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9670 SW SUMMERFIELD DRIVE-1 32' h' I Ira'-e's/{' DOLNSPOUT PES CONNECT W O DRA! i ARCD NELL, STRUCTURE TO j A EXISTING .3' 87CIZ-? DRAINS 36' x ID' x 1' 03-4. DOOR I Dock EX16T. ! i ! _ ! _ _ I 3�� " ENTRY IOIOR 10 6 ° GUT-OUT FOR ! D.B. i i I ! O VE RI 4E AD DOOR I i ! OFICE _ _ EX15TING GENER%L MOTES: I ; FLUOR i I BUILDING DEVICE'S' GENERATING A GLOW OR FLAME I ! I -�° �O 'G F�R UJ I T+-� �x(c, �,l�.l�1,M, ! CA ROLE CSF IGNITING CsA80L NE VAPOR I ! Y. •r O /ER COMP14G ; ED COMP051 SHALL NOT BE INSTALLED OR USED WITHIN ! I I !ON -`-`-----� FIRE-RATED GY105OARD 1 I 10" OF THE FLOOR IN ANY ROOM IN WH1"41C+4 ! I I f111 - GRAVE' OR SAND 3,45E O`,/ER ! TNRL-OUT THIS AREA1 u CLA88 1 FL4"ABLE LIQUID$ OR GAS ARE t FLUC'R REMOVE E X 1ST ING I ! T, M015TU RE f3 RR 1 E R ! `-----------, /� may' x g0' ! , USED OR 9T0}aED CSEGTIOiv 7L�8i I � I ,� - HURIZONTA;. SLIDER- I I J ! J DOOR ;' FRAME-M OPENING TO STOR,4rsE AND U6E OF FLAMMABLE ----- _ MATCH GONSTRLiCT!ON AND COMBUSTIBLE L!QUIDS SHALL i- FLUOR � ----- \� - BE IN ACCORDANCE WITH THE FIRE -� - - /r-- --- - -- coE � Ec�1vN ,©e) _ i SLOT nE CONC FLOOD? ! ALL EXTERIOR DOORS AND WINDOWS SHALL ! ( ! Ii i'1 CENTER TO 0+4. - I EXIa�•-IrING BUILDING Q I NE.W COMPLT' WITH THE CURRENT OREGON EPeW_iY � ! IN OF 36 x 84'� AGE ' x 80' CODE. WINDOWS TO ESE A MINIMUM 3/4 OA � ASPHALT DOOR ! `��CR _ , 3,DOR INSULATED UNITS IN ALUMINUM FRAME-6 AND Q I I I ! ! APRON /" SHALL MEET OR EXCEED THE DEFAULT 'U-VALUE$' -- -- --.. - _-_ — J 36' x 8©' ----- -- WITH APPROPRIATE L,-1,MLB 1NDICATING SUCH. 18 STRIKE \� ,r- _ I _ FLUOR` %� vooR ON DOOR CZNCRETE FLOOR OR LANDINGS SHALL NOT I I I I I I \ •42 " CUT-OUT FOR 2 LOWER THAT THE THRESHOLD I ! ! ( ! � � r ____ / BE MORE THAN I, , r / I Ex,aT1NG DOOR OF THE DOOR WAY TYPICAL THROUGH-CUT A8 ! I ! / ! ! ! - - - 36 ' ENTRY DOOR TO ROOi"1 / / -" REMAIN PER 3Ect,oN 33©4 (1 LUNCH , I I T1-41C<EN 5L,Ag TO I I I 1 / REGARDLESS OF THE OCCUPANT LOAD, THERE i I 8' DEEP UNDER I I SHALL BE A FLOOR OR LANDING ON E,er-H 81DE: OF ! ( 'r' ! I � dS I i Ex1sr1NG FOI,NTA'N I N ER.OR WALL _ d� -- .a DOOR. LANDMG9 SHALL t3F_ LEVEL EXCEPT FOR I I I I ! REPL,4CE 4 CONC ------ ----� TO REMAIN cJLA� AT ENTRl I FLUOR I � I EXTERIOR LANDINGS. THE FLOOR OR LANDING SHALL ! ! ------'--"� / ' O� i BE NO MORE THAN V2' LOWER THAN .� THRESHOLD I �0 14 OF THE DOORWAY. THE LANDING SHALL NAVE A WIDTH I ! ! I I I �3RADE TO 3E LEVEL r- DOOR I ! , NOt LEae THAN Tt�E WIDTH OF THE DOOR IANDINGB ! ! J �I I ! I UJ!T ,45P+-I,4LT AT �L��3 I 1 ��VJl WILL A&URD LENTH IN HE DIRECTION TRAVEL NOT THAN 44- (SECTION 3304 ll) AND e,1) ! ! UP 17 - --- - 1--- ------- 6' ira`N �• -- _ - - �r- - _— _ �A>ASr-T 71 �HALT EXHAUST APRON FAN ,4 —--- _--------__---.-_... -- -- BREEZEWAY CONCRETE 4ND THE EXIStMG 5'-1' ..TORY" �;. I ! .. I +-�• ( - _ ASPHALT APRONS WILL BE OF WILL 3E MODIFIED TC O ACOMODATE 'rHE EQUAL. HEIGHT FOR WHEEL GHA!R HANDICAPPED. METAL, 36' WIDE DOOR TO 21' 10'-b�✓4' 4'-0' AC-"E65 - N0 STEP OR OFFSET. BWtWj OUT, WILL BE !NSTAI.LED. NEW APPROVED TOILET WILT_ BE INSTALLED INCLUDING ALL N-CE58ART GRAB BARB --- BACK AND 31,'aE 'r XK• u• --- - 5 -rd OF TOILET WILL BE INSTALLED AT DESIGNAIEr -- - _ D18R.TANCES FROM THE WALL AND FLOOR- 1NrOIDE Ix - _ I FLOUR WILL MATCH AN�'> PE LEVEL WITH THE � � T f I I OU?BIDE LANDING AREA 74 1 SCALE: 1/4' � I' - �" _-_- ______.�_ � 5G�-.LE: f;;�•° = 1 _ O° i ? MIN. F / 6. r MSK s PAWN .. D R ( Y E DE Tia Wow --�'� TYP FIXTURE MOUNTING WEIGHTS CP TkbAW Psr� AM NOSC IF TM OTINDAPW6 cJ - 6 - T, � . 7 - • PANTED MMJDIC'„AP SAND "�-•� r 15 X 20 T"CALbYfrbc�L - ! . • �_____ �� J NEW ADDITION ISTLDZEM ! r � \ � �\ —--—-- __ — — - ��_1O'-______..__ �-,�-_ _.--rte►- --, _ �'-a ACCE661BUarAca� 967 TYMCAL YANDICAP / _' S - a y%t s;� �G:t. _V✓mit v I _ ,' - A PROPERLY POSTED, DESIGNATED PARKIW_s GOLF t-11AINTEN4NCE ADD I T i ON \ HANCIGAP FOR THE HANDIGAPE,D, WIT4 THE REQUIRED PAINTED r' t T! RD OREGON ' PARKING, - - - --- - --- _ , P L A N` MARKINGS O�I� THE BLACKR T WILL BE IN THE SCALA 1/4' t 1'x20'�OVM- By$ �al�au�e�• _ I '� \ IN THE 11 FOOT E�PACE NEAR THE FENCE IN THE --- L,qRR•. j [BACK CIF THE EXISTING BUILDING. DATI, l0/04/W _- �-� = - - --- ---- --_- _ --- 96;0 SW Summe�rifeld Dr SCALE: 1" 20' m' _ S of 5 SLR PLAN - FOUND. I=L,4N - 5'i FLAN DIlWlRIA rl1*!!1! F 2 IF PHIS N(YI'WE AMIF'ARS('I.FARF.R'U11AN T11F D0(_VMF;N'[','FIIE [)MUMF.N'I' IS OF MARGINAL QUALUI'Y. (1 ,T 199 i(I)Iil�lll (i� l II!!li!�Iilll f lililll� !�III !' � Ililll�ll !I! I! !�!I!ii� lilll I !il�!il' ! I I I lil !!i i 1!I I I I'i ( III 1 1 11 1 1 1►I�! I I l l l l i l l l I' I' I INCH I MADE INCNINA ! I I I I , 1 i I I I I I I I i I I I I I I I I l i I ! I I I iJ iiiil�I�i�i�ll 1 2 ) l fllilillllllllllll!IIII�IIIIIIIIIiIII!!Illlili!!IIIIlIlI!!,I!!II!I!lIII!II!!!!I!!!II!!I!III!!I!!IIIIII!IIIJ.!!!IIII!lii(!III!!II1I(IfIIIhIIIllllll!I!!IIIIIi!!I!II!I-- !�I;! III!!IIIIIiIi�IIIII11i!#!1111111;;!11!IiIIII!'IlSlliilll!IIIf{II!!illlllil!I�III�I{IIIIIIIIIIIIIIIt 2 X 10 FACSIA - .f-RFY- AND MATCH EXI9TIN4 GCN'TRACTOR TO vf--RIFY 12 / ---_ _._-----------------_-- __ - - �_�__-_. AND MATCH PITCH OF EXISTING RC)OF 4'SC��- \�� C<� bHtNGLEb - MATCH 12 /-'� , _ -__- &TYLE AND COLOR OF 4.5L� - -----� COMP SHINGLES - MATCH - PROVIDE 24' X 48' 4ZCg66 12 `t 61YLE AND COLOR OF FROM EXISTING ATTIC INTO �F' SHINGL1cb - MATO; - -- __ ExIIbYING ROOF STYLE AND COLO OF 4^° EXISTING FdOtiF j NEW ATTIC. ATTIC E1JTR1' 1 X 2 BATT>� AT 24' ' EXISTING ROOF o GL T`TP AT ALL ELEVb I X 2 BATTb AT �4' �� , 1 :�c 2 trS,4Tf® AT 24' Cs.11NED FROM EX(BTIN�s O.C. TYP AT ALL EL.EYB �'� /'� O.C. TIT' AT ALL ELE'�'6 PULL--DOU1�1 STAIRS. _ GURITY LIGHT Tl FAC-61A, GUTTERS • - _-_ - - _ -- _-- — 0 o SHOWN FOR CLARITY r f ' ! NORIZ DE HOIR15Z 1DE12� 3o X,'b� i I I ��OC?R r,� I 30�\\bs ITT go 40 `- 14' TYP HORIZ L.IDE 2 X 3lER I t - - BAl TYPICALEXI5 r ING BLDG OvERH;_AD DOOR ° .� I I I - _ ALL CORNERS --- - - - - - ------------- ---------- -- -- -------- (2) ---- 2� SOUTH E1_ EVAT IO � 3 .. SCALE: 1/4' . ,� _ 0' O fi �.. `� A �' I O N SC-ALES 1/4' . 1' 0' --_ SCALE: I/4' 1' - 0' ���----- VERIFY EXIST COMP bHINGLF:S OVER 2 PROVIDE ATTIC VENTILATION CI O ION PITCH 4 MATCH LAYS" OF V VELT WITH 4' A8 F�aUIRED BY UBC GOOES _-- 2 X 2 GYI OR PYC ESE NET Sa INCHES TO DETERMINED 12 /�� MIN LE AND COLOR LAP. MATCH EX16Y!NG N D ' POUTS - 4 MIN BY CON-TRACTOR- / PRE-Mf{s CONNECT TO EXISTING TRUSSES 3' PIPE TO STORM DRAIN �( �---- • 24' OL, 1LDER TO RJRNIBti l`-W_-R'15 l`-W_-R'15RG ENGpU6PEC8 Ab REa'D DOJ D� �� PRIOR TO INSTALLATION. ❑ / Vi' EXTERIOR GRADE -_ -PLYWOOD 8HEATHING OVER MATCH EXISTING GUTTER PRE'-MFG'D TRtld36E8 SYLE AND COLOR .- - — ----- - �' -- - -- - ! NON-NHABITED STRUCTURE 2 X 4 BLOCKfNG WITH -_ 2 X 6 8TUD8 • 24' -_ R-15 INSULAT'ON THRU-OUT _ ' EXTERIOR 80IN3 TO MATCH g - Iti' HGLE8 W/SCRFEN8 AT EXTISTING OVER 15ps MOISTURE 48' OL, FOR VFNTALAT:0N BARRIER WITH b' MIN LAP ON 1/2' GYPBG.ARD THRID-OUT '/i' CDX PLYWOOD bHTNG. '- EXCEPT WHERE NOTED - -- ---- 2 X 4 EXTERIOR STUDS D1A X 12' ANc:k4OR BOLTS � ! • EXISTING BUILDING • 6'-0' OL. FOR 2 X 4 __ 16' OL. Tl'PJCAL ! FIW38URE TREATED SILL PLATESLj � - � _ GR4\2-.L BAC,KFiLL WITH 41/ERN14NCs ------- � � T_ �� ��� -- — — — — �� 4° � P9ERF PVG DRA(�lb T`!P DIA REINF ROD Ar'� REQ D Q _ J 4' CONC FLOOR WITH b X TYP ALL 31DE5 PRE-MANUFACTURED PROVIDE 24' x48' .Y�CEbb 1:3Y UBC i LOC.„_ LODES W ill M. OVER 4' COMPACTED TRU56ES 0 24' O.0. FROM FXI®TNG ATTIC: INTO GRAVEL OR SAND BASE ATTIC ENTRY GAINED FROM EXISTING PULL-DOWN STAIRS. RIDGE r 2 5ECT 1 0 N A2 SCALE: 1/4' . I' - 0' INSTALL MIN OF 4 - 13 -0 RIDGE 1 OR AppRVD PROVIDE PLYWOOD '\ EQUAL - VENTS (NBULAVON BAFFLE AT ALL EAVE VENTS PROVIDE 3 - It/2' HOLES i _ f AT 48' OC. WITH SCREENS -- I -- TIE-IN AND MATCH FOR EVE `,/ENTILATION � %- EXISTING ROOF TRUSSES PROV(pE H3 TRU88 GLIPB STYLE .AND PITCH i_---- AT SOLE PLATE FOR ZONE' 3 �- � EARTHQUAKE AREA _----___-_- I r' i KJ Y -- -- -" -_ EXT GRADE OF -- -,� -- __ -,�---- __��_ WINDOW AND DOOR HEADERS N811L.A?ION ON ALL :ODIC OR A�ALT o _ _�- --___-- SHALL BE MIN OF 4 X b - EXTERIOR WALLS 'SHALL _. .-____-__ o 0 o , OVERHEAD DOOR HEADEPS ESE R-15 HIGH LSSHDENSITY �`-`- SHALL BE MIN OF 4 X 18 ❑ ` 0o 0 0 CONTRACTOR T ' TRUSS DO &UPPL' ' \ 00 0 o • � 0 0 0 i MANFCTR'S RAIUjt j( sS AND CALCS 18 \o FOR APPROVAL - PRIQR. TO � o to � ,� Y � INSTALLATION OF ROOF SYSTEM � 0 � 2 — - 0 0 NOT TO SCALE 2 L SCALE: 1/4' 1' - ©' PROVIDE •4' PERF 'RATED DRAIN TILE AROUND T'I E F'E IMETE'R OF NEW BLDG _ � mw 1 n DSL NOT TO eCALE GOLD 1 1A INTENANCE ADDITION T!GARD OREGON W-AL& 1/4' — APP" VVW my, -LARRY--- r AIM 9610 SW Summerfield Dr 205 _--- 5ECTION -- ELEVATIONS - ROOD PLAN 5H 2 of IF1'H IS NO"1 I1('F. AI'M:'ARS CLEARER 1111AN THF, DOCUMENT,THF: DO(VIVIENT IS OF MARGINAL QUALITY. l!1 I�W()1'11 I"N"If 1',j) +11111+1! 1111 I!lIIIIiiIIIIII IIIA! IIIIIII i l!+!!!+I'►+Iti+ '!II+If; +!+ff f I! II!; !il ;ill I Ilfl ;,f1tlr 1 I !i!;!f�i!fll I fifll! flfll ,i f l; lif!f f!IIfIf i Ilf!f Ilflllf Illliil +� fl +: tNCN � MADE IN_C>•11NA � _ I I I 1 -ti- I►Illllifillllllrlll�l�l�lIIIIl�illll„�Illln.�,lnlln,l.l,llllul Iilt.n,l I.,I.,1111,1,1!Inllnll,ulllllll.au ull!III II1111IIIIInIllnlllnlflnILII!Ilnlfl►►lluIIIIIIln+}i►fit II11Ihr111111IIIlll!11(IIIIII! I!II�I. r r ....rte.. w•�w��..�-... �w-...-.�.�,�.- at STD. ePAGE6 WHITE - �' AND SYrIBOL �URrV Y•T �Ig 5'Y�,1=3 �� 4AIL WA - CR OJ GOATFD ►ta:Lb • ` mac. AT ALL / 5LUE FIELD > AX 748AR.E•L t,! / GREEN BOLDER """""° " u kV"JC,_NE T�Ei- 142.5 CR �/ �- �' AND V L.ETTER5 N3 T111111-1513 CLIPS .-^T EACW TAWd)UT" 5t11T-IML re10 K.d TOENAILED 5IGN-ORI0-65 --- VAN-•ACCE13tNLF + \ /�� EAC14 61CI! .:•NO OhE +* +/ AT FRONT OF JOIST — at VAN SPACES �.--�i --- — 3'+ GALV. P06T - FASTEN SIGN TO gT PER MMG RE OMMEND AT ION EXIST. ALPHALT CORE DRILL FILL --- W/ GROUT NOTE= MSTALL SIGN • ALL N.G. LOCATIONS -_._- SIGN ELEVATION ATL. NOT TO aC41-H MIN. v� INTERNATIONAL 97M50L. PAINTED ON PAVING TYP. AT -•- --__ ALL HANDICAP PARKING VALLS PAINT STENCIL WHITE PAINTED EMBLEM 25-P,23-0 1991 UNIFORM BUILDING CODE 1991 LINIF( RM BUILDING CUBE :5.0 TABLE NO 2F P--ALLO`tiABLE SHEARS FOA WIND OR SEISMIC LOADING CO~TWN '—_ V ►ut0.104, ON VERTICAL DIAPHRAGMS OF FIBERBOARD SHEATHING BOARD 23 1'planks � '•I(>,l r=cath k-anng CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY' ---- _ 24 Plywood std prartkiebwrll � WAR VAtutl i•ttvcw Subilssor,roef sad tical)sheathing(to fl^arnIng): watt ttAActwO Artotrrao Ira'ane lit" 6d= 9W AND' ts(MY[T!R AND a-1svCN _ _ _ 4•hut:arsaN NAIL 901 Al OFTEOMEOutTE rOwTS - 1vI11"tea' IWI or ca14 I "'it 4' x I' No. 1 If- Starke jalvama�d 1252 rutwiinj na, I;5"long,v+:head _— Nn 1 I satge plwmrsd ~�--� itn'.11ra' IDO or IJ4 2 VAI"a 4' a a' rtalfiny noirt I!!luny, 'M"Ara1115 l Cumblstalkat tiubfhiur•utttlerlayNsenl liar Mminy!: 1/v"and less 6d4 =Fiberboard sheathing diaphragms%:)all eat be used to brace concrew or maatry wods. 1`17ht thear valor may bt 173 for I'} inch x 1-fax It $-low fdbnrboa,-d nail-bass .heatRntg• r�''I� __� __�____ Ida 23 Panel Sidltsj I(k17 rx Ida (TABLE NO.x6-f3`-NAILING SCHEDULE) II idial;((tri framftsVr [ti,of leu i. hast to sill or girder,toenail w t 344 ��' - :h Flixrhuanl ShtatAMg:' 2 BiWitnj to joist,toenail each end M 2•/d l^ No. I Igo a 3 1'x 6'sublIonr or less tri each)uist,face marl 2-/d ! 6d) Nu. Ih ga 9 4. Wider than i'x 6'subnour to each pith,face-tall 3-/d —5- 323r)2 — -— No 11 p s '_'subfloor wpast fir girder,blind and face rWl 2-16d lid.) 6. Sok plats to joist or blocking,f4cn nail 16d at 16'o.c No 16 ga.9 7 1bp ptate to stud,end nail-�_ Y 1.164 IC Wnmon or bus nails may be used except whePo otherwist stated. d. Stud to sok plate 4-8,toenail or 1Comrnun or defoimed shank. 2.16d,end nail )Common. 9. Double studs,face nail l6d at 24'o.e. ' / fL�a> ��t�4 �r J7errxmed.nenk ,'..� (_IPOarls spaced a(jj�lches on center at ed U:wtchas at in=enrivdiole Sup pavts excr.pCO� In Doubled top plates,face marl 16d M 16e.e. inches itill supports where tpans dies or morn. For nailing of plywood art 11.Top plates,laps and interse:uurn,fax nail 2.16d particleboard diaphragms and shear ora , refer to Secnun 2313 (c). Nails far wall sheathing may be common.box or using. 11. Conontmus header,two ptee'% 16d Y 16"u c. _ "Curroslon-resistant siding or casing nails conforming to the requirements of Section 2516 -I along each edge 0) 1. d7. Ceiling joists toenail 3-111drFasteners spaced 3 inches on center at ex renor eines and 6 orches at canter a intermediate --- Supports. 14 Coolunioua heeds to t4 'toenail �- ! d-old aCtxToxwn-resistant roofing nails with 1116-inch-diameter hssd end 0!2-imh length for 0Cet6ng o{sts,Irl•over partitions,fact nail I 3-16d 111.1 ch sheathing arid P/,inch length for '-'/n•inch sheath, II conforming to the --�---_--- rniuirements of Section 2516(j) 1. 16. Collin")oWs to parallel rafters,face nail — 3 I fid "Curmsirx=-rtsisarn staples with nominal r!ts-inch crown And I I!s•rich length for III•inch 17 Rafter w «Iettail 3.8d theathint and 0/2-inch length for u/)1-latch sheathing conforming to the mqutrements of is. 1'bract to each stud and piece,face nail 2-8d Sect+011'•516 0) f 19. 1'x I'sl+cathinj or test to each bearing,face nail 2-Ad t 111 Wr than I' s R"shesrhrn j to each boating,face nail 3•Nd 21 hulk-up corner studs �- -� I hd at 24"n.c 21 Built-up girder and hcam, _-� 2011 a1 32'n( at top and Imililorn and staggered 2.204 at ends and At each splice 387 GOLF MAINTENANCE ADDITION T IGARD OREGON 1/4' LARR'-Y• - 10/04/93 9670 SW Summerfield Dr /v- Y� 3of5 SECTION - ELEVATION5 - ROOF FLAN IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,7-11L DOCUMENT IS OF MARGINAL QUALITY. ! !1!1!! !j!!!!! I• !I!1!I!�!!!I!I! !!lIIII�!I!II I I�I!�; !�III!! ! !!!!I!I�!1!!! ! II !III� iIIII ! !!Iilliil!!�I I !! !I!II�!i!III! � ilill�l!I!III III!!1111iI•III INQN MAD! IN CHINA ' N 'II!IIII!IIIIIII!!III IIIII!1!IIIill II!!IIIIIII.II11!!II!!!�IIIIIIIII l!l!I!!!I !!!!I!illllil!IIlil II!li1III{IIIIIlII!II!I!llllliilllllllliliilll!IINIIIIlIIII!I!I{IIIII!II;IIIIIIItI!I♦IIIIIII!II111 Ilfllii!iiIlllll!1IIIII;IIlIlIIIIIIlIl1!!IIIIIUIIIIIIIIlIII!!IIIII1111111IIIIIIIIIfI111111111I11N11t1� i � f I THIS I I ' SPACE BY THE SUMMERFIELD MAINTENANCE BUILDING FENCE WILL BE A PARKING AND NEW ADDITION SPACE FOR THE HANDICAPPED. HANDICAP PARKING APPROVED SIGN AND r1A :BE ING ON THE BLACKTOP WILL . "w PROVIDED. FENCE GATE THIS 5'7' X 7' LAVATORY TO BE MODIFIED TO ACCOMODATE THE HANDICAP NEW 360 DOOR—TO SWIN6 OUT • NEW APPROVED TOILET * NECESSARY' 6RAB BARS—BACK & SIDE OF TOILE'. o00' • FERTILIZER STORA6E 0 . o _ d3� Eq jr HI*DCP- RAIN6EAR DRYIN6 RM. EXISTING BUILDING LAY. ACCESS TO ATTIC NEW ADDITION i LAVATORY � LUNCHROOM 23 in . x 53 in,with Pull Down Stairs MECHANIC WORK AREA ; ,c U-- - " , EQUIPMENT PARKING �- EQUIPMENT PARKING PARTS ROOM 's 9670 SW Summerfield Dr r 10 r 0 4 of 5 ; iw OFFICE � 3 Rod J*100� e � 1 � �4p s� o • • dmw SCALE: 1W I ' IF THIS NOTICE APPEARS CLEARER THAN TtIE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T 199 M I Ll%I ED ijlj ! II ! ; +! , ISI I � lilyi Illll � Illllll i ; lll I � I ! ! i i ! ± I I ! ! I i {MC_N MASE IM!CHiMA ! I � I I ' flf � i I illllJill !# ! II ! I �. Ii , il f ! Il ! lIlI _ ll�!!I!��!!!li!!llllli�!!!�!!!!!�!!;!!tilll!!!!!�.!!!I!!!!!!!!!i!!!!!!I!!�!!!!!!°°sll��I!!!!!!!!!i!!!!.!!!�!l!!!!!!;t!!Ilii!!!!!!!i�liti�lil!!iil11111111Ili!!!i!!#!IIlIlll!!!!I�!!I!!."!l�Iil;}I!'!�!!Ilil!!!!liiiiili!�i;!!llill�!!!!!!II#�#Iai!s!#!I###I�#i#!II#!I !IIIAIIIllOil�llllillil�llllllsl{`I{Irl�l,�`• r 1 I _ DTD 11/10/93 Calculated Date DTD 11/10/93 Drawn Date DTD 11/10/93 . Checked _ Date B�VISIONS r X96.3 TFC ���p�� PRINTED -��� �•• r orq1/r lL f I ` � F►a 0j oo 0.9 -�" Edge or Sidewalk--Property Ilne--Dista 2 r i l ace to Addition---2ort. 10 s n to- DEC - 7 1993 _ d�'A�Ar TWA � ,- 97.1 FW - UR 96.8 Go 1r-- _-- J 97.0 OW rV c>�+�It SCALE: 'I = 10, r MAKE l25 b ._ _ '" 97.2 FC _ � 1"-1 A 25 MPh ____ D a 98.0 AC — U ED CU 9\ RW D98.5 AC ,RB - : - '- -- r MAPLE 3 ` 5 µsl•b 97.1 AC i \ �►-- RETAINING WALL ,;Vk97.7 AC (RAILROAD TIES) ,l 097.9 AC 97.9 AC _ IRRIGATION 98.0 AC W - /FFJ _o•��p "�. CONTROL A.V. j ASPFIALT LOW SNROO/'"oM AREA — o _�- _ �\ 1 o- �_,-•a� 0 CRSS \ . ---�. "�►o\� y�` 96.1 EC � \\ ♦98.0 EC 97.9 IC �1 � •98.6 AC RETAINING W� 96.1 EC Z o (RAIIROAp per) ee�o Z 98.0 AC am 0 j 96 0 AC 10 SPRUCE RFRODA i Gw eul' B.M. Q. .J 0 •98.35 +/- 98.27 +/- "� W / \\ \ wASIRER J\ 98.2 GO�' nNISH FLOOR nNISH FLOOR \ � � I Q oc as �--� EXISTING MAINTENANCE0 __ \ �, \\ BUILDING I i GRASS A W U a IS �$' \ � \ 98.0 EC 8 E �e Z CC � \ IRRIGATION \ / FENCE WOOD /STEEL ^OLE CL z CONTROL VLV. \ \ HANDICAPPED PARKING IRRIGATPON - \ \ a --In this 6eneral Area-- z CONTROL VLV � - _ \ GOLF TEE AREA \ \ With driveway from street / IRRIGATION \ \ `\ EDGE. OF GRASS ._ aC'ONTROL VLV. \\ \ \ 0 LIGATION '� \ \\ 0 Uj corrTRol vlv. \ \\ Q \ CL LL Edve of 6ras9--Property line--Distance to Addition---!.? n. �� \ LLJ \ M CL W 4 F� u� Q„ LEGEND um AC — ASPHALTIC CONCRETE BW BACK OF SIDEVIALK FW FACE OF SIDEWALK GD GROUND TFC TOP FACE OF CURB DTD NOTES _ _ 1995 S.W HUHTTHCTON AVENUE �- PORILAND, OREGON 97215 BASIS OF BEARINGS - ASSUMED (503)520-9282 FAX (503)520-9282 ELEVATION DATUM - ASSUMED BENCH MARK - FINISH FLOOR MAINTENANCE BUILDING O(� �jj Sheet No. 9670 SW Summerfiield Dr 5of 5DMoo0 8ooQ Project No. IF THIS NOT•I('F APPEARS CLEARER THAN THE I)OCUMENT,THE DOC'UMENT V!OF MARGINAL QUALITY. FTLKYED 1998g 1� i I�i�l�l�l�i�l I' I�I�!�I�l�l�I�i i�l�l�i�l�iil i�i�t�!!I�I�I�I I l�I�i�T I�I�;�l�i�l�l+! i�l�i�l+l�lji I I�I,IIJjl�idlfl 1 *+I�I�!�f�l�l I�!�l�f�l�l�ljl SINCH MAQ !N p11NA II � ! iiilin�lnnhlillnl�lclill�Ilil!!!!!ilnitll►II!!!Ill,cil!!I(!tn uli!!n! !i!!'iin!ncllnn (!1!'IIIIIIIIE�IIIi IIIllii�I�IINlIi;I�IIIIIIIII�IIlllliilllll�II�IIIIIIIlI�IIII�I!lIIIIIII111liIi�II11NII�I„in11111;; Ilnl11111ln1l:III !IIIItICIIIIII�IIiI ncllnnlnllliiu�lll M i I it L � �r 'sY+a�IRIPItHNWUYWe...... f J } i. ADDRESS: r, 70 L&j Dr i✓e rt ti I i p4 is\records\microf Im\targets\bu ilding.doc ;i APPLICATION - STREET IMPROVEMENVEXCAVATIONoPY /� 1 (WHITE)-FILE ORDINANCE NO. 74.14 / (YELLOW)-INSP. �– (PINK)•OTHER AGENCY–bldg- (INSTRUCTIONS ON SEPARATE SHEET) (BLUE) A�P,PLIICA14T APPROVED 9) APPLICATION NO.: L� L NOT APPROVED ❑ CI FV OF TIGARD, OREGON FEE AMT.- S 28•UO PENDING FEE. PMT. ❑ CITY HALL RECEIPT NO.: PENDING SECURITY ❑ PUBL/CWOR KS DEPARTMENT By ' DATE PENDING AGENCY "OK'' ❑ Application and ProRrrss Record F•:AINTENANCE BOND cM– PENJING INFORMATION tJ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED _ ANNUAL, ❑ PENDING VARIANCE ����� /❑ EXPIRATION DATE: PERMIT NO.: _L,'i��tS� DATE ISSUED: -. /..�'�/moi_ BY: (1) APPLICATION IS HEREBY MADE TO NKXWVI=IBOQLWDf W$X)KA_ RAE & P-04,ACE I OFCONCR SI GW ND�,CND 2 OTHER SEXTIOi DESCRIBED h�REIN, IN FULL ACCORDANCE WIT .f.TY REQUIREMENTS. APPLICANT _The Fountain's Nomaowiers As oc. C/o 15655 SW 114th Ct. #14 'Tigard, OR 62G-4241_ NAME ADDRESS CIT PHONE CONTRACTOR AndersonAAsConcrete, Inc. 9 9 10130 SW Tigard St. Tigard, OR 97223 # 684-5638_ _ _ HAM& ADDR ChT�— PHONE PLANS BY- per City Standards_ & Specifications NAM[ ADDR[S ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 100.W —_ DOLLARS (2) EXCAVATION DATA: from OFFIc� [ MIN. _ 0.04 x S (� :•OO 25.00 C STREET _ DESCRIP'TION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/'TYPE BY TYPE LENGTH WIDTH DEPTH ITEM 1! QUANTITY STRE T OrEtIAD Summecf id Drive 39e a tached ) n SroN ---_ E 1 O ESTIMATED STREET OPENING DATE:_ / / E EGrIMATED STREET CLOSING DATE:_-_ / / F D _ (3) SECURITY NC SECURITY AMT: E 3D0_Ud __ CLOSED SURETY CC. _ _ FINAL CERTIFIED CHECK Ll CASH u SIOND INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: MATURES; EXCAVATION LOCATION AND EXTENT. – BHG attaCi"itx7 _ —. —_ ISI : SuRmerfield Drive I 1 — 1 north of Ducham Road I I I --worr areas S. W. StNMMERI IELD DRIVE 1 I DUN" I I -- I I ROW I — (S) NOTE THE CITY OF GAAD DOES NO , HE BY, GRANT PERMISSION TO APPLICANTS TO CONDUCTWORKWHERE RIGHT-OF-WAY JURISDICTIG!4 IS THAT OF WASHINGTON COUNT' OR THE STATE OF GREGON. THE APPLICANT AGREES T' DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WIT/1 ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE ��. DATE -- .ry.o.To p.qwa ,.r: ,+rt,.N ... .- m. ,.. Yv�. yew,, ,:.why- ► t h H CITY OF TIGARD L"'E?OCCUPANC OFUCCUl:�AY � COMMUNITY DEVELOPMENT DEPOR'TI�I��IT PERMIT !#. . . . . . . I BUP94--003 ' 13125 SW Hall Blvd.Tigard,Oregon 97223*646,1(da 71 DATE* I SSUED s 05/26/94 /94 PARCEL a 291 1 1 CD- 0260110 fIITL ADDRESS— i 09670 SW SUMMERFIELD DR SUBDIVISION. . . . a SUMME RF I ELD N0. 7 Z ON I Nd a R-'7 BLOCK. . . . . . . . . . s LUT. . . . . . . . . . . . . IL � CLASS OF WORK. I ADD f ypc OF U£L•. . . a COM OCCUPANCY GRP. a B 1 I o OCCUPANCY L.OAD 14 TENOINT NAME. . . a SUMME RF I EL D CIVIC ASSOC. �1 Ramarkse Summerfield Civic Association- maint•enco addition I , h I SUMMF,.RF I E:LD CIVIC ASSOC. + 1.0660 SW SUMMERr I E:LP DR. i t T I BARD OR 9'7224 Flhone #s 69'20-0131 Cont:react or a SPFCIAL_I7_E:D CON3'TRUCIION '1479 SW 95TH COUPT TUAI.A T I N OR 97061' Vlhone #ie 692- 5646 Reg #. . 1 63371 Occupancy of the abovp referenced building is hereby given, and r.ertifies 1:he compliance with the State Of Oregon .specialty Cod*% for the group, occupancy, and use under which the r•rtprenced permit was issued. FIRE DEPARTMENT 71AUILDITI3 �INSPECTOR a f FROST IN CONSPICUOUS PLACE I I . i { r i ryp v t ! o 1 INSPECTION NOTICE city or Tigard Building Departurtnt 13125 R11 Bali Blvd. Tigard, Oregon 972" Inspection Line (Rec-O-Phone): 639-4175 Business hone: 6:19-4111 Inspections_ _— —_.---—.- footing Plbg. Underslab Mech. Rouo:s-in Appr/adwlk v Found. Plbg. Top Out Gas Line fINALt Post/Beam Struct. San. Sewer. framing -81d . PostfB�ass Nech. Rain Drain Insulation -P'umb. Plbg. Underfloor Neter Line Gyp. Rd. -Mach. Date ReWestedt �� I?C� - !y Timet AN —�.PM Addreses 9670 %%. 7i-°fin /C lal /Pii�si�i Buildert JtL��C-r TER FOLLOWING OO'dRECTIONS ARE R201RZDt •s� C/T Inspector= APPROVED DISAPPROVED APPROVP_D SUBJEI`T TO AROVP. —Call for Reinsp. 1 I 1 p A^rfin -•M'+"y�"w�, .•♦n .,..,w,. ,*.,�. .,•.,.,,, ..'r'rr� ,.nom,. .,.+r ..•w w p.r�,rr ff 1 1 i 1 i _r.. .., w Ati .rlrl�rr�� w� 1 la f. ' 1 r I I I Y y 1 ♦h R { � r n, 1 CITE( OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 07223.8189 (503)630-4171 r - PLUMPING PERMIT PERMIT #. . . . . . . : PLM94-0032 639-4171 DATE ISSUED: 03/04/94 �F PARCEL: 2S 1 1 1 CD--02600 � SITE ADDRESS. . . : 09670 SW SUMMERFIELD DR SUBDIVISION. . . . : SUMMERFIELD NO. 7 ZONING: R-'/ BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :L CLASS OF WORK. . .-ADD GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : TYPE OF USE. . . . :COM WAS►-'I NG MACH. . . . . . . BACKFLOW PREVNTRS. . OCCUPIPNCY GRF-'. . :B1 FLOOR DRAINS. . . . . . . . TROPS. . . . . . . . . . . . . . . STORIES. . . . . . . . .. 1 WATER HEATERS. . . . . . : 1 CATCH BASINS. . . . . . . : F"I XTURES--- - ------- -- - LAUNDRY TRAYS. . . . . . SF RAIN DRAINS. . . . . SINKS. . . . . . . . . . : I URINALS. . . GREASE TRAPS. . . . . . . . LAVATORIES. . . . . : OTHER FIX- IJRES. . . . . TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . : WATER CLOSET,-j. . - WATER I-INE (ft ) . . . . DISHW43HERS. . . . : RAIN DRAIN (ft) . . . . : 100 Remarks: Summerfield Civic Association-- maintence addition Owner: ----------- FEES ---•-----_.._-..__.._._._ SUMMNRFIF_LD CIVIC ASSOC. type amol-1nt by date recpt 10680 SW SUMMERFIFLD DR. PRMT t 45. 00 JH 03/04/9413 13SPOT $ x'. 25 .7H 03/04/94 - ,,II �� TIGAKD OR 97224 �H Phone #: 620--0131 Uuntracto-: •---- ------------------------•-- RAYBORN' S PLUMBING, INC. 19990 SW CIPOL.E ROAD l_UALATiN OR 91062 -----------------------------------•--- Rhone #: 692-4139 E 47. 25 TOTAL_ Req #. .. : 878E2 ----- REQUIRED INSPECTIONS ------- This pertit is issued subject to the regulations contained in the Top-out Insp _— TigArd Municipal Code, State of Ore. Specialty Codes and all other Rain Dra i Ti I n s p applicable laws. all work will be done in accordance with Final Inspection _ Ipproved plans. This pertit will :-,pire if work is not started _ within 18N days of issuance, or it work is suspended for sorethan 181? days. Permittee I S Shed By : �+ - Call for inspection - 639-4175 1 .. .... "•mow CITY OF TIGARD of PLUMBING PERMIT 13125 SW HALL BLVD. P. O. BOX 23397 w Applicants must hold Oregon Registration to conduct a plumbing TIa0OR 97223 business f must be property owner/operator not hiring outside help. Name er Development ��^^ (503)639-4175 vnvhrFl MKtIA7t14t � 1 Plumbing Permit No _ 1 ddressDescription O iW ]t . �W" lir✓+-I> '1>4L. 1>4 ORS814-21-610 GUAM. PRICE MAT. i Jnr Tax IM Map.No. Address -_ -- FIXTURES Lot Block StAxims1on Sink ' _ 7.50 � -- -- ams or name COT businesi) ---- - lavatory 7.50 Tub or Tub/Shower Comb. 7.50 iwq Address ------ -- SteerOnty 7.50 OwnerGy/ to - - -Zip Water Closet 7.50 Dishwasher 7.50 Phono v --- Garbage Disposal _- -_ _ 7.50 I _ Name -- - Washing Machine--- - 7.50 - Floor Drain 7.50 kV Address Phone Water Heater 7.50 Occupant 15ijisule zfp Laundry Roam Tray --7.50 Urinal 7.50 Name �y Phone �^ Other Fixtures(Specify) - 7.50 SMQft!-'. �W.� IA14 _- 7.50 Matting Address Phone `iqM CIPbLe 7.50 Contractor Ctty/Stets ZIP ---- ' 7062 _MISCELLANEOUS City Bus.Tax No Sewer tat 100' -- 30.E Y�c�tao ' Plumbers - -- - 1 State �w o. -Sete s. o a 'ea.Addit.100 15.Oi) (Res+dermaq �7�a_ ppL Water Service I st 100* -20.00 1 1 hereby acknowledge thrt I have read this application.that the Information Water Service as.Addis r 15.00 - 9 i given is correct,that l am regis(e:ed with the Stats Builders Bowd.and also Storm 8 Rain Drain 1 st.100' ( 90.00 + he"a State Pllxrnbing lkw"that the numbors given ars Confect•Awl all i plumb**work aill be done in ac;Ardanoe with applicable provisions of Ore. Slams 6 Ptin Drain Addh.100' - 15.00 yon Revived Stables CNgAers 447 and 899 and applicable codes and that Mobile Home Space --- 25.00 no help wit be employed unless licensed under ORS 663.(I1 exoffV from i Stale registratirn,please give reason below). Bach Flow Prevention HOMEOWNIEAS--1 her"owtify the 1 am the owner of the pmperty de Device or Mtn PdkAion Device � -- 7.50 _ rrat»d rtwve,at wftioh location i prop aes b maks a pkrntrng k W--JJm kx Any Trap(r V/este Not rtry own use and this prvpmty Is not by kV constructed for sale.Inane or reit Connected b a Fixture _ 7.50 Catch Basin 7.50 Insp.of Exist.Pkxt" 40.00 Per Hr. - - ---- ---- Specialty Requested inrpedlons 40.00 Per Hr_ _ Rain Drain, 15.00 ---- Single Fam. Dwlg. AUTHORIZED SIGNATURE -- -'- -- - Date � Describe work new U addition[] ahfwatlon[] rot)Mr I 1 tube done residential❑ rwn-rosidential i1 I_xisUnp use of rmrN11HUM PERMIT FEE 25.00A butk*tp or property------__ - ----_-_-. - _ SUB-TOTAL Pmpoeed use o1 - - - 5% SURCHARGor ty - - 25% PLAN RE'vIEWTHSPOn. bsoorneenuharilwold*workororxmwucdonatritnurtxedionottxxn _ TOTAL 1100 011811ntKHdaysp►MsertdructlorartaoritMeUspentWorsbandorodkx / a period Of 160 days d anytime abler work to oornrwknoed. HCl 0 t y y(` 7.3 Date beuecf - --___-- by - - _-- ----- WON RN_11 0 Ift"'WAlow r 'J CITY CSF TIGARD d COMMUNITY DEVELOPMENT DEPARTMENT Bu I LD I PERMIT 13125 SW Hill Blvd.Tigmrd,Oregon 91223-9199 (5031 639-4171 PERMIT . . . .. .. . . : BUP9 4 -003 DATE ISSUED: 03/01/94 639--4171 PARCEL: 2S 1 1 i CD•-O26O0 SITE ADDRESS. . . : 09670 SW SUMMF_UFIELD DR SUBDIVISION. . . . : SUMMERFIELD NO. 7 ZONING: R-7 s BLOCK. . . . . . . . . . . (-OT. . . . . . . . . . . . . :L REISSUE.: FLOOR AREAS---------- EXTERIOR WALT- CONSTRUCTION- CLASS OF WORK.. :ADD F I RST. . . . :900 s f N: S: E: W: ' TYPE OF USE. . . :COM SECOND. . . : S PROTECT OPENINGS?---------- TYPE OF CONS'f. :5N THIRD. . . . : S N: S: E: W. OCCUPANCY GRP. :B1 TOTAL---- ---- : 900 sf ROOF CONSt:C FIRE RET? :Y OCCUPANCY LOAD:4 BASEMENT. : 5 AREA SEP. PCITLD: STOR. : l HT. : 11 ft GARAGE. . . : S OCCU SEF'. RATED: i3SMT?: MEZZ?: REOD SETBACKS---------- RFOUIRED------------------- FLOOR LOAD. . . . : psf LEFT: ft RIGHT: ft FiK SPKL: SMOK DET. . : DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM: HND.[CP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORP: PARKING: y VALUE. $ : 35000 Remarks : SL1Mmlerfield Civic Association- maintence addition Owner: -------._.___._.____.___.__.__.-_-_._..._.__.___-.------___.____._._..__.___-- FEES ---------------- SUMMERFIELD .------._ ----SUMME:RFIELD CIVIC ASSOC. type amolmt by date recpt 1= r 10680 SW SUMMERFIELD DR. PRMT $ 215. 50 MAB 03/01/94 - t; PLCK $ 140. 08 MAP 03/01/94 - TIGORD OR 97224 5PCT 4 10. 78 MAB 03/01/94 - t Phone #1: 620-0131 Cantr,act tov-: ------------------------------ SPECIALIZED CONSTPUCTION ' 21479 SW 95TH COURT ( IUALATIN OR 97062 -------__----__------.-------------.-.--- Phone #k: 692-3646 f 366. 36 TOTAL I Reg #1. . 63371 - ----- REQUIRED INSPECTIONS - --- - -- This permit is issued subject to the regulations contained in the Foot/Found Insp Tigard Municipal Code, State of Ore. Specialty Codes and all ether Slab Ins p applicable laws. All work will be done in accordance with F1^amli.ng Insp approved plans. This permit will expire if work is not started Roof n a i 1 n g Insp within fiW days of issuance, or if work is suspended for more Insulation Insp than IN days. G,'p Boar-d Insp Final Inspection Permittee Signatur I s s u e d B y Call for inspectio - 639-4175 'u y r Commercial :wilding Permit Application City i J Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) r39-4171 JobsHe Address: r `� / 0 �� Aw(,erl r ONice Use Off_ Tenant:A1A1A1-rA(►✓,rNGC Suite# �tf Planck/Rec# v diva*zion: 1 0 C) Permit # owner: `-)L(.MMf1,f1F n i210(,- FSS Lie Mra * "" Address: DOD ��r,J Sl.��r�!E�[� � , A als E�0 utr '' Planning., �"• .` ►`_� =-�— Phone: �2t� 0131 61LI OP� Engineering Other AV — ; S f�c Contractor. C iijt Z% b (2A 1 6LTia� ' 2 , l)o!I c�D�26�� c) / `{7 l (Y _ E fess: ��� �j `.%f I Type of const: /_� (J/ Occupancy class* � ..I� Phone: z S�' 7 k� Sprinklered? Ye: NO Contractor's License # 3 (attach copy of current Oregon license) Sq. ft. of project: Q0 S Story (tst, 2nd, etc.) A'rchltecVEngineer: Proposed use:60i-F __/y_&NYi AIANICr- Address: _ — _ Previous use: J� _ Note: Plumbing & mechanical plans �^ must be submitted at time of Phone: building permit application. � rY COMMENTS: Applicant Signaturf, & Phone nu r Received by:� � �',- Date Received: � I ,Y'r. �au.d y'YJ � "'. w•Mr, .,� .. - •• • p.'r7•�Mt d �i j s i i i Permit # Account Description Amount Amt. Pd. Ball. Doe • Bldg. Permit (BUILD) Plumb. Permit (PLUMES) � Mech. Permit (MECN) State Tax (TAX) —_ • Bldg: ------- Plumb: Mech: �� cy Plan Check (PLANCK) Bldg: — Plumb: _ Mech- Sewer Connection (SWUSA) SewerInspection (SWINSP) Parks Dev Charge (PKSOC) ---Sturm Drainage Chg (SOSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) f Commercial TIF (TIF-C) — Industrial TIF (TIF-1) — —_ Institutional TIF (TIF4S) Office TIF (TIF-0) r, Water Quality (WQUAQ �F Water Ouantity (WQUANT) -- Fire District (FIRE) TOTALS: •ryt.i• t i I February 15. 1994 To: Larry Johnson From: Neil Jeremiah Subject: Response to "Building Plan Review" * Number 17-- Handicapped Parking * Number 18-- Restroom for the Handicapped r In discussing these two matters with Mr. Burrows, the plans examiner, we were given the okay to do the following: 7 Handicapped Parking---Please write the following on the plans: A PROPERLY POSTED, DESIGNATED PARKING FOR THE HANDICAPPED, WITH THE REQUIRED PAINTED MARKINGS ON THE BLACKTOP WILL BE PROVIDED IN THE 1 I FOOT SPACE NEAR THE FENCE IN THE BACK OF THE EXISTING BUILDING. (1'8")Restroom for the Handicapped-- -Please write the following on the plans: THE PRESENT 5'7' x 7' LAVATORY WILL BE MODIFIED TO ACCOMODATE THE HANDICAPPED. METAL, 36" DOOR TO SWING OUT WILL BE INSTALLED. NEW APPROVED TOILET WILL. BE INSTALLED. NECESSARY GRAB BARS---BACK AND SIDE OF TOILET WILL BE INSTALLED AT DESIGNATED DISTANCES FROM THE WALL AND FLOOR. INSIDE FLOOR WILL MATCH AND BE LEVEL WITH THE OUT- SIDE LANDING AREA. ONE OTHER MATTER: After you prepared the plans a decision was made to have two windows In the office. Tho contractors knew about this when they prepared their bids. Will you please show the same size window In the front of the Office. Center the window on this wall, s i W February 14, 1594 ` To: Larry Johnson From: Neil Jeremiah Subject: Rmonse to 'Building Plan Review 1. Sitelan--This can be shown on the topographical pographical survey we had performed. Neil will do this and havg..ihCee copies made. 2. Show in detail the use of existing building. Ngji wi"Qth Storage and use of flammable and combustible liquids shall be In accordance with the Fire Code. (section 708) PUT THIS STATEMENT ON THE PLANS. Devices generating a glow or flame capable of igniting gasoline vapor shall not be Installed or used within 18 inches of the floor in any room in which Class I flammable liquids or gas are used or stored. (section 708) PUT THIS STATEMENT ON THE PLANS. � . Insulation in the exterior walls to be R- !5 high density. _1h1p, Is okay- PLEASE kayPLEASE PUT THIS STATEMENT ON THE PLANS. 6. Na ling schedule. Include what Is needed from the 'Nb:!Ing Schedule' Mr. Burrows gave me from his UBC book. ENCLOSED WITH THiS MEMO. 7. Provide shear transfer details Mr. Burrows, the Plans Examiner, explained the need for this as we are In a Zone 3 earthquake area. It has to du with the boundry nailing. At the top where the roof trusses are secured to the top plate- --chow the details of the blocking beteen the trusses. Nailing shown 4 should be 6" on center. Also, show the size of nails to be used. ae� � At the bottom, where the studs are secured to the floor plate--tndlcate how It will be secured. He mentioned something but 112 5 or H3 truss clips. (He also said, if you have any question about this or any matter, give him a call. ) (N I Protide header sizes for all framed opening- -overhead door, windows, and 1� - the two main doors. There is also a need to show the size of the header over opening of the breeze way to the lavatories. PLEASE PUT THE SIZES ON THE PLANS. He said 4" x 16" okay for overhead door and 4' x 8" okay for doors and windows. 9. Provide details of how the downspouts will drain to an approved system VOur present system has a downspout at the northwest corner of the existing building which empties into a 3' pipe which takes the water to the storm sewer. Our- plans must show some means of getting the water from the south, west and north sides of the addition and connecting with the existing 3" pipe. 10. The minimum dimension between the exterior plywood and grade is 6 inches unless grade 13 concrete or asphalt. Please Indicate on the plans: THE EXTERIOR GRADE IN THE BREEZEWAY WILL BE CONCRETE AND THE REMAIN- ING GRADE ON THE SOUTH, WEST AND NORTH SIDES OF THE BUILDING WILL BE ASPHALT. sy,^iwr,uyy4 y- 1 ..M,..- ,R...�r« ,■..r y •++.'.,,y sa'vaa•-^ M MIs .. ,. n .. ,,,. , y ,F wY: .fir.*. ..,.y:,.•.�.P•a"q�y'°M>w► � �A 1 Milli I i 1 1). Provide a 22 x 30 inch attic access minimum (section 3205 (a) THI:'I CAN BE ACCOMPLISHED BY SHOVING AN ACCESS FROM THE ATTIC OF THE EXISTING BUILDING. 2) Provide 5 1 - 112 inch holes at 4 feet on center for eve ventilation (section 3205 (c)) PLEASE PUT THIS STATEMENT ON THE PLANS AS A DETAIL TO THE ITEM 'A-2' on the plans. ' m, Provide plywood insulation baffles at all eave vents. PLEASE PUT ;HIS STATEMENT ON THE PLANS. �T.VAII exterior windows and doors to comply with the currant Oregon Energy Code. PLEASE PUT THIS STATEMENT ON THE PLANS. In addition, please r Indicate the type of windows--vinyl? doable pane? U value. YOU KNOW MORE ABOUT THIS THAN I DO. The floor or landing shalt not be more than 1/2 inch lower than the thres- hold of the doorway- typical (section 3304 ( 1) ) PLEASE PUT THIS STATEMENT ON THE PLANS. / ff 61 Regardless of the occupant load, there shall be a floor or landing on each I/ side of a door. landings shall be level except for exterior landings. The I� The floor cr landing shall not bo more than 112 Inch lower than the thres- hold of the doorway. The landing shall have a width not less than the width f of the door. Landings whall have a length measured in the direction of tra- vel not less than 44 inches (section 3304 (1) and PLEASE PUT THESE SENTENCES ON THE PLANS. 1 HANDICAPPED PARKINO. - - -Please sees specially V� p y prepared material about this. � 1)1 RESTROOM FOR THE HANDICAPPED- -Please sen specially prepared material about this. o4. The main entry to have a minimum of an 18 inch strike edge wall (section i ' 3109 ( 1) 3, figure 25(a) and Table 31 --F). THE DOOR IN QUESTION IS THF ONE PROVIDING ACCESS TO THE LAVATORIES. The above can be accomplished by hinging the door 6" closer to the right and showing this in the plans. The present strike edge wall is only 12 Inches. i i i 1 ............_...... i February 2, 1993 CITY OF TIGARD � OREGON . Dave Pickering Specialized Construction Inc. \ 1 21479 SW 95th Court Tualatin, OR 97062 I Project : Summerfield Civic Maintenance Add. - plan check #1-68C 9670 SW Summerfield Drive i Subject : Building Plan Review (1991 UBC with Oregon Pmendments) I The plans for this project were reviewed for conformity with applicable codes . Please submit. the following items for completion I of the plan review process at your earliest convenience: ! i 1 . Submit a complete site plan showing set-backs from the property lines to the new addition. 2 . Please explain in detail the use of the existing building for the purpose of designating an occupancy classification. A one-hour fire-rated wall with a one-- hour self-closing door may be required between the t? addition and the existing building. ? . Storage and use of flammable and combustible liquids shall be in accordance with the Fire Code (section 708) . 4 . Devices generating a glow or flame capable of igniting gasoline vapor shall not be installed or used within 1.8 inches of the floor in any room in which Class I s flammable liquids or gas are used or stored (section � '708) . 5. Ins,., ie loi i the exterior walls to be R-15 high density. 6 . vide & ailing schedule for all framing members, 1 wood, 7 . Prov_ _tI ,-_ar transfer details . 8 . Provide header sizes for all framed openings- overhead door, windows, and man doors . 9 . Provide details of how the downspouts will drain to an approved system. 13125 SVIJ Nall Blvd., Tigard, OR 23 (503) 634-4171 TDD (503) 684-2772 -- - -- it M 1i 'cry: r 10 . The minimum dimension between the exterior plywood and grade is 6 inches unless grade is concrete or asphalt (section 2516 (c) 7) . { 11. Provide a 22 X 30 inch attic access minimum 3205 (a) ) . (section 12 . Provide 5, 1-1/2 .inch holes at 4 feet on center for eave ventilation (section 3205 (c) ) . 1 13 . Provide plywood insulation baffles at all eave vents . , I 14 . All exterior windows and doors to comply with the current ' Oregon Energy Code. 15 . The floor or landing shall not be more than 1/2 inch lower than the threshold of the doorway- typical (section 3304 (i) ) . 16 . Regardless of the occupant load, there shall be a floor or landing on each side of a door. Landings shall be level except for exterior landings . The floor or landing shall not be more than 1./2 inch lower than the threshold of the doorway. The landing shall have a width not less than the width of the door. Landings shall have a lergth measured in the direction of travel not less than 44 inches (section 3304 (i) and (j) ) . 17 . One in eight accessible parking spaces, but not less than one, shall be served by an access aisle 96 inches gide minimum and shall be designated van accessible (Table 31- A, figure 9, and section 3104 (g) 2B) . Please submit a signage detail for the handicapped parking stall . 18 . Since this addition does not show rest rooms, at least one rest room in the existing building shall comply with the current ADA requirements of Chapter 31 (section 3111 exception 1) , s 19 . The main entry to have a minimum of an 18 inch strike edge wall (section 3109 (1) 3, figure 25 (a) , and Table 31- F) . Please make these corrections on the appropriate pages of the drawings and resubmit three copies of each page to the City of Tigard for review. This plan review does not include electrical oring plan IN' reviews . Electrical concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312 . • If your have any questions or concerns, please do not hesitate to call . Sincerely, i Mark Burrows Plans Examiner FAX (503) 684-7297 S mb/pc11-68.doc kI i a k, I I) I