a FURNACE WATER .......... FURNACE -- 1 — ---- ---- FIRE DAMPER (FLD �_____. _... -' _..._. --r.___-.(�� • I Il �j AT GARAGE CEILING AND GARAGE FLOOR 4x10-FL0 v-2. i b' O �—L 15 � BEL(A �g I 3/4 - ' FLOOR I/a r "'� I I '• I H I `�P GA EyENTILAT!ON _...�_ ��_ ......_------------ i ` ( PROVIDE 4'0 HO'.E IN DUCT ( u o - I OPEN TO CRAWL SPACE, COVER HOLE WITH INSECT SCREEN. PAR'•IALLY BLOCK 4X1J-RLR OPENING WITH tiHEETMETAL I I GAS 8'• IN t IR TO CJAREA L UST AIRFLOW TO _- _,- CAP IN METER I JOIST SPACE50 LOCATE HOLE TO BE ACCESSIBLE 3/4' .— — THROUGH FLOOR SUPPLY GRILLE �_-- ® Vol , C2 HEATING SECOND FLOOR PLAN UNIT C C1 HEATING FIRST FLOOR PLAN UNIT C , r . M. r. j 4x10-FLR f.., > r- 03' PVC VENT ! COMBUSTION AIR 1 PIPES FROM WATER HEATER TO ROOF TERMINATION KIT - I vx - PRO,R 'e 4x10-FLS _ ' 000NDENSATE PUMP f,Q sia /CONNECT TO NEAREST PLUMBING TRAP r j 6'o IN T Q ---- - -- - -- _- OCAS WATER Lx v e I 6'0 6'o •-- I I JOIST SPACE - 1 HEATER I 6'0 r �5'i G c�/ 15, UP UP I I FORD U NO' ----- ____ ._. - ___-- _ Ila' PVC VENT 1 COMBUSTION AIR ROCF r-,r ,ROOF t7 .. _ .. ._ .. I I -1- ` 1 -4-DPIPES FROM WATER HEATER EXPIRES 6/30/97 t r - I I I I I TO ROOF TERMINATION KIT L J l _ .. . __ .._-. _ . ... .._._ . . _ ... - - CAP CAP �f ( I 3 I lbxIC BELOW FLOOR I I i �,3/4' i 6'0 IN 5'0 !N _ I JOIST SPACE JOIST SPACE I;7, —_ I r -' 5'0 ; r ROOF_ 5'0 __ I L. I -� r OF JI .. .-:II b'0 UP - I' I a GAP I ... 5�0 .� _1 l 1-'' � -, f { � I _ � 6'0 10x10 ROOF Axl-i-L1 UP 6'0 CAP I � I I i Q-- 6'0 Vit, 4- EF (0-0 EF �-> f I , ,� ---- ; TANTSNc. I _ II S3 Kt /"T AVOW SUM 2 6'm BELOW III _ two, attca r>2a 30 50 ®• 32® I FLOOR I I 6'♦ UP (wa) 2+e-0227 trot 246-0240 _� t Fi 4x14-FLRxl_4-L4� -- 6.0 ' 4120 930 21 x1®-FLR - 4XIC-FLR 8'0 6'o IN ATTI DOWN _ -- -__.. AD 1/2' 35 b11 UP ^a -------- 03/4' 15 . IDOWJ .._._—_ `� - _ _-- _ _ ._._._ -..__..— C7 c 14'0 DOWN — 14'0 UP PFRoJEcr . 1 ----- 1 16x10 �.-- -------- -------•------ ,A/ DOILN - - TO ATTIC I I -- _. _ _.� B O Y V E N 8'0 GOWN � Q 2' PVC VEN1 Fl UE PIPE 8'0 UP _ � G, ' FIELDCREST TO ATTIC�� COURT FROM FURNACE TO ROGF (, ` v GAS FURNACE \ 1;3' S�13E> �P_ACE ` NTILAT� WATER O PROVIDE 4'o HOLE IN DUCT OPEN TO CRAWL SPACE, COVER HOLE WITH INSECT FIRE DAMPER (PLD) �— I ---- ; 7WATER RNACE !ul I SCREEN. PARTIALLY BLOCK AT GARAGE CEILING TO WATER HEATER I! AND GARAGE FLOOR O � I I OAC>�STI AIRFLOW TOTAL I PVC VENT FLUE PIPE I 50 CFM __•_ --------------------- 2' T I G A R D, OREGON FROM FURNACE TO ROOF LOCATE HOLE TO BE ACCESSIBLE THROUGH FLOOR SUPPLY GRILLE _...-------------- ---------- ------------------- Pno✓Ecr No 9099e S (_ _.t I Frt vo 58843 W1I4,61WIt - ------f--------------..--- --------------;----E---- ------- --------a I 0A rE 2/14/96 j '/4' I Rsvrsv�Nr , I*Arroowrom r r �j} V�•0 �iCCEO FL.D'6 Al i I i I .tW.LLO l GAS I , 1 METER 1UNIT-C . UNIT D GARAGE LAYOUT IN UNIT D,2 MST96-01 14 thru 0122 HEATING 13495 Sw Summerwood Dr D2 HEATING SECOND FLOOR PLAN _ UNIT D D1 , 54 of 55 HEATING FIRST FLOOR PLAN UNIT D FLOORFLANS 1 /4 =1 -0 1 /4 _1 -0 _� ' M102 0 - �r,1�,,IN•IN/�OIrM"+.?'Y-'Wr•ant v.:xa rv,,-.nr�1'J,A��.H.;. 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Y r +., ..K` it . .V. ....-._.-.,y_.....r-_-._-.-�_ ._..-••. .-----___� -,•--..,�..�. - _._�.-�•�..- �•-._..-_..s_-(`�...--i+.• --._._. -r_ .-•'�•.��—__-. _ -.��-_-«.._ _.....--_�.,- __�.�.-'". .`__-. _ _y..____.- ,. 1... Mr+ - L � r '_ • 'T'" D.. - • .� .�..-.��,.p•„-.-,....•.-,.r_ i, ._ Vin-yY-•._. ..�__ -.-,.,,! Y ' >>>I��te►IUPIItIt'w l �•�, m "SQL]( __ _--'____-.__--_____ .-- - , ., f• ANT LIST' �• �•7Lsn.F�1.'r4r.�'''e$.'`.'�e � t ,..•._..,.._,._� at Ipl •�,t' ,s. �� etYrJiXRA1� AN pbo ta&a w*Km wad mppilta"mlamWewa d sbe asks�'wi the'Asea6ar .P sf^s Crlpuc ad tsia w sw11 pb�{(iele Y)r r r 1 "A qtr tflmll{sPd fat Nsrrmmpr faieok',A N.SI LG01•19%3, (IOU allllivo opk*(ao axboait) t(~t1,UlioumCogsaM,Wr4eca,rgwsorlMsgprS.ri �t �UU ARC7�)11►TAPHYLOS OVA-U1t81 'W►tla. ' Nw"seek did be WWN%y, w 6 hrawhad and roo"asasmd m,c w wily(rats(I i4 4e+i (Massachusetts Rianikin%tak) �3 1 hw of Sat K hN+O:dfanm,h=Uk woad@,bled*0041 Iraaafm racer SW hM saws [�!�J emK a Wk Bad add kdhmr at dM 1111SAssi&saw #I CDC OOTQ="TZR MI(•AOPI MLL•A . 941. 4'o.c. Inruka,syuupdct 0K and lrvc m iaoa miaslai&sir. aeA*AA••- its ibl�pbst (iWckuiyprep gotoneastes) r �a•W W In kelpies 214 3AV 1Rt ailiy"W rCift. 'JAXP=s VUISYrlil'A' 1 gal. r t1:LC W - 2 t� MIN • d (, : "�,. '' al)FfZ TIrf11DNR OIdY u aypovd 4y stv tAlssdacap Asx kilsct. - in to:Ibl pate (variegated t Ydlwya ts9 AWonyeius) F7lalsr:s:le*ut •Am lite MAW111A rrtMSA (LAonglaat Hahonia) 2 gal. 2'a.c. y IV DH tY[JAatAlrlLE AND RRM1 Ai-NJAaTT: At pWot sllstarsd shllY be BC+ar�IakaS Roe iNd PYou the PlA w a layer d'4c."ud p�Nib,at UN tent of the r We x,30 ND M NAND I MA DOM• •HARBOUR DW"F' i gal, 2'o.u r --- — �` 4{ �iF �"��' .►._.`� .aceptssue for aoe ala puwiy aeeaax rr uw ler.I►iiiirlwr is ksltaer. OIIey(I flim psaamd amty prI( 1N1iai sYsA•upnatu and Ecu(b+bee ap/erarcs. Itmisnve uoaubrars sir Lim sadMMlsilp (Harbour Dwa r t Nasadiru) r...••.�� . ,,,,,tsomi, y,�a� --F'L AhITIlJ�',SOri :FWD arY.trl lila Y ODt p�l p01&dralte sed P�><lle stew yOWlh(C��fa&lel�l.+"••�,•"b7' ��R�6_r�t1 ptMll f.'hOtf fY011 1110 G1I f�11 any�d G'�OhW�i1ieL al��hl I 6"�'i�'-"'-- pl�lril'll ISR ^Y^ 'UP wsWa x•andiroaa due w Owaa's c seryl ve,a lac due w Vatdefar)sd/it r4pinow by Me. Bodo pko"kr•WSW sal nix whits•wricw ft*fryer Io allailse VowiltAfa(31L AND iyteUiL GRALp34 s Caluedcr s w sad 12'd k ttl o aPP 1213 tial, www thorassptl�,daps Waw wapr w soak awry Plax immix iia 16 AE0 ASELIA GRAXDIFLORA 'EDWAAD UOth:HER' S gal• 4'o,o• -E XtaT 11NG, $%X5GR.Az0G1�.mup affl t baAtNl std 4rh asa4xe Head pleat a bid Maul. Pimd Rabe rrauw I ap rtral bmR >y abr@@e 3O AH AMILA HL•XZ (Hetes@ Azalee) 2 gal. 3'o.c. G � H 2' p4mliyl bats ud b`ks kMn teem topw>,I en etc 4 sac rxxduove W psryror p1mM erox,ab, Bette oweachle era k uo(w owaod I Inde Want wade until W sows wear a a NAW. h"stolubtl 19 AUC ARBUTUS UMEBO COMPACTA. 6 gal. 4'o.c. aMalsin blow by Id Geared Coretmnor , n ODl (Compact Strawberry Tree) , ;'t. s .Y.�.. Y- ...- �►l �"�- . i"bm""V92 SCP aZat1iCri son Il 'CRIMSOeI PY011eX' 2 Cast. 2'o.tJ- �6NIR1,l�3 PLaNTINC� OF-TAIL f ITER � �''LAIVT'>CR � 'PI�A�►1TER � ��'�h�' "p tats immbda Rliild ysdas sec even r&ssrtGe,oA of topsail w nKs plustq STAKING OF TRIA& $tie a (Crimson THn 9NRGl Barberry) �• 4 megrlltalasa, Grabu art t8e1 iw n irdrmsd try We rlrtwtasas aWaliea Gad Braise still tr aur d uta awkem sink be 2`X 3"(mtw)aueYtp tea wake ai BTR at>tAnitltl B THUNBYRG I 'ROSE 01.O1d• S gal. 4'0.C. •-"'� . NO't TO*CAL t wah peau. rlay sWl be of lkrugla•1'e,des ata wurt(y,mislead aM-s:rK Ysosw Fur:Mod,urc (Rose alar Barberry) mMfamimlMmb 3 In im" r1owas*-As,pw•etg,fiabb"Wedeback ac,to a11aw!ar bmmk fns use"(.1"Jua e"ueA lies(w a,appuvad) FW evWS7%W van 1rw"Cxodlnil`Tree Tia(,w as S3 CP ooTOOMSTttR PAURY I 5 gal. 6,0-0. eppleatias.trse sh Iptdy acid wasps all kpankm Da low &Baas W pwo&WmUw Bee anwah a ac use Raided mod lavas Grade*A nes Breit a w4 wart Wells,psvurg,do � aHV a�).k pay wr p of•srw.wsaa 2 sa&ad Ir4Mod 11 earlµ (Feeney Colonsaster) NEfAt(7DIS Ptir w soil pRpunioa d Gross IhtrwVlll a,y'ufdeilmble tweed a Bleat erowtl, GROUND COYER PIANIING.,x, I-A Avuc plat terata so 2 In tm%s rsrr phN ad aU s•r,!rm is SAC ITUUNYKUS ALATA 'COd1PXCrA' ` gal. 4"o.C. td►mk a uo tad with Aosuld�rp m sGa acec:dslatrc with the n,arruiacrux r'x rasruaticw IMn1Yd 0e411 PINK wws (Dwarf-W ngodW)PH Euonymua) 7 pts HYDAAM[JEA MAC`AnPHYT•LA 3 gel. 4'o.e. �4 Nl)M MANDIIIA DOMESTICA 'NOYSR'S RED' 30" 3'o.c. bak Ilk I to OV f t.tNTINL;S: bhw to o0VW plAnial areas with app,uved madam ydt.(basdo�t or ar (Moyer's Rwd Nand i na) titilCTItJXFA For utas and dx,bs ux(:unanratlal Aon bolt euMh to a 01'a IrcJrm h Iraalsie3.4-3 with aiav+uruxnusmid 50"•.duwstMrA"wuogu, For lawn men istallomuse h Aad wa '�)br np 16 PJM PIER16 JAPONICA IMUUWFAIN FIRE' S gal. 4'o.C. F (: eoroi7 (Mountain Fir. Androa@sde) PLANTER iSLA'�� DETAILS CeasMMW Mac(9.164)Milt nano-rtaawC NA lawn nLwmu%&:e um 25-5 Int-21%aaa with 3Al LAWN,-FINL SILLU~D AR[AS. AiW saw have lam pgsavd u deet ribaf trice sal l l PJV PI Est(m unto inCF 'e AIdrome' S gal. 4'O.c. dO1M rdmd^a" 'r 1tl° pstf-Was�Gnu a trap Owe areae a W,%&*Bede'+,std mare a ukwh,arm sd mowablc WI (Var iegatnd Japanese P ier i s} � - Wll.FRiCFARA'tTON: Wowt am sen C}ra w a 11ww"n h o N 0&" Konow all am AI1�r atrsroaosl%rdlbw l�164)Y 11 S tib Ea 1,1100 sq A,Iytmdsr ppaau w 25 b pu a PLO PRUNUS LAUR. 'OTTO LUYKZX' S gal. 4•o.c. �y � " � d0P I,Ow p.a.,ON Cake x work iwe,red @areata UAW"an exq ane Icarurw sow bce naxsuxg (Otto Luykan Laurel) ML`J - -" senea(ova I`@incl axits.Iltdtar.blse sm+lts o(,rydwrx�rxaq d+�sa w:awuega sawn carni ., Wim.s,arbae u1d tarots 14 RBB RP.I))DODZMDI'm '8011IBE1•I.S' 2 i-14* 4'0.c. sr -2:A2. G F` Sr 4a� b up woM1lilt)► sod @ball be nr•Mrruarsrewt wn reaure l.c,r�wserah rad tieirip,atmyrcx � -- res to plus or mwA.1.t of t<gfod yens 8owbe l l e Shododandrr n) r —�x Cs J p v2 r to t. (Not '�� + ' BFILD lBae V erase a04d oarrFxeu%w app"t*S4w kws No rw,r..xrs.rand @Meds w#x,w M mad Ism ran add i•of Mushrmirn cur (AA �I'd' SOW seeds v,nh a rrsachmicd speeder u a urAhMI,rue u @breed I,daw Rake li RAL( RetODODZNUROH 'chkoANAH RhododKE' 21-24" 4'o.c. " �I7 r- -"45P M GC1t'j0l/�ar VE Gls MQ(/rp 6• ,AtlOVE Bolydr ower rpou rx Gudat(are(sr a sgpruved)over WWI kekity w povuk acne'. tAnatr O* ' like tt 11153' ndron) 37 RC RHOQODGNUROX 'CILP..NIiASE' 12-15" 3'o•c. �� i sovyya"Ik�E WA k aralob Aower ren sed kMm arssy sd tla int►op G'of soil. {C i 1 p).nen ae Rhododendron) O` I WI'lMt.?t- Cti•L Ie r�N��, F7Na;Sk'CLs[A(AWNS Seat AL.surc `P:u-T'atne a103 Sun M,s`-u 9lbm per I,UCV ry A (n 43 RDA RN()DODENDWDN 'DORA AMATSIS' 12-15" 3'o.e. .0 -I IKIfiM CrRADr' malahaF4019CATtim pl The Turamvmamlo std a i4 the l almapaby"tA Arci pe 41 ken o dura yf ay Alia!by Plobto A Hopk6u Ltd,P,xttud,Organ)-a u apprrvwMIK iowatlrioe oftbA pkat, Fioa1 iowian dlml b yq>tovd by the lasrdmCalse Areaiteat. (Dora Altlate i s Rhododendron) -P-4ANTM6&OIL A?V* 9 RGW POODODt"RON 'COMER WATERER' 21-•24" 4'o.c. st•Ma•L '�^� l T 1'F4TILIzL°R f.7 9"Ce. •'nV t+y lk0be IkVitins AREA Seed rqw)Mtxwm-'Y'ompmicxi'-V 10 tta pa I GI%)p A (n arpNliud (Comer Waterer Rhododondron) r•A•MIAL PLN ill$FG tf0[L• lay out&1 pkat Wo6m sed uuavele d nt 0 alas planting Ioimt b 2 1/3 by lkr6bs d IWpI(irr Lsd,Portland OrsTlon)-a u appovrd 2 3 RJN R"0DWzXDROH '.JEAN MARIF. DE MONT.' 21-24" S'o.c. ExiSTa►wQ titllyGai 4013 tk@rr tht coot br!1 a nal cities wrk la&r&a sal btmidr bassos,d p1eM bk. of `&slam•a lobi@ ales entsrdiaa Cb do Aoirsp of libsi q bis with Mala,ane�ap use V TIL ANO MUFFE)i- N�S�him-u 10 lin Iw I.OW sq A (Joan Marie do Mont. Rhododendron) t, � &IsaMislpdrmklappnahYs► 5 RU RHODODENDRON 'UNIQUE• 18-21" 4'o.c. aGNITINANCF-LAWNS: TAA Iowa seem:drtl be aue mel by"awl&maw g mead (Unique Rhododendron) + t� «@a Moea�la ear a rtkiaeeM 60 dAya las asadine I.Aw w dare apply Oxn auuai I'VIA1"a(25-5- 24 TOR THUJA OCCIDENTAL:Iii EXERALD' 6' 2'o.c. DECIDUOUS 10-2)r 4 Ila.par 1,000 aq L Mow and kap at 1 dr w 2'hoiaka Ronan c6pphp and dsaDa (time rr ld Green Arborvitae) R *FAG Be trD VIBURNUM DAVIDII (David Viburnum) 2 Cast. J'o.c. TREE PLANTING DETAIL CLEAN-UP: At a nvintim d wait d sass&elmamid,tarpphm ayulprsf,enc_stWt be rcmwed �, 4W TO SCALE J�i+f,. aaa do ams. N w&4 PWAV&or Cabs AN%X$dal bA swap dock awklt ams dell hove dal m 25 AC ACER CIRCINATUM - clump 8,-30' as shown saw@oi mall IWy sal doped amt supra. Aa ren of Id post del be dam adsiy and (Vine Mapla, Nin. 4 Stem) 3 AP ACER PALMATUM (Japanese Maple) 1 3/4"cal. am shown 7 APE ACZA PLATAHOIDES I214ZRALD QUEEN' 2" sal. 30'0.c. (Emerald Queen Norway Maple) 4 CC CERCIS cANADEDISIS (Eastern Radbua) 1 3/4"cel. an shown (Eastern Redbud) e 7 Cil CORNUS ROUS,4 (Korean Dogwood) 13/4"cal, as shown f - S�N!!`Imo' �L26,d.•� Lit-. fff 7 COG CHAKAZCYPARIS OBTUSA 'ORACILIs' 5-6' as shown (Blender Hirwki Cypress) " r r( v 4 LS LIQUIDAMBER STYRACIrLUA 2 cal. as shown , I a • )Fla-- Z�CL (American Sweet Gum) 1 PC PINCS COONNTORTA (Shore Pine) 6-8' as shown 19 PCC YYRUS CALLERYANA 'CHANTILEER' 21 cal. as shown AT �o � (Chrnticloor Flowering Fear) *, 4 PPM PIZZA PUM NWS 1MD1AnIMI1, 6-8' an shown A4eouNCJ�E / (Moez: Ali blue Spruce) %j a PSC PRUNUS SARGMT *COLUMNAR, 2" cal• as shown C / To an � (Columnar Sargent Flwg. Cherry) �j 22 TAR TILIA hHERICANA •REDHOND' 2" cal. as shown •1T NLIe--Mj�Te „} '-A'- , (Redmond American Linden) u 3 DeSew)TO 1 1 TM TSUGA tlFRTBNSIANA (Weetern Hemlock) 6-8' as shown Vr P2- OF �iDil`. tD 2X agED TO ORAS -- ;_AW_ r i2 4-f: cr �*&LA- 0"am) _ p 4 � • 3 1. Contractor is to verify all quantities. y r1 BiV -i 2. Landscaping is to be irrigated by an automatic, underground EVERGREEN TREE STAKING DETAIL system aloe SW 135th Avenue at the entry, alongmain entry Pec 2 Aul drive, and in all niacin pulbie areas as shown. ' i ;`: #e I_6G 1 CP . - PLANTM 2 VO �� SEED IN BUFFER AREA WITH NATIVE -__ . / SEED WHERE DISTURBED BY CONSTRUCTION s / - - i / I le7At 4 w o WETLANDS l� 14 - 513D TO GFt Alp POC SiEI7) I COCl I ( 1 1 vc' t �1>tQL / �` _ a '!o T 6,J A^17 I a t:aG '0 gal" 9 DTR s ,f r / / '^�- i 14 AUG 3 ftj 25 TAR - �&ERV 41wy�. - 1 MAlI.DOX 2 '� 1 ,'� 2 t!G 2 NOM / �• I' k ( C-j 611 I CA) //"'� 'fbl'tr G - t VC I �q v a r J�. - 21 ERV @ 1 P.IeV i LILLL_. 1 IeJM ( 2 4�`I. b P7M I ,' �i4''y rJ+► ---� I.AFaI _ 9 El?v_. 2 CRY a I a a Ac l 1 AC 2 _ I I 1 I I PJM / / 3 t+IDM CP 7 Liz- x r 4 RDC t n 4 4 J' LgWNv v t 2 ° is,,1� e �lz 2 I l 4 DERV (BAG_ 4 AM (A-_-..__ .• 8 NI)M 11P.U'1-- I RAK A.la ? .o..., =t O `WDM 2 AW 4 ,> 9 41 U LAWN _ - ` T'(I? I \_ VG ( rZ 1VpH l r' _ 2 AC _ e- Q' �' s -a>tl J Ira Attu y 1 t>@3C 12 CP ,3t.. :e', :• ti c _ .01, r yam- �� 1 S1.4A01_ L 2 _ �' 4 PINE �.... t 7 f L� I 1 2 13 MN �• L,ANI(l 3 RAK_ - f'� (A) 2 MDH 2 6 9 A:11 L'3 19�W I F. 3 DTR .. G _. LA 1 RG - I s 4�t3a LN O l IICERR t `i+--'a. H (A) 3,W 1 t 9 A }fir \ .► �t 410 �1 AI•► .... I 1 i 2 a NDM - + r K.AMit•t �RD I 4It j -TV 2 1 I a( 1 S -- �:Z 1 of 4 DTR �G qUl C -' wo ifs ;x( _ _ ! ___ , ., 11yQM -tea•- -� i� lay pr 4 t 111P1E_y,o y r PLANTER G� LA.L : la - _�...."�... LAAN - 4G.LT 2tlAt - - •>np" '!SERV f G� IF ' � ''r`..�t• 1 _ � • � i1 D D P t' \ >t LAFSfv O (A -I -CO C s�X31 (a) tV iplGP 1k1 '{ L:k \ ? I i j i1i ^,t)'4y. .,,1r_ 6 NDH /1 p 2 P1v a. INOM AF 1 ,►,n� 'A.,, - - IPPM (A - 1L:4 I PSC: I 2 t117M ,. sS' 4 I CG i 3 e)"(i�,' LAWN- ram_ OT7(iltN Ir-.41 .a 1 +•r ei e�.ra"�'i:iwu'�:�'i.i r.aMmMew _ y ft I DTR/ 4 1yQ(j �. ' ° ( c7 ti . si.,t.s .YQ. .. .. rr•. -_�,. - .r ' - „ •Lam. J r r r 1 _ - _- r _. 1 �, •�. � Jap k •� el C '' L'J4 -A • • ' a. - ,.,.s.-. + (A) ID a S a 6 ERVC CA Ja1>� .: , PLAN11Al I I'aC ( )!zS -, t l�! _ - - ( L4l e l Is RDA_ �A t 1 ° �• 7! r''r ..�../ • I ..._. "JN ..N ! -_ - LAN o _ 1 F I t/ ) '�.' M► A -- r`, .. +-I - _._ .--I - - ,aa.r.•,...,u..,........,,.....,...:..sn....e...,,�......,.r•..n...,...r.•w p 9E!<D OISTIaaD®/rRItAS � ° �t...r.-.. - �- I ___ i WITH NA GRASS 5$FD ••- _ -- _�- _.,_ - }- 0 ;F 1 Orr- t0 A LAWN 5EE0 CNATI ASS iceL) BOWEN r ,>F- R,• o O o o O u O r CCOURT • �� -�--� o D o �', L' F I E ire D C R E S l • EXISTING NATIVE WOODED �G��IUNES: SEED AREAS DISTURBED BY CONSTRUCTION% AREA TO REMAIN -�--�^�----'-----d WITH "COMPANION" SEED MIx AS SUPPLIED I BY HOpE95 8 HOPKINS• F'JR7L ND, OREGON. ---- i. The Contractor shall eXa-;..e the tate and tarniliarize himself With all conditions T I GA RD a OREGON r 5 I 11 _ peertinent to this type of work. SCALE 1 = 301-011 2 It will be the Ca-itrac'eor's responsibility to determine the Imation of all underground utilities and avoid damage to the Jame. If arty damage occurs during construction it _ i1'o be repaired at Contractor's expense. 3. piping shown is diagrammatic. The C ordractor shall route piping to avoid conflict with P•P nB P'M1t1lldilRY O, tries l enlintitig conditions or improvements. .• ,_ k., 4 Actual f eld conditions inay necessitate adding,deleting,or making minor adjustments i cis_ in spacing otheads to insure uniform coverage S. mainlines to be a minimum of 19"below grade. All lateral lines are to be a R r All ininirouhl of 12"below!,,sad(' t . 6. Install a 3/4"brass manual (it ,ne vNive on alt IoW point%or ends of mainline to provide " J for weatherization. D1 tin \';IlVto art to be in a Arnetek 0182101 BOX a0d Cover 7. Contractor is to veh+ y all yuantitieS. S. All shrub area pop-ups are to he 12"risers and rill turf areas are to be 6"liners 9. A brute►Wiry.shall be installed above all mairdirms. Tape to piping at Its' Itsavols with L].,l _ I i standard black'/I"llcr111ca1 tape. LA C A P E 10. Contractor 9Wl 5tterarltft6 a 404 to barye atoll Coverage in all lawfi dt:iflnub bells, r EY OTS , I _ _I - Y' 11, 1Mlmter I+•�Ray PLAN y. x'/Y St ro16111 t 11te1)be WOMeA by owner from resikkwe 1. l:lT ` -( I _ ._ �-_ ;112, GUARAI`f i A: Alll sad&Ish mild Islb"Lfa ld in Conatr eon 9(66 htigatio8 - t�rt►a Aa Nll�e+A*rvotmill for otaE yalr begin*v lit tM tit6le of dl4'r0*ance by do I , ` It� r � �•MS'f96.0114 thea 0122 ' 1 F :r '"' itihVa, .,. ... `, ' '• �, ,, e t � • 13495 SW Summe �� . AT 11 1 �M LVVAT of 55 r , :, y r��rr�, f .•e .y, r .' �. r t;'!rlris �- � t "1At r),\rr .;i. 17151.53 - ---_..._._.._---_-:_....- _. _ _.. �_.-.-._.-. _ __ -....._ __-_..�_____._..._..- _...._. __.._ ..�. �_�_._.... _._ _. ._ __ __ __ _ _ , ,• a ?�• •'t, � " , � � �. x r� r vaab'rroeexs"+.s' Y ..t ,�dY.e'.11dv';i.',h,}•ieps> _ .. �i' ' , ,?.. M-0 'C:k ,w '1 'y•• ,_ yl� ,,,At 4;Y IF TWS DOCUMENT IF LESS TTITI7 LEGIBLE THAN THIS NOTATION, II IIIIII 1111111 VIII I III Illll I IIIIIII ITTT ilT[ll..1 IT IS DUE TO THE QUALITY OF ,.11lll, 11)1111 Tllli 11111111 VIII 1 IIIIIII VIII 11111111 Iilll 1 )ITlill 111 1 i 1111111 III III IIIIIII II{ I I 1 1_� 1 II 4 (J THE ORIGINAL DOCUMENT. fl c e cTc cIs l c � tc c II t I.et 61 I9t l 1t t i st i ct � tt ) t i s 1 � i q i q i I c � t nr (IIII 1111111!1 IIIIII►Il lllllllll ulllllll II,Illlll Iilil,lll lllllliii Illl,l►� illi illi iiIi�IIII iililllll Illlulll 111111111 IIiI�JIi(ill IIII Iiiliilll IIII illi ILIi II11 IIII 1111,111 IIII Illi IIIi IlNlrilhlllli►►Il 11111111 11 11 iIN 11 11 IIiI IIiI III►11 IIilIII11 IIIi 1111 Illl