The URL can be used to link to this page

7105 SW HAMPTON STREET-4 J „ (A.44) A.8 A A.4 A.8) A A.4 A.8 A �--- (A.4 (A.8 W t~ in 0 10 fvEW EXISTING _� 0► oN NEW EXISTING - 3r � � r �' U7 .. - -- - « -- _ - - -- NEW EXISTING NEW f XISTING NEW GU; ;:�. U X � v ( fes FOUPIGATt.'', 4' CONC. SLAB W/ 6:r:r, SAW+.' : _ _ _ ..v __ ) - VIALL 0 DOOR W/1.4 X 1.4 WWM LXl='WALK -_I._ +-SAWCUT F'/ISTING SIGFWAI_K CXISTING-•1 D��LIBI,E-2X , MAIFH EXI:,I!IdG A�� 00000 SIDE 1L AT NFW CONSTRUC PON r GOPiLCT TU AT CENTER SIDFWALK AT ENDS MIN. / Ln N;',N H• SEE �`� EXI' 1 IIG GUTTED' Ln 0 LiC, ( U 1 - wCHANN.AL --- 11 /19" x 1S" f:.; �— — ` LATCH WALL AT DRILL & �PDX7 Ii'JR� I _ To FixtuRts/ 4- 1 { -TEE: i '�iNTO HOTT': �ktNCH pRnIN- _ Nf;N `rFNT ANC? �" &f C I \, NEW ROOF SI i?F'F Jt; N' L�; :I :'df, Ct.11fING VATCH ALL EXI': ,, �-- --1 SEE h,�E( H• r'LAN � WATIFIR I INF f I i --- I 1 I I DRAIN `�ATr>�'1N1 rr. FORLOCATION/SIZEa - r S �. „ o• ( •. F �' ►` It 1 TIN, : k K-, +, I NEW-MECH. EXI�.TING 241 0.�. UISTING I _;I M i I —_ MES , C 'ANI A I I I I ROOM II MECHANICAL �_ . �.: '' ROOM S _ fil, x I I 1 g00M F 6�, ---� L A'SIFA. �- - t L __J ( �1 +' `Q r.G 11 �(� Al 1 — -----....... -- _ 1.4 _ -t1.4 -- �-- -11— 1.4 -.__.- --_ - { IM 1.4 � I � -- ( Y — — - - -- I . NATE L 1MF' LUCATI+_)N I-L `1 -- �.-UFT; ,w r I r:IX"r Hr1h: ' , I L -+--r— -EXIS f J 2 X 1",.I r. 1 �Uir MEN T INSTALLATION) U G 1 S r, I I_L L i" Irl1! BEAM POCKET, DBL 2 X 4 - 4 24" O.C. } .,,,- _ ��,;-1IK�MEN T . NDER rlu-LAM W 2 Y 4 EXISTING FOUNUA IION r---► F ' -T' OTIrJG EXI'-, METER PIP r —. LIN SIDE W SIMP.,O _ LI N A35 EXISTING ROOF • TING r,tE71=fes �: PIP;N � / �� _ AND ;TEM WALL TU BE REi_c lCgTc'. I_11P EA. 'NIDE. ---- Eicl TI U_ XI`;TIN� N c VV M F TE R ._t UPERATORY L-„:ATI:IN ----- UPERATORY --___.._ ._._._ � I EXISTING OHAP I I EXISTING OHAP ” FOUNDATION PLAN pFLOOR PLAN ROOF _FRAMING PLAN ROOF PLAN 2 X 8 0 16" 0.C. WELUEL) _FEEL FRAME ROOFING TYPE 1, MATCH INSULATION w --- FE SERIES phi?.Q /�'1" VEN1 HOLES EXISTING CONC. ROOF TILE n � L'k `.•:Ekl!�L' 1.~` ;4 L1r�-:IF' I ® 12" O.C. i - SIDING U 4 I L' `-'_ METAL FLASHING - PAINTED - w AL'_ tx15J►u�, I 1" VENT HOLES IN' , . < PAJR HALL HEA•r,ING BU•I I' �_ SIDING - BUILDING PAPER 0-4 "' EXTEND 11i" MIN. UNDER " ___. ,r.- w EXISTING NEW STAINLESS STEEL, D80rD - P # 12 U C. SJ# SLOG, I r�tk4.4 -_-t` EDGE OF ROOFING - BUILDIN(' PAPER IT /- - L rt;�C► SHEATHING _ �^HLA'.�.E L'-1(_KSEr. DEA1,60LT-, �_ Tt�c TCIP & E+Of10M ON 1N,�`'�'VE LEA `� 1" X 2" NAILER PI1'1Nf)OD - — FrOOF 111E , ��:. i ^� "M,`C T�'RCSI iULG I Jr, r'1 `}� -- (JI YWD. SHEATHING ,FALAP.I ;NEATNItvi / CAVE TILE r � i— =1__ -LAM FE'' GUTTER - r; t T, N / ' JOIST C i �y ,A. FLASHING __ ..._ . 2" VENT HOLES � 1'L1WO+7U SHEp.THin, 8-1 1 8 f r LASHINf' - _ - TE / RELD TILE O (A ) --1— -- ' 2 PER.J015T SPACE. v I I� 70P PLATE AS READ. -- � '� •r �X t>ACFF1 F' �'_ _ ��11 I EXIST. i iGHT--i -- I TO MATUH EMST. , 2" X 8" FASCIA !4' 1kWOOD TRIM EAVE HT. `--- CONT. SCREENED VENT - SAW KERF O a-+ ` _ -- -_ ; SIMPSON H3 CLIPS _ , ,„ � � �'-� Q ! 0 EA. J013T 2 X 6 BLOCKING �, _ r, T — I / ® EA. RAFTER SPACE BELTLINL TRIM-�� I R-11 INSULATION 2 X 4 0 16 O.C. --ti=== -1 3ELOW 5/h C i P`;JM HOARD �., �,i[)ING Q L—JID TRIM I k 5/8" MOISTURE RESIST. — 1/2" PLYWOOD 5- ! - , ) � WOOD CORNER ',RIM " l!�" 'I(i^. ` GYPSUM BOARD - PAINT 6C) . 1'-0' � r/t3' GYP. BD. AT --- �-, ,,F. I _ hOFtTHWALL ONLY 0 �� GLU—L M 3�_Tf�IM DETAIL 4 CORr�ER DETAIL - �5 RAKE DETAIL '6`' HIP DETAIL �1 SHIM AS REQ. A' 1 / Al 3" 1 \ Al 1 1 !'-U ( 6"'., HIP , / At 24 GA. GALV. FLASHING (PAINT) ----- -- -- —_ —_ _— i HOLLOW METAL GENERAL NOTES: DOOR FRAME 1. CODE; UNIFORM BUILDING CODE, 1991 EDI PON FRAMING LUMBER .NORTH ELEVATION — PARTIAL � � t ,,. , , — -- RIGID ,NSUL - ALL ,.RAGES SHALL CONI,QRM TU W.+ ,A _ I LIVE LOADS: .)0 PSF OFFICE ALL r ')LT HEAD BEARING AGAINaI !; THRF-SHOLD PAR TIIION: 2U °`;F ALL WOOD IN CON•IA.CT WITH (;)N_� IE ;)'_'�," �a r�• i� C.C. SEISMIC! E � ' r � ` EA, WA'( , /� EXPAN'�IC)hJ Jill"J I ZONE 3 MAXIMI'M MOISTURE "'ON TENT 197 A ( 1 1.4 1.6 HI I)C,Ft.. , SOIL BEARING 2000 PSF IN ACCORDANCE WITH BUILDING DESIGN Ct>< UMEr;T; �-% Fr'• COI�1: � '. i j- 4" I:UNI; ';il1EWALK, i; U-!AMINAr W!Ji Id��MF�ERS: NEW EXISIING c - 11' 6" ALB �1• SLOPE 3. CONCRETE. GLLI-LA.4,INATED WOOD BEAMS, KILN E$IEE IN1_,71T'. ; Z MECH P.M — -° ~ FOUNDATIONS A14D FLOOR SLABS. Fc -- 3,0'00 FS AT 28 DAYS; MAXIMUM SLUMP 3" PLUS OP MINUS I ' STRESS GRADE COMBINATON 2417-V4 ( Fb = W FL. 47 v Fv = 165, PSI ) GI_U I +;S MIA17 uF JA'A•r\�n . > �,� -- rI I Z CONCRETE •� v aEfl�For�cJrJ�; STEEL: '�l)EtMIT HOF URAWING�, AR',hI TER:T r;)✓ F'v'� " I'I ' - �r, ' Q TILE ROOF � ---� ° I #4 Cull: i DEFORMED BAPS ASTM A-615 GRADE 60 (Fy = 60,000 PSI) UNLE:iS NOTED ON Tor DRAMNc;. WOOL) SIDING-� C 1 SAND FILL- ------------ ---� FL'r WOOD: - �1 ::H ALL � , " I. METALS: -- a #J DI.WFtS , 36 ALL SIRUCTURAL AND MISCELLANEOUS STELL: A5fM A-36 (Fy = 36,00(; PSI UNLESS Nf)fE0 QIHlLRWI`;E. (LOOK `�HEA!HINU. _, 4 I&�. .f•:r'_'.FL' ,_'` '�� W WOJf` TRIM N,IAi_.� & 'rIN �!� k3AkkILF' -- O.0 A,.T. HOOKS WALL SHEATHING: 1, L_lth'_ 'L, ,� wl • c f • >/ f , — ALL BOLT:. ASTM A-307 UNLESS NOTED OTHERWISE. ALL PI ti�N(1UU SHAT L :LI:�,TM(d TU '.).'.) ' i+fi1; Al� 14 - (2) #4 CONT. N', . a: CARPENTRY: NAILING `:HALL BE A`� Vf"�'1TEf) ON P. 4-1 4 W ALL NAILS TO BE COMMON NAILS. NO BOX NAILS ALLOWED. ALL NAILING TO BE IN ACCORDANCE 'SPECIAL CONDITION,; co I ' ! - II I a WITH U.B.C. TABLE 250 UNLESS NOTED OTIiC VASE r co '� i�' THE f:' t L1_L1_ _ —_ --- � -► LUMBAR GRADES: E _JNTRACT�R SHAT IN Ai;Cc.'F<UA.Nt E WI1H I r, r NU C ''11J. 8 - 1250 PSI MINMUIM. C'ONTkA(rI , TO VERL- I JOIST. DF ?F - r. ' F, F.r, c `•. FI ALL LUMBER NOT NOTED A80VE TO BE U.F. #2 OR BETTER OBTAIN APPI",OVk PRI,'R ", � �4A', --- - -- -�= -=---, +. aNE_'T TO EXISTING ALL WOOD IN PERMANENT CONTACT WI1H CONCRETE IU BE PRESSI-IRL IRLALEU ('RIGH i01)1AR; OF WOPK, NOIIF'r L!�t;INELh , AN — SY5TEM I — — --— — — -- 1_ WALL SECTION ��15 fINU �A K�L��W — — yawn -- —----- --- - - -- — -- -- — -- �. Al MtSCCLLANEOUS STCCL HANGERS TO [1C "S" SMPCN CTP APPROVED COUAL. NAIL All I!ijLCS CONTRACTOR TO VEF:IF L --_ I Date --' WITH NAILS AS sPFCIFII:D BY MANIJFACTtiRF L!Nl F:;': SITOWrI OTIICRWISf• C,N iIRAWINGS, NOTIFY ARCHITECT OF al:r C�I�. 1; =I�V!::'I ��1. -- _ MACHINE ROLTS TO RF A•-307; FXP�,Nv ,UrJ liUl.T , INTO t:ONCRFTF ';HALL. BF RAM STLIPS -- - —' - SPECIAL INSPECTION OF BOLT INSTA: hT10N I; RE.QUIREG AS 'HO ON PLAtd, plot: 1 -- L WEST ELEVATION — PARTIAL 5/8" X 12" ANCHOR — Y MODIFY EXISTING SPRINKLER SYSTEM F11e: -PDQ BOLTS 0 36" O.C. �`�PSUM BD. AT U - REMOVE AND REPLACE SIDEWALK Re�Ised: Nr,, ,i WALL UNLT Q 1 ANCHOR, J A �J RELOC OTE EXISTING TREES/BUSHES AS DIRECTED BY ARCH. ' I SEE DETAIL 1/A1 FOR �• .a 36" 0 -L ,�-- 2 X 4 P.T. SILL ' ADDITIONAL NOTES BLDG.FL. _ - EXISTING SIDEWALK _ EXPANSION JCINT � `Sheet Title I �'------- POURED —� SIDEWALK D°STMG �DE"' " . SEALANT - • COSTING LMMAat ,'. - 11) �� iar,f. _ 0 _g SLOPE I DATA: P'-1�IkLC -� --7 - I NEW MECHANICAL — -------- - — - - - ,EALANT I • FL CH RM I —� ° ° ROOM - 110 S.F. 1 FL ' ° / ° ° O 0 Q 0 up EXISTING CLINIC — A. EXISTING SL fRUCTk,RE C. SITE COVERAGE ,i DATA: D. BUILDING CODE INFORMATION: _� EXISTING, CGNC 00 V p 1JSC 1.4 X 1 4 v -- 1�AUI.T TC+ f'.+• n; `" SAND FILL o 6-6 �- O I WWM 0000 I I 173 U 11 DIN(- ti r v RANDY R TOMIC VAPOR BARRIER O O � _ I B. LEGAL DESCRIPTION: _ Fl_A7A�'I�Vpl v,' y, .� 4 PERF. DRAIN. - I — P/NRklN( 1`a,') t:`, ! r-+ ,1 ! - ,; :, -,;:' , • �- . - p0 O T.A�: IJrS I AND:SC!,PF 111.1 ; ',t1C :''; ' r uxE WEGO, OREGON �- CONNECT TO EXISTING i 124 & 1300 L C Mr�TCH EXISTING_ 0 00 - d SYSTEM O 0 0 — MAF' 2 7 1.1 Ar, , + ., d d 00 00 1 EXISTO TING PARKING I TOTAL =+,�a 3 9,:a ,. S.I . 10,")- ,,, OF 0�' REMAIN UNCHANGED -- M n ° —J O o I I I _ �Ft�'C GOP 6heet Number FIG, L.LLV. 1 o O 0 - �� 0 0 (2) #4 CONT. -- - _ - A1.0 e FOOTING DETAIL 2 FOOTING DETAIL _ A, 11/20 = 1'-Ox SITE PLAN " � --- � .lob Ad^+r�:x:__.��°�__�+�!._._ .�.~�<?^ S 7105 S .r , , rr O NO 9 W Hampton Streat -- _ . . Al ') = i.(� —Q --- ....._,.r......_. ..... _. .... 104 — :t If this nolice appears clearer thin the 3/4/97 docununl, the document is of msu•kinnl qualify. IIIIIIII�IIIIIII III!III1IIIII I IIIIIIIII;III 111111111 11111111 I IIIIIjI�IIIII l II1I111�IJ111 I IJIJIIIIIIIjI I Illll�llllljll! I i;IIIIIIIIIII IIIIIII'Illlt . INCH MADE IN CHINA y ' 41 tri IIIIIIIIIIIII!lullli!!!IIIuI!Inllilllllnlunllr!Innlnnlnn Inllnnlnnlnnlnnlnnlnllli!nlnulunhnilnuLnllnnlnllllA!ILII!I!II!(IIIIIII!IIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIILII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfl(I X LEGEND 'U 14 CW COLD WATER G - . -- G NATURAL GAS N` HW NOT WATER (10' a J # --- -- - - V VENT z r w SANITARY WAel*E A5'YE FLOOR OR GRADE :R i W SANITARY WASTE BELOW FLOOR OR GRADE —__--_..-- CAP OR FLOG -- --- ---- --i PIPE UP PIPE DOWN Dv BALL VAL VE RV PRESSURE RELIEF VALVE 7 OC CONNECT TO EXISTING EXISTING TO REMAIN OP CAP OR PLUG ® RELOCATE Ex,STING REMOVE EX15r(NG UH UNIT HEATER FG FLOOR DRAIN MS MOP SINK NEW MECHI ROOM RPBP REDUCED PRE96URE �AMMON 15ACKFLOW PRE VENTER OE CW VTR ,/ENT THROUGH ROOF j G VAULT AND --- BACKPLOW _ PRE VENTER I �_- I I I GAS METER TO I I BE RELOCATED 3`MBOL DESCRIPTION W V CW HW R'.EMARK5 - E..., M5-I SERVICE SINK 3 FD-I FLOOR DRAIN 3 1-1 /2 PRIME I-I /2 PRIME � DRAIN FD-2 FLOOR DRAIN 2 �TRENCH MISCELLANEOITS EVIPMENT SCHEDULE Ln DESCRIPTION ELECTRICAL UH-1 UNIT HEATER,ELECTRIC, CEILING NUAKs 208, 10 BAbIS OF DESIGN: BERKO HUH 524 TA 29 KW /P-I TRIPL.Ex vACUUM PUMP SYSTEM. PREORDERED BY KAISER PEWANENTE 208, 30 (3)3 HP , -� MP��N w - - - - • 1 . ELECTRICAL LEGEND • w/I w rIo rNaT WOT aLL err��e AI!! LIG�N� REMOVE EXISTING CKT. BRKR, t ll I �Itl - P�dlll�� PROVIDE PROVIDE 22Ai2wvC l0 g ARE W BRKR IN CKT. SPACE 36, CONNECT TO EXISTING CO C----::j kucp wLUP 44w. euaACP.lett M d! Id UTALL RECEPTACLE tWAE MKLIX EXTERIOR LIGHTING CIRCiuiT nJ,awbaw UPIMP E. rA.L Maww UWLL IrECFPTACLE EtWAWx•A-rL.Er - F-- -I `\ a RuorEecarT LLIMNAIIE:eA�LAMP ® ePEcw.UgJ10�CbE ourtET Ab NOW O a LI+a Lu`+►wtt: WMACE.IEC-F.M D RAW N-FLOOR CUTLET DIEL V CO%HATION,ersw Al Kra \32 C IRRIGATIONCITCNTRL-R. F�1 rNLL LUI'KAEl: &MACE &WAa OUTLET brW 01194b"Ab&AM � B rNLL IMeHER R!lQeeED (2) .rIICYIOH DOx µ u -S� TRALtt YIN HEAD!LOCATED IQ' Oj DOCOMLK.'T WT^.N IEED R .HON AM') - �}^� _ - - �-x Drawn: MF'K �r•c� roLe Lahr UIrNAIIEe b MIOIN Ax ® �' MMOe eTARrm MANUAL M#&VIC,cCPto"roq UTILIZE EXISTING .8 _ DEETCI1AT CEII.W,LW U 19(CT GIICUIr 40A/208Vi30 CKT BRKR.r e A x 4 Marge CGIECTION EXIT LaH1 CEr.r�WALL rAleaxLs Ab eNaN, © 117 M �,aOR IELAY,� C, CIRCUIT TO EXISTIt':a CTRL Sz rw.r SWCN IPOLE 2-Cu —� C�uTELL Ir.DHt SWITCH. OFFICE SUPPORT AREA ----- �-� v UALL _ \ I TI GLOC, 4, � �wAT AIwY r� , MECHANICAL I Plot: F% ett Ecnnca Eaure++ I I I A !v rA-IAL D++ LOW vOLTACf,P1L0T PANEL SUPPLIED BY MFR __� L J $D MANIAC DMER �w lrii PkILDOARD eUIFACt!RECIEA[D C' PNOTOELWTRC CELL GAEIET tl MAC31,PlnNW MOUNT PANEL ON STAND. gyp,I -- CONNECT PANEL WIRING II 1 IbTtii To RVUN �� PPDV flp1 D M*0 cd MAL To RE NAW FMSYST&t I I I I I File; 32 am5M I TO WIRING HARNESt3 PER --� L-' I I'110VDE LADOR AHC MATEItlAL AS N6CElAM[r FORA CO-MM IdiALLAT10Hl MFR'S INSTRUCTIONS. --1 r I RQV 1830: //pp�� _ I I I `.LV eKIeT1AS TO INIELOCAreD AND REC:IRICUII'ED 1 I I I 1 AA rECE66AW T VSTMTO3I0IavED ---u L.J J I i r --- t1 : -- r.L.xTRHcx ttrserMa Nene LAeg DEeKA1AroR sheet Title LEGEND CETAIL5 ELECTRICAL PLAN 2 1- 4'-0� �' i 125ZO, OREGON h -11_.°\'��4 � 4rtP_. E PIRES 06/30/95 Sheet Number ME1 f 7105 SW Hampton Street :Cb NC: 932305-+ 2 of 4 If this notice• appears c•leacec Pharr 111c 3/4/97 document, the document is of' 111:11-1411,11 quality. I�I�I�III�I�I�I 111111111111JIL1IIjIIIIIIIIIII 1111111III11111II111Jill 111111 I�I�I�III�I�I I I�I�Ijlll�l�l I I�!�I�III�I�I I I�I�I�Illjijl I I�I�I�III�I�I�I I I�I�III�I�I�I I�I�I�III�I�f _ INCH MADE IN CHINA= Al t : 3� -17— e� 3 0 Ilillllillllnllll►linilllnl ,ulunlnnlnnllnlllllllunlnn nulnnlnnlnullmull!,II!Illlnh!n.IIIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111!IIIIIIIIIIIIIIIIIuI IIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIjl1!lIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111NIIjlllll �I X �• FISHER 13!H-2 VACUUM REGULATING VALVE 1/2' Va LINE W/6' OF POLY TUDING FOR MAINTENANCE— 7 „ HARRINGTON PLASTICS PVC DUAL BASKET 7 �Iu Y STRAINER ASSEMBLY WITH 40 ME¢H STAINLESS TO STEEL BASKETS vP”I $ w r VACUUM MAIN RISER y j SEE DETAIL D RELIEF VALVE 2' TO VP-I ti SET AT II' FtJrut� RPeP LocATlav ►•+g \\ \ '~-- VACUUM GAUGES WIT WRATER - 2' VTR PROVIDE NEW 2' MANIFOLD ® ( E iJ CONNECT �:H� I CW 4 HW TO EXISTING I - ,.J LINES IN MECI-:ANICAL �- -_-.- lap-y LJ / ROOM 3/4' ' 3/4' I I/2' TO \ � �1 J I ��3/4' - - VACUUM PUMPS, 9/4 9/4' I Rp5p COLLECTION TANK OPERATORIES ! I I \ LJ J I AND VACUUM PIPING I 1 1 1 ABOVE FLOOR REMOVE OHA'� i j DHAP OHAF' I OHAP Li ;____ DUPLEX , VALV9 T, ogH�P PIPING VACUUM MANIFOLD SCHEMATIC I p i /� 12--J I 1 STRAINEIRi �► - -- �- I --Jr _ /'1 SCALE: NONE - - -_ -- ' -J T-1n• PROVIDE 18XIOX& DEEP 2,�R I ,. _J ® , SUMP FOR FC-I AND �3 WAbTE I I/2' VP-I SEPARATOR ». �a -Va , 1/4 11/4 I I/4 I' + 1' , [ r`1 DISCHARGE TRAP V © a O 3/4 via OPEfATORY -,O OPERATOK I -t I I/4' 18ER PIPE TO 2' VACUUM PUMP MANIFOLD f ( ; I I 13/4' 3/4' i 3 j I ZI •Sl;. Y3Dt-tom,•- L© , 'U/4' O I _ i I I I 1 I~ti I �z G I I NEW GAb METER PVC PIPE CAPPED ON COTf4 I ,� J 3/4' Ve 3/4' I ,� OPL A I ORY -_ - OPERA ORY l OPE ORY I OPERATO Y O1 PERA RY LOCATION ENDS, BELOW GRADE ` wAm —KEEP FITTINGS AS ITTI THROUGH FOUNDATION --- -/--t �---/- f / �a_.=/- - I _ ./ __ _�"'� C t_-f- -t _ + . O © _� ~ C \ © FRpM CLOSE COUPLED t. }. WALL FOR ROUTING OF - .f-t--� -f-t O SYSTEM AS POSSIBLE LL FUTURE MED CW LINES I 4 O O I I/2' MAIN LINE r C ' G OHAP II/2 - _ - --�-- I"_1 �a„ El I 4 4 HORIZONTAL W IIIN IC 4AUAPACE I --- w ' r VAG4Ut�i_ f APING � O ELEC. L - _.________._ VACUUM MAIN RISER DETAIL B SCALE: NONE • � I \ P L 'A' ' , ��t O LOCKER OHAP -- _ --- `- ,_ ! STORAGE � I ' P L 'Al' � ax JAN. / EMERGtNCY X-RAY I I w 3/4' pENTIST'S WORK, AREA x TAFF WOMEN Q WOMEN OOPERATORY OILJ INSTRUMENT PREP � _—__. .._ _— • i � I � , 17- X-RAY �, --�=` I � I F� I ' X-RAY / MEN 7TAFF-MEN STAFF X I ;�� I / ��-� ; I --- , ,- -,- _ I_ _ C 7�TNCAL VACUUM BRANCH TAKE OFFS ONE OPERATORY 4 O 3' L;a9TE OSI NOTE: EXISTINd LINE HAS PROCESSING I I ORTHO A 22 FIXtURE'UNIr - ( �� LOAc'. YITH NEW t Q 4' wA�$t(`_J j `v;--- __ IJ NcRE�9Es�p� -1- '0E --.7-W4554—_--- 1 LABORATORY 11 ( 1 I i r.. I L 1 2E FIXTURE UN�S � ' 1Z' W RECORDS OFFICE SUPPORT AREA M © 3/4' 3/4' I i I I I �- • cc uj VP-I ON/OFF SWITCH \ 'I0. LOBBY 1 �� WAITING RECEPTION _ _.__ ��_� 1 I cc r > I n ORTHO •o C71 I l 1 �I OPE ATORY ( ` " -- - -- OFFICE MANAGER PROFESSIONAL DIRECTOR Drawn: MPK j._._.— Date: 12-22-93 II C --===tl '�`� -- J__ Plot: 12-22-W 5�4EET NOTES File: 3230SM2 OPROVIDE BALL VALVE AND FLEXIBLE CONNECTOR Re�•19ed: VESTIBULE OFFICE FOR PUMP SEAL WATER CONNECTION TO VACUUM PUMP VACUUM PUMPS, SEPARATOR AND SEPARATOR MAN;F-CLD PIP NG WILL BE SHIPPED AS AN ASSEMBLY. CONTROL PANEL TANK AND TANK SUPPORT WILL BE SHIPPED FOR FIELD ASSEMBLY. DIASSEM15LE SEPARATOR AND SEPARA'OR -- t1ANIFOLD PIPING TO INSTALL PLUMPS IN NEW MECH, ROOM. Sheet Title REASSEMBLE SEPARATOR/PIPING AND PINE SEPARATOR VACUUM 5Y"STEM DISCHAIQ'sE OVER FC-1. PROVIDE VACUUM SENSING REF'LACEPIENT- LINE FROM PUM°MANIFOLD TO PRESSURE SWITCHES ON CONTROL PANEL. PROVIDE VACUUM PIPING FROM PUMP MANIFOLD TO TANK AND BUILDING SYSTEM TO PUMP MANIFOLD. OPROVIDE 3' PVC PIPE UP THPOUGH ROOF FOR EXHAUST PRO FROM VACUUM UNIT, ELBOW DOWN TO 4' PIPE 24' Ff ABOVE ROOF. PROVIDE BIRDS,- CONNECTION PROVIDE FINAL ti�1GINE�9 SSiO CONNECTION TO EQUIPMENT. 1520% y OPROVIDE NEW Va CONNECTION TO MEDICAL GAS /_ , i° I'�� WALL BOX ADJACENT TO UTILITY WALL BOX. �KEGON FLOOR PLAN _ 12)CONNECTIONS REQUIRED AT TN;.3 LOCATION P. ' I I EXPIRES 06/30/95 Sheet Number ' ME2 7105 SW Hampton Street ^'1 ! ; JOk� NO: 93230$ 3 of 4 yq If this notice appears clearer 111111 the 3/4/97 document, the document is of marginal quality. INCH I!ADE�INCM101I I it►Il�i�l�l�l I I�I�I�IIi�l�i (Illlfl�ll►II I I�(�!�I(I�I�I I I�I�I�I�I�I�� I I�I�I�III�I�I I I�I�I�III�i�I I I�I�IIIIIIII►fl ► IIIIIIIIIIIII 11�111111111f 111111 IIIIIITI! uIIInIIInnInullnlllullnnllln nnlnn nnllnl nnllnl Inllnn nuhnllnnlnn Inllnu unhnihullnn nnlnnmulnlrinnlmm�ulnntnnhln ulllnll Inihnlllnllun uulllnitnlllnl Ilnlnn nnlulllnnhnlmnlnmm�lnlli ' �.�.. ` _ - 7 "t ..�� -j 5, .�• r ' �jC r�.� .• '.f .�r'{�.�'. � i'' w' 1 L�'!'.%.1�'Z'' �• •.+rt+ ,"P7�{'_V7.. ..,.. .' .. r _ F•' k Y.. mss ;• 8 6 5 4 3 2 4 RM9011S H 87,75 APPROX, >:oNI[ o[scR+PTKX1 oATE AIPOM u•p•�i 78.00 12 31 LIQUID SEAL A ORI wx 1-IN. (TYP.) 6 64,00 CONNECTION H 4 314 6.00 11 11 38.00 40,00 26.00 I IH I 21 6 t t 1 G ( II 19 FROM SYSTEM Q 6 It 32 17 J G I r 704 73,50 �9 r DILL OF MATERIAL 1 vU DISCHARGE KEY FIND ITEM SIXTEEN 3/4 DIA, 6 1-1111 1 I NO. Nor / t-iN NPT IMLE ~ + VENT - MOUNTIN� HOLES �'� 33 1. 001 VACUUM Plllp(AHNF 30) � t/2 NPT TO OPEN DRAIN 1-1/t t 2CA MOTOR 3 3 ZXC SILENCER WATER TRAP F (SEE NOTE 10.) 4. 2WC VALVE ANTI-SIPHON + 9 5 t t t s 27A VALVE DECK 6 2VE VALVE FLOW CONTROL, F �• "A VALVE SOLENOID a ° DRAIN FLOW DIAGRAM N' YC STRAINER M 9. 3AN VALVE ISOLATION 10. LFA PANEL, 11. 3AF VALVE BALL • 12. 2AD UNION DIELECTRIC I3 3EA SUB BASE A< - 80.00 11. XE BASE ti 15 211A COUPLING E 74,00 16. 2KA GUARD COUPLING 3.00 P. PJK GAUGE VACUUM 19 ID. 2"1 GAUGE GLASS E 19. 39C VALVE RELIEF o to 26A TANK VACUUM CONTROL 21. ZED SWITCH VACUUM 22. 120 TANK SUPPORT i Y OPTIONAL EQUIPMENT FURNISHED ONLY IF ORDERED NO. FIND ITEM 30,00 3Q ZOA SWITCH FLOW 31, 2AC SEAL WATER FLEX CONNECTION 3/A'X IVLG D 32, BAA INLET FLEX CONN, 2'X 1D'LG. 33. RAS DISCHARGE FLEX CONNECTION 3'X Ee-LG - D 21 NATES• -� 3-IN. NPT DISCHARGE 102'73 1. REFER TO ENGINEERING DATA SHEET FOR CERTIFICATION 8.30 - 1.00 E. INTERCONNECTING PIPING, FITTINGS AND WIRING 1ip 21.25 OF IMMEDIATE PACKAGE UNIT BY NASH ENGR. CO 76.00 17 �q 3. FOUNDATION BOLTS ARE NOT FURNIS►1ED. 1/2AVENT 7200 + 2 NPT INLET 4. DLMENSIOIS ARE IN INCHES. IS. PIPE THREADS ARE AMERICAN STANDARD. _I 60.00 65.58 G PIPING CONNECTION DIMENSIONS ARE APPROXIMATE. r ' I 3/4 NALIGD-- 7. FOR INSTALLATION AND OPERATION SEE INSTRUCTION 42,00 SEAL D BULLEIINS. 2 8. S13.IDLY GROUND UNIT.DO NOT USE PIPING SYSTEM FOR GROUND, 9. IN FLOW DIAGRAM, PIPING SHOWN IN DOTTED LIN" ^ND VALVES NOT LISTED IN BILI OF .. 2-IN, NPT TO 7 M' S ARE FURNISHED BY OTHERS. U U U OPEN DRAIN U K/,C4 I ?8.00 10. -CONNECT POINT FOR SHIPPING 14. 6 I B Q P NEKAGE UNIT, ASSEMBLE AT JOB SITE. A I � � 1 LP 12.00iL � Q ,L W d , U.75 J 3.50 4.00 W UI) ?2.00 6.50 1-IN, 1� I I6 is LIFTING + ! 18.00 13 10 APPROX. LUG 1.50 ------_ FOURTING 2 �--- 28.00 -� >�! 57.00 MOUNTING HOLES 60.00 - 8.50 32.00 37.00 I "cuwAO WaAM►RCO WTA+►.WOUMIM or TW MAIN CWAMY,NaM{K CT.OMN-N70,US► }dl q mum ON"1pµr HEA 11/9/93 R ENGINEERING COMPANY waf CUfT0lft1101 owlN LIE AMO II!'MOOUQ TML N'f>AYATIN CONTAamn MLTMII N ,,/ N"H NORWALK, CONN. 06P56-5130 A rA°dY"9 WA Or:.�u"Or MIN M1MT mA PRODIX7."D AMAIN.Ust -� 7"/► ; tam URVIS a M070- INSTALLATION w"' HEA l 7105 SW Hampton Street -6uoNNorAI MIS at 11 J OV5A TRIPLEX VAC. PKG. 0 4of4 D-1ac.AM- O11 ONCE-THRU ' 8 7 5 ± ,13 1+ .06 ±�50 ± .25 , e aziea 15-.1539 O A 1 rxtNONE SUPJ920 30 Mn 1-1 5 4 3 2 44-0310 1 If this notice appears clearer tllan the �/�/�` document, the document is of marginal quality. �l i!�!�!►�� t � �(►(�i��(�I� il�(�� i�►�� t ��l�� f��1��( � l��i�� (� � i��i��!'��7�� F ANON MADE 111 CHO ili!!� i�i�lunliiuhuil�liiluii�iiilhinli�uinn nnimi unlliiilnnhililnnlnii unlnninnlim uulun milini�nulnn�unlun�nnlniilunluii�nliliiiihnilini m�lliii �iiili�i� iuiln�i inilunlunlmili nli i ! i i nulnulniilnnlinilani�unlnnl A' r i r � • • n, g w I� i 11} !It r ma �t,� CITY OF TIGAHD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639 4171 Footing Rain Drain Cover/Service FINAL: ' ` MIA }1 917 ; Foundation Water Line Ceiling Plumb. "� - • 7 ��ypp•�i ��}`t "� " Post/beam Mech. Shear/Sheath Framing Mech. 5.4., , °F a,y r Plb Und/Flr/Slab Plbg.Top Out Insulation Elect. ^ ss:rt ' ,U 4 "��t1"' + �2r, g' hit sy M BId ti'Q 1�` `=q�t��,` Post/Beam Struct, Mech. Rough in Gyp. Bd. �, iJ 1t ,r V •� San. Sewer Gas Line Appr/Sdwlk Reins. # F; Other: 41 x��°t� �'gg ,{ Date: 5 94 - A.M. _—_P.M. _ _. Entry: Address: 4 � k Ste:_— MST: Tenant:�C �.'"<`�`�--- BUP: -_v/ f )firyy � /OC Conwn.�. PLM: 9a r r ,, /UI/�'/2%>N.ct�C/j .�.,�*-�•�' 3� �� ELC: 1 T!IE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: — v s0iE�`,J' �1taiYl�r.lti, 1 , L w ri 14y Inspector: - --- —---- Date: APPROVED _ _DISAPPROVED/CALL FOR REINSP. CF CO !Y,N�t�ryis��4��4x! J '�'r r «..,.-._ ..,. ...,...e«,e.«...�«.,....�.,.-.......,...�..... _.. ' f S. a - wX i .......... } 'W .� "� Itrt Via+ I'• 1 fit: �{" �'1i P r�•h� �� s� 2 J•i�x sfi,' L, k: r v IC' 1. a� "MOM Iz S s Y} INSPECTIOlt NOTICE City cf Tigardme Building Department 131-25 SW Ball Blvd. Tigard. Oregon 97223 Inspection Line (Rec-o-Phono): 63914175 Bueineas Phone: 39-4171 Inspection:_-- ----- • Plbg. Underslab Footing Mach. Rough- n nppr/Bdwlk Plbg. Top Out aas Line FINAL: Found. Poet/Beam St`uct. San. Sewer Framing -Aldg. a tion -Plumb. Poet/Beam Rech. Rein Drain Insu -Mach. P1bg. Undertloot Water lne OYP• Bd. - Mot, PM i ✓ AMDate :tequaatads L Addreae: 8u il.der s --- _ 'I THE FOLLOWINC, CORRCCTIOM9 PIPE =11IRR01�� , _� �, T - j A •�� Date: Inspector: APPROVED DISAPPROVED APPROVED SUBJECT TO AB6VE Call Por R n�p- i: I ' f, INSPECTION NOTICE � - city of Tigard Building D"rtmfmt 13125 SMI Ball Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-1)-Phone): 639-4175 Business Phone: 639-•4171 . Inspection: Footrig Plbg. Underslab=TopOut ? Mech. Rough-in Appr/Sdwlk Found. �Flbg. Gas Lina FINAL: Poet/Beam Struct. Ban. Sewer l+raming --Bldg. Poet/Deem Mech. Rain Drain Insulation -Plum. Plbg. Underfloor Water Lino Gyp. Bd. -Hoch. Date Requestedt / _ 7- —Time sw��AM _PH Address e �/0`5 /L N.y7 3 fr. Pdroit,, 911 ��f> Buildart�` '� ✓7 /L �!CG J 17 d56 TNM FOLLOWING CORRECTIONS ARE REQUIRED: t f F Inspectors �— — Dates / APPROVED DISAPPROVRD APPROVRD SUBJECT TO ABOVE —_Call For Reinap. r o�, '*h i4"I C INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Orogon 97223 Inupection Line (Rec-O-Phone): 639-4175 euainess Phone: 639-4171 Inapection:_ Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing.,' -Hldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. Date Requested: Timet Am/�1, PM Arldreae: � -�y Z t /7 70 �7 `✓/ r Petmit"fi 2�'- C/C/lel Builder:—_, - 45 — TEE FOLLOWING CDRRECT'ONS ARE REQUIRED! •�--� r i Inspector:--__ -- - Dates Z �• - — — `APPROVED `_ DISAPr^nVED APPROVED SUBJECT TO ABOVE __TCall For Reinsp. i .10 Yf 'A IK@PECTTON NOTTC�F City of Tigard Building DapPrtment 13125 BM Fall Blvd. Tigard, Oregon 9722 Trepoction Lina (Rec-o-Phono)t 639-4175 Business Pho 639-4171 M1 6 Inspections p�tiw3 5v61 l( j' Footing Plbg. Underalab Hoch. Rough-in Appr/Sdwlk found. Pl.bg. Top O� Can Line PIN71Ls Poet/Beam St'. t. Ban. Sewer framing -Bldg. lost/Beam Hach. Rain Drain Insulation -Plumb. 1,1bg. Underfloor Nater Lino Gyp. Bd. kHoch. Date RwNestodcTie�esl�"} -AM _ PM Addresas U V Y L X�t is q(4E Builder: `7 Cl TRE FOLLOWING CORRECTIONS ARK REQUIRED' s Inspectors Dates // p / � 4 —V APPfN MD � DISAPPROVED y_ "PROVED SUBJECT TO ABOVE / Call For Rainap. v R 10, t .q1 ,wMHd�"r•CclW.'M,''�+r1�H'.. .a+hm, , .. ,,... ..... .... -,. �. �' INSPECTION P'OTIC City of Tigard Building Dopartment 13125 BW Hall. Blvd. Tigard, Oregon 97223 Inspectis'n Line (Rec-O-Phone): 639-41755r Business Phone: 639-417. Inspection: Footing Plbq. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Strurt. San. Sewer Fram:.ng -Bldg. Poet/Ream Mech. Rain Drain Insulation -Plumb. i Plbg. Underfloor Water Line Gyp. Bd. -Mech. Date Requesteds l �_I` LO 1 �TLset PM Address: � I ` Permit it p`"•►�/�' `�� I Builder: Z;1�o L052- _ T11E FOLLOWING CORRECTION$ ARE REQUIRED: -- i L Inspector• _ F — Dates��/ APPROVED DISAPPROVED APPROVED 89r-T TO ABOVE Call For Reinep. i l i �k k ' MAIN LNSTC:'ION NOTICE city of Tigard Building Department 13125 611 Hall Blvd. Tigard, Oreg-c: 97223 Inepectio Line (Rer-O-Phone): 639-4175 Business Phone: 619-4171 Inspoction:,_� Foot Plby. Underslab Mech. Rough-in Appr/Sdwlk / Plbg. Top Out Gas Lino FINAL- Post/Beam Struct. San. Sewec Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. Date Requested: --Times PM i��rR Addrees•_1I oc5 wLI„� --_ _ Permit isf, Builder:_ THE FOLLOWING CORRECTIONS ARE REQUIRF.CI: i f i I inspector�:_/' _--�_ _ Date: !i" — APPROVED — DISAPPROVED --- APPROV�'D S;IBJECT Tb ABOVE _ Call For Reinsp. i MOW i — S ECT ON NOTICE / MSM-- --._ // Cit? of Tigard Huildia f D,�nzr+�zt 13125 SB Ball Blvd. Tigard, Oregon x722 �i� Inspection Line (Roc-O►-Phone): 539-4175 Business Phone: 639-4171 Inspections Footing Plbg. Unde:slab Rech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINAL: t Post/Aeau strnct. San. dower Framing --Bldg. Post/Beam Hoch. Rain Drain Inual.ati-3n _Ply. Plbg. Underfloor TWater Line Gyp. Rd. -Hoch. Date Racr:est&Jf �� _TifMf AM r PM 1An /-�/..y7�, { ) Addresst �li�t� � .✓,I-�\t Permit Builder: THE FOLLOWING CORRECTIONS ARC REQUIRED: I Inspector -- -�- —� 3 ,e ---"PROVED DISAPPROVED APPROVED SUBJECT TO ABOVE --Call Mor Reinep. i J INSPECTION NOTICE City of Tigard Bailding Departaent 13125 SN hall Blvd. Tigard. Oregon 97223 • Inspection Line (fiec-O-rhone): 639-41.75 Business Phone: 639-4171 rr plbg. Underalab Mech. Rough-in Appr/sdwlk • Footing �------•. Found. Plbg. Top Out Can Line \1 FINAL: Post/Beam Strvct. San. Sewer Framing -Bldg. Poet/Bean, Mech. Rain Drain Insulation -Plumb. Flbq- Underfloor water Dine Gyp_ Bd. -Meeh. I 1 y T l.me: AM PN Date Regucst:ed: f Address: �)r� r � Ulm Permit 1 e� � Builder: TlDS FOLLOWING CORRECTIONS ARE REQUIRED: _ J `a --.-' Date- inspector: ---- 1 `f APPROVED i-- DISAPPROV?D APFROViD 3UBTECT TO AFiUVL J ——Call For Reinnp. i MECHANICAL CITY OF TIGARD PERMIT COMMUNITY DEVELOPMENT' I)EP I RTMFNT PERMIT #. . . . . . . : MEC94-0061 131.?S:M H;,11 Blvd.Tigard,Oregoi. gi2n*8114'111j.1-649!071 DATE ISSUED: 02/25/94 PARCEL: 2S101AC-01300 SITE ADDRESS. . . : 07105 SW HAMPTON ST SUEDIVISION. . . . : BEVELAND NO. 2 ZONING: C—V' BLOCV.. . . . . . . . . . : LOT. . . . . . . . . . . . . : 18 ------------ CLASS OF WORK. . :ALT FLOOR FURN. . . . EVAP COOLERS: TYr-'E OF USE. . . . :COM UNIT HEATERS. . - VENT FANS. . . : OCCUPANCY GRF-1--BE VENTS W/O ADPL.: VENT SYSTEMS: STORIES. . . . . . . . : BOILERS/COMPRESSORS HOODS. . . . . . . : FUEL TYPES------------- 0-3 HP. . . . : DOM:S. INCIN: : /(3f4S/ 3-15 HP. . . . : COMML.. INCIN. MAX INPUT: BTU 15-30 HIP. . . . : ?EPA IR UNITS: FIRE DAMPERS?— : 30-50 HP. . . . . WOODSTOVES. . : GAS PRESSURE. . . 50+ HP. . . . : CLO DRYERS. . : NO. OF UNI AIR HANDLING UNITS OTHER UNITS. : FURN ( 100K BTU: 10000 cfm: GAS OUTLETS. .- 1 TURN ) =100K BTU! 10000 cfmg Remar-ks : MOVE GAS METER APPROXIMATELY 361 OF NEW GAS LINE Owner,: y EKAISERPEPMANENTEtype aMOlAnF bdate t-eept `701 NW VAUGHN STE. 300 PRMT $ 25. 00 JH 02/25/94 PORTLAND OR 97201 5VICT $ 1. 25 JH 02/23/94 Phone #: 'ZLI-4686 Carlt,e-actol-' DEAN WARREN PLI)MBING 3111 BE 13TH PORTLAND OR 97202 ------- Phone #: 236 -4152, 26. 25 TOTAL Reg #. . - 00172 REQUfRF7) INSPECTIONS This permit is issued suh)pct to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection tl applicable laws. All work will be done in accordance with approved plans, this permit will expire if work is not started within 180 days of issuance, or if work is so,spended for more than 188 days. --- permittee 5iqnati-o-e - s t-ted By Call fov- inspection 639-4175 ,r., ' ... �Y�U➢ardrrFik•;.•n......,.....,.r...,ir,. -.. .,n,r.M..r•."u.M'*M1+;:'�.7�.6��$'!'�.",49w,Nd4f'1�Ak^S1+eW4...%an:ie..a.,."...,.....,.....,..............".>,rrt•ee•ue.aaw.,.-w�.w................. ..w�. Cite of Tigard MEC: 'AN I CAL PERMIT Plarck/Rec. # - 13125 SW ;-tall Blvd. APPLICATION Permit # _ Tigard, OR-97223 15031 639-4171 escnphon -- — - ija ,j TA LTable 3A Mechanical Code OTY PRICE AMT "N ~ Job 7't� i 1) Permit Foe -0- -0- 10.00 Address -' �- - 2) Supplemental Permit 3.00 --- .. ,.. ) Furjace to 100,0010 BITT • 1) incl.ducts F vents 6.00 ». — - Furnace 100,000 BTU — Owner 21 incl.ducts 3 vents -- 7.50 ' Floor Fumance —A— 3) incl vent 6.00 •'"' n^'"' spar e�dFieaier,wall heater A 4) or Poor r)ounted heater 6.00 OCCU and ... —Tent v inc-1 n i P "� ,l U t ' -�.�+ °✓ r1 C +'•f 5) appliance permit 3.00 -Repair o heating.reing:-- - - -- 6) cooling,absorption unit 6.00 t3oder or mea pumT�p,air cond.61) — 11-j w - -' 7) to 3 HP absorp unit to 100K BTU 6.00 '•' s --95iler or comp,Piea,pump, air cord. l �, , �" 8 3-15 HP absor unit to 500K BTU 11.00 Contractor �t�� `�� `� �� "��-�+� ) p --- -- - boiler or comp,F-'at pump,air con . lc' a(''�- 1• t- O 9) 15.30 HP absorp unit.5 1 mil BTU 15.00 1 12)13 ttr„I boiler or comp,heat pump,air co 10) 3050 HP absorp unit 1-1.75 mil BTU 22.50 hereby a_5T5`w_14jenal f av—e read is ap icat}on, ilF aFU e' - i er or comp,-Fleaatpump,air co t infor.na'ion given is cored,that I am the owner or authorized agent 11) >50 HP abs.wp unit 1.75 mil BTU 31.50 s of the owner,that plans submitted are in eompli"nce with State it an urg unit to -- -- - -- t laws,that 1 am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number,liven is correct. (If exempt from State registration, __A r--N-_Wi�u_rvT - - ploaaE.give reas')n below.) 13) 10,000 CTM+ 7.50 floe prx �--- - 14) evaporate coder - -4.50 - Vent Ian connected 15) to a single dud 3.00 -- -- - i en aeon system not 16) included in appliance permit 4.50 Hood served by 17) mechanical exhaust 4.50 scn w -n-ew--0 additwnU alteration repair mwrcia or rn stn_to be done residential p non-residential 18) type incinerator 30.00 xrssing use off-- / re.,w soot stove,v• err t; --- building or property �_)L.A�,�, .k 4. o ice„ ) heater,solar,clothes dryers,etc. 4.50 Proposed use of 20) Gas piping one to four outlets 2.00 building or property <-&X.,,PV f &j^ L- _ Type of fuel •oil Q 21) More than 4-par outlet natural gas� LPG n elactric Q — - - Minimum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION — --- AUTHORIZED IS NOT COMMENCFD WITHIN 180 DAYS,OR 5%FURCHA.RGE IF CONSTRUCTION OR WORK IS SUSPENDED OR --- — ABANDONED FOR A°ERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMMENCED. — -------. JA TOTAL �y S Special Conditions —----- -- Date issued by raVrl-,HfVT C141q• I i + gyp , F • 44 r r :A { CITY OF 1 11"411;I1 14 I11f-'1 111 1' laYr+►rN`f FtL.C.:r;11') tu•C:)„ t94. k'49,-3'86 CHF.UV, k40UN1 a ;.Er• ;`'5 AME= r WARREN, DEAN C;A4 M AMUI..IN E' ENURE ►� a P- IYME:N r' 144 T(-: a SUB I V l S 1[lh) 'IERP USES' OF POYMEM' (4MC)UN F T'A.T.E) PURPOSE 111 ' f'A'r'ME'-.N f OM001\1 f- PA U.) T. BUILT) PER =r (AISFR PF:RME.:.NAN•)'F r1@5 SW HAMtw 11IN F-)MuHN•T PAID 77 �y a i ILDING PNIT CITY OF TIGARD PERMIT #. . . . . . . : BU F94-0014 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 01/31.'94 13125 SW H®II Blvd.1 jsrd,Oregon 97223.8199 15Cw)L$8p,gjT1 �i PARCEL.: 2'S 101 AC--01300 11 E ADDRESS. . . : 07105 SW HAMPTON ST I '_ _OFI�V I S I ON. . . . . BE.VEt_ANPOY0. __ . w . + w . ' . . : 18 ZONING: C -F' II ------------- REISSUE: FLOOR AREAS--- - ----- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :ADD FIRST. . . . : 110 sf N: 1HR S: E: W: FYPE OF' USL. . . :COM SECOND. . . : sf PROTECT l Y'F'E, OF CONST'. .-5N THIRD. . . . : sf N:N S: E: W: OCCUPANCY GRP. :B2 'TOTAL-------: 110 sf ROOF CONST:A FIRE RE.T? :Y OCCUPANCY LOAD: BASEMENT. : sf AREA SEP. RATED: ST 11T. : ft GARAGE. . . : Zf OCCU SEP. RATED: � BSMT? : MEZZ.? : REOD SETBACKS------------- REQU1 FLOOR LOAD. . . . : Psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET. . : DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM: HNDICF ACC:Y BEDRMS: BATHS: IMF, SURFACE: PRO CORR: PARKING: VALUE. $ : 8500 l Remarl Kaiser- addition to existing mechanical room, Owner-; -____._.___.__.__...__.__._.__._. _..__..___.. _.__..___._......_.___......____-._______---.-----____-- FEES KAISER PERMANENTE type amor.rnt by date recpt x_701 NW VAUGHN STE. 300 F'RMT $ 74. 50 01/10/94 94-247493 PLCK $ 48. 43 - 01/1'A/94 94-247493 PORTLAND OR 97201 SPCT $ 3. 73 - 01 /1.0/94 )4-247493 Phone #: '721-4666 'E Contract or: — -- ------�______._------- ----_ BROCKAMP R JAEGER, INC. 1.5796 S. BOARDWALK ' OREGON CITY OR 97045 ----------- ---.____..-----____.___---•____-- PI)one #: 655-9151 $ 126. 6b TOTAL R,sg it. . 00030 ------- REQUIRED I NSP+=CT I ON'S ------- This permit is issued subject to the regulations coi,..ained it th? Foot/Found Insp Tigard Muniripal Code, State of Ore. Specialty Codes and all other Slab 1nsp applicable laws. All work will be done in accordance with Framing Insp approved plans. This permit will expire if wor4 is not st 3rted I n s Lt l at i o n Insp within 188 days of issuance, or if work is suspended for more Gyp Board Insp _ than 181? days. S+..rsp Ceiing Insp � Final Inspection Permittee Signattore : l s s i-red B y Call for inspection - 639••-4175 a EL I I , k Commercial Buildin Permit Application City of i igard 1 125 SW Hall Blvd. Tigard, OR 9723 (503) 639-4171 Jobsite Address: � f b'V M i.` //( Office Use On 3> ' Tenant: Sulte# Planck/Rec Valuatlon: C7r-> _ t Owner: Address: ? L `JVI ilk � Approvals Requl ed I Planning Phone. �2�.��17b Engineering ��-� �'► . < Other 2. Contractor: I i Address: i I i Type of const: Occupancy class: — Phone: Sprinklered? Yes Nd Contractor's license # (attach copy of current Oregon license) Sq. ft. aS project: Story (t st, 2nd, etc.) �'s "'• r Architect/Engineer:��_r. }�17? Pr;,;osed use: ICr'kL rte. Address: /G !i;1n! '« li o t A ��w� 1?b Note: Plumbing & mechanical plans ' must be submitted at time of building permit application. s Phone: A4 F CUNAMENTS: M ��IJI C Ih1- _ Ar-70I i010 . /4)PIlcane Signature 9 Phdne number Received by: �- Date Received: I i Permit # Account Descript on Amount Amt. Pd. Bal. Due � I l 5L E Bldg. Permit (BUILD) Plumb. Permit (PLUMB) _ Mech. Permit (MECH) State Tax (TAX) Bldg: _ Plumb: i I Mech: E Gyp Plan Check (PLANCK) Bldg: _ Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storni Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Trr;;nsit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Ouai City (WOUANT) Fire (FIRE) -- TOTALS: .� �_ _J4— k II r � f 1 L,1 i Y OF f+F11.6 F�r.fa, i I 1't l'AvMI r�j I Intl 1 .I 11-11 V41 i. x,11 - x.-'47493 I1 Hla:►t F1M(.►1JIV 1 I ?f.. Fhf+ NAME 1 tALros 0 PC) slix f %'4F_' I-'F-IYMI:NT I)N I I. r N1 i .10/44 LAKK i :�ulaulul,�:rI.JN ,�+ JUkf'OS.1= OF r-*'AYMF.N T' (MOI IN i PA 11.i PURPOSE. [IV PAYMF'N] APICIIJN I VO I D r 1U i 1-DING F-'FF RM 74. 50 [''I_.AN CHI-:CA FF 48. 43 I T. BUILD PER 3. TA I ; WSFR PERMANF-NTr= 105' SW HAMP 1 ON HT 6 t. OTAL. AMCKIN I PAID _. .. _.� ir�4,. Af, r� t k`. CI1Y CSF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839.4171 PLUMBING PERMIT' PERMIT #. . . . . . . : PLML)40012 6.39--4171 DATE ISSUED: 01/28/94 PARCEL: `:'SJ.01AC•-01300 SITE ADDRF''11-3. . . : 07105 SW HAMPTON ST SUBDIVISION. . . . . BLVE1_AND NO. :' ZONING: C-P BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . : 18 CLASS OF WORK. . :ADD GARBAGE DISPOSALS. . : MOBILE HOME_ SPACES. 40 IYPE OF' USE . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . : 1 OCCUPANCY GRP. :BE FLOOR DRAINS. . . . . . . :2 TRAPS. . . . . . . . . . . . . . . S'TORIES. . . . . . . . : WATER HEAT'ERS. . . . . . : 1 CATCH BASINS. . . . . . . : � LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . : 1 URINALF GREASE TRAPS. . . . . . . . LAVATORIES. . . . . : OTHER F: .'TURES. . . . . : TUB/SHOWE:RS. . . . SEWER LINE (ft ) . . . . : WATER CLOSETS. . : WATER LINE DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . : 1 i Remarks: Kaiser-- .addition to existing mechanical room. Owner: -------------------------------------------------------- FEES --- -----_---- KAISER PERMANENIL type amount by date recpt i1 1-.701 NW VAUGHN S'fE. 300 PRMT $ 37. 50 JH 01/28/94 - PL_CK $ 9. 3B JIA 01/28/94 - PORTLAND OR 97201 5PCT $ 1 . 88 JH 01/28/94 i Phone #: 721--4686 Contractor. _ - --- - - - DEAN WARREN PLUMB I Nt 3111 SE 13TH PORTLAND OR 97LO Phone #: 236 -41.5L" f 48. 76 TOTAL. Req #. . : 001 Tc __.-_-_-- REQUIRED INSPECTIONS -- --- E This permit is issued subject to the regulations contained in the R ol..rg h-i n I n s p Tigard Municipal Code, State of Ore. Specialty Codes and all other Top-oi_rt I n s p s - ;pplicable laws. All work will be done in accordance with Misc. Inspection I unproved plans. This permit will expire if work is not started RP/Backflow Pr iry _ �- w.thin 180 days of issuance, or if work is suspended for more Final Inspection that 180 days. Permittee Sior at,-ire: I s s i-red By: (_aII for inspect ion -- 639-4175 II .xfnd:.rMN.4 • City of Tigard PLUMBING PERMIT Planck/Rec. # 13125 sw Bail Blvd. APPLICATION Permit # f Tigard, OR 97223 i (503) 639-4171 J _s Description ORS 814.21-,10 OTY PHIC[�AMT .lOb 1".r, S'i!✓ m n. ��. FIXTURES Address 7.50 I 0 tgl-ava"-y .5oor u ower .om ower Only 7.50 ate(ClosetOwner d N U'l V( �i �. . ' snwasl,er — 750 �— iGarbage uspos Washing Machine 7.50 i �-- '^' -loot Drain 7.50 1St'�/ at( eater .50 •a Laundry"' m ray Occupant _ urinal — 7.50 7.50 7.50 7.50 Contractor MISCELLANEOUS T Sr,wer 1st 100' 30.00 —,p—rw. ---- --- ... ..«"- sewrif-ea.Amt_ .00 15.00 Water Service 1 st 100' 20.00 hereby a ,t that r92(hissapp—t%t�e— Water Service ea-Ad&t.200' 15.00 Information g'ven is coned,that I am dw owner or authorized agent of the owner.tfwt plans submitted are in compliance with State laws,that 1 Storm 8 Rain Drain 1st 100' 30.00 am registered with dw Con-stnictiori Contractor's Board,(fiat the numbor Storm R Rain Drain Addrt. 100' 15.00 given is correct 'If exempt from State registration,please give reason below.) Mobile Home Space 25.00 Back Flow Prevgntien -- _ Device or Anti-Pollution Devic a y Trap or Waste MR-- C onnected of(',onnrx,~ted to a Fxture 7,M SO Devcn—bo work new 0 a ;txxr� alteration repak Catch Basin td,be done residential p non-residential ej 40.0 Insp.of Exist-Plumbing par hr } 40.00 SpedExis6 of '�y Regt>Fas(ed Inspec5onr s per h n9 rise am Wain,single family building or propwtY dwelling 15.0''. Resdential—baddlaW prevention Prorosed use of , devioas 15.00 bul'daag or property / -( cept residon6al bacidlow prevention device..' NOTICE 'Minimum Fee$25.00 SUBTOTAL ` / 0 PERI IrM BECOME VOID IF WORK OR CONSTRUCTION 5%SURCHARGE AU rW)R12ED IS NOT COMMENCED"THIN 180 DAYS,OR IF CONS73UCTION OR WORK IS SUSPENDED OR A13MOONED FOR A P7RIOD OF 180 DAYS AT ANY TIME AFTER WORK IS PLAN REVIEW 25%OF SUBTOTAL COMMENCED. -- — 17� TOTAL Special Cortdtions_ --- ---------------------------- --- C1 tri is,rx±d---------- � k k" a � ;r C 11'Y OF 1-10ANU - RVC1 E I PJ OF' PAYMF-N I RE(-'F.I N TN1.J. 09 4—i;-4819:2 ,10ME a WARREN, DEAN CHECK AMt:JUN•T t 48. 76 CASH t7M0lJN•T t W, 00 aCTIaHF.:>iF+ t PAYMEN1 DATE:. a 01/;-'H/y1F SUBDIVISION .Jf7T}(IS OF PAYMENT AMOUNT PAID PURPOSE OF PAYMEN C AMU IN T' VAI U '1_LMB I NH PERM 37. 50 ST. 141AILD YVIFR t. 138 'I.-AN CHECK PV, 9. 38 ,(419FFR PERM ANE.N T E rt 105 HW HAMPTON d O T AL_ 14MOLINI PA I C, 48. /6 o_ e. 1 r TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Boy.4755 • Beaverton, OR 97076 , (503) 526-2469• FAX 526-2538 January 24, 1994 Greenstreet Architects 15055 S.W. Sequoia Pkwy. , #170 Portland, Oregon 97224 , Re: Kaiser Permanente 7105 S.W. Hampton 609OB-116--000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and thosa sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other to-al ordinances and regulations . F Plans received for the above noted project have been reviewed and are conditionally approved, subject to the following items: • i If Nitrous Oxide Gas is being extended or added, the installaLion shall comply with Uniform Fire Code. Piping shal' be tested in accordance with the Uniform Fire Code. A member of this office shall witness said testing. If .1 can be of any further assistance to you, please feel free :o cont me at 526-2502 . Sincerely, Gena Birchill, DFM Plans Examiner- GB:kw cc: City of Tigard Building Department ►.-""' " orklnt Smoke Detectors Save Lives t' t. t fii to r TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 RECD • October 29, 1993 �v 1)t fi in,i ATiN NOV 2 1993 Theodore Lundy MAYOR_..—COUptCIL.._..p:)I.I CC—ADM..�.. 1935 S.W. Wellington Avenue FiNAP7rr_ _pfArcrta .i L11;=-- �....f>;•ri"ti;cr.;r..f: Citr� Portland, Oregon 97"125-9715 ASSTADM��pHapY._...tt.��iv,---U°'•`H Re: Kaiser Dental Clinic 7105 S.W. Hampton Street 609OB-116-000 Dear. Mr. Lundy: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Un.iform Fire Code (UFC) and those sections of the Uniform Building Cade (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. ` This nevi,�w covers the tenant modification to the above noted occupancy. The plans as submitted are approved for construction . Approval of submitted plans is not an approval of omissions or oversights by this office or of non- c-)mpl :ance with any applicable regulations of local government . If you desire a conference regarding this plan review ' or if you have questions, please feel freo to contact me at (503) 526-2469. i Sincerely, Bradley N J Wanamaker Deputy Fire Marshal BPJW:kw cc: City of TuaI)Rtin Building Department Anderson C&st.ruction Co., .Inc. 1 "Working"Smoke Detector; Save Lives INSPECTION NOTICE City of Tigard Building Department 13125 S>1 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-43-Phone)t 639-4175 Business Phone: 639-4171 Inspection: rooting Plbg. Underslab Koch. Rough-in App=/8tlwlk w round. Plbg. Top Out Cas Line 12NkT.t"l Post/Beam Struct. ban. Sower Framing w Post/Beam Koch. Rain Drain Insulation -Plumb. Plbg. Underfloor water Line Gyp. Bd. -Koch. Date Roquemtedt � i I I ' Time: ----AN PK _ Addreeet (�7 A, UY1 Permit Builders, TRE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_ — J -_ Datet APPROVED DISAPPROVED APPRrMp SCB.TRCT TO ABOVE Call For Reinsp. I I 1 I INSPECTIO(1 NOTICE City of Tigard Building Deperbsent 13125 S% Hall Blvd. Tigard. Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Business Phone: 639-4171 1 Inspection:_ , Tooting Plbg. ,ynderslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line lINALt Post/Beam Struct. Ban. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbq. Underfloor Mater Line Gyp. Bd. -Hoch. ais Data Requested: 7 —Timet AM PN Address: J/GS,:r Permit tt ��2G 4 Builder: -- THE FOLLOWING OORRECTIONS ARE REQOIREDt I Inspectors Z7 ,— Dates!JJ 4� z v APPROVED v DISAPPROVED _i APPROVED SUBJECT TO ABOVE Call For Reinap. f F � 1 ! CITY OrTI BAR® 1�lJIt...Ui1�lt7 l- E_r.I�i1T COMMUNITY DEVELOPMENT DEPARTMENT ;.:'_ r?r+t I C . . » : 13126 SW Mall Blvd.Tigard,Oregon 97223.6199 (603)636-4171 :'I{'> ISSUED: 09/23/93 (J391- 4. 2's 10 ZONING: (.:--P n- EXTERIOR WH1,_i.. (,+ONS•{'t'fi ur.14UN) ' rjr UL E.» . . :C I.m r.';ECONID. . » S f PROTECT !_`lPEN I NGS?- _...._..._... INCY ck; E\,, .i U1 tit.. - � �� S-? rte DY— C0N r: FIRE IIIA r 44NCY L..t1OD: t:�0:41SLME'N r, AREA SEP. RATED: s ,.! 1'1 » f t: (.iri►if=',:�E" i" l')t 1 U L f .p''. RWED; L 7. RL' 1) t,T BA(: I4t:WIRE .l�.._,._.._•..._._.. _ _. ._ . .. p',f L.,1 F�T r f t RGr1T : t (: ; R 'IS); V\t_t SMUK 1.)ET. . r ;1"t_LING UNITS: FRNT : f't FEAR: ft FIR ALRM: FINJ'I.CP AC;C:Y i;�lr PWI) C:OM4, PAr�KING � kEis: :iemodel of t'xtec^xQr I-ianfJxcauper-° i,ainp ano located at the. t,'A .1 :,,- er,. ... ._ .._.... .. _._. . .._.,,.. ....._ .._.....-._.._._.._ _. . _.__..»....___. __-___._..._.._....__ _ _Eta ...._....._._ . . _.._ .____. WE:t?Mf•1NI-NI'f CY;7V zilnQurlL L7y date r ecpI ;'01 NW VOUGMN 8*7'E:. 31,10 PRMT 'E 44. 50 09 17/93 92--Z44306 i 'L_C:i'. s �H. - 4 ''3/1'//''3 9.3-•• _'44•s"446 C R L_ANU LIR r)�i tz►i :5P i, S 0`3/1'7/93 93-.'L,:t4 300 'ICY! INly Ili, urrr #: 283",6712 4 r » 66 (JTAi_. REP.Jr(411) INSPECTIONS _._.._._._._._ perllit is istaedl subject to th► reyulatians cCn`caired :n the C1at1 it 'p ..... ___.._..._...__.__. __ r ! :lard 4unicipal Code, State of DP°e, 50ecia7' ty Cedes and all ether 'Misc. int,perct; i ar) ,:pli.cabie lows. All work will be done it accordance Witt. Final Inspect.ido .:•droded pians. This permit will expire if work is Prot started thin 18t days of issuance, or if worn is suspe*ided fte fore ..an 100 days. tz C,�i1 3 f'or IT?spect i on 639- 4 17 55 Ira ' ..v y"«e:air�*t�GaSar!�+�.``.8N'rc... ,. r^YW,'D^.•E"I r aa.ru.°.,v.y,�,*..t}q?'r":Mr. ...tr.,. „� a - a5' 13125 SW Hall Blvd. PLNCK/RECTCx� OF z IGARD COMMUNITY DEVELOPMENT DEPARTMENT • igad,Clir o9ruJ PERMIT b (�v (503)63s+171 DATE ISSUED itsr I; JOB ADDRESS: � _.��Lp--paya � __ TAX MAP/LOT v�-s l el 4G i DO SUB: &Vr_Lsn 140, Z _ LOT: I Iq _ LAND USE: ** APPROVED TO ISSUE j VALUATION: —,��Z c:= •..=�«" — OWNER SPECIAL NOTES NAML: _�;,'�ISERPM�41.iEf,1 , T __ REISSUE OF: _ ADDRESS: 7U1 N.w, VAut4i4"_; SurTL 3W LAST REISSUE: FLOOD PLAIN/ PHONE: `__72.1 4-(28C& SENSITIVE LAND: _ CONTRACTOR APPROVALS REQUIRED_ NAME: A3lDE,z5cw,s- iQQ9fV_uCZT1n6► 0D. , WC._, PLANNING: ADDRESS: ��_IZ, N . G tz C�r� � ENGINEERING: FIRE DEPT: PHONE: 2633=(p7l 2 OTHER: CONTR. BOARD #: �_��5EXP DATE: IZ-Z9.3 ITEMS RE"QIJ I REO SUBCONTRACTORS:. PLUMB: _ ,g _^ _ LIST/SUBCONTRACTORS: MECH: g BUS TAX: ARCI NGINEER CALCULATIONS: NAME: ► 002, LuNpy_ _ TRUSS DETAILS: ADDRESS: _ 1935 S,)6l, 1n1��i�.�4;To AYE OTHER: _ PHONE: ra44- - +67`}• . PROPOSED BLDG. USE: T __c ,T► COMMENTS: on r.�. og,c� _ ri �_ g n L�►�D 1 i.l c.. �Dl'�3�EQ_A'�_•$s)�l nlwl�___ F�rrtz.�._1.1GF 1 _ _� ____.`—_ APPLICANT NAT110F Received By: - - _ Date Received: �J 3 s bumt 1 r• PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT P0. BAt. DUE L3 10-432 00 Building Permit Fees ` l��J _ 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees _ I0-230 01 State Building Tax (5%) -� p Building Plumbing _ • Mechanical 10-433 00 Plans Check Fee Building Plumbing Me:.hanical 10-230 06 Fire 30-202 00 Sewer Connection 30-444 00 Sewc!r Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees _ 25-448-03 Office TIF Fees 25-448-01. Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Oev Charge (PUC) 31-450 00 Storm Drainage Syst Oev Chrg (SSDC) 24-445-01 Water Quality (Fee in lieu of) f 24-445-02 Water Quantity (Fee in lieu of) TOTAL nm/3587P.WF'F I I i 1' i I I• CITY Of T I GARD — RUCE I PT OF F-"AYMENT RECr I PT NO. e 9 i_244+0A CHECK AMOUNT : 75. 6E) NAME a ANDERSEN CONSTRUCTION CA$IH AMOUNT 0. 00 4 ADDRESS s PAYMENT DATE: 09/17/93 SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID PURPOSE. Or. PAYMENT AMOUNT PA 1 D �BIJII_DlNO RE RM.__..__.__ 44. 50 PLAN CHECK FFi__-_.__...__. 2'8. 9:3 cT. AUILD PF-.-9 2. 23 i i f I 7501. SW Hf1Mr-"T(IIJ .r i 1 T('.)I AL.. AMOUNT PA T D 75. 66 i �t k 14 V f 1—�V�.. • WS MTMK. . t 12 f A-W r � ECTIImicED CONC 1'E Nm s PLOW Cliff 5 OR} FMC"T E)E TWO 60M c4NCPWM BUMP M. PLAN AU.CW P1 CF USARD Al WA6WMTCNWAND AAO < •r.: .; !*ACTED HANDICAP •blrfrbOl. - T�pIGAL cJ . r I SSW (W-W AT VAN 41 -- HAND fCAF,'P-ARKlWa Vw.aw�, Y r h •��: � "7v. r. /i. •'':.• ti n.l;'•`�j,';7_. f•','•C .'f�p r �_ t `j. ti .r (� - i f, ' � F.� �'�• ``�r�•' �1� �"1�.�! 't��. } �rl�'.a� '� ( •� i� ,q aCj� � � �•i. 1 ,�tJ • to �•��4� rt7 � .�'�`:'i1• .+f�t i ,J*� j 7i•i1�V l �` ..� i. )`yYlo I�G t MW '' tjrR�" rpid 'A"ry"y, At V!9W$C. L OV :y' a' FOR�R�4tL 1 ° 0 0 0 o nuc o `•,.). S ( 9Joo 0 ° 0 0 o n c o v o n o. o f wk $ C 0N.CR.ETE STEPS AT SLAB T 3(d lrjux 114' • r-W• A � .—IL1dIT$`I'6AWpiG.4P 61'NE�OL (NM�b11XA•1"RD 4 DMV .�- c1 orf!,.•+V• .a. ALU �`iVR 4& GKMW 1YRfC,Ar„ CH loffjLe" ��D1A A�1DU6 T""C•AL E 2'X 2*X`P/4IRV,6T1_TwE a .' #ppm j'°r'1�'1 C �';i" •. .� � '. �` T - '. . ;'�6Y'J��4�S11F!'.t.loO12�71'E•Ap bACM AICA XA Py. . / - .' .jy c •i�• �yt V r a '! r .. - � .�. :'� �i�t.. ••t •71r<. -� 1��-rr 'lam. {,` 1 G. ~• �' 1 - • , � � � s. •( •1. 1 u.; ..,' r,i�� *,.• -�'7 1 r, .." ��' � +�,t ...>S ,�-�, :_y + .,�, . _ 4� y qr �•yt�.�'�� '3- 1..tf��i' .` r'• L; h•--•1'•1•a. �f•' • ^b�w�� •YIL�fy✓h *. M� '�'v,t••� � 1�`.,� � � •� .l^ �:}x_t`.. � +rte - Y :'" ' � . .7 + �`,' ..3- 1++,6�55'^f T J?r. ��t=..��• ">t �.t.. �� i :[ �'. .J •r. Cy�.. v ty I�• �•. .t..`�',`f�' . 1 k> F4�,. .. i.+ry!�~,J'y1 j (I Qj u , 15 Iq Em u!U- ti1 NL —7—7, ifl i O; LU ' V 1\0 J Q � M •, o �. � JIB .�� 1 C' '� ,,;. 1 <( R FOd ' WUSO:OT f:66T ST 'daS b19b vt9 EOS 'OH At10Hd (o.l;uo_) Fi l I enn 1_16 iswl woa j i .J ►11L- ((1 SLOPE UNIFORM Y I- o, EA TO E9 °i o � \ y c r (MAx. 1,12) i, 0 A ii L \ W�IQ- � •j � i —� ol ulN IL 41) IIff C �r £0d' Wd6,1:0: E661 ST ''�?S t72-8V V179 COS 'ON 9NOHd l oal aoo h S T 1 eno u6 l s as woad I ;Wxrit'%^."KritRNMWweo' y From Design Quality Control PHOIJE Flo. 503 544 4874 Sep.07 1993 1:12PM P10 SECTION 022000 KAISER PFRMANUNTE AAPHALT PAVINGz BARRIER RUMOVAL PROJECT ' - i' f r 1, PART 1 - ORNFUL w 1. 1 SUMMARxt A. section Includoe all cite work. 'thin includes, � but is not limited to, the followings (1) Excavation below :romoved concrete to surrioient depth to properly install new ramps and landing. Backfilling, compaction, g;cAding- B. All Sections of Diviaionc OOXXX and L11XXX apply to the work specified in this section. They are included in thin eeetion by this referenr_o. 1. 2 PROTECT CONDITIONS A. EXisting Utilitiest (1) Report any utilities encountered] protect support same. (2) Remove inactive or abandoned utilities encountered as directed by Owner or his representative. H. Protect existing adjacent fences, roads sidewalks, �r paving and curbs. f C. Minimum top a inches of all back-filla in planting areas to be clean top soil. 2 . PART 2 - PRODUOTB 2 . 1 GRANULAR MATERIALS A. All rock Material hall comply with ANSI/A9TM C136. R. Type "B" Gravels for Compactiont crushed rock to be 1" minus washed crushed rock. free of shale, clay, friable material, and other_ foreign materials. Sieve sizes 4 Passing by -------------------•------------ 2 inches100 ----- 1 inch 95 to 100 3/4 inch 75 to 100 5/8 inch 75 to 100 3/8 inch 55 to 85 I No. 4 35 to 35 r. twM4wnM1/4MWAt'1�1.`I�'f�' �.�1/,�1,�?�+•e Uxm'S",aM1.'��,.e"3�YW�'�,�'.Uf;#'1'"��'i"+i�`.��i�4y�} � b "'hfkBN, '�A �iS` 1°�SINI'�' I�'1�17�, .. JFrom Design Quality Control PH0fJE No. 503 F 14 4e74 Sep.07 1993 1:i2pl', P11 SECTION 022000 KAISER PERMANENTE ASPHALT rAVINC BARRIER REMOVAL PROJECT No. tG 10 to 25 L No. 40 5 to 10 No. 200 less than 5 � 2. 2. COMPACTTON EQUIPMENT: A. Provide and use sufficient equipment or type and � weight ouit.able to aveomplish requirements of this specification the soils report and industry standards. s 3 . PART 3 - AXECUTION f 4 3 . 1 EXCAVATION A. pxeavate subsoil required to acaommoda>:a slabs- on-grade. (1) Excavate to working sieve*ions. (2) Excavation out not to interfere with normal � 1. 5 to 1 bearing splay of top of looting. B. Notify Architect of any unexpected subsurface conditions and discontinue affected work in that area until notified to resume work. c. newateringi Maintain excavations free of water and mud. D. Remove unused material from site at the earliest: possible time. 3 .2 COMPACTION A. Place all fills to the percent compaction specified herein. The basis for determination of the percent compaction shall be field density toasts. The maximum density and optimum moisture content shall. be as determined by AASHTO Method T-180 or ASTM D-1557, generally regarded as modified AASHTO or Modified Procter. B. Structural fill planed beneath all pipes, alabs and pavements shall be placed in loose lifts not j exceeding a inches, before compaction, and compacted to 95 percent maximum density. I L: ab C - -� .....•. r...nt wee n�tTf hT�1/' n��nn 7 1 From^ Design Quality Control PHONE No. 503 644 4874 Sep.07 1993 1:13PM P12 R SECTION 022001) KAISER PERMANENTE ASPHALT PAVING BARRIER REMOVAL PROJECT 3 . 3 FILLING UNDFR SLABS: A. Slab-on-Grade: (1) Type B fill, minimum 6 inches thick, compacted to 90%. Compact, in lifts not to � oxaeed 8 inch thieknosA. y 3 .4 SITE WORK WRAP-UP A. Remove excessive and unused atoekpilod hnnkfill and top soil matarial. END OF SECTION 6 M k, �I 1 a , �t i 4 yJ�J LL 41 i6r Aft. ..rqn,,r•r.,,, ',wA��nF�tfi'+F 2"Ff,.t r�1.7 kY._W/lM1K#�81?�+kd". E�Jf"L�; ,nntaYlc .. t � From Design [qua 1 i ty Control PH0f,1E f Io. 503 644 4874 Sep.07 1993 1:13PM P13 SECTION 03300 KAISER PURMANRNTE ASPHALT PAVING BARRIER R12MOVAL PROJECT i . PART 1 - OENL"RAL 1 . 1 WORK INCLUDED A. All cast in place concrete is includmd in this y section. B. All Sections of Divisions OOXXX and 01XXX apply tO t;il© work specified in this aaction. They are included n this conti.on by this reference. PART 1 - PRODUCTS j 2 . 1 CONCRETE: 13 A. codes Requirements: I The ACI standard specification for structural concrete for buildings ACT-301 shall be followed for all items not specifically covered on the drawings and specifications. B. Minimum compressive strength of concrete shall be: 3500 psi for concrete slabs on grade. C. Maximum slump shall be 3 .5 inches for slabs on grade and 4 inches for other concrete. 2. 2 ACCESSORIES A. Patching Compound: sonopatch by Sonnebor.n, or approved, and as compatible with floor covering and floor covering idhesive. B. curing/Sealer Compound: Kure-N-Seal, as manufactured by Sonneborn, or approved, at all concrete. i C. Preformed Expansion Joint Devices and Filler Materials (1) Joint Filler: ASTM V17511 Asphalt impregnated fiberboard or felt, 1/2 inch thick manufactured by Burke Concrete Accessories, Inc. or approved. -r ttav+be��»1-.er lqq� TTnhAn M^NTA1, OFF1CH 8UIIjDING 03300 - 1 * r r F i 1 i From Design Uu.31ity C- ntrol PIi�JF:,'_ No. 503 644 4©74 Sep.07 1993 1: 14P1� P14 KAT SElt pERMANENTE ASPHALT PAVING f SECTION 03300 � BARPTER REMOVAL rRojECT i 3 . 4 CURING AND PROTECTION i A. Immedlatsjy atter placement, protoct csoncrate from premature drying, *Xcesgively hot or cold tamperaturns, and machanical injury. a. Maintain concrete with %�nimr3 moiatcare long at relativOly constant tomperatu -Q far a period neawsssry for hydration of cement and havdening of cancrete. This murzt be at least 7 days. c. Cure floor aurfaoes in accordanan with ACI 31A. WuD or ORCTION I I II r I l a �� . mTn�lnn nvmwni. nfrFtrr.. Rt1tT.bTNG 03300 - 3