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12442 SW SCHOLLS FERRY ROAD-9 1 E P9 12442 SW Schol is F`=+'►^ C{ St. Vincent's Medical Office Bldg XALATIN 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 December 13, 1990 Streimer Sheet Metal works, Inc. 740 N. Knott Street P.O. Bcx 12125 Portland, Oregon 97212 Re: Dr. Seeley, Suite 101 St . Vincent. Scholls Ferry MOB 12,142 :".w. Scholls Ferry Rd. 5917BA-132-002 Gentlemen: This is a fire and Life Safety Plan Review and is based on the 1988 Editions of the Fire and Fife safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are approved as qubmi.tted. 1 . A_ppi�oved_Plans on .Job Site: One .set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must he made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 2. Required Occgpanex Certificate: 1'_-ior to the use andoccupancy of the project (space) , a certificate of occupancy or other written _instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 "Working"Smoke Detectors Save Lives sib Streimer Sheet. Metal Works, Inc. December 13, 1990 Page 1. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene B.i rchi Ceputy Fire Marshal GB:kw cc: Tigard Building Department .+fix}seer,�FSY r N j'Ri�" •.�;.�,,:, JP�PZ%N VA �F TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (S03) 526-2469 (POSTED: 9j REg OCCUPANT e CONTRACTOR BLDG. PERMIT it PFO:ECT NAME PLAN REVIEW 0 LOCATION JURISDI.CTI0N- 1= Be. 2= Du, 3= ICAC 4�-T 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER ?INAL SPECIAL FOLLOW-UP/R'c.INSPECTION ATTEMPTED FINAL QFraming Separation Walls Sprinkler Sy,tem Shaft � Fire Dampers (Overhead/Underground) El Alarm System lJ Hood' Cxtiig Systems � Conference C� Spray Booth ❑ Ceiling Cover Other 1 , Date: ; , �'V1J Inspector: t� V f"9".�N' ^'I� '�'1�'�''� 1'h''��41' L' N',ly�/�� r'7Y.tk`"�"�,;'i,'Ri1�M'�+'.if�.`Yf��` 'itr�ig7y;�•j"�YiW' . ry �pt%N Vq� TUALATIN VALLEY FIRE & RESCUE AND BE %VERTON FIRE DEPARTMENT �'. FIRE MARSHALS OFFICE _ (503) 526-2469 POSTED: R OCCUPANT \ CONTRACTOR BLDG, PERMIT It PROJECT NAME P+�� V �) D '� PLAN REVIEW It f J.r LOCATION �� JURISDICTION; 1= Be. 2= Du, 3= 1 .C. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= AIC COVER FIN SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Undergr.vuad) ❑ Alarm System ❑ Hood' Extug SvFtems ❑ Conference Spray Booth ❑ Ceiling Cover ❑ Other oaA c , �—� J001A S _ Lit Dk ft hV ij I ` 14..>7 _ � �� fi � fah, ..�• �o s� .f, i U Date:--j - - (� Inspeccor; It �� "^i..%Yr+��'�.. � �tw ayir�"s^��+x;•4�rk='w+'�M+9'I'�;'Y; "� '��k•+'.•►�'.%�►�`A:"�'"�!'i�l� w.r�ilp�•,�iav, �,}tr'wi +�F�.' JPS rA �� TUALATIN VALLEY FIRE & RESCUE ANDj BEAVERTON FIRE DEPARTMENT' � _ - FIRE MARSHALS OFFICE 1503) 526-2469 POSTED: OCCUPANT J 1Q T l� J0 rl ;9 R I rp J r{ Uel CONTRACTOR _BLDG. PERMIT dt / J� PROJECT NAME _ � � C/ •C PLAN REVIEW �t y LOCATION a'6AJ JURISDLCTION: 1= Be. 2= Du. 3= K.C. 4 5= Tu. 6= Sh• 7= Wi• 8= CC 9= WC 0= MC �0 FINAL SPECIAL FOLLOW-UPJPEINSPECTION ATTEMPTED FINAL 11EU Framing, Separation Wa11 -� Sprinkler System l__J Shaft El Fire Dampers (Overhead/Underground) Alarm System Hood' Exttig SVFft.ems Conference Spray Booth 0 Ceiling Cover Other ,x_10 /.Ad u ,h�3 L(A L;� it,I.� r 'C1✓- i 1" 1!lf 10AW-Tay S A9 uQ.. IVU I /s(4)0 CnL�� -�-- lie 1tv t4 0 7( 2!� J L01, �1 �� ,+ /t1 C Q� r Dater .. _ (�i� Inspector: �c, , •� =1 j SIGN PERMIT PERMIT #: SGN90-0126 DATE ISSUED. . . . : 12/11/90 EXPIRATION DATE: � //%/` // PARCEL. . . . . . . . . : 1S1?4BC-00401 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : SCHOI.LS MEDICAL PLAZA SIGN LOCATION. . : 12442 SW SCHOLLS FERRY RD APPLICANT/ADEN',': ST. VINCENT HOSPITAI. BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( j OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 6 X. 5 TOTAL SIGN AREA. . . . . . : 30 sq.ft. WAIL AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . . 6 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: Permanent freestanding sign. 6 X 5 30 square feet. MATERIALS. . . . . . . . . . . . . 2LEX/ME"A.L, EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED— : YES ADMINISTRATIVE EXCEPTIONS. - N/A PERMIT FEES $ $3.00 APPROVED BY: DATE: 12/11/90 1fN11V1Y lIN Lfrl3ONIA '1S I %nup mV V su&inf•,H uof -- lea 6�T s 0 M) 'Allv'AL 30 Tal dr C o J I z! W11 I W1, ..� i L a. F�,� K j w _i ca Schol'Is r dic' al : Plaza to ►. Q n. N -- — 4"1FXT ON P-6" 5TRIPF Urger-CC.are , 8-am.078p Eve ry ,0, ay Doctbros' Offices --I- . . . . . . . . . . . . . . . . . . . . �� --- �'•' _��_ _ W HIGH y - -- CONCRETE Vn6E 60"FANEL AND 13A51' 5CALF:I"=T-O" CITY OIC TIG.ARD Ti1t!` Il-l1! qO iiri9reo �q,��o NASI Sign Systems 2121 N.W York �� • Portland Oregon 97?.10 � A Phone:503 227 2121 Fax:503 227 075 7 rs 3z/ 2 Permit No. CITY OF TIGARD SI,.,N PE Krr APPLICATION 'The applicant hereby applies for a permit t.,, ie work indicated or as shown in the a000npanying plans and specifications. SIGN IDCATION ADDriESS: 12 ��. �KJ `- 115 1'�CC(,-I 9J ZONIM: "V NAND, OF BUSINESS: �'Ls�u�� f c'�a X-4APPLICANT/AGENT:c J• -- 0xze ^--, OC�MPtl'.iVY:� SCG��"' aoPiiOtdE: l L 7' /2/ The City of Tigard impasrs an annual Business Tax which must be kept c=. P-nt on all persons doing business in the City. Do you presently have a current business tax? YES ( ) NO ( ) U.L. Iabel I -- PRpPOGED SIGN: (Check as many as apply) PFXO , T /l--j FREE.-SWANDUC (Vj" M27AAY ( ) TEMPORARY ( ) WALL (r �r c> ETD--IRC?^TIC ( ) CARER ( ) BIIZBOARs) ( ) RALWON ( ) MGN DIZ"IEN5IONo. Ct. � �• '�''� O e EXPIRATION DATE: wrAL SIGN AREA (Sq. Ft.): -S' WALL AREA (Sq. Ft.) : WAIS, FACE: HEIGHT (Ft)— PRaJECTION FTM WALL: ILLI.1l'MJA'iTON: YES (1,j NO ( ) TYPE: COPY; MATERIAA.i EXISTING SIGM: _-- F KINISTRATIVE EXC=ON: N/A ( ) APPRUVED ( ) HOW MUCI{ % ARF A ( ) 11EIG1iT ( ) U�.'NII�NIS PLS DEPA__RTMHN]' _ All sign permi`s must be acomp ani.ed by a scale Permit Fee: drawing and plot plan. If_ work authorizes: wider Regeip4; No: _ a sign permit has not Leen completed within ninety A�irovrdd_y: days after the issuance of the permit, the permit Date: shall beoorne null and void. ELIrMCAL PERMIT I CERTIFY THAT I AM T[-1E REOORDED CURER OF THE RDQUIRFI): YES ( ) *10 ( ) PROPERTY OR AN AGFI," AUTHORIZED BY 111E OlWNM. BUILDING PERMIT RDWnM: YES ( ) NO ( ) Applicant's Signature cp/BIWERMT Address Telephone N:\WORD\03MDEV\ 1NOPECTION NMICE city of Tigard. BuildiiV DepartjeL-nt 13125 BN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspections Footing rsbg. Undecslab Mech. Rough-in A — ppr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: POst/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain. Drain Ineulat+on =_ :_ ig Plbg. UnderfloorWater Lina Gyp. Bd. ^7 -Mach. Date Requeeteds, / `�� Tim4s r� .�_AM PN Address:- L �urmlt r Builder: TNR FOLLOWING CORRECTIONS ARE REQU!RED: Inepgctors_�� _ �. --- - Date: -2---=tL_ ,// APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE �- _Call For Reinep. ------------ LAITY OF TIVARD RECETPT OF-' PAYMENT REL.1-Irl' NO. 9 k)-21 C"HL.CP-'.' AMOUNT a 2n. NAME A81 SIGN SYSTEMS CASH AMOUNT ADDRESS t 4-61121 NW YOPK. PAYMENT PATE I POP IR.-AND. DR ?7210 SUDD I V.1 ST.ON F"UPPOSE (IF PAYMENT AMOUNT PAID rtJRP0Sr:. Of., r",AYMENT AMOUNT PAID J.FTi rc.r F—F "IGN90-4.)1,2 25). f f SCHOLLS MFOH,AL PLA 21r 4 -M'TAL. AMOUNT PAIP, 25. 00 �PZIN Vq� TUALATIN VALLEY FIRE & RFSCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-1469 POSTED: Al REgG OCCUPANT S e y ----� CONTRACTOR tt BLDG. PEPMIT 0 PROJECT NAME b>1 /vtt"wt `J v�4yrS �- PLAN REVIEW 0 LOCATION _ I '�I LI '5t^J 5,461)s I'-z3&A Y JURISDICTION: 1= Be. 2= Du. 3= K,C.��Tu. 6 Sh. 7= Wi. 8= CC 9- WC 0= MC COVER FINAL SP —`FOLLOW-UP/REINSPECTION ATTEMPTED FINAL F] Framing El Separation Walls � Sprinkler System ElShaft 11 Fire Dampers (Overhead/Underground) 1 Alarm System El Hood' Extng Systems El Conf-rence El Spray Booth F] Ceiling Cover El Other 6 G S e S r y 19Dr'l l t" - veli S i lv Date: )�,��l� Inspector: :► i � '� 4 INSPECTION NOTICE City of Tigard Building Department F.O. Box 23397 Tigard, Oregon 97223 Phone: 539-4175 Type of Inspection Date Requested l 71—` 4;�:, Time___A.M. __P.M. Address Lzz* ._ Permit Owner_may �c�_�� lLe�tii c,'.i-o lot #_ Builder The followinr Building Code deficiencies are required to be corrected: -- �-��.��ta.�..t.-� 1�� (�tl�''+,_•�-fir a-yt��'�C Presenter) to -_ Approved Inspector — _--y_-- - CJ Disapprov(!d Date -- CALL FOR REINSPECTION C 7 YES ❑ NO Im—MUO— _ City of Tigard buildi.g D..,artment 13125 BB Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-•Phone): 639-4175 Bus!ness Phones 639-4171 Inspections r Tooting Plbg. Underslab Nech. Rough-in Appr/Sdwlk Found. Plbq. Tap Out Gas Line FINAL: Poet/Beam Stcuc:t. San. Sewer Framing -Bldg. Por'c/deam Hoch. Rain Drain Insulation -plumb. Pibg. Underfloor Nater Line Gyp. Bd. -Hoch. �e� —�j Date Requested: PM_ -- [ 7 = Permit #S.4 �— Address: �� r Builders THE .rOLLONINo CORRECTIONS ARE REWilRED: n j t `fir en L pe Detes �Z-SlrL �! ctors _..___--___ Ins APPROVED DISAPPROVED _ APPROVED SUBJECT TO ABOVE <' call For Reinsp. I INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 er} /'x + Type of Inspection Date Requested- ��_ z.L_ rime _ A.M.e— P.M. Address Permit Owner Lot 4- Builder _BuilderThe following Building Code deficiencies are required to be corrected: Presented to - [Approved Inspector f _-- -_—_ U Disapproved Date ,J / e 19- O CALL FOR REINSPECTION i ❑ YES U NO I ;NSP6CTION NOTICE City of Tigard Building Depertment 13125 SEI Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspect ions —--- --_ �— —_ Footing Plbg. Underalab Mech. Rough-in Appr/Sdwllt !bund. Plbg. Top Out Cas Line FINAL: Poet/Beam Struct. San. sewer Framing -Bldg. Post/Ream Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line OyQ. 8d. 1 -Mach. Date Requestedt Address: L ' rmit #s �s Builder `1.�—(��/JJI�?�y..L y - THE FOLLOWING )RRECTIONS AF-9 REQUIREDs L, v " ��7�-�-`�`4Li n �•L i �tr'L �'�/1 L/" i-' L-1 dam. �.� 7 K G - APPROVED DTSAPPROVED APPROVED SURTE(T TO ABOVE -_Call For Relnap. 3NBFlecT�oN NOTICE City of Tigard Building Departs:ent 13125 BN Hall Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone): 639-4175 Busi-ners Phone: 639-4171 lnnpection:_v_ — --- --------- --- Footing Plbg. 11.iderslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL- Post/Ream Struct. San. Serer Fr+usi i -Bldg. Post/'.eam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Od. -Mech. Date Requested: //-��;— (?'9 ___Time: _ ,L AM .......__PM Address: _44 -. Permit Builds.-: THr. F0I.I.OWIN6 CORREI:.IONS ARE REQUIRED: Inspector:__. '6_— __ Dat. l/ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. TUALAI'IN VALLEY FIRE & RESCUE AND BEAVERT ON FIRE DEPARTMENT 4755 S.W. Giffith Drive• P.U. Box 475 • Beaverton. OR 97076• (503)526-2469• FAX 526-2538+ November 27, 1990 G.B. Manchester Corporation 5012 Northeast: 42nd Portland, Oregon 97218 Re: Mediral Support Services 17.442 S.W. Scholls Ferry Rd. 5988A-132-003 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (11MC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. This review .:avers tho ion detector and alarm to be used in the above noteci .r)^cupancy, in lieu of one hour fire resistive corridor constriction. Detectors are to be spaced and installed in accordance with manufactr:rer's installation instructions. Plann are conditionally approved and subject to compliance with the above noted items. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of kcal government . If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 526- 2503. Sin,c(erely,/ems Bob Hunt Deputy Fire Marshal BH:kw i cc: Tigard Building Department Jon R. Jurgens & Associates "Worklnt"Smoke Detectors Save Lives 11,'2 1,'90 15:29 e503 684 7297 CITY OF T I GARD Z001 ACTIVITY REPORT RECEPTION OK TRANSACTION # 8463 CONNECTION TEL 5035261023 CONNECTION ID G3 START TIME 11/21 15:28 USAGE TIME 01' 19 PAGES 2 r� �� •r - i - �� i•i t= n i T T 171 V4 R _ T I_I P o F hJ .=. ?- 9:4 S 0 1 Jan R. Jurgens & Associates Arcnitenw e/1%nning 13763 NW Cornell RA.Suite C Pon And,Oregon 972.24 503/6264693 FA SIMIL-E COVER SNEET �] TOti �� f4 ri�FZ DATErNAhW Liam% G� a� � P• _� Fix No.: t mmlaw— am-TIM REFERENCE: ' PROJECT NO,: :_ REs:..,�'�- t lo �tc PN2#:1fi6v X/ TIPS, ( m�T f"X 40#1 fvnit) y �� Total number o`pages sent in�lu ' phis =are; ��. if you reLeive less than the number of pages indicated,please a,l our office, 41,E 11 u ' I GI cad j ', O 1 ,9 .....ems.. — •� ', �.wr„�,.��.wwr�.�r.�.wwn�,� MOTIV. / � ...-hey� �. '• Z vale'; r ly 44 o� .5 �# 0 1 2 do ON to ► ' a _1 R __- {`I •�"`.. .. it n!p 0 I-�13PEC1'ION !tOT�CE City of Tigard Building Department: 33125 SW Bell Bled. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in p ppr/sdwlk pound. Plbq. To out P Gas Line FINAL: Poet/Beam Struct. San. Seller Framing -Bldg. POHt/Beam !Inch. Rain Drain neulation _plum;, Plbg. Underfl.:or Water Line Gyp. Bd. -Mach. Date Requestedts- e�/ - �� — G1c_r _Timet AM Address:_- � L � � � � _ Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectort_�/��jryff -'- Dater '/r" c"el /-----A,.PROVLPD DISAPPROVRD - ---^- - - APPROVED SUBJECT TO ABOVE ---.-Call For Reinnp. LETTER OF TRANSMITTAL Engineers•Contractors•Commii tion Managers 5000 Southeast 25th Avenue Portland,Oregon 97202 DATE JOB NO. 503-232-4157 — FAX 503-234�-44867 RE: L / e 115 REF. NO. WE ARE SENDING YOU THE FOLLOWING ITEMS: COPIES DESCRIPTION 1 1ESE ARE TRANSMITTED AS CHECKED BELOW FOR APPROVAL. FOR REVIEW AND COMMENT RETURNED FOR CORRECTIONS FOR YOUR USE APPROVED AS SUBMITTED RESUBMIT COPIES AS REQUESTED APPROVED AS NOTED REMARKS COPIES TO: 1. f / /c/ S. 2. 6. IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE 3• SIGNED BY: ± J jlll 11r - ltr -' i'illt� z' jog 1 CLtT of T19"d ou'14LA9423 I 13125 no hell Blvd- Tlywrdr 639 4111 e InyeatLon tine (RC-0•-Phnn6)' 639-4175 Buoineeo Phone: I nepeat ion r••_._- Aper/gdwtk p1�• Onrlereieb Neth. R�9h-in I Footing Tnp line FINAL: P I►rq Ont Oe• � Found. ,I >rreming .. nm Structs Ban. Bowel ^� Poet/Be --Y L unhr i Inouletlon i root/sense 1411K-h- PALO Drain Ondortloo •1!eth. / Gyp. tte. pibq Netor Llra r - i�i --- Ttno1 —AN not., R a¢jje` f/—r[ 731,. - Buil.dec: t„�• ncrnnxCtlONs �'R}1QViRGn: - I 'fits tot.Lok _. .............. Inrpsalo/c -�G7' F - FFOVt;n r:nR,srT to Arurvr / -App 1 D28kppRWxn �1✓ Ca11 per R�Ln�P• I HD3W 110d8ND cO 3JIJd INSIN99TION NOTICE ' City of Tigard Building Department e� 13125 !.'i1 Hall Blwd. Tigard, Oregon 97223 Inspection Lino (Rec-O-Phons): 639-4175 Business Phone: 639-4171 h., wctlon: 'u lig PI_ Underelab Hoch. Rough-in Appr/Sdwlk F` J. Pltq. Top Out Gas Line FINALt Poet/Boam Struct. San. Sewer Framing B g. Punt/Beam Mech. Rain Drain lneulatlon C Plumb. 1 Plbr. Underfloor Neter Line �'- - Gyp. Bd. -Meeh. Dr.te Requested: � �- ,� T ' PK� L- Builders C 2. THE FOLLOWING CORRECTIONS ARa"REQUIREDt Inspect o r: T Dates_ U— y ^APPROVED DISAPPROVRU APPROVED SUB.IECT TO )►ROVE Call For Reinep. PZ N TUALATIN VALLEY FIRE & RESCUE AND BEAVERT'ON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: ARESG OCCUPANT l✓ CONTRACTOR BLDG. PERMIT It - PROJECT NME PLAN REVIEW 4 LOCATION JURISnICTION: t= Be, 2= Dur 3= P.—C(4- 6= Sh. 7= Wi, 8= CC 9= WC 0= MC j COR FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing ❑ Separation Walls Sprinkler System EJ Shaft F . ire Dampers (Overhead/Underground) QAlarm System 1-1 Hood' Extug Systems Conference C� Spray Booth lJ Ceiling Cover Other _ Date: - I Inspector: " pt%N v ' TUALATIN VALLEY FIRE & RESCUE AND (� BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE ci4 GJ� (503) 526.2469 POSTED: F$RE� f OCCUPANT LIQ CONTRACTOR BLDG. PF.R':IT # PROJECT NAME ! � PLAN REVIEW �6 LOCATION _� Ll �e-� J JURISDICTION: 1= Be. 2= Du. 3- .C. 4= Ti. 5= Tu, 6= Sh, 7= Wi. 8- CC 9= WC 0= MG COVER FINAL ! SPEE FOLLOW-UP/REINSPECTION ATTEMPTED FINAL El Framing L_J Separation Walls ❑ Sprinkler System El Shaft Fire Dampers (Overhead/Underground) Alarm System Hood Ext;ng Systems Conference Spray Booth Ceiling Cover El Other Ld Dater - ' Inspector: INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 l ype of Inspection Date Requested____✓/ U Time A.M. _ _ P.M. Address _�-L-e/tf Permit -- Owner_- —'L;'� Lot # Builder The f-llowing Building Code deficiencies are required to he corrected: Preserted to -- _--_ __— Approved Inspector /-{E�/� _ Disapproved Date, l 14 .p CALL FOR RFUNSPF,XWON ❑ YES ❑ NO i INSPECTION NOTICE City of Tigard Building Department P.O. Bc x 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection Date Requested �— '- �� Tim,-- A.M.—P.M. Address 1 Y y ��u '`'L Permit #------ Owner �"�llL� 45c2��!' P�it/`<'t .'e+� Lot ✓ BuilderThe foiiow,rig Building Code deficiencies are required to be corrected: Presented to __._ - --- _ - Approved Inspector --__ __ _ Disapproved Date / --- CALL FOR REINSPECTION res C) NO SCROLLS FERRY M.O.B. PROJECT MANUAL ST. VINCENT HOSPITAL AND MEDICAL CENTER ONE HOUR BUILDING CORRIDOR CONSTRUCTION November 2, 1990 r SCHOLLS FERRY M.O.B. PROJECT MANUAL ST.VINCENT 'HOSPITAL AND, MEDICAL CENTER ONE HOUR BUILDING CORRIDOR CONSTRUCTION N IL 1UVGFM V^ PJRT WOREV4 ti 'ref cC� OF November 2, 1440 )0M l ItItGQdS A ASSOCIAIL AeeYMeb/� __Y7 cv l?- --- --- � 10 _ m 1 . Lu a it a z LL 1 'm x c ON i vu c O .+ m m o a b v m�.� rr•, m .� o b.� 14 muW a u G m r+v s.+ a Jim `gym bn k b •+ N •.� r N bu Ai ?� 031 m w-- o w � C q m a+ ya. 0-4 u 0 t) v i ee�f .arm, av L r N m �� y tr 0114m 4 i U alp aAj 00l4 .4 ., � r.� uco r-0 1, a + cu mo ••v ra3c -4 'A u (ao n �a+v ov m u o a u 0 0.r Q U� 4 .Q a 11 ;1 V - 10 b W C N N ?I M O U afi +.I U IT N Z m a,IV 0 A O N N O O�4 A m 4114 0 c 149 N :� m C C •J �. .�t1 �;i G N A43 C ' 15 a 1 PbCa . j IAa0C U ►i 0CbCmb OuA4 n IA Om AA ONE HOUR BUILDING Jon R. Jurgens & Associates CORRIDOR CONSTRUCTION Anhha7h mi Pm;N SCHOL S FERRY M.O.B. 13763 NW Correll Rd Suite C Portland.OR 97229 _ ,+ -7,.r .. _ .a._►.. a•-r s,.% n,a!: V • <- � - W�a a _J • K \ G p� .r A - O� y .-1 1 b t l7 •+ nJ VI O a a 1� y h k�-4 tll G 11 h .4 y a ., w 1 a alua u 7 7 c m ..ar Jt.4 P. a u • �-• a x Ab -� m r, m a u a � » 3 Aw nd0-2..c o o pV Ai IoN � u v m .a c - 0c En a a 4 a: m O s- a► c � uu10 0ti tm FA c ms as a m a tit � a U B0.4r,•., a s 14-1 0.L, m�+ C ew •I+-k4 li e a m a O U ,I4 q a .O aO a 0 O M N-tl � t 14 v a a c .4 CA c 1. AA -4 14 aUc� • 1) 00 e•� � aj � aoaa aen0 pp A ONE HOUR BUMI)ING Jon R. Jurgens Off. Assmi3tes CORRIDOR C06STRUMON f A� 1ftnr�N SCHOLLS FERRY M.O.B. 2 13765 NW Comd1 Rl Suite C PortWA OR 97229 L t i� Ic �I&N 2. �M V s s u 00 Y CL s a o 1 v 64 JO( / ~~ry � •N i W �i �a J � e'��'•„ K 1� � Y. � Q 1 e))) V�j W [ VigY1� W I Y O N KOu Y.i,!!!N Oa A ( O y d ONE HOUR BUILDING Jon R. Ju1'tms & AsRx iates CORRIDOR COVISTRUMON Ardtkm,,,m/Manna4 SCHOLLS FERRY M.O.R. ; 11763 NW Cornell N.6.Suite C Portland,OR 912V So3/6264696 ate: Project Numbv"&7/3,12,ri`j 1 ELEO. RM. I os o � to Y t , 1 __ 1 z � I � I • ' P. -� I I 5 M• I L _4 -- - ONE HOUR BUILDING Jon R. Jurgem & Asso6ates CORRIDOR CONSTRUCTION MchitwurejPlenning SCHOLI.S FERRY M.O.B. 13763 NW Connell Rd Suite C Ponk d,OR 97229 rl,r. 1/�,i711.i�d Prniex+ m.,ter A7/"/0�' — KCKI Oct oe 0, 100 MEN 104. O ! i 0 .o OMEN ELEV GH L0013 ' S ' CORS Q M I or I -rJ1 ONE FIOUR BUTLDVNG Jon R. Jurgens & Associates CORRIDOR CONSTRUCTION Architecture/Planning SCHOL.L.S FERRY M.O.B. 13765114W Cornell Rd.Suite C Portland,OR 97229 I I li 1 I -77-o -, a I C-.4 , �1 cl IT - -� - - _ la PIS N of Nq IN I I ONE HOUR BUMDING -— Jon R. Jurgens & Associates CORRIDOR CONSTRUCTION Arzhitoc ure/Plenning SCHOLLS FERRY M.O.B. 13763 NW C.omell Rd.Suite C 6:7 Portkne,OR 97224 r, ,.. I r'? �!1 FAQ v`.� �t,,,,,►,r. !f?! .03 n rnf ffillllil I A,4=AU(, ?OUT t,P awr,JGt f _ I Trr. -frrr'- it rf lid,t fS- _ --:�► 11x0 1 .W-- — I �+� t.�XiP\ — F R.GrAW5.K 061T.0 WWF Gam. EXIT coF Aibb% tA ( S R�Pb�T i Fes•..vIG4'�4) • @ we+�s r�6�G�N 9�� jot pp Associates ONE HOUR BUILDING .loll R. fUT11S t1JJ114`k�t` CORRtf>OR CONSTRUCTION At ue/Plarvury ^HOI.LS TERRY'd.0.8. 17163 NW Corned Rd Suite C Portknd,OR 47229 ��11 103/62&16M Date: 10'22100 PTojW N-nba: e)'1i�'O� � ' - - --r-. - - s. - - --- - —_- /�'' ,'►�r t � yup � �� u�i�� .�• IN �i��-r�uM �N�� Ta UNp�1V� �� ►b �� -- ------ _--- ----- -. rte-►��.1�✓' ✓ f `��W f � ��ONI� �'✓moi `: ) ONE HOUR BUILDING .Ton R. Jurgens & Associates CORRIDOR CONSTRUC11ON A,rhit"=/PhmnW SCROLLS FERRY M.O.B. 13761 NW Comd Rd.Suite C 1 PofiW4 OR 97229 3Ql/62""'. _ Date' )(-'I Projed Number. �+oN �� -ro ►G�a �T -� � oly { k4rr t gip' m e*� *TI-)p Ta L lit FOIK1'> IL WI ;��% reel I pp��,,,OG ONE HOUR BUILDII',;00 J ' Jon R. urgenS �.?�iC�'.'lat�4 CORRIJCRC:`NSTR'1Cn0N Amhkcchi a/PWugny SCHCCLS FERRY M.U.9. 11163 NW Comd Rd. Suint C PortwA OR 91229 301/626069! — - De W: �d.22'90 Pmjod Numbs. ta",G1 t i' -E _ L 1 FAmrdh=kamAm/o . Jurgens & AmciatCS FONE HOUR BUILDINGPknniry CORRIDOR CONSTRUCTION 163 NW Comer Rs. Suite C SCROLLS FERRY M.O.B. , Pont ,OR 97229 ': [7ete: �Q o f f��'� Project Number.bwln it ; w Ow m 0 l a 1l2 li ��/2" JY1 ,alp �dfUr� _ ell, VYr�i7 ---- 6",fl5vu1v\ WA 0-10 00 q, ONE HOUR BUILDING & --� .Jon R. Jurgem Associates CORRIDOR CONSTRUCTION I Ards tato ei f%njuiry SCHOLIS FERRY M.O.B. I� 13765 NW Carrel Rd Suite C " Pmk d,Olt 97219 ml/626-069! flrte 10 !12 9d Pmiea Number l57/3�•03 _ SECTION 10520 - FIRE EXTINGUISHERS AND CABINETS PART 1 - GENERAL: C,-neral: Supply one for each floor, as shown on Drawin93 or an directed by Architect. Submittals: Shop Drawings: Show details of fabrication and installation. PART 2 - PRODUCTS: Fare ex uisher Cabinets FEC• Type: Recessed, J.L. Industeies, "Embassy Series" No. 5614 as specified, or approved :qual. Frame: Trimless style. Tub: Matte-blrck epoxy-coated rolled steel. Provide steel bracket for hnldiny specified firL extinguisher. Door: White epoxy-coated .rolled steel , style V10, double strength glass, standard pull handle, and verticle "Fire Extinguisher" decal. FiX_"xtlnau s e i Multipurpose dry chemical, Clac•s ABC, 10 pound nominal capacity, 5-inch-diameter cylinder, J.L. Industries "Cosmic 10E" or approved equal. Peovide one per cabinet and bracket. Instal goon: General: Install extinguisher cabinets in accordance with manufacturer's instruction and approved shop drawings. Adjust service and operating elements as necessary. END OF ShC'TION Jon p. Jur ns & AiONE HOUR BUILDING kn _ ---- Ard*ecnve�Pni Jurgens CORRIDOR CONSTRUCTION SCHOLLS FERRY M.O.B. 13765 NW Cornell RQ. Sunt C : /PO" 97'[29 Date: Q1'JD Pho* Number 67?1aA•Ortir 1 I� -- - > &` v � a cc V � o l o LN ' U cc cr z Q n 2 $ o z aC W ) j �N co ir1 OJ ONE HOUR BUILDINO Jon R. . urgfcns & Associates CORRIDOR CONSTRucnoti Architecture/Plat nin; SCHOLIS FERRY M.U.H. ' 13765 NW Corral Rd. Suitt C I Por larx9,OR 97229 301/62( 1693. [ate: 0,��r 1C Project Numbs e71 ',o-'i 1 1 Portland.Oregon 97201 sm VIN= HoSPITAL - scholls Ferry M.O.S. Interior Architectural Finishes Schedule September 29, 1989 -- * Rev. October 10, 1989 ** Rev. October 17, 1989 *** Rev. octol_rer 25, 1989 I. GENERAL A. Verify all dimensions and co.viitions on site. B. See Architectural C.onstructAcm LTawings, Wallcovering Plan, and Floorcoveriug Plan for specific locations. C. Code numbers relate to plan ana schedule. Any disr:repan.-y between name, number, and colors should be verified with designer prior to ordering. D. Ve,-ify availability immediately to insure prompt delivery. E. All material and yardages from one dye lot each. F. If there are any q eations and/or discrepancies, it is your responsibility to verify with designer., Il:. FL001=VERING & BASE A. GU ERAL 1. Verify materiae a,,ailability immediately to insure timely delivery. 2. Mitred corners throughout. 3. Redacer strips as required for flush and even transitions. Color: Black 4. See location plan. B. CARPET 1. General Carpet Loop C-1 SHAW COb:IAL CARPET "Wild Dunes" (unitary Back) #50302 Colcr: Emerald Lake #04312 Patterned Loop Pile Content: : 100* Camalor. SD F(' Ny 1 on Rep: Linda Grubb I (503) 297-6667 - PorUana,Oregon 97201 af. vlw-n r Woc-7I;AL - Scholls Ferry N.O.S. Interior Architectural Finishes Schedule Page-2 i II. FTIXRCO/ERING & BASE S. CARPET (cm't) 2. Lobby Carpet: - Inset C-2 HARBINIMP "Loren" Color: #38306 Ashen Repeat: 1 1/2" x 1 1/8" Rep: Fred Biggs (206) 858-9414 3. Ac ent, Banding Carpet - C-3 J&J INDUSTRIES Taal Green "Colours" #561 color: Jewel content: 100% Oomrercialan Soil-Hiding Nylon nep: Brian Buchman (206) 325-5066 4. Accent Banding Carpet - C-4 BIGEILM Rye "High visibility" #4424 Dolan: #02389 Riven ale Dose Face: An90 IV B.C.F. NY)nn Rep: KeJth ShOe9naks (206) 573-6583 5. Insttallaticu Direct gluey d,&n thrcxrghout IV owl Ink&as. Karin Nremi Associates Interior Planning aria Design IBM Southwest First .503 222 3426 Suite One Portland,Oregcn 97201 ST. VIN= E176'PITAi.- - :ychal is Ferry erry N.O.B. Interior Architectural Finishes Schedule Eag 3 II. FLOOROO'VERIW, & BASE (c:xi't) C. WALK CET MATT FIE�M "Flextuft" Lrocat i otos: (or FUA3RUS equa 1) All Exterior Entries Tire Tread 12" it 12" Modules Alternate pattern direstian. D. VCT TARICEIT Locations: "Vinyl Cbmpositicm Tile Elenrator- Room Tile Storage Mechanical Cblor-: Rep C renin A Co. (503) 226-3508 I f E. 9 M 3MASE RCDP . #15 Cblar: Sea Foam rt carpeted areas. Continuous roll hard surf aces. requ i red. Rep: Trims & Adhesives (503) 286-2228 I � I 1� Karol Nwmi Associales Inierar Planning and Design 1800 Southwest First 503 222 3426 Suite One Portland,Oregon 9%201 ST. VINam HOSPITAL - Scholls Ferny M.O.B. Interior Architectural Finishes Schedule Page 6 IV. WALILUVER I NG C. VINYL WALLOOVERING BOREEM (c'an't) 2. Locations: * WC•-3 AMERICAN SLXIS M, Toilet Rccm #204 & #105 - "Biasca Border" Seccnd Floor #224-1222. Height: 6 1/2" Rep: Kinney Wallcovering (503) 624-0865 D. ACOUSTICAL WC-4 BOID WALijDOVERING "Sound-A-Rib" Locations: #721 (Grey) Elevator Cab Back Wall Width: 6'-7" Telephone Niche Back Wall Note: Ribbing to run vert iclal l Y. Rep: IL—;d Wallc vering (206) 762-4450 t V. PAINT A, GEIAERAL A11 paint colors to match paint chips. Mix to mrttch. Use manuf ar-t a.-er's name and number for reference ctrl 1 y. Suhn i t drawdo+;n :-amples far review and approval. Un-site samples are also requires for review and approval prior to batch mixing; Note: , Walk-through with painter r&7uired to clarify all stopping and starting points, adjust r_vlors if required, and to locate ceiling and soffit color locations. B. LOCATIO14S 1 1. General Wall A Vertical P-1 AMERI'ICM a'uzface of Soffits #1HCE' throughout, unless Color : Taupe otherwise noted Finish: Eggshtll Karol Nsemi UvKlates Imer-or Planning and Design IBM-outhwest first Ro3 222 3426 Swte One Portland.Oregt�n 972'^' ST. VINCENT HOSPITAL - ScholIs Ferry M.A.H. Interior Architectural Finishes Schedule _ Page 7 V. PAINT B. LOCATIONS (can't) 2. General Door Frame Color P-2 AMERJTONE & Stairs Rails #1M49D thm ighout, ur l ess Color: Sandal Grove otherwise noted Finish: Semi Gloss 3. Flat, Horizontal Part P 3 MILUDR of Soffits thmighout #5350W Color: Colonial White Finish: Flat 4. Elevator Doors P-4 SHERWIN WILLIAMS Automotive Finishes - 1978 Trude Colors Page 57 Code: 46 lChip: #9 * 5. All Toilet Roan Walls •* P-3 Finish: Fggshell & Ceilings at #108, #109, #204, & #205 I 1� �w ally" �/ < 1• FOR ,+c � �__Ly_� u .– FGF'._.._ - / 7 ,(� d 7 A.M. GATE___-- /2 –TIMI �s 'P•M• DATE � � � TIME/ _/�P�Nf�i M M— OF— .c=am=— OF— PHONE NUMBER EXTW480N PHONE AREA OODE AREA CODE NUMlEA ExTENEiON -TMEPHONRI MEMCALL �C TT:LEPFIONEII ar E CAu �v CAME TO SEE YOU WILL.CALLAGAIN ME M 8E YOU WILLOALLAGAIN WANTS M SEE YOU RUSH WANTB TO 8EE?YOU RUSH RETLNINEO YOUR CALL WIMIAL ATTENTION ETU(. IMYOUR CALL BPBCFAL ATT BifTION MESSAGE E SIGNED SIGNED – LITHO tM e/9 A. LITHO IN U TOPS FORM 30025 TOPS RM 30028 MOM LETTER OF TRANSMI! TAL Engineer*•Comr ctory a Constma tion Managers 5000 Southeast 25th Avenue Portland,Oregon 97202 DATE oe No, 503-232-4157 �' p l� FAX 503-234-4867 RE: TO REF. WE ARE SENDING YOU TIME FOLLOWING ITEMS: COPIES DESCRIPTION THESE ARE TRANSMITTED AS CHECKED BELOW FOR APPROVAL FOR REVIEW AND COMMENT RETURNED FOR CORRECTIONS �C FOR YOUR USE APPROVED AS SUBMITTED RESUBMIT' COPIES AS REQUESTED APPROVED AS NOTED REMARKS COPIES TO-, 1. F1, S. 2. 6. IF ENCLOSURES ARE NUT AS NOTED,KIN LY NOTIFY US AT ONCE 3. SIGNED SY;� /= INSPECTION NOTICE_ City of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection c Date Requested !' U Time /0°�A.M. P.M. Address --/�?).- '' 5� L ._ � e5__ = -tet-'-� Permit Owner_�L.-t /z,_ . _.--��' Lot Builder ��--- The following Building Code deficienc;e, are required to be corrected: �J•--- ems. `�. ____ ____- - __-� .� Presented to _ ❑ Approved i Inspect<)r d�� fl�'Disapprovec Date CALL FOR RF,INSPECTIOA' Lam}"(ES ONO lel FJ t1 'S.' — T0 - 90 FR I 1 1 : 1 7 -T 01-4 R JUFeGENS IL FtSSiC F 02 PPOVM MCDONALDS PTL 11 . 1�. 199(A ltit;,9 F. TIGARDl OREGON SCHOLL$ FERRY ROAD LC: 36-105 #9827 STC?M SEWER EASEMENT AGREEMENT THIS IS AN AGREEMENT, dated September 20, 1990, between SISTERS OF PROVIDENCE IN OREGON, d/b/a St. Vincent Hospital and Medical Centew, an Oregon nonprofit charitable corporation ("Grantor") end McDONALD'S CORPORATION, d Delaware corporation ("Grantee''). GRANTOR, for $10.00 and other valuable consideration received, hereby grants to Grantee a perpetual non-excl:lsive easement, appurtenant to certain property now owned by Grantee under $pet;ial Warranty Deed recorded on April 11, 1990, as nocl,ment No.90017852, Washington County, Oregon records ("adjoining property")$ for the purpose of installing, operating, maintaining, repairing, replacing and renewing a atorm sewer and related appurtenances, over, above, along, under, in and across the P-emis-es described under Exhibit A of this Agreement ("Easement Area") . WHERE GRANTEE'S facilities have been installed, n) trees, permanent -- buildings or other structures shall be planed in -ir allowed to encroach upon the Easement Area, and no change of grade elevation or any excavation shall be made thereon without the prior written approval of Grantee, which approval shall not be unreasonably withheld. GRANTOR covenants that Grantor has title to the Easement Area in fee slmple. THIS AGREEMENT shall run with the land and shall bind, and inure to the benefit of, Grantor' s and Grantee' s respective successorZ, and assigns. EXECUTED as of the date first herein specified. SISTERS OF PROVIDENCE McDONALD'S CORPORATION IN OREGON 4y: ce s ATTEST: ATT — ss sta ec ,j • 6306 /1 �� i �/"r O 9C � 265 �1 TIGARD BUILDING DEPARTMENT Request For FINAL approval on project. DATE: 9, 19- 70 There has been a request to give a final approval and occupir.ncy permit for the following project: _ f 117 Please check your respective file and verify if there Is any outstanding items that will prohibit approval of the request. If the request is denied, please .inform the applicant (or appropriate party) what needs to be dons+ to ^obtain the approval. PJV5i;iRiq/En g inee r iug Request: Approved By: Comments: _.. ._ PLEASE RETURN To THE BUILDING DEPARTHFUT Requested By: _� jr/tbuild_.f.BR O _r: F-. F — 1 . — + 0 M 1-1 t :-t _r r, hJ Fe _ J i_i R r F V.1 S :7Z. N S a r _ F1 _ 1 Jon R. Jurgeas & Associates Archit eclon/rlrnning . 13763 H%V COrMII RJ,Suit#C baland,Oreton 07220 303/67��•ocf3 FAX. sos/sz� lav FACSIMILECQuER .$HEET r To: DATE: _ �?0 MWE ---�.� Haat: - FAX REFERENCE: G'clr ' 9LPROJEL NOaol THE FOLLDVANG ITEMS ARE TRANSMITTED; � N� ITEM PAGES1BER DATED DOCWENT DESCR TION REM4XkS-_a4hQ l7W ZSP _ A cc: r Total number of rages sent JachL this o k are, If you recoive les. than the number of pages indicated,please cull our off;re, � c E P -- 1 T - �, L-o M 1-1 hJ R 4 .3 fl N P .5 1_I F? G E 1.4 S t . ►� r _ �• - -i 1 L-9000 Series The demands on today's construction professionals are changing quickly. Fast track building method:, distribution patterns,and new building codes and reltdre- c ments havo presented new chFIlenges to arehitec'%, rr engineers, specifiers, contractors, and distributors d well as manufacturers. In order to satisfy these needs, Schlage enginPc,rs set out to design and manuiicture a mortise lock that would meet these challenges, and maintain the c^.sistent quality that hss been the &-^hlage trade- mirk for over sixty years. Market reseal uh provided the specific design criteria for developrrlent of the new Serl9s Mor'Ise Lock. Schlage engineers designed a mortise lock that has one comm(n iock case for knob,lever and grip handle trim, providing greater versatility. In order to provide design flexibility, various trin1 combinations--knob by lover, lever by knob, etc.--can be specified on the same "L" lack case.-knother outstanding feature Is that these iF locks are non-handed allowing orders to be filled quickly at the dl�stributor level from stock on hand. "L' Locks 1 can be easily handed on-site without d1sassmmbiing the lock case The Schlays"L" Series Mortise lock line consists of knob, lever and grip handle designs, each available In a variety of keyed anO non-keyed functions, and in roost popular finishes,It is a complete U,l.Listed line arid can be specifled for application in offices, schoo;a, hospitals,hotels,and cunmerclal buildings,as weli es 0 residences and stores.Naturally,the"L"Lock meets the ANSI A156,13 speOication, making It the best choice ,or any building where security, safetv and design com- patibility are the prune consideratlo 1 Schlage'illi noty',L'Serles Mortise lock is a revolu„orary ► J answer to the.hanging needs of today's construction 1 professionals, i 2 I FF• — I-) t4 A O ra R _ Stopworks In Thumb Turn Unit COfroslon Protected Steel CBS!and Parts y Bass of Brom Armored Fronts 6 Pin Solid FIra'S Cylinder i^ Stainless.4tOtll 1` Throw Deadbolt r Non-Handed Auxiliary Guarder Catch ' Full 4"Lstchbnit Standard Non-Handed Knob, Lever.Grip Handle him Heavy Duty Anti-Friction tong JO—Standard Armor Front Adjustable for I Door Revel lock Hand Catch Screw i ion look Case) Fusible Link 801 Into Lock Case 3 =: EP - 1 7 -- '90 MC) P-4 R !SS .10 " R _TI_1RGE S-1 SSC: _ P _ 0-1 Lever Designs } Series lever designs are available In a variety of uonte+mporary and traditional styles providing flexibility It, hardware selection.All levers may be tspecltied with dlth-�r rose or escutcheon trim.All levers are solid cast brass. bronze,or stainless steel, f091r,15 /7 �7 ;/Ij l� • _e.Qrs Finieheg 403 416 416 423 6i)5 606 609 611 612 613 022 6'?5 826_ 629 63) 01 �.02 ■_ ■ ■ ■ -� ■ ■ - .._■ ■ ■ is `- a _ 03 ! ■ ■ ■ ■ ■ ■ •__ ■ ■ ■ rr • F• 05 d ^ ■ ■ ■ ■ ■ —� ■ ■ s ■ u - i _ ■ -�— 06 Lever aider Sample: I �Tv PAODt"T .O INNW OR KANUA8 LATCH $TgiKf DIM 3 RIN THKu A l R A o :1P3 -T-1 J Gee "How To Order"page 18 for complete details p.e ■.L.W -: E F — 1 7 — -a cr r-1 0 VA _ .J n N F? r 1_I F� r; E V4 �� =. .=: F F Deadlocks ANSI SohlaOe � ANSI Schleps D No, Description FED No. , Descriptlon �7 1. 458• a pDRMITORY/EXIT 3 L9460 I CYLINDER X THUMBTURN 86P � For Dormitory or Exit Door$. 8GFW t Deadlock. •Latchbolt retracted by lever or knob •Deadbolt thrown or n Inst ted ty key 14 from elthcr old#, outside Or thumbturn Inslde. ` -Deadbolt thrown or retracted by key L9462 ll• DOUBLE CYLINDER F16 outside or Inside thumbturn, I Double Cylinder Deadlock. 88T -Throwing deadbolt locks outside •Deadbolt operated by key from lever or knob. I either side -Rotating Inslde lever or knob unlocks outside lever or knob, L9463 jil � CLASSROOM LACK Classroom Deadlock, Lg485 OSET/STOREROOM I •Deadbolt throw,i or retracted by key For Closet or Storeroom Door. from outside. •Latchbolt retracted by lever or knob -inside cylinder turn retracts dead• ♦ ♦ from either side bolt but cannot project It. -Deadbolt thrown or retracted by w key outside. L9464 11�1 CYLINDER X BLANK Fill Deadlock, 8ES L9468 Storeroom oROOM Room DoorF14 •Deedbolt thrown or retracted by key ,k]For from ane side. Lstchbolt retracted by lever or knob •No trim on opooelte gilds 4 from either side-Deadbolt thrown or retracted by key from either Nide. L9473 I DORMITORY/BEDROOM LOCK F?t Features For Dormitory or Bedroom Doors. bee •Latchboll retracted by lever or knob Stopworke Functions ♦I 14 from either aide. ,by Turn Piece Deadbolt thrown or retracted by key outside or thumbturn Inslde. LatDeadboltchboll with ,'-Auxiliary(puerdodl Lnich ( L9486 3I4 HOTEL LOCK FT5 I, For Corridor Doors to Guest Rooms.•Laichbolt retracted by key outside Antl•Friclion Tongue or by lever or knob Inside.Outside 11 lever or knob always Axed, e�-r>.r+� •Dradbolt thrown or retracted by Inside thumbturn Whom deadbolt Is thrown,"DO NOT DISTURB"plate le dlsplayed• all keye become Inop- erative except emergency or dis- play keys •Tbrning Inside lever o•knob Symbols both deedbolt and latchbolt elmi�llAne0u01y. -Auxiliary latch deadlocks lalehboll when door Is Closed. .I Cylinder ' Turn plot e L9060 •� �Ir. APARTMENT ENTRANCE F09 For Apartment House or Office 86G Outside knob o•lever (I Cylinder turn ♦I �♦ Building Entrance Doors -l Alchbolt retracted by lever or knob Inside knob Cr lever (F Emergency turn 0100.0 Mom alter side unless outside Is locked by key from Inside, � wr rcuupencv Indicator -When locked,latchbolt rstrili by 3el!s spindle C r� key ou:eide or lever or knob Inelde. a. mo Two glees epin�!e -Auxiliary latch deadlocks when door is closed. _._...�.. L90flc INSTITUTION •I+ li. Product Identification: L 9 4 6 6 P Fa Permanently Locked PassApe 1 Doors L r Prefix For All Mortise Locksets and Lock Cases ♦I 4 -U1chbolt retracted by key from 9•Indicates Lock Series either side 4 s Pertains to Deadbolt Usage -Uver or knob on botn sides always 0 e No Deadboll Itnoperatlw 1 w Dummy Trim(No Latch,No Ueadboll) ((` •Auxiliary latch deadlocks latchbolt 4• 1-Throw Deadboll when door is closed. Be-Function(See Descriptions on Lock Drawings) •Available funCtlonsfor Grlp HanGle appllcetions. P-Cylinder SUM x(P-Full Face Cylinder with Compression Ring C w Concealed Cylinder R e Intorehengoeble Core Cylinder) *.� MIKA w 71 INSP�O`N NO E City of Tigard Building Department P.b. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection " Date Requested Address lime A.M. P.M. Permit # r!ll Owner Builder` Lot #` The followinq Buildinq Code deficiencies are required to be corrected:`~^ --� Presented to Inspector --- - - Approved ' Date _ i, //- -- I_I Disapproved CALL FOR REINSPECTION YES [] No MECHANICCIL 1)E R MIT CI1Y OF TIFA I PERMIT 11 L i00044 PRIM. PERMIT COMMUNITY DEVELOPMENT DEPARTMENT onew DATE ISSUEDs 09/06/90 64 13125 SW HMI Blvd. P.O.Box 23397,TiUmd,Or"m 97223 (603)639-4175 u.P !j 1 J q Iq Lo W W Irf LIJ Z 0 N.11'N 6 C G ri I OCK. . . LOT. . . . . . . . . .I CLASS OF W(.)RK. . :NEW FLOOR FURN. . . . EVAP COO'-ERS: TYPE OF' USE:- - :COM UNIT HEATERS. . : VENT FANS. . . z6 OCCUPANCY GRP. . .-B2 VENTS w/o npr,l_-. i VENT SYSTEMS: GTORI:S. . . . . . . . ..2 B 0 1 L E R S/GO M PR E S 9 0 R 6 HOODS. . . . . . . .. DOMES. INCINi /GAS)/ELE/ 3- J.5 HP. . . . P4 COMML. INCINr MAX INPUT: 1.r,0000 BTU 1530 HP. . . . : REPAIR UNIT'f-.)-. 1"'1 R E D A M PERS ?. . I Y 30-50 HP. . . . g WOODSTOVES. . : GAS PRE'SSURE. . . -_M 50+ I.W. . . . * CLO DRYERS. . : .3' NO. OF UNITS-------------- AIR HANDLING UNITS OTHER UNITS. t2 TURN ( 100K BTU.- 0= i0000 cfm-. J.l GAS OUTLETS. .-4 FURN )-100K BTU: 1 > 10000 cfm: Ppniarks: syiteni fc)r view 2--story bl(lq- PeWleV MeC11 iSStAF!(J SUt.)SOCILtellu permit tc) relocate flues for six boilers. Fees- $19. 50 Owrier: F E E S s'r. VINCENT HOSPITAL -type amount; k)y date reept 9205 SW BARNES RD I-71RMT $ 1.40. 00 PICK $ 35. 00 PORTLAND OR 97225 5PCT 11 ?.00 Pts one PAYM q; 182. 00 JLH 031231'10 PIRMI 1, 1.5. H0 Ccii-itra .tor: PLC K $ 3. 7`i CARROLL MECHANICAI... CONTR. INC. 5PCT $ 0. 75 21"305 SE 50TH AVE PORTLAND OR 97215 ......... P[ic)rie Oc 231--3842 $ 201. 50 TOTAL 33403 REQUIRED INSPECUTONS This permit is issued subject to the regulations contained in the Gas Lin(- Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other 11pr;1eirii.c,a! :Crispapplicable laws. All work will be donE in Accordance with heatingWit IrlsT approved plans. This permit will eypi; if work, is not started Coal.iiig Unt irisp within 168 days of issuance, or if work is suspended for more Duct lrispec�tion than 189 days. Duct Inspection .. .......... Fire Damper Irisp ....................... Final lr�spectic)n ........... - ...... )ermitt!ti SiqllAtU .. ... .......... .... ....... .... ISSUed ........... ...... Call for inspection 63`3-4:175 �I r>• s � CITY OF TICARD MECHANICAL PERMIT Receipt# Permit # 13125 SW IIAI,L BLVD- P. LVD_P. U. BOX 23397 Descrlpuon -- T I GARD, OR 97223 Table yA Mechanical Code QTY PRICE AMT (503)639-4175 1) Permit Fee -0- -0• 10.00 Name of Development 2) Supplemental Permit 3.00 r 1ACe a Ts�0(7/ Z 6L, Furnace to 100,000 BTU 6.00 Job Address I 11 incl.ducts&vents Addross I Z441Z �`'�i�/fC"//O��I L Furnace 100,000 BTU + -- Tax LM Map No. 2) / 7.50 S(, incl.ducts 8 vents Lot Bloc:c Subdivision - Name(or name of business) / 31 Floor Furnace 6.00 / / incl.vent Suspended heater,wall heater - Mailing Address Phone 4) 6.00 Owner or floor mounted heater Cityistaie zip 5) Vent not incl.in 3.00 appliance permit - Name for a:no of sinossi 6) Repair of heating,refrig., 6.00 cooling,absorption unit Mailing A dress Phone - 7) Boiler or comp to 3 HP 6.00 Occupant absorp.unit to 100,000 BTU Boiler or comp to 3 HP-15 HP C,Yty/Stale J T_ip g) 11.00 absorp.unit to 500,000 BTU —]— ) Boiler or Comp 15-30 HP 15.00 Name 9 absorp.unit 112-1 million Mailing Address <<,4 /. . lnc. Phone 10) Boiler or comp to 30-50 HP 22.5U 1/ absorp.unit 1 -1.75 million _ 5 E 5C) Boiler or comp to 50 HP 31.50 (;ontractor � P city/State LD 11) absorp.unit 1,750,000 BTU State Registraiion No. "( 77City Bus.Tax No. 12) Air handling unit to �� 4.50 9 i SU , 10,000 CFM 13) Air handling unit 7.50 t hereby acknowledge that I have read this application thal the information,given is 10,000CFM + ccrzeCII,that I am the owner or authorized agent of the owner,that plans submnted are in —-- - ccrnpriance with stato laws,that I am registered with the State Builders'Floard,that the 1 4) Non portable 4.50 number given is cared (I1 exempt from State registration please give season below). evaporate cooler Vent fan connected 3.00 to a single duct 16) Ventilationsystem not 4.50 included in appliance_permit ----- - ---- ---_ - __-- 17) Hood served by - --- 4.50 mechanical exhaust Signature(owner or.agent) ----� Date Dnmestic type 18) 7.50 Describe wo,k 1 addition [] alteration E] pair Elincinerator to be done resldentiat ❑ non-residential 0 — 19) Commercial or industrial 30.00 type inemef-ator Existing i Ise of Other i.e.,woodstove,water C� 450building or p�operly _ — 20) ;realer,solar,clothes dryers,etc. /•C Proposed use of building or property__ 21) Gas piping one to four outlets 2.00 Type of fuel-- oil IA natural gas LPG O electric — __ - 22) More than 4-per outlet NOTICE SUB-TOTAL �9� D6 THIS PERMIT BECOMES NULI AND VOID IF WORK OR CON 5%SURCHARGE STRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTF,UCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ,$ 4O ABANDONED FOR A PERIOD Or 180 DAYS AT ANY TIME AFTER TOTAL 6"o WORK IS COMMENCED. Special Conditions_.--------.,---._.----------- --- Datp issued by -- I f` CITY 13F -rIUARD RUI-EIFT (1177 PAYMENT RECEIPT NO. :90-1.11460 a I CHECK AMOUNT 19. Z-10 , NAME c BEWLEY MECHANICAL. ISYSTNC CASH AMOUNT r 0.(10 ADDRESS s 7721 SW CIRRUS DRIVE PAYMENT DATE 09/06/90 SLIT-.ID I V I S I ON i I PFAVEP'roN, oR 97c,cln,5-- J.',. 442 SW 90401-1.3 F-uRF-10c.3t: OF. PAYMENT AMOUNT PAIM Ptjf;POSF OF r"(%'(ME-.N,' AMOUNT FAID f, 0. 7!7o 9(..)- 0044 (K) (131 . SUILD FIEII PLAN r'HECK FE 75 TOTAL. AMOUNT PA I D (ATY OF TIGARD MECHANLCAL PERMIT 9Receipt 110 -eOy'7� Permit ll ity ;t 'liBdrd 1 31 15 SW Hall Blvd. Meallptfon P.O. Box 23397 Table 3A MaCharl"Coda QTY PRICK AMT I'igard OR 97223 b 19_4175 1) Permit Fee -0- -0- 10.00 2) Supplemental Pgrrnit 3.00 1) Furnace to 100,000 BTU incl. ducts & vents 6.00 2) Furnace 100,000 BTU + _ Name of Developmentincl. ducts & vent; 7.50 //! N .3) Floor Furnace ^� Addren incl. vent 6.00 Job - t �W -- ---- ----.-- Address Ta24 I Map o. 4) Suspended heater, wall heater Lot stock Suhdivlelon o, floor mounted heater _ 6.00 , 5) Vent not incl. in Name I or name of twelneee) appliance permit3.00 V_"r,l C ET- ra _�1E -- — - Mailing Address Phone 6) Repair of heat refrig., Owner %, ,_-� . cooling, absorption unit 6.00 - CRY/state — ' zip 7) Boiler nr comp to 3HP A _c� absorp. unit to 100,000 BTU 6.00 Name 8) Boiler or comp to 3HP-15HP absorp. unit to 500,000 BTU 11.00 Mailing Address Pl,dne 9) Boiler or comp 15-30 HP L C �1� !7.fo; >t_ absorp. unit V2--1 million ][5.00 Contractor clty;Slele ap 10) Boiler or comp 30-50 HP —4\y&e7-6N ')7005" absorp. unit 1--1.75 million _ 22_50 State �sttration No. City Bus. Tax No. 11) Boiler or comp 50 F ° p _ -- - :3g-,5 Z_ absorp. unit 1,750,000 BTU 31.50 I hereby acknowledge that I have read this appllcanon that the Intormatlon 12) Air handling unit to given Is correct, that I am the owner or authorized agent of the owner. that 10,060 CFM 4.50 plans submitted err• In compliance with State laws, that I am registered with __. .. _ the Stater Fiuildere Board, that the number given Is correct. (it exempt 13) Air handling unit Irom State registration please give reason below). 10,600 CFM + 7.50 14) Non portable _ evaporate cooler _ 4.50 _ 15) Vent fan connected to a single duct _ 3.00 _ 15) Ventilation system not Signator© (owner o age tl i Date included in appliance permit _—_ 4_50 17) Hood served by 1 Describe work ❑ additionLJ alteration, repair❑ mechanical exhaust 4.50 to be done residential CJ non—residential ❑ 18) Domestic type Existing use of ,A�AA..,,,, incinerator 7.50 ` building or property 44LI 19) Commercial or industrial Proposed use of type incinerator 30.00 bull. ng or property __111th -- 20) Other i.e., woodstove, water Type of fuel — oil F1 natural gas ►, LPG[] electric[] heater, solar, clothes dryers, etc. 4,50 21) Gas piping one to four outlets 2.00 NOTICE - rHIS PERMIT BECOMES NULL AND VOID IF WORK OR 22)_ More than 4-per outlet —_ CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIFI —' _UB TOTAL 180 DAYS, OR IF t.ONSTRUCTION OR WORK IS SUSPENDED <, ♦% SURCHARGE OR ABANDONED FOR i PERIOD OF 180 DAYS AT ANY — ---- ---- -TIME AFTER WORK IS COMMENCED PLAN REVIEW 25'%OF SUB_0TAL I /. TGTAL Special Conditions �� nnle i;niiert / by _ t 1 L W a t; I 1 �U a' W OR t. 92 R J J �17 Ill 1 m 1 1 U o � J O : sL W cc E3 ,, u) �fi „ STATE OF OREGON E'UILDING CODES AGENCY 1535 EDGEWATER NW SALEM, OREGON 97310 PH: 513-378-8006 ELEVATOR INSPECTION REPORT E O :Q L-��E�1E�J ELEVATOR NO. �! 00i S E C �2 s�s .z `- , c� 1 Gln// G MFR.JOB NO. V A A T _r / C1 1-lam APPROVAL DATE: T I ELEVATOR NO.THATAPMOVED O O r_ _.— _ IF MORE THAN ONE INSTALLED R N OOPY OF REPORT.- 1 _ --- -- - O �T-- •t � TSri 6�. dl�1 ��;�.r1� ---& N A40 921)E 'NSPECTiON HAS REVEALED THE FOLLOWING VARIATIONS FROM MINIMUM SAFETY STANDARDS. r OL Ale_ ---�� e�7 I c d Kl L � 1 T}�l S l� X1 i/ E C'( NO PERSON SHALL PLACE IN SERVICE.A NEW OR ALTERED ELEVATOR WITHOUT A CURRENT OPERATING PERMIT ISSUED AFTER A SATISFACTORY ACCEPTANCE INSPECTION MADE BY THE AGENCY AND SATISFACTORY ACCEPTANCE TESTS PERFORMED IN THE PRESF A MEF ER OF VE AGENCY S STAFF OF ELEVATOR INSPECTORS. ORS 46,2 045-(5) Inspector __-- ENC-ODate of Inspection Accompanied by L� Interviewed 13CA 4702 161 REV 9/88 Jon R. Jurgens & Associates Architect ure/PiannIn1k 13765 NW Cornell Rd.,Suite C Portland,Oregon 97229 503/626.0695 ------------------ TRANSMITTA TO: George Steele DATE: July 19, 1990 City of'f igard 13125 S.W. doll Street Tigard, OR 97223 REFERENCE: ST. VINCENT - SCI IOLLS MOB PROJECT NO,: 87133 COPIES DATED TITLE(S) 1 Each Addenda 1, 2, 3 & 4 1 Fach Field Orders 1, 2 & E1 i I REMARKS: Per your request. i -- — Don Char 1 w TIGA_RD gyjlLnING DEPART!dENT Request for FINAL approval on project. DATE: There has been a request to give a final a following project: - _ pproval and occupancy Permit for the Please cheek your respectivefile and verify tf there is any outstanding itema that will prohibit approval of the request.. If the request is denied, please .inform the applicant (or appropriate party) what needs to be done ho obtain the approval. Planning/Engineering Request: Approved By: Comments: -- —-------- PLEASE RETURN TO THE BUILDING DEPARTMENT ONLY WHEN APPROVED Requested By: _'e-ec_ jr/tbuild--d.BR �� TIGARD BUILDING DEPARTMENT Request for FINAL approval on project. DATE: There has been a request to give a final approval and occupancy permit for the following project: t 13vf' S 9 Zi.S-S Please check your respective file and verify �f there is any outstanding itema that will prohibit approval of the request. If the request is denied, please inform the applicalit (or appropriate p .rty) what needs to be done to obtain the approval. , p 1' PP -�"_,-{t-1 i 1t a�P� �o� T,V, �cst £ `tree as,�eu,I Planning/Enylnee.ring,� R l l ( �_ Request: APp Ove By= .. ` Comments: NOW I-zO9ffe= PLEASE RETURN Tr THE BUILDING DEPARTMENT ONLY WHEN APPROVED Requested By: �� ^ jr/tbui?d-d.BR TIGARD BUILDING DE:PARTME SIT Request for FINAL approval on project. DATE: There has been a request to give a final approval and occupancy permit for the following project: -::57'7' Please check your respective file and verify if there is any outstanding items that will prohibit approval of the request. if the request is denied, please inform the applicant (or appropriate party) what needs to be done to obtain the approval. Planning/Engineering Request: W v Approved By: � - Comments: --_-- 7- -__-- — PLEASE RETURN TO THE BUILDING DEPARTMENT ONLY WHEN APPROVED Requested By: v =: jr/tbui.ld-d.BR 9 TIGA:.D BUILDING DEPARTMENT Request for FINAL approval on project. DATE& 7- There There has been a request to give a final approval and occupancy permit for the following project: -75? — - `— Please cheek your respective file and verify if therp is any outstanding items that will prohibit, approval of the request. If the request is denied, please inform the applicant (or appropriate party) what needs to be done to obtain the apI roval. Planning/Engineerin 0 Request.: —� JApp!vy �By$ 1 Comments: 1n L ' c n - GM PLEASE RETURN TO THE BUILDING DEPARTMENT ONLY WHEN APPROVED / ?L/ ��,.� � ,.. , , c�.f ; na., /1,fA,,..c.e,,e.,�,t.,.•r � � _.add''^^ d.) � /I�f./�e r..�,tA� �L�'�A.f....,.-.s-✓L.� L �c�^".�.'_•��'<N�L"K �1..-...� � . �( Requested By: jrftbuild-d.SR INSPECTION NOTICE' City of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection //,,�'�,,c�,. �L — Cate Requested_.`.—��" �- — Time,-7d A.M. _P.M. Address �/1L1�o� �1� Permit # �1.r" Owner - —��_��— ------- -- / Lot # _ Builder . --- The following Building Code deficienci:s are required to be corrected: ------- ---- IF Presented Lo �._� _ �c Approved Inspector __.__....._-__ Disapproved Date _ -- - - CALL FOR REINSPECTION YES 0 NO INSPECTION NOTICE City of Tigard 3uilding Department P.O. Box 23397 Tigard, Oregon 97223 ^ Phone: 639-4175 i Type of Inspection — Date Requested _ L —� Time �jP.M. Address I� �H�— , M4 Owner _—y�j Lot # Builder The following Building Code deficiencies are required to be corrected: CL��Lc CD (.. 14 rd S bxc�tv AI r' ' ✓_ Presented to proved Inspector — [_J Disapproved Date — CALI, FOR RFINSFZCTION ❑ YES ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection . �. qy�� ? 017 Date Requested__ — a Tirpiy _ Address ermi � Owner -__ -—�_---------- —_ Lot # _ Builder The fallowing Building Code deficiencies are required to be corrected: 4 Presented to Approved Inspector ❑ bisepproved Date _ /y CALL` FOR REINSPECTION ❑ YES ❑ NO f I INSPECTION NOTICE City of Tigard Building Departmen P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 i --- Type of Inspection Date Requested Ti C A.L �!�L � Address / Lot # Owner Builder The following Building Code deficiencies are required to corrected: /rte"�➢��./ Presented to rye — -_–__-__ pproved Inspector Disapproved Date - = '--= f ----- — CALL FF'OR REINSPECTION ❑ YES ❑ NO I Aped INSPECT OTICE City of Tigard BuildingDepartment p ment N.O. Box 233E Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection _ Date Requested_ "�� 11 IT-- Time A.M. 01 Address �Pefmi� Owner Lot # Builder The following Building Code deficiencies are required to be corrected: --��- ''resented to ------ Inspector Apprc,ed Data Disapproved -��-` - - CALL FOR REINSPECTION ❑ YES ❑ NO r. (CITY OF TIC�%A RD OREGON urge Stsele s-,io-9 eBuWinq lnspPCtor ,e' Ccxnmunity DevelOPment Depar"*nt Z (OA4 13125 S.W. Hall Rid, P O. Box 23397 1lgt ird, ()regan 97223 (503) 639-4171 f. it �- 7 I<vo mC3H �G ' HW-1 r 375 MBH v HW-2 375 MBH G Ac R ti A MAXIMUM PIPS RUN ISO/ r �., EQUIVALENT LENGTH OW-0 \ 9/0 CFH G /G GAS METER f � . , GAS RISER �M SCALE: NONE A .. Al) , .. . , .. «� .fir•_ •�r,.;. I low -JL PWA MM L A'. 5x 5 I i I -tfcf,,l � IT�G I 4 s I Ms I I I I SpptNKLER RISER I I I I ELEC. BELL I 2V.AV-I —_ W I � I ---� c �M 300 (TYP x OF 4) M2 4 M7 C,P-1 i I� �aN/fit I 1 I I ,I I I4"x4' /-- I I _ I I G I I _ I I I I _ I I I I sim E 1404 I�� 400 , ,o I 3/4 R ��i.Crl 2"N I f1-1/2"V 1 AP-1 -1/ rs T12x12 EXH. DUCT IC� 9w 0 1 a z)�-1 I �� I I . 17x14 1 Lei-- 4' __ DF-1 .__ 24 x I Gj �>`fitoM 02 r - - - - (Tye L31 -- I � 15x18 ---rt- '�fZ.dt��Itia�.!-fo c�x22-r+�W..1 JvltifS - 1_1/ 'VALVE CCA'ppgLo 3"V A aex.lg II 13,c.22 Itl'fv'fO�J 2-1/2„x, I I I Cf x LOA DED 'f4 _ _ 4"WCO at'SH 2X12 I ^ - � 12W-4 a aM (� p�Atc�� > p 1 FLD-1 9' W --joI�IfS 1 Ti4sz 1 I:+rt4 1 _ I �3--V 4„r„ �1-- 1 O VALVE IP�xI(o ll�o IwW - ��--- 170 -FLD SET O 44 DEG. F S�NSOR IN CRAWL SPACE xB To PLIA,W I NG NOT SI+OYAI- --�� axe FOR CLARITY,SIMILAR 4W Q" TO FIRST FLOOR OFFSET VENTS AS ( I (2X12 NEDDED TO MISS n DUCTS DF-1 -- -s— J 1Ox10- 100 T�a►.1r+:'�iON '10 (�) 13x2[7 x� _ 4W y TRA,1J51 f Iv1J (3J 13 x 22 r4e,�,,Y- v�tE�l '�ti�al � f IGA11,04 'fo �-, 4�� i IvxlS � 463x 2-4 —►df-� Fra I U= Llp�IQ-To 5x12 1 Too I - 4 -4 Sl-Ot 121% FSS 2 wdI-( I -i e x 16 UP b TO REF-1 -- — _ I 2 _ T- -r — �Vl/ I�iEs41QAL I�(i I =--__� — I MS TYF' VALVE I I B I 2z-).c 14 �l i � E � SO T � 12x12 EXH- DUCT 31 $b 1�4"NF1' Sl0 i 1'4"" -- - - -- - - - - - - - - O , 14` I 15x15 — uP'-T6 R -3-- 30x 14tl � I • 15x22 - t 15x22 1_1/2 ' VALVE14 l 1 I 4LO I f+�C- ' _ c r✓ I — ----- — _----- I 2 t NRf J AC-2 200 200 10x10 foviFLD;-1 v -- _�_ A,G._- 0-4 � MS wall i �`�� I�xlca l."��G� II•-1SO • 1 vAL.VE�c� I ►.l i INSPECTION NOTICE y Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection Date Requested —Q= _ Tima A.M.----P.M. -7 LQti. Address � y _ , Permit #_O9 - Owner ._ lot # / Builder _---- lc-y.-A 1,4'— The following Building Code deficiencies are required to he corrected: Presented to [ Approved Inspector i- _ ❑ Disapproved Date -- CALL FOR REINSPECTION ❑ YEs C1 NO I i INSPECTION�CE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection 7 Time— A.M. Date Requested it# - � Address — _1 L L _��e"�:�.�� Lot Owner — #— — --- Builder The following Building Code deficiencies are required to ha corrected: - - V -------------- 00 i Approved Presented to -- --"--' v"�� Disapproved Inspector e- , Date CALL FOR REINSPECTION CI YES ❑ NO INSPECTION NOTICE City of Tigard Building Department F.U. Box 233Q7 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection __.—_ t �L.��i,__1 � �. � �✓ Date Requested G Tl me A.M. P.M. Address Z Y q Z- 4,4/ Permit Owner _ �� _Z ,c -,�, - _ Lot # Builder The following Building Code deficiencies are required to be corrected: ---- -�- -.. __ - - -- Presented to Approved Inspector --- - _ ❑ Disapproved Date - CALL FOR REINSPECTION 0 YER ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 n Type of Inspection _ Date Requested - --__� / _ _ Time _ M. ��P.'M.� Address ---- - �.:/ f� �(�/SLI- -I� - �0Fmi�i D.1_,J Owner - ---- -- -- -r�'— Lot # Builder The following Building Code deficiencies are required to be corrected: Lit All",— Presented to --_ --- -_ - _--_- Approved Inspector ` p ''� -- --__ _ ---- -- - .� � I Disapproved Date CALL FOR .REINSPEC I ION ❑ YES 0 NO CARRLL MECHANICAL CONTRACTORS, INC. 2305 S.E. 50th Avenue PORTLAND, OREGON 97215 DATE 5/7/90 _-- (503) 231.3842 ATTENTION eorgeS eeTe Fax (503) 231.09:)0 _— --- TO City of Tigard rE St. Vincent Scholls Ferry _ --- -- _-__ _- - Medical Center WE ARE SENDIfJG YOU ck Attached Under separate cover via _______— -- the following items. I* Shop drawings l ! Prints C 1 Plans L_1 Samples I I Specifications ❑ Copy of letter 1 1 Change order Ll_— -------- -- ---- DESCRIFIT ICII COPIES DATE NO. ----- 1 (;as Piling Lay out & Si7in9 -- 1 I HFSE ARE. TVANSMITTED as checked below: 1L1 For approval ❑ Approved as submitted 0 Resubmit copies fog approval )CJ For your use ❑ Approved as noted ❑ Submit copies for distribution Ek As requested ❑ Returned for corrections ❑ Return —corrected prints ❑ For review and comment L7 ---- ----- - - -- L7 FOR BIDS DiJE ___19 _- - I PRINTS RETURNED AFTER LOAN TO US f2EMARKS------ -- �Tv rtnl❑u _ _ COPY TO- - - SIGNEu: John Fuss If enclosures e1• not •e noted, kindly RORY us Of once. nIIOIXICI 710? �?IK Glbi e.i I11' INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigar 1. Oregon 97223 Pho/n e: 639-4175 1r/ Type of Inspection_ Date Reques)teeddj�6Time ._. �A�M.._ P.M. Address �sx=�v� ( Wtcc b'4-X1 S Owner _ _ Lot /#:{r�' Builder G�% / ) The following Building Code dzficiencies are required to be corrected: �;�� -a✓�ice;; /ACL._:s`r� T'a�rr 5 !'' ��D��uaD�n� T` presented to pproved Inspector �%�- ! � [J Disapproved Date CALL FOR REINSPECTION [ ] YES [-I NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 _ Tigard, Oregon 97223 c�\ Phone: 639-4175 Type of Inspealian C ` -- Date Requested u ' ° Time—,Z—_ A.M. -P.M. Address �_ Permit Owner Lot #. Buildar �— The following Building Code deficiencies are required to be corrected: Presented to [1] Approved Inspector9 Disapproved Date Datl f C _ CALL FOR REINSPECTION Cl YES C__Jl NO INSPECTION NOTICE City of Tigard Building Department 1 / P,O. Box 23397 Y (Tigard. Oregon 97223 Phone 639-4175 Type of Invpectt6Yf — -- .,�/ Date Requested / r >��,,_ Time__— AM. Address / ' .� Permit #L _ Owner `_,__ Lot #_" Builder ----------- The following Building Code deficiencies are required to be corrected: Pies,nted to _-_ Approved Inspector _ Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO sAlf ' ' INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 972.23 Phone: 639-4175 ` Type of Inspe,.tion — Date Requested__-1 cP �U _ Time_ J` A.M._ __P.M. Address --- Owner _ -_--_____ Lot BuilderThe following Building Code deficiencies are required to be corrected: 3 -- � - u � Presented to �_,��Approved Inspector —�.___�—.— CJ Disapproved nrte �f�25 io CALL _OPORR REINSPECTION ?- YES 0 NO �* q� TUALATIN VALLEY FIRE do RESCUE ,�•�'' �� AND BEAVERTON FIRE DEPARTMENT � > FIRE MARSHALS OFFICE (503) 526-2469 POSTED: .� OOCCUPANT � + CONTRACTOR _ !BLDG. PERMIT 0_y PROJECT NAME PLAN REVIEW 0 LOCATION '� L J '� \rlJ. S �F2 c-7,•y,� JURISDICTION: 1= Be. 2= Du, 3= K.C. �_ T 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood' Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other i —_._.____,�_�_ ; -�,G// 2f�2vr�✓�ic-�.. yi2�.��';. 9/mss..,.... � �-�7iL. Dater z f Inspector: _ t z 7 3 J INSPECTION NOTICE (� City of Tigard Building Department 1 P.O Box 2.3397 Tigard, Oregon 97223 Phone. 639-4175 Type of Inspection Date Requested _ T:me A.M._ P.M. Address — _ f� Permit Owner —. - - Lot # Builder The following Building Code deficiencies are required to be corrected: 17 ----7 7^ Presenied to _ —_ I I Approved Inspector Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO APR - '1 :3 h1r} FJ 1 E• 4 P a 1 V WORMRL t Zeal S E {,OHILLER f AOp?I,►NG QN 97202 FIRE SYSTEM8, INC. ice;2311,2A TCJ_FCOPIER COVER LF-TTrR DATE _ , TOTAL NO. OF PAGES= (including this page) T0: - - COMPANY: C" F A x NC). 1`l30M: -- -- � c -- --- MESSAGE s ._. �—.. �.�._____. � •-�., �- TLl_LCOPIER NUMBER: WnRMALD TIRE SYSTEMS - FAXM: (503) 2.33-9240 PHONE NO* % (503) 233-7126 NO 1 t: IF YOU DO NOT RRCE i VE ALL OF THE PAGES INDICATED ABOVE, PLE AGC CALL AS SOON AS POSSIBLE. PR. - 23 - 90 r•147 P 02 'Wes 2KmPGR 9 F. SON 97R POgi:wQ ON 9272 FIRE SYSTEMS, INC. �I I�'i 23�•''?° f April 23, 1990 Consolidated Fire and Rw-sctile 4755 SW Griffith Driver SuitRe Z'IC) Beaverton, OR 9i'i05 Attention: Jerry PL:nyan Reference: St, Vincent% Medical 04fice Building, Tigard, OR Wc-'rmald ,'ot, No. : 23000939 OR-r,t1 Fm?n: Per your recent site visitation to the abgve referenced project yc�� requested additional automatic fire sprinkle.-s within the ve,-tical mechanical shaft. Please reference the attached copy of tJF"F'A M13, Section 4-4. 7. 1 . 1 which states that if the shaft is nrin combustible no heads would be regi.tired. The vertical shaft At "-his project is t0tI.11y non -combustible along with the contents which are nor-combU%tible• duct risers. 'r)e req,terA-. that ommision of sprinklers be accepted in view of tF Ess facts. F'1 eCe call if yok ave any questions. YOUrS truly, wORI9AL.D FIRE SY"S�rt`MS Jeff M - Pr anch Lead Designer .1M/cf Enclosi_Ire ace Mccormack Pacific-- Gar lard Lconey c I VZILI 248 AUTOMATIC SPRINKLER SYSTEMS HANDBOIIK �'-� NFPA 13—SPACING, .. A X1.7 rib"'Itort, Sts'.". and Clnnr rlrpni'r�gc � � t)IaCinA 5pri.nklers close to --� /� arcaunder the opening may be (� 4-4. .1 Vertical Shafts...--- „ .��.�� ” discussed under the heading of VC, 4-4.7,1 1 One sprinkler shall be inst2llcd at the 10,p Of all shafts. opi!?lpgg Large openings -.re add r>_ 5p;inklerc are to be provided at the top of all shafts used for . elevmcirs r1r stairs: or other shafts open to more than one floor,''Aat 7.2` Stairways. Conc(•:+ltd combustible shafts must be sprinklered; concealed , � �• �" shafts of noncombustible construction and contents in a suits, '' A 4.4.7.2 floor or Nvall openings tend bly rated enclosure do not requi;e sprinklers. Y drafts,or other structural conditions tha- Codc<-that cover elevator design do not permit water dis-'r, o.hiatic sprinklers by preventing th char a it elew•ator shafts until electrical ower to the elevator. tt,e•nre,should be properly stopped in e g Int by local sprinklers. cab has been secured. This nece$sitatc-t ome special arrange- ment, such as a preaction s)•stem, to protect such shafts. r ,7,2.1 Stalra•;,ys of comb,usdble c derneath, r-hether risers are open or 4-4.7.1.2" %When vertical shifts have combustible s e!-s, one sprinkler shall be installed at each alternate floor level. When a shaft having 1,7;2.2 Stainvoy<, of noncombustib corribustihle surfaces Is trapped, an additional s rinklcr shall be installed ,,."' pp p ange beneath sh-.,l he sprinklr_red. the top or each trapped section. } 4,7.2.3• 'When moving stalrways, s The adeAtional sprinklers for Rhnfts with combustible sides �; ut unenclosed, the f, oi openings irivol must he placed to effectively d-et the combustible .. � combination with closely stpxed spr- Come cic%•ator and stair shafts v4 equipped with floor level trap � rt doors; in this case, sprinklers are, rego1red at the ceiling of each . ' The draft stope sh.11 be located Immec level. to b°at least 18 in (451 mm) deep,and sh e.. le material that mill stay in place befc � Sprinklers shall ':,e si paced riot more cha. A-4"4.7.1,2 'When practicable, sprinklers _s P should bre —,izecred at the r, 12 in. (152 t, 303 min) from the dr: alternatc Floor levels, particul:,rly when only one sprinkler is installed of penin,, to form a water curt in. Sprin each Floor icvel. r)'drau,ically designed to provide a r (37.1.,'m 4-4,7.1.3 When accessible shafts hive noncombustible surfaces, one ;,�gpm (55G.86.8 of Nater curtain, with L/min). The number of sprinkler shall be Installed near the bottom. 'urtaln shall be the number In the It ,xrallcl to the branch lines in the deli; Formal Interpretation iter supply for these sprinklers sh: ' required for the arca of operation in hyd Quesrlort; Is it the Intention of 4.4.7.71.3 to require protection at: ytci supply required as determined it the bottom of a noncombustible elevator shift, not having directs� plies shall be balanced to the high access? .. n' �rinklcrs shall be nominal 'A W, "/,6 i, � e cioser'than G ft (1.8 m), cross baff Ansiver; Yes. ;; 1 "i 4 4.18. When sprinklers in the r m) from the Nater curtain, it ma Refuse has a tendency to collect at the bottom of shafts- A rtaln sprinkicrs in recessed baffle pc properly located sprinkler will control a fire !.n such material. ' - ceprio)t: Clc�.cely spaced sprinkler 4-4.7.1.4 When vertical opr_nings ape not protected by stanthrd er,clo !tags such as th,n.ce found in shot sures, s[irinklers shall be so placed as So fully cover them. This neces!.itates Isar shilCltrrpS tN✓Jfre all ndjoinin� placing -sprinklers close to such openings at each Floor level. urontaric sprinkles in accordance iu, t t Jon R. Jurgens & Associates Arclhi:reture/Planning i1765 NW Cornell Road,Suite C Portland,Oregon 97229 • (5W1616-0695 ARCHITF,CTS _�_.�--------__--- ELECTRICAL FIELD NUMBER: E-1 ORDER PROJECT: SCHOLI,S FERRY M.O.B. DATE: April 19, 1990 OWNER: St. Vincent Hospital ARCHITECT'S NO.: 87133 TO: Warren Simpson St. Vincent Hospital 9205 S.W. Barnes Portland, OR 97225 You are hereby directed to execute promptly this Field Order which interprets the changes in the Work without :hinge io� Contract Sum or Contrart"Time. if you consider (hat a change in Contract Sum or Contract Time is required,pleasc submit your itemized proposal to the Architect immediately and before proceeding with this Work. if your proposal is found to be satisfactory and in proper order. this rield Order will in that event by superceded by a Change Order. DESCRIPTION: E1.01 Sheet E2, First Floor Corridor and Sheet E3, Second Floor Corridor: Delete (12) 2 x 4 fluorescent light fixtures (A1). E1.02 Sheet E4, First Floor Corridor and Sheet E5, Second Floor: Delete all outlets, signals and al! other electrically related items within the corridor. E1.03 Sheet )r3, South Stairway: Delete light fixture Cl within the stairway. Relocate one of 2 x 4 fluorescent fixtures �A 1) from corridor to stairway ceiling. See Drawing R 1 f(ir iocahon. El.( l if all materials related to this Field Order have been purchased, the deletion shall he limited to labor only. All ,urchased material sh;tll he safely stored and secured on site of wiJiin the building. A iTACHMEN7:S: Drawing R-21 ARCHITECT: Jon R. Jurgens & Associates BY: Don Chawdt cc: Dennis McCarty, Excalibur Electric i • 24 ITV otI •� w AD 1 Jon R. ,]urgens & Associates Architecture/Planning 13765 NW Cornell Rued Si lte C Portland,Orepit 97229 • (5113)626-0675 ARCHITECTS FIELD NUMBER: 2 ORDER PROJECT: SCHOLLS FERRY MOB DATE: April 17, 1990 OWNER: St. Vincent Hospital ARCHITECT'S PROJECT NO.: 87133 TO: Waren Simpson St. Vincent hospital 9205 S.W. Barnes Itd. Portland, OR 97225 You arc hereby directed to executepromptly this Field Order which interprets the changes in the Work without change in Contract Sum or Cowraci Time. If you consider that a change in Contract Sum or Contract Time is required, rleiise submit your m iteized pro oral to the Architect immediately and I -fore pvc cecdin with Ibis Work. if your proposal is found to be satisfactory and in proper order, this Field �rdcr will it that event be superceded by a Change Order. DESCRIPTION: (Here insert a written description of the interpretation or change) See Attachment "A" ATTACHMENTS: Drawings R-16, R-17, R-18, R-19 and R-20 ARCHITECT: Jon R. Jurgens & Assvciates BY Don Chan t ytW Woi�.v�.W�M1tulW16wwwc�+www+wwsk+.aWw.t�•sA.•.atsYMi/Mi�rWwYbWNYP'w.st«Mao d i ATTACHMENT"A" Scholls Ferry M.O.B. Field Order #2 F.U. 2.01 Drawing Sheets 4.1, 4.2, 2/6.1, 8.1, M2, M3: Delete construction of one-hour rated Corridor 103 and 206. Deletion shall include all interior finishes, acoustical ceilin and mechanical installation. Contractor shall provide cost breakdown of all items related to this deletion. See Drawings R-16 and R-17 for scope of deletion. Doors 103A, 103B, 206A, 206B all listed doors. frames and hardware to be stored on site. Credit owner for labor for door installation. All purchased mechanical, plumbing and any other building materials shall be security stored inside of the building for the owner. F.O. 2.02 Specification Section 00520. Delete construction sign. F.O. 2.03 Add 1" dimension to brick SW'. at all window conditions due to row lock cousing. Adjust window height as required. F.O. 2.04 Storm drain as per original document. Connect all building roof drains to storm drain system at convenient location at no extra coat to owner. See Drawing R-18. F.O. 2.05 Drawing Sheet #2.5: Delete 3/4" diameter copper irrigation main lines, master gate valve, and Irrigation Zones 15 and 16. Add �2) frost-roof moss bibbs at north and south sides of building. Verify locations with Architect's Drawing R-19. F.O. 2.06 Detail i0/7..1: Revise vanity panel from 5-1/2" height to 5" height. Protect all exposed hot plumbing with protective guards per handicapped requirement. F.O. 2.07 Drawing Sheet 5.1. - Northe -ind Past elevations approximately T-0" x T-0" diamond shape window ,,nrefront system at the penthouse area. See Drawing R-20. m�Qui Wl/ V UUUW U i Li I 1 CL 40 ui LLJ A�7 OP co TT LL s I � I � Co T cc r y dip 4 sll c J M s � 044 C>.Cs 011 rd W ` LL cl u Al ilV N • (1 r y Z N N N WV V �+ t �. 0 z > LU L4 w CC Ld l; W (1" —-- -- 0 n 7 � W oZ rN 7pa d I 11 W -,Z5 —` —I -V Z V 7 -�_r- �� • I I W�Q 5(c � N Qolo �3n�i ui W 3 �0 � x qW1 4w 1w, low I, ..n wrnurrrrr. .u. .ei..u.rrrrruuuu.rnnurrunnuaurr u.�. n s 04 Ir z ou N WLzu N a4 4 i i yI 4 t s �I R INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested--------</ Tirrig- A.M. P.M. Address/'�? Permit Owner Lot Builder The following Building Code deficiencies are required to be corrected: 4n ----------- Prerented to Approved Inspector Disapproved Date CALL FOR REINSPECTION U YES M NO aff qw +w�mow �PtIN v,4` TUALATIN VALLEY FIRE & jtESCUE AND ~ � i BEAVERTON FIRE DEPARTMENT _ FIRE MARSHALS OFFICE (503) 526-2469 POSTED: 4R OCCUPANT L 7- C/1 j1 LC Iy T' �-�GN01 {, 5 ►=t hl;'( hlt�ilKl�- �Klt/i. CONTRACTOR BLDG. PERMIT # 5 -006 PROJECT NAME PLAN REVIEW 1k_ LOCATION �� 1 .�, ":moi✓ 5c 404.t5 FR JURISDICTION: 1= Be, 2= Du. 3= K,C. E- 9 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL ( SPECJAI. 1 FOLLOW-UP!REINSPECTION ATTEMPTED FINAL s V41 Framing Separation Walls Sprinkler System El Shaft El Fire Dampers ( (Overhead/Underground) Ala,.m System u Hood' Extug Syste,ns Con.fertnce IJ Spray Booth Ceiling Cover Other G � .Date:— '�"i ��t __ - Inspeotc-•,: (•` 1,�, ji 1?)7 -- INSPECTION NOTICE I City of Tigard Building Depmrtment !! P.O. Box 23397 Tigard, Cregon 9722.3 �� 1 Phone: 639-4175 Type o , Tim Date Requested_�f 7 l� - er .M. _P.M. AddressPermit L t ��c�s% —_.l•�� - '` � Owner Lot #__ BuilderThe following Building Code deficiencies are required to be corrected: Presented to _._._- Approved Inspector ��'� –�r ---_.. �..] Disapproved Date -- CALL FOR REINSPECTION ❑ YES ❑ NO INSPECTION NOTICE. City of Tigard Building Department P.C . Box 23397 Tigard, Oregon 97223 Phone: 639-4175 'type of Inspection Date Requested Ti M11! �"— M. P.M. -�-� w-� _ Address __,� ll —�'��=i Permit # Lot # Owner Builder The following Building Code deficiencies are required to be corrected: Presented to --- [Z Approved Inspector —_ Ll Disapproved TDate —2 -- CALL FOR REINSPECTION n YES 0 NO CITYoF TIGArRD MECkANICAL ,TfW. "'RMIT .3 COMMUNITY DEVELOPMENT DEPARTMENT r-1170,CF PE 13126SWVWlBlvd. P.O.BOX 23397,T1Wd,01gon 97223(503)63&41 (AMOM ID PER 111 T MEC90 0044 -4171 75 V,R I lyl. 1)A T SITE ADDRESS. . . g ---- 12442 SW SC[iot..L..E, 17. , SUBDTVISION. . . . ERRY RD BLOCK. . . . . . . . . PARCEL.- 1S134BC--00401 LUT. . . . . . . . . . . . . ZONING# CLASS OF WORK, . ;NEW TYPE OF USE:. . . . :COM FLOOR FURN. . . OCCUVIANCY GRp. . sBL, UNIT' HEATERS. EVAp COOLERS: I . -STORIE.S. . . . . . . VENTS W/o Appj. VENT FANS. . . �6 V-UE-L TYPES . 32 BOILERS/cOMpRESSORS VENT SYSTEMS: /GAS/ELE, HOODS. . . . . . . DOMES_ MAX INPUTz.,' W@O@ BTU 3-15 HP. . . . 94 INCIN: DAMPERS?. . :Y 15---30 Hp. . . . .. COMML- INCIN: GAS PRESSURE. . . IM 30-50 HP. REV'AIR UN I'I s, NO. OF50+ HP. WOODS'j-oVCr,. 1''URN ( 1001', BTU-. AIR HANDLINC, UN 1.1.E, CLO DRYERS. VURN )=100j< EI-jU1j 1-0000 efIll.. .I.J. OTHER UNITS. r2 l0000 ofnIc GAS OUTLETS. :4 allical 'system ful' nelw 2 s 1, OWI*le*(,.. ST- VINCENT HOSVITTOI.- ............................ FEES 9205 SW BARNES RD type amOL111t, by date ' e c.,p j.; PRMT s 140. 00 r PORTLAND OR 97225 PLCK $ 1?hane a: 35. 0. SPCT $ PAYM $ 182. 00 JL.H 'ORROLL MECHANICAL CONTR. INC. 2305 50TH AVE PORTLAND OR 97215 Reg 3.:3403 __........___w $ 1x2.00 TJTAL This pewit is issued silb)'O'ct to the regulations contained in the ................. REOUIRED IWSPEcT.TONS Tigard Municipal Code, State of Ore. Specialty 0,A - do,ie in accordance with or Mechanical Insp applicable laws. All work will be Codes and all other Heating Unt approved plans. This persit will eypire if work is not started "Is P ,I "It Ill 160 days of issuance. or if ucrk, is suspended for more Cooling Unt: Insp `-•--'—•-•......_. ....... than 180 days. DU Ct I"'--Pection ............................ Fire Daniper 111sp ................. Ila ------- p e C J.,i on .......... ............. I'l A t L1'r e I S U e d .......... ............................ ........ 00111 for jjlSpetj,,, 639 4,1'7,9 ——---------------------- Y� CITY OF TIGARE, Pr—_CETPT OF PAYMENT REC NO: Q0+00001 CHECK AMOUNT 182.0C NAME.: C'ARROLL MECHANICAL CASH AMOUNT : .00 ADDRE';St 2:705 SE 50TH AVE: PAYMENT WTE: : 03-23-90 F'OPTl_AND, OP 47 :15 E{I.00V NOiADDr;: �. 12442 5W r.CHOLLS FRY RD PURPOSE OF�PAYMENT ____...__..._ AMOUNT PAID P'URPO'SE—OF FAYMFNCAMOUNT 'PAID MECHANICAL F'ERM (4?O-0044) 140.00 STATE. BUILD PERMIT TAY (5%) wL.riN CHECk FEE "•5.00 f l I i I l ro To4L. AMD!JNT PAID 1 i INSPECTION NOTICE City of Tigard Building Department P.O. Bax 23397 Tigard, Oregon 97223 Phone: 839-4175 Tyoe of Inspection -'dere -- Date Uate Request/ed'//� Tirn M. P.M. Address _ "L�__ ��d-l.E L Patilk '!k Owner--_.. _�f Lot # Builder --- The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector q 'lisapproved Date - - CALL FOR RF.,IN5PF,CTION ❑ YES ❑ NO Construcdon lnspereion&/Relsted Tests Carbon Testing, Inc, P.O.Box 23614 Tigartl.Oregon 97223 March 14, 1990 Phone(5t)3)6B4.3450 CP-5071 FAX 684.0954 FIELD INSPECTION REPORTS DATES COVERED: March 13, 1990 PROJECT: Schulls Ferry Medical Office Building ADDRESS: SW SCholls Ferry Rd. 9 N. Dakota INSPECTOR: E. Day «584 Appruximately 40 yards Russ Island KIM Mix cuncre'e poui .:d. Office lobby, Hallway and south entrance, s.o.g. . Reinforcement quantity and placement in cunformance witl.i approved ularis and specifications. One set of 4 each G" X 12" cylinders made. Respectfully submitL� CARU*- >ESTING, l4r- Douglas W. Leach President tlb- CC: St. Vincent Hospital 8 "•iedical Center d Jun Jurgens & Assoc. Berry-Faller Engineering McCor ,ack Pacific l } i WL IWA wX w els t� 1 ' Construction Inspection&Related Testa Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Ttgerd,Oregon 97223 Phone 15031884-3480 Date Molded: 3 -13 19_ QG Job No. CP-5071 Permit Client: St. Vincent Hospital & Medical Cei:ter Project: Scl-tolls Ferry iiedical Office Building _ Ac+dress: S.W. Scholls Ferry Rd. & N. Dakota Contractor: _ McCormack Pac i f i c Sub Contractor: Concrete Supplier: Ross Island Truck No. 6-1 Ticket No, V-5-4281 Cost By: F Day Test Time: 10:30 _ Load No. I overcast 50 40 Weather: Temp. High: —_ Temp. Low: Office lobby, haIlway and south entrance. Location of Placement: 40 62 Cu. Yds. Conc,ete Temp: Strength Requirement: 3000 _— PSI (a 28 days Slump Q ^!_ Cement Tvp, - I Mix No./No. Socks 301OB Air Content_ Max. Aggregate 3/4" — Admix. (,mount: 10 1i2 —_ Brand: PT 20 _ Admix. Amount: Brand: Hot water Set Test RegisterDote Date Unit Total UnitReport No. I Days i Number Recd Test Wi. Load Area PSI I No. 1 7 0970 03-14 3 -20 90,333 28.27 3200 13 i8 0970 03-14 4 -10 119, 160 28.27 4220 14 28 0970 03-14 4 -10 118,450 28.27 4190 14 Hold 0910 03-14 4 -10 120,440 28.27 4260 14 Remarks: cc: Jun Jurgtris & Assoc. � . McCormack Pacific Rebai checked prior to placement or concrete and found to be in conformance with plans a ted bT-L-c Construction Insl+ection&Related Tuts Carlson 'T_Testing, Inc. REPO-R-1-0 F �' x ]2 Cinii.rete P.O Box 23814 TEST SPECIMENS Tigard.Uregon 97223 Phone(503)684-3460 Date Molded: 3 -13 19 90 Job No. _ CP-5071 Per mi t Client: St. Vincent Hospital & Vied iCaI Center Protect: SCI,o11S Fwrry iiedical Office E3uildirty --'------y----�~ 'cdes:: S•W. SCI.lolls Ferry Rd. $ N. Dakuta -- -- Contractor. _ iiCCurnlack Pat,i f i c L` :... Controc,o. Concrete Supplier: RosS Island C,7 Cast By: r Day - -est ime: 0 K 1 __. Looc No, Weather: UVer Last ----�— 5p 40 Temp. High; locotion or Placement; 7emp, L.-A: Office lobby, ha) and South entrance. . Cu. Yds. 40 Cc,%'e-e -e-.-: f2 Strength Peclui,ement: .i000 PSI ,$ 28 dcys5lvmp 4 Mix No./No. Sacks3103 ~ Air Content hIcr, 3i4" ^2egce Admix. Amount: 10 OZ Brand; PT 20 _ Admix. Amount: 5rcnd Hut. water Set I Test C Register I Date -` Da+e Unit ;c,o; No. Days I Number D,ec'd Test I � , Area �^"` Repon L , ^- PSI vo. OJ l4 3 -20 , 0,333 26.27 3200 13 28J 0970 03-l 4 d -10 ! 28I X970 03 -14 4 -10 28.27 i Hold 0970 _ 0 _14 i Remarks: 11 JOt1 Jul- et1S 1 J�- - iSCCurtr1ack Paci fir. — Rebar checked pr for to plaCemet tof cin,i.rete and found to be ill lid ,,urs d Cunforrr,artce with plates a INSPECTION NOTICE f — i City of Tigard Building DeFartment P.O. Box 23397 ` - Tigard, Oregon 97223 I Phone: 639-4175 Type of Inspection Date Requested Tim P.M. Address Permit Owner_-_ - Lot # Builder The following Building Code deficiencies �areq qu;.ed to he corrected: 0 c _ i Presented to — __--—----�_--_ —_ r Approved Inspector Disapproved � e Data pproved ---�� -r'' --./ `-_=__�— CALL FOR REINSPECTION YE3 U NO +� ev► we aat +A ;NSPECTION NOTICE City of Tigard Building Department P.U. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Insfaction Date Requested Time A.M.1i( Address Owner.— Lot # Builder - — The following Building Code deficiencies are required to be corrected: Presented to r __ _ —__.____ Approved - - Inspector _ _ _. _- -- ---- ---- �'T Disapproved Date ,-- CALL FOR REINSPECTION [-'YES C❑ NO Coraovcrion"AP-W017&Relarr4 Tests Carlson Tes�ain�g, Inc. P.O.Bor 23814 Tigard,Oregon 97223 February 20, 19% Phone(503)6B4.3460 *CP-5071 FAX 664-0954 FIE[[) INSPECTION REPORTS DATES COVERED: February 20, 1990 PROJECT: Scholls Ferry Medical Office Building ADORES: SW SchUlls Ferry Rd. $ N. Dakota INSPECTOR: B. Sobutt.a + 578 CTI Representative was called to the site for insPectior� of structural steel erection. 1 ) See attached welder certification. 2) CTI representative contacted the structural engineer in regards to A325 bolted connection tensiorlilig. CTI representative was told that thedesign of this builuijig is to use snug tight bolts. T �) here are conditions in tyle building that will require the engineers review and approval , such as short beams typical at the nor building. This will require prior approval befole inspection tl'� eId of tlie acceptance. 4) At time of this visit the majority of steel Inas been erected. CTI representative informed tl-!e superintendent of the above itf.m5 and advised him to notify CTI For "spectiorl when ready and available. Respectfully submitted, CAR SON �ES7ING, �JC. �u�as W. Leacli President Bra:new cc: St. Vincent Hospital 8 hSedic.al CE,iter Jun Jurgens $ Assoc. Berry-Faller Engirleerir,y f-ILCormack Pa i f i c I # low # 44 CITY OF PORTLAND,OREGON BUREAU OF BUILDINGS CERTIFIED WELDER John R . Kurczewski 571U JOseidl St SE S;i1em OR 97303 E-213 APR 12 199 EXPIRES. ____—_-- MARGARET M. MAH014EY DIRECTOR 5tru:tural Welder E ?13 Prc:esst EiMAV Fore Plate Vert. Prcg.: UP Posjt,on; All N ter;al • A3E OESisr-- urc:vE TF, cl,ne5c: 1/8"-1° Filler T>Pe; FG backing Rea�ired' Yes II Structural WEI:Er E-213 Process: FCAU Ford Plate Vert. Frc3.: UP � PoSitiOn; All "blErial: A36 D- r5i5r,; •rocve ThiclnESs; 118" I, ovEr Fil'rr 1rPt E7C?-1 I Ea�1 n9 ke4u�rea YES r G 'i INSPECTION NOTICE City of Tigard Building Department P O Pox 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection ./1--A(:=!�-4 Date Requested c_-_a? _- 9 d rime _Ae--"__ A.M._ P.M. f Addres. .. '6 � Permit Owner—�_- - - - --- Lot # - - ----- Builder �.r�M ►2,� The following Build'sng Code deficiencies are required to be corrected: Presented to -_ - FrApproved Inspector �/ _ ❑ Disapproved Date -_ Z �-C� 76 _— - CALL FOR REINSPF,CTIOA' ❑ YES ❑ NO CITYOFTIFARID G1(YOFT ARD COfVMMUMTY DEVELOPMENT DEPARTMENT ovRkV dBI G PERMTT 13125 SW VW1 Bhai. P.O.Boy 23397,Tigwd,Oregon 97223(503)839.4175 hMIT PLM90-002]. X7cX7C - -_-------.. --- ---- –F'R.I#.-- _I. i PtY". --@@ -.------_—.-----------. 639-4171 DATE ISSUED, ;2/19 '90 ITE ADDRESS. . . s 12442 SW SCHOLLS FERRY RD PARCEL: 1i134BC-00401 UBDIVISION. . . . : ZONING: C-N LCCK. . . . . . . . . . 9 LOT. . . . . . . . . . . . . . -- -------•-------------------- ------- i.ASS OF WORK. . �ADD GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : YPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . : CCUPANCY GRP. . :B2 FLOOR DRAINS. . . . . . . . TRAPS. . . . . . . . . . . . . . TORIES. . . . . . . . : WRTER HEATERS. . . . . . : CATCH BASINS. . . . . . . : IXTURES------------- LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : INKS. . . . . . . . . . . URINALS. . . . . . . . . . . . . GREASE TRAPS. . . . . . . . AVATORIES. . . . . : OTHER FIXTURES. . . . . :2 'UB/SHOWERS. . . . : SEWER I.IN, (ft) . . . . :100 ATER CLOSETS. . : WATER LINE (ft) . . . . : ISHWASHERS. . . . : RAIN DRAIN (ft) . . . . :300 �temarks n+ner. ----------------------------------- ---------------- FEES 'T. VINCENT HOS.-'ITAL type amount by date recpt 205 SW BARNES RD PRMT $ 105.00 PLCK $ 26.25 ORTLAND OR 97225 5PCT $ -.25 / Phone M: PAYM $ 136.50 JLH 02/12/90 /073-,'a ontrar_tor: -----------•------------.------ GORE EXCAVATION, INC U BOX 30569 ORTLAFD OR 97230 ----------------------------------------BHh: 252-1180 leg 11. . : 28397 -------- REQUIRE) INF'?ECTTONS ------- his permit is issued subject to the regulations contained to the Final Inspection igard M%inicipal Code, State of Ore. Specialr,- Codes and all other pplicable laws. All work will be done in accordance with %pproved plans. This permit will expire if work is not rtarted _ ithin 180 days of i.ssuancc,, or if work is suspended for more han 180 days . — —-- ermittee Signatire: .42-�1�r� saued By: --- Call for inspection - 639-4175 i CIT'i OF TIGARr) - RECEI-'r nF F'4YMENT PEC. Nps 00107721 CHEEP AMOUNT e 74.76 NAME t MC COY F—UMBiNG INC CAW AMOUNT .pp ADDRESSs 41617 NE UNION AVE- PATIENT DATE PORTLAND. OR 97212 BLpCII Np!ADDR.- 66130 SW MAMP Trj Pl':`'POSEgor�PAYMENTAMOUNT PAID PUPFC;.DE OF'YPAYMENT AMOUNT YPAID PLUMBING VERMIT (90-08.18) 57.So MATE BUILD PERMIT TAX t5%) ,PA PLAN CNED FEE 14.7 G FISC) FUP $y5.00 -- $0.24 CNF`NGE GIVEN TOTAL AMOUNT PAID _ ,,o i I� CITY OF TIGARD RECEIPT (W PAYMENT FEC' NOt (1010 ' 12^ I C:HED AMOUNT' 1:16.50 IJtitlk s MOORE EXCAVATION CASH AMOUNT .00 r40D ESSs P(a BOX 30569 PAYMENT Dc TF t 02-12-40 PORTLAND, OR ?727.0 BLOCK NO/ADN'o- 12442 SW F CH)LL_-; FF r r-0 PURPOSE OF PAYMENT AMOUNT PAIE; PUPPOSE OF PAYMENT Ft OUNT PATO lLIMPING PEPMTT~� 0•-00. 1) 10'5.00 5TAIF�BUILD PERMIT TTA.__`F'.) ..-_..__._5.25 f L oN CHECl' FEE :'6.25 I i I TO i HL. AMOUNT PMO - - 1.'6.'0 i i i s i I Coretruction In.s/►ecdon&Related 71•,u Carlson Testing, Ince 6 REPORT OF x 12 Concrete P.O.Box 23814 TEST SPECIMENS flgard,Oregon 97.223 Phone(503)684-3460 Date Molded: 2 -09 , 19 90 CP-5071 Permit _ Job No. Client: —__. St. Vincent Hose i to 1 8 Medical Center — ---_ Project; ____Schoils Ferry Medical Office Building _— Address: S W Schol is Ferry Rd. 8 N. Dakota -- -- Contractor. _ 1'icCorniack Pac i f i c — Sub Contractor: Concrete Supplier: Ross Is l at d `—_— Truck No. 27 Ticket Nu A-197481 Cast By: F. Adamb 10:40 Test Time: — load No, 1 Weather: 50 40 __ -- — Temp, High: Temp. low: .. Stem well-grid locations E-G/1 , G/1-1 . 7, G-H/l . I, 1-1/1 . 1-3.3, H-G/3. locati_r of Placement: 9/16 --Cu. Yds. _Concrete Tem Strength Requirement: _ 3000 PSI 18 do sSlum 314 y p Cement Type Mix No,/No. Sacks '4010B �— Air Content Max. Aggregate 3/4" Admix. Amount: — 10 ut -- Brand: Puz Admix. Amount — Brand: iSet Test ,t Register I Date — Date Unit — No. Dar• Number Rec'd Test �'/t Tetal Area Unit Report _ load PSI No. 7 0514 I 01-251 2 -16 87, 169 28.27 3080 j 7 —±?8 _ 0514 01-25 � 3 - 9 116,210 28.27 4110 12 28 0514 0 1 -25 3 - 9 125,490 ' 1 28.27 4440 12 c . : Jon Jurgerts 8 Assoc . — Remarks: �_— hlCCormdck Pac i f i c ---- Rebar checked prior to Placement. of runeet.e and found d to be in nd sp+ ita�ieti� -- conformance with plans e Construction Inspection R Related Testr Carlson Testing, Inc. Construction 6 x 12 ( rw:lrete P.O.Box 23614 REPORT OF _ _ TEST SPECIMENS regard,Gr 9 pen 97223 Phone(503) M4.3460 Date Molded: _ 2 -09 ;yn 90Jab Na. CP-5071 Permit Client- St. V,recent Hospital & Medical Centel - Project:Project: ScholIs Ferry i•iedical Office Building —+--- Address: 3-W- ScIiolls Ferry Rd. & N. Dakota Contractor: __ iicCornlack Pacific ---__`_�--- Suo Contractor: — ConcreteSupplier: . Russ Island A-197A£?l Truck No. _ 27 Ticket No. Cost By: E. Adams 10:40 l --- Test Time: _ load No. Weather; _—_. Temp. High: Temp. Low: Location of Placement: Stem Nall-grid lucations E-G/1 , G.'1-1 . 7, G-H/1 .7, H/1 . 7-3.3, H-G/3.3. 9i l G —Cu. Yds, Concrete Tcmp: �,renpth P,equirement: 3000 _ PSI ® G8 days Slump 2 V4" Cement Type _ No./No. SocksAi 10" 3 4" r Content Max. A89-egote / Adm ,. Amount: 10 P-and: Pu2Z Admix. Amount:_ _ 8rond: Set Test Resists Dote Date Ui,it Total —No. Do I Nurr bet Rec c' Test Wt, Areo Unit 'ever Load PSI Nc. 1 l`514 01-25 2 -lI 87, 169 28.27 3080 7 28 0514 I 01-25 3 _ g 28.27 i3 0514 01-251 3 - 91 28.27 Remak, Jur, Jurget's & Assoc . McCormack Pacific - Rebar checked pricer to placerner,t of concrete and found '.o be lin conformance wi+,h plans a fir-44*,&E-i - I INSPECTION NOTICE City of Tigord Building Department P O. Box 23397 Tigari, Oregon 97223 T/u Ph-ne: 639-4175 Typo of Inspection _ Date Requested____ ,2�: Time A.N.__. -'� P.M. Address _ —��" Z— Permit # -� Owner _ Lot # _ BuilderThe following Building Code deficiencies aye required to be corrected: Presented to _ _ Approved Inspector _ ❑ DlsapprolNr Date CALL FOR REINSPECTION 171 YEa ❑ No INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone 639.4175 Lc Type of Inspection ✓��C-� .L- ��—` ---- � —/I _—A•M•- K Time P.M. Date Requested, G z�y' -�� tr e� -t - Permit # Address r/ Q� r Lot ----- Owner — Builder The following 6uildinq Code deficiencies are required to be corrected: - _— — _ Sj .Approved Presented to ___----- - _" _ ❑ DisapP,oved Inspector __ r—"�j---"-- Date _---_--- --f--- CALL FOR REINSPECTION DYES ❑ NO Carlson Testing, Inc. Construction/nqneYion&Xe/aced Testa P.O.Box 23814 REPORT OF 6 X 12 Cort~rete TEST SPECIMENS Tigard,Oregon 47223 Phone(503)W-3460 Date Molded: 2 - 2 19 90 Job No. CP-5071 Client: St Vincent Hospital & Medical Center Project: Scholls Ferry Medical Office Building Address: Q4 Scholls Ferry Rd & N. Dakota Contractor:McCormack Pacific St,�Contractor: Concrete Supplier: Ross Island Trock No. 74 Ticket No. T-41'.'4268 Cast By: C. Stasch Test Tim 12:50 _ Lood No. 1 Rain 40— � 30 Weather: Temp. Nigh: i- Temp. Low: Location of Plocement: Continuous foots and stem walls- E to A line on 1 line between. C to A on 1 to 4 line E to A on 4 line. _Cu. Yds. _ - _ Conre'e Temp: Strength Requirement: _ 3000 PSI (a 28 do sSlum 3 1 Y P � Cemen�T.pe Mix No./No. Sacks_3010B Air Content __ _ Max. Aggregate 3/4" Admix. Amount: Brand: _ Admix. Amount- Brand —_ Set I Test (a Register +I Dote Date Unit Total rt I Unit Repo N_o. Days Number RecArea PSI I Test ` Wt. Load _ I PSI4 No. I 7 I 0448 2-3 2-9 59,998 ` 28.27 2120 1 5 28 0448 2-3 3-2 97,611 28.27 3,150 11 ___ 28 0448 2-3 3-2 94, 051 28.27 3330 11 _ Hold 0448 2--3 3-2 93,060 28.27 3290 11 I Remarks: cc: Jon Jurgens & Assoc. Inspected rebar prior to placement erry FaTier 7 i --__.._ - 1-t-tt7-be--ir-- -_ _ _ McCormack Pacific conformance with plans and specs. I%onsbvcaion Inalxrrion h Reared Tura Carlson Testing, Inc. RE•'ORT OF 6 X 12 Concrete TEST SPECIMENS P-o.Bo.23814 Tigard.0199on 97223 Date Molded: 2 - 2 Phone(503)684.3460 19 90 C — Job No, P-5071 Chentr St Vincent Hospital & Medic3.1 Center Project; Scholls ferry Medical Office Building — Address: St4 Schol'_s Fern, Rd & �:. Dakota Cont-octon'iC�Crnla:k P8C'1fiC - S.c Co�r•oc+. _ Concrete Supplier: s_Ros`sland �- Cost By: _ Sta ,:h r s : E• '.c T-464268 -es! Time Wea}f er. Rain) 40 'enp. ti�-•�. 30 anon on of o o:ement: Contin.lous foot inks and sten walls yTy M -- E to A line on 1 line between C }c A or, 1 to 4 line E to A on 4 line. St-enpth Feaurement: — 30C! ►,tiix No./Nc. Soaks 30103 - --: Air Cor.•e 3 '4" Admit. Amount; _ 6rond• - --- - Aomix. a Set Tes! !d Eea sten Date Jo No. Joys Date ;nit Number Fec d 'est � cd q eo c I. 3448 2-3 5 2-9 59,998 20.27 c 28 0448 2-3 3-2 2120 7 - 28.27 28 0448 2-3 3-2 — 28.27 Hold 0448 2-3 - - — 28.27 Remarks: cc: Jon Jurgens & Assoc. Tnspec'.ed rebar prior to placement erry a �n -----_ MmcCCr^lack Pacific �'J7>`Ie�p -- confczmance with plans and specs. CarlsoLj Testing, Inc. Construction lnapecrion&,Related rests REPORT OF 6 X 1.2 Concrete FEST SPECIMENS P•O.eox 23e14 Tigard,Oregon 97223 Phone(503)684-;,460 Dote Molded; 2_L__ �9 90 Job No. CP-5071 Client: c, Vincent 1Io ------ _spi_ta1 & Medical-:`en Ler_ Project: . Schpl 1 F�Medic 1 Office Building Address: _--�' 'erry Rd & N Dakota — Contractor. MC!'llrma,.k - '- ----_._ ec� f1� Sub Contractc Concrete Supplier: — — — Truck Na. 71 Cast By: ti r — ticket No. T-484217 -- Test Time: 1:00 1 Load No. Weather: Rain 5 - Temp. High: _ 4 J 35 Location of placement: Foot — Temp. low: g pads on G & H line, 3 Jine b 8.3, Stem wall i �___ ---- ---- — --Cu. Yds. 9 Concr t — e e Temp: _ Strength Requirement: 3000 ----_—_ - - -_ -----------._— FSI g t8 daysS'vmp_ 3 -- Cement T,,pe Mix No./No. Socks 30108 - Air Content 3/4" ---• Max. AgQ.Pyate Admix. Amount: 10 oz — Brand: P' 20 �.c:mix. Amount: _ Set Test Register Date — —too• Joys Number F Date Unit Total - Rec-dam Test Load Area Unit Report � _�_ 0434 I 2-2 2-8 FSI No. _____ 7 ---�---- I 1_—_ 77,677 1 28.27 2750 9 34 2-�8_ 74 --7 2-2 , 731 i 28.27 2640—_�q — 2 8 0434 2-2 3-1 118,860 18.?7 4200 10 28 0434 2-2 117, 180 28.27 4150~ 10 -- I Remarks: _ cc: Jon Jurgens b Assoc. -__ -- MCCormack Pacific Cocstrwdoe InspecYMon&ReLted 7kwu a: GlSon 'Testing, Inc. P.O.Sox 23814 REPORT OF 6 h 12 Concrete TEST SPECIMENS Tlprrd,Oregon 97223 Phone(503)684.3460 Dote Molded: 2-1 1990 Job No. CP-5071 Client: _ St• Vincent Ho,_;pjtal & t`Medical Center YeJ Project: -- Scholls Feria Medical Office 'Buildirl Address: SW Schc :lr Fprry Rd. & N. Dakota Contractor: ^ ',1 r -Q _k EO.Q 1C Sub Contractor: land_ Truck No. 71 7 Concrete Supplier: __Li,-)-,a =� _ Ticke' !�o. T-48421 . Cost By: S �,e h _— Test Time, 1:00 Looc No 45 3`t Weather. _. nc?�r 'emp. High: Temp LCA. 'Location of Placement: _ Footing pads on G &�H line, 3 line & 13.3, Sten wall Cu. Yds `. 9 Conc•efe 'eT:� „ Strength Requirement 3000 PS! a _28_ dcys Slump 3C�^e^' ',.e ,4,. Mix No.1No. Socks 3010B Air Ccnteor Minx. Aggregate Admix. Amount: 10 oz Brand: PT 20 Admix. Amount. Brand! Set I Test ( Register Dole Date j Unit TotalArea U " i.eporl No. Days i Number Recd I Test Wt. Lc od _ PSI 'le. 7 0434 2-2 12-8 77,677 28.27 2750 4 7 j 0434 2-2 2-8 I 74, 731 28.27 :640 4 28 0434 2-2 3-1 I 28.27 1 - 28 j 0434 2-2 3-1 28.27 i Remarks: cc: Jon Jurgens & Assoc. � -13erry �— ^McCormack Pacific INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 \r\' V Type of Inspection -�7 R- oon 4, 2 / /Gp Time,.X. A.M. —P.M. Permit Data Requested_.--�_1 pq 2/ Address # Lot Owner Builder .----- The uilder ._-_—The following Building Code deficiencies are required to be currected: I Presented to ---- �*approved 1 1 Disapproved Inspector�, / --- - Date. CALL FOR RAINSPECTION [] YES [1 NO CITYOF TIGARQPLUMBING VIERMI T CRY OF' W4ND "R COMMUNITY DEVELOPMENT DEPARTMENT 1-:1 E M I T #. . . . . . . .. 11-1189(21.56 13125 SW Hall OW. P.O.Box 23397,Tlpfd,Oregon 07223(SM)8304175 PIRIM. FIERMIJ #. : 892155 (139-.4174 0 1)D R L SS. . . : 12442 SW SC1111OLLS FERRY RD PARCEL: 1 6 1 3-414C 4 13UBDIVISION. . . . ZONI14G: CN DLOCK. . . . . . . . . . ► LOT. . . . . . . . . . . . . I I ()SS OF WORK. . aNEW GARBAGE DISTIOSALS. MOBILE HOME SPIACES. : T*Yr:,E* OF USE. . . . 'COM WASHING IIA(,H. . . . . . . BACKFLOW F,REVNTRS. 1. OCCUPANCY GRP,. . z 142 FLOOR DROINS. . . - .. .. - TRAF'S. . . . . . . . . .. —, 1. STORIES. . . . . . . . ,. 2 WATER HEATERS—. .. . . ;: 2 CATCH BASINS. . . . . .. . FJ XT U R E S— LAUNDRY TRAYS. . . .. . . - SF RAIN DRAINS. . . . .. SINKS. . . . . . . . . . : 2 2 GREASE I AVATURILS. . . . . : 4 OTHER FIXTUR 13 l'UH/SHOWERS. . . . .. SEWER L 1.NE:' ( ft) 1.00 WATER CLOSETS. . .- 4 WATER LINE (ft) . . . . ' 100 DISHWASHERS. . . . : RAIN DRAIN 200 Rema0i-.c St. Vincent Medical Office DIdg, Owrie-ri FEES WARREN SIM ST. VINCENT HOSPI type 0MOL111t by date -reept r.,RMr s 275.00 MAN 9205 SW BARNES RV. 5 F,(11T $ 1:3. 75 MAN PORTLAND OR 97225 -0000 MIS(, $ 68. 75 MAN Ph One It: 503--291-.2912 r:'AYM $ 357. 50 TLH 04/21/90 C,arit-ractor: '(:)N1TRACTOR NOT ON FILL $ 357. 50 TOTAL c,1.1 R E0 U I R E D INSPECTIONS This persit is issued subject to the regulations contained in the ligard Municipal Code, State of Ore. Specialty Codes and ali other ............... applicable laws. All work will be done in arCOTdance with ...... approved plans. This plait will expire if work is not started within 188 days of issuance, or if work is suspended for sore ........ than 180 days. .......... ........... .............. Ely: ....... Cal I faw ivmpectiun 639--4175 CITY Llr-* TIGARt, RECEIPT OF PAYMEN7 REC NOt 001071-7 CHECK AMOUNT ; '7 1 NAME. CARPOL1 MECHANICAL, ... 7.00 ADDRESS.- 27,05 S3E 50TH AVE CASH AMOUNT 1 .uO PORTLAND, ORPAYMENT DATE: -go BLOC11.'. NO/ArDPI PLWPOSEOF PAYMENT AMOUNT PAID F'URP09F 12'442 SW SCHOLL-S FR',, RD OF PAYMENT AMOUNT PAj[) PLUMPING PERMIT 039217j6, 290.00 5rATr. BUILD "'ERMIT TAY RON CHER FFE. no Fl-EIMNNG PEPMIT FOR. ST. VINCENT MI.-DICAI.. L)FFTrE' -- F"FPMtT #e,?2156 ri-EASE CPLl- 679-41`5 FOR '14SPE-CrTON9 (BY 6100 WILL BE MAILED In CONTRACTOk WHFN PRINTF1.) rOTAL. AMOUNT PAID Jon R. Jurgens & Associates Architecture/Planning 1.1765 MV Cornell Road,Suite C Portland,Oregon 97229 • (511.1)626.0695 ARCHITECTS FIELD __.�_------- --- ORDER NUMBER: 1 PROJECT: SCROLLS FERRI' MOB-~v---_---�.r--�_^—DATE: January Jamuary 30, 1990 OWNER: St. Vincent Hospital ARCHITECT'S PROJECT NO.: 87133 TC': Warren Simpson St. Vincent Hospital 9205 S.W. Barnes Rd. Portland, OR 97225 You are hereby directed I t execute p till this spied order which interprets rPrets the changes in the Work without change in Contract Sum or C'onlraci Time. — k If You consider that a change in Contract Sum or Contract T',me is required, (case submit your Itemized Pro osal to the Architect immediately and before proccedin with this Work. if your superproposal is frond to he satisfactory and in proper carder, this Field Order wiL m that went seded by a Change Order, by DESCRIPTION: (Here insert a written xscription of the interpretation or change) F.O. 1.01 Revise on/off-site storm drain line per Drawing R1.1, F.O. 1.02 Revise on-site sewer line alignment per Drawing R 1.1. F.O. 1.03 Revise sewer elevation within building per elevation change. F.U. 1.04 Add 1" dimension to brick 01 at all window conditions due to row-lock sousing. Adju3t window height as required. F.O. 1.05 Delete Sebolls Ferly Road ;mprovement (Drawn C3 and add temporary dr've from on-site extruded curbs ct1'vert at ditch, and 8" base rock with 2-1/2" A.C. paving between Scholls Ferry Road and St. Vincent's property line. AiTACHMUNTS: R-l.l ARCHITECT: Jon R. Jurgens & Associates —` ~--- _— ------ -R-- �y; n, Chan +i I L � � 3 `4 NIC. L Q nj r N �'��,♦ hJ Nlj N 1w LL C .M �F• � Wog �'., . I`' i Ua � I �r � 1Ll 0•/ fi '' F * � � k �, � d1 to N N177 I ILI cn lb vivo p .. ' / t0 �� 1 ��♦ i � Nap � � , ll' I -- �� , IF I ----------- Fa IN LM WL r {{\ 0 1JAi 'Construction Inspection d Related Tests Carlson Testing,Inc. PO Box 23814 Tigard,Oregon 97213 January 29, 1990 Phone(503)684.3460 *CP-5071 FAX 664-0954 FIELD INSPECTION REPORTS DATES COVERED: January 24, 1990 PROJECT: Scholls Ferry Medical Orfice Building ADDRESS: SW Scholls Ferry Rd. & N. Dakota INSPECTOR: P. Porter 1-Z4-90: CTA r epr esel,tat i ve inspected r ebar acrd pl a_ement or CO of Mix# 30109, 3000 p.s. i . concrete from Ross IslanJ in exterior column routings. Rebar placement was as per plans and spacificatiur�s. Cylinders were cast at a 3 1/2" slump. After CTI rep. left site, cylinders were damaged by a Concrete truck and CTI rep. returned to site to cast another set. Respectfully submittedj- CARLSON 7SyING, A 4C`� Douglas W. Lea(-.1i President lip cc: St . VMcent Hospital & Medical Center JUI'I Jurgens & AssUC. Terry-Fal ler Errgirtee; ing i•icCurmack Fac i f i c i Conxtn cdon Inapc tion&,Related Tosta u Arbon Testing, Inc. P.O.Box 23614 Tigard,Oregon 97223 PORT OF 6 X 12 Concrete TEST SPECIMENS Phone(503)W4.3460 )ate Molded: _ 1-29 , 19 90 Job No. 5071 — Client: . St. Vincent Hospi-cal b Medical Center p.,,iect: Scholls Ferry Medical office Building _ Address: SW Scholls Ferry Rd b N. Dakota _ Contractor: PJ orTTI Ck Pacif iC Sub Contractor: Concrete Supplier: _puss Island Truck No 15 Ticket No. T-483956 Cost By: K. _UZ U— _ Test Time: 1-45 — Load No. `1 35 Weather. C]oudy �— _ Temp. High: 45 Temp. low: Location of Placement: Elevator pit wG�] Cu. Yos 3 Concrete Temp! Strength Requirement: ._''CIU(1 — P2B dcyrSlump 4 Cement Tvpe Mix No./No. Socks. 3010B Air Content -- Max. Agg,egate __3/4 -- Admix. Amount: --_ Brand: a Admix. Amount: — Brand: -- Set Test Register Dote T Date Unit Total Area Unit Report No. Days Number Recd i Test Wt. Load - PSI - No. - 7 0371 1-30 2-5 61,659 28.27 2180 3 28 03'i 1-30 2-26 8B,870 28.27 3140 9 _ 1 ' 28 0371 1-30! 2-26 95,396 28.27 3370 9 Rebar.-checker' prior to concrete placement and conformed with plans and specs. Remarks: cc: Jon Ju:`9ens & Assoc. --- -- er - alley 17,7917ir--Ert TCf McCormack Pecific x Constrruedon Inrterdon R Related Tests Carlson Testing, tic. _ ...— P.O.Box 23e14 Tigard,Oregon 97223 REPORT OF 6 X )2 Concrete — TEST SPECIMENS Phone(503)684-3460 Date Mo:ded: 1-29 , 19 90 _ Job No. 5071 Client: St. Vincent Hospital & Medical Center Project: Scholls Ferry Medical Office Buildinq �_ _- Address: 5W Schol.ls Ferry Rd. & N. _Dakota Con,roctor: McCormack Pacific _ Sub Contractor: _ -- Island Truck No. __ 15 Ticket No. T-483956 Concrete Suppli!r: _ Rosa. --- K Tru ali Test Time: 1:4`_ Load No. 1 — Cast By: — _— �� 3 5 Weather- _ Cloudy Ten �. High: 45 Temp. Low: Location of Plocement: Elevator pit tial-1 _ _ _Cu. Yds. 3 Concrete Temp: — — Strength Requirement: _ 3000 —__ PSI g 28 __ days Slump 4 —Cemen+ 7,oe --_ — Mir No./No. Socks 30108 Air Content Max. App epale 3',4 _ —,-- Admix. Amount: —� Brond: Admix. Amount: _ Brand: — Set lest --Register Dote Date Unit Total Area L)nil Report No. Days Number Read I Test I Wt. Load _— PSI No. �7 0371 1-301 2-5 _ 61,659 28.27 2180 3 2H I 0371 1-30 2-26 L 28.27 �— 28 0371 1-30 2-26 28.27 Rebar checked prior to concrete placement and conformed with plans and specs. Remarks: cr.: Jon Jurgens & Assoc. eery- McCormack Pacific INSPECTION Nu i iC City of Tigard Building Department P.O. Box Tigard, Oregonon£9i77223 Phone: 639-4175 ,\ Type of Inspe-tion�=j— Date Requested_ f^c3�� 0 Tima_. tM. P.M. Addressvim;) 4<, Permit Owner Lot #_ Builder �21 f (2,z The following Building Code deficiencies are required to be corrected: ��,� �,r -7z�_,�ov�e. E.�'V,4�� s�/i�i�►- �.�L.S Prevented to _ _ — r,pproved Inspector —� Disapproved Date CALL, FOR REINSPECTION j C7 YES 0 NO ° INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 �Y? Type of Inspection - --- - �� Date Request id /f ~� � � Time �P.M. Address Permit �Ir� �-�, 6 Owner Lot # _� Builder ..�._� t_Ct.�� __ -------- _—� The following Building Code deficiencies an required to be corrected: 4 L i 1 Presented to Approved Inspector /--2,"71—w ] Disepproved Date CALL FOR REINVECTIOY ❑ YES ❑ NO aJ/ Construction/ns/rocdan&Re/a[ed'l e,:s Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 236+4 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97223Phone(503)W4-3460 1 4 CP-5071 Permit Date Molded: -� _, 19 90 Job No. # Client; St . Vincent Huspito1 8 Medical Centel Project: Scl-ulls Ferry Medical Office Builuirty -- -- ��_-- — Address: W. Schulls Ferry Rd. & N. Dakota -',_Cor mask Pac i f i c Contractor: _— Sub Contractor; Conctute Supplier; Ross Island `truck No. 13 Ticket No, 83935 P. Porter 1 .50 2 Cast By: _ Test Time: Load No. — Over i.ast �— --�- — `7`0 40 — Weather: _ Temp, High: ^ _ Temp. Low: Extesion colunin fo,)tiryB, Location of Placement: n 62 _—Cu. Yds. Conc-ete Temp: 3000 :'0 3 11'2 " Str :nWh Requirement: PSI (a days Slump _ Cement Type Mix No./No, Sock -1s Air Content Max. Aggregate 3�d admix. Amours: _ Brand: Admix Amount: Brand: Set Test a Register Date Gate Unit ' Total Area Unit Report No. Gays — Number — Rec'd Test Wt. `Load I PSI No. — `� 7 0315 01-45 1 -31 — 28.27 68,877 2440 2 28 0315 01-25 ,- -21 106,030 28.27 3750 1 8 e8 0315 -21 112,260 28.27 3970 8 - i 1 Rema.ks: CC Jun Jurgens 8 Assoc. - — ifig McCormack Pacific t.. Construction Inspection&Relared Tests. Carlson Testing, Inc. 6 X 12 Concrete P0.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 --- Phone(503)684-3460 Date Molded: 1 –24i9Job No. 90 CP-5070 Permit -- ----- _--.--._-__ . —._ Client: Par. Pacific, (leve l opmet,t, Inc . Project: Sa feway Stut e 01230 9, Ta,-tasbuur ne Vi l l Address: l isburu, Oreyon Controctnr Lee Ruhl rtsi'n _ tiub Contractor: Concrete Supplier: W i 1 se rev i l l e Truck No. 32 Ticket No. i•t09343 Cast By: D• Ocorutor Test Timet :30 Load No. 1 _ overcast 45 35 Weather: hemp. High; — Temp. Low: Interior box routings line 2-3-4-5 r' to E Location of Placement: 30 S , Cu. Yds. — _Concrete Temp: Strength Requirement: 1500 _— PS{ '8 daysS{ump .3 tic Cement Type I (Poured 3000) Mix No./No. Sacks 1 _ Air Conten} Max. Aggregate 314 Y Admix. Amount: _ Brand: F'"`` Admix, Amount: Brcnd: Hut watet!— Set Test (� Register Dote Date Unit Total Unit REpart~ No. Days Number 1 Recd Test Wt. Load Area PSI y No. 7 0317 01-25 1 -31 68,304 128.27 2420 1 "8 0317 01-25 2 -21 105,400 128.27 3730 8 28 0317 01-25 2 -21 114,690 28.27 4060 8 - — Remarks: CcRobinson Construction Cu. Marx-nkubu Associates - Phillip Cut1 City U1 f-IIIN00173 Sd f eway St.ur es, I IIL . - "1 ke Dorsey �Ls i Construction rnspertion 4 Related Test, A Carmen Testing, Inc., fJ X 12 ConcreteREPORT OF TEST SPECIMENS P.O.Box 23814 'ngerd.Oregon 97223 Phone(503)584-346,0 Date Molded: 1 -c4 90 19 Job No. CP-5071 Permit ' Client: 't• U 1 Itc erlt Husp i td l & hied i ca l Center Protect: Schulls Ferry Medical Office Building — Address: Scllul is Fe► 1^y Rd. N. Qeh:uta --- —_- - -- ---- Contractor: _ 'iCCUI"Rldl,k Pdci fit ---- --- Sub Contractor: Concrete Supplier: RU55 Island Truck No. — ' _ Tickel No. - n3935 Cast B P Furter — Y Test Time: 5l Over - . Looc No. _ e _ �.ar�t. _ - - —" weather: 50 40 — Temp. High: Location of Placement: Extrrl$iCJI'I Co1U11111 foutiv,4c_ Temp. Low: — -_—__ Concrete -emp: Strength Requirement: �`'" PSI (� " days Slump ' Ile Mix No./No. Sacks '0108 Cement Type —- Air Content_ Max. Aggregate 3/1, Admix. Amount: _ Brord: S , — et —T --est -7 Admix. Amount: Bred: Set Test-- RegisterGote No. Doi Date I Jnit Total s � Y Number Rec d Test j ,N,t load Area Unit Report 0315 0 1-25 i -31 ---- �o. 68,877 28.27 22 44 28.27 28 0315 01-25 ----:— _ 26.27 I I i I i I « : emarks: Jul"JJul-yells & Assuc. - —�_ McCormack Pacific ------------ 1 INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard. Oregon 97223 Phone 639 4175 Type of Inspection Date Requested _ - l _ Time A.M. P.M. Address Permit # Owner _ _ Lot #_ Builder __Ll, ` Z-1-2The following Usuilaing Code deficiencies are required to be corrected: SSD ?Z't IA--5 Presented to _ L._) Approved Inspector _- _ — C� Disapproved CALL FOR REINSPECTION ❑ res ❑ No l y ;r Construction Inspection& Related Tests y=I rd. a,rTsoY"L esUn'g6r nc. Pb.Box 23814 Tigard,Uregon 97223 Phone(503)684-3460 FAX 684.0954 January, 19, 1990 ,tCP- 5071 FIELD INSPECTION REPORTS DATES COVERED: January 19, 1990 PROJECT: St. Vincents Hospi • iclls Ferry Medical Office ADDRESS: SWScholls Ferry Rd Dakota INSPECTOR: W. Scheribel 1-19-90: Inspection was made on placing of the Rebar and 14 cubic yards of mix 30108, 3000 PSI con..rete in interior column footings 2-E, 2-F, 2+10'-D, 3-D, 3-E, 3-F, 3-C. ReJdr placed as required by the structural drawings. Concrete sampled at 4 1/2" slump and 4 test cylinders cast. Respectfully submitted, CARLSO�STING, t , . I Douglas W. Leach President WS/t j cc: St. Vincents Hospital and Medical Center Jon Jurgens b Associates Berry-Faller Engineering McCormack Pacific Construction Inspection R Related Tests Carlson 'Vesting, Inc. 6 x 12 Concrete P.O.Box 23814 Tigard, on 97223 REPORT OF TEST SPECIMENS g —— – - Phone(503)684-3460 Date Molded: 1 -19 19 90 Job No. CP-50-11 Per ni i t. Client: _ St. Vincent Hospital & Nodical Center Project: Schulls ferry fledical Office Building Address: S.W. Scholls Ferry Rd. & N. Dakota Contractor: 14cCorniock Pac i f i c Sub Contractor, Concrete Supplier: Russ Island _ Truck No. 34 _ Ticket No. _T-483768 Cost By: N�- ii 1� LjJ _— Test Time: Load No. A (ivrrrt.nst. 45 35 Weather: _ Temp. High: Temp. Law: Location of Placement: Interior culum+i fuutiiigs. _ Cu. Yds. _— 53 ._Concrete Temp: Strength Requirement: 3 00 PSI (U, —2-E— days Slump 4 lit" —Cement Type -- Mix No./No. Socks 301Q8 Air Content __— Max. Aggregate 3i4" Admix. Amount: _ Brand: Admix. Amount: — Brand: SetTest ® Rogister Date Dc ,re Unit Total Unit koort No. Days Number —7Recd I Test Wt. Load Area I PSI No' _- 7 0245 _ 01 -20 l -26 52,7608.27 1870 1 28 0245 1 101-20 2 -16 95,376 8.27 3370 6 - 28 0,45 01-20 2 -16 89,898 28.27 3180 6 HOLD 0245 01-20 2 -16 97,530 28.27 3450 6 -t- Remarks: cc: Juit Jurgens & Assoc. Berry-Fal ler Tngineei ing McCormack Pacific Constrvetion Inspection&Related Tera Carlson Testing, Ince P.O.Box 23814 REPORT Of fix 12 Currcrete TEST SPECIMENS Trgard,Oregon 91223 Phone(503)684-3460 Dote Molded: 1 -19 , 19 90 Job No. -5071 Permit Client: SC . 'dtrrceri t Hospital S MfedicaI Ceiit.er Project: ScIto1is Ferry Miedica1 Office Buildirty Address: S.W. SCholIs Ferri Rd. 8 N. Dakota Contractor: 1icCorrrtdck Pa i 1 i c Sub Contractor: Concrete Supplier: Ross I� Ian — Tuck No. 34 Ticket No. -483768 Cost By: W- St'leer i be l — Test Time: load No. 1 Over Cast 45 35 Weather; Temp. Nigh: _ Temp, low: Location of Placement: litter i or Col unin f not i ergs Cu. Yds, Concrete Temp. 53 Strength Req virement: y 0 PSI a i s days5lump 4 1/2" Cement Type Mix No./No. Socks Lq _ Air Content Max. Aggregate 31'4" Admix. Amount: • Brand: _ Admix. Amount; Brond: Set TestRegister Date Y Date I Unit Total Unit Report No. Days Nuber 1 RecArea d I Test Wt, load PSI No. -- - L +� 0245 U1_�'0 ` 1 -26 52,760 28.27 1870 1 V! 28 f 0245 01-20 2 -IG ro^.4 28 0245 01-420 2 -16 28.27 HOLD 0245 01-44no Femo-ks: LL : Dull Jul yells AsSUC . r Ty-F-,,l ler ngitreer it,g 11CCL,I crack Pec i f i c INSPECTION NOTICE City of Tigard Building Department i P.O. Box 23397 Tigard, Oregon 9727.3 Phone: 639-4175 Type of Inspection Date Requested / ` Time A.M `' JUI. Address ____ ��'�� " Permit # 0 2,S3' Owner __ Lot # Builder ' The following Building Code deficiencies are required to be corr ed: _tet=f 3 — t C Presented to _ __ Approved Inspector ______ _ ❑ Disapproved Date l" / '9' — CALI. FOR REINSPECTION CJ YES 0 NO 77 CC,TY OF TIGA UILDING 1:4-i-AMI'T RD crivB ND PERMIT NO 1311-18921.515 'V COMMUNITY DEVELOP TIENT DEPARTMENT « DATE ISSUFA) : 1/1-1/90 5 13125 S W Hall Blvd..P.O.Box 23397,Tigard,Oregon 97223,(503)6!94175 JOR ADDRESS : 11.2414112 Sid tiCHOLLS FERRY RD 'TAX MAF'/I I 1., :1. 3AHC A01. SUB : LAND tJSk:.:: CN S17E : VALUAI TON: 4; 1 ,()R0 ,000 SLAA-)ACKS 7 7.15"() rRONT: WORK CLASS : NEW DWV-L.L.UNITS : LEFT: LISE *I'YPF-: : (*.;0MME.I1(:,J Al NO. SEUPOOMS : F-X'T .WALL CON51' : W: CUNST .TYPE : VN NO. BA'T'HS N: S: E.* : OCICUP . : BF PPOT .OPEN1N(-'-'o!'--i OCCUP.LOAD 101 ol.. AMKA : f?Al 9 0 0 NO . S*T(')113:E5 : 2 1.S'T 1.2900 I.-H)OF CONST : D FIFE PET7 YES - HE T 35 11.2000 APF.:.A t:;I;;.P(VV? NO I .MIT I) ,. . ':'S PATED: 1 wilt BASEMENT? NO :3RD: SF:PAP7 Yr M[::ZZON3:NF;:'? NO 13A!:iF'.M' FI-OOR LOAD : 50 GARAGE' : FIRE: !.iPPKLA7 YES ALARM'? NO F I-A)w(GPM) DE T I.-.. YEr!:) 1. L=I:*' AL ES57 yl--Ei r,l AN CHF:CK Dil : JhJ 14E::MAVIKS : PLISSLIF.i. (311: NO. Cit' . vi.ric'ent MV40:1.CnI LAST REISSUE I-ammod %LibJiPv.t to fi.iii-ther- plarim ravi.ow 0 St . Virment Ho%pWs,rr*-,i-i 'iiinPlaull PERMIT $I W 1:4-AN REV 31: 1141 N 9 R 0,`. !i W S 14 1 11 1P'it r-1(I - E FIRE DEPT 111111 . 153.20 R r)or-t1.i;md (IR 97225 '1 AX 1111111.lei ZI. J.15 'I �;'J ATF: VI-40NE (�503) OTHER j'.A-'VF.I-.(JPMF.;:N T' CHAPGAKS : C r se,500 .00 0 .30C(STORM) N T Mcli- :)PMACK (`,ONS1*PkJC,'T1.ON C;0C(S,T,PE:E,T,) 1111191600 00 R j000 A , SE 25TH AVENUE Pr4EF)AIU 18, :1541 . 30 C F,1.1 r,t 1 1--11 1-1 CI 0" 97 12()1. T PHONIH, ((90-3) 23P-141-57 01 OT AL : R C NO . Mcor,m p1---c,,E1PT NO, This permit is issued subject to the regulations contained in I isle .......................... of the TMC, State of Oregon Specialty Codes, zoning regulations PEQUIRED INSPECTIOWi and all other applicable codes and ordinances, and it is hereby APPV4L;l--l/9iW F I NAI- agraed that the work will be done in accordance with the plans and specifications and in compliance with all applicable codes and FOOT1.NG ordinances The issuance of this permit does not waive restrictive WAI.A. covenants Contractor and subcontractors shall have current city SLAB business illix permits. This permit will expire and become null anti POST. & 9EAM void it work Is not started within 180 days.of If work Is suspended or abandoned for a period of 180 days any time after work has FPAM T N(, commenced 11 shall be the responsibility of the permittee to assure NOOF NAIL.A.M, all required Inspections are reque and approved SHEAR WALL INSUI-AT1113N GYP) . BOARD Permittee Signa! —6— "71171 Issued8y SEPARATE PERMITS RECUIRED FOR WORK OTHER THAN DESCRIBED ABOVE Fi w1:;wI:::F� F�E1:'M:f.'1' CITY OF T167A RD e 41 PEFIM:r.-T' NO. SF.7-8921!58 . CITYOF TWARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W.Hall Blvd PO Hox23397 Tigard,Oregon 97223,(,%3)639-4175 DATE ISSUED: 1/1.7/90 PRIM. 1:11"IT,H-(2-. H92,11155 J09 ADIMESS : I-P-4,412 SW SCHOLL'i FERAY PD USA NUMB EW 391.61P 'TAX MAP/I OT 1. 5 1. 3AH(:,' -10J. SUH: 1-1 P I< LAND USE : I-OT SIZE : SECTION TWP: PNG: W(:)PK CA-Av;;S : NF-W USE TYPIE: COMMI::.P('*1TAL P r):1 J(:-iik ri t. at(i r-re ci?m to c:ci in p:I y w i t I I a:l.3. P LI.1.0?!:1, ilk n g ci l ok t:i.(11*1 w 1:)-r ;,Ilei jj I I i+ SOW"ragV) A9011C.y . The permit exl-,)irem 120 d aL y%; from the oiatc? J.%!:j t.je(j . 1'hEa t 43 t at L ;.kmnunt pi-trid wi] I. 1:)m forfvitecl J f *.he? 1,.wrmit expirem . "ll'tc., Ageric.l.j closes n ci t q t i iii,I,- nntivoa the meeuracy of the location of the micle ise.wel.. If thw iscibwer is rich th", iven , the inlii 1,11U11 ','.j f E:? t J.I all direetions from the distanew given . If ,at l5o loeatod , the instialler r4hall pi.irohetiliv 1tk "Tia.p iarid Fticle Slower- girid then Agc.-iric..,y Will il-Ifit,fiC.I.J. F.-L -ENSTALL . TYPI.-.: BUTLA)ING SEWEII :[.'Ml"r-:-AVIOUS APEA: 98000 F TX T(JM." UNITE) 70 ILNONT TMr-)r-K)VIH'11F-.'N'T* : NO I)WELLTNG' UNITS 0 F EES W St - VJ n u e n t 1.1 o v;p W, PF1141*111 111-115 00 N 9205 SW Darn"% Pd . CONNECTioN (jjAp(;E E I..t Jsk 1.1(:1 ON 1.1NE 'TAF iNtiTAI U. PHONE (0303) 291-;2!P5►Fj 014-IC'.P C 0 N T R A C T 0 TOTAL: $6,293.00 This permit IS ilillihd Subject to the regulations contained in Title 14 NO. 60 6 of the TIVIC, State of Oregon Specialty Codes, zoning regulations and All other applicable codes and ordinances. and It is hereby agreed that the work will he done in accordance with the plans and SFWE.P specifications and in compliance with all applicable codes and F 1.NAI- ordinances. The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void it work is not started within 180 days,or if work is Suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to Assure all required Inspections are requested and approved 1 7 e4rnlfqte Ur - Issued By: -f-- F"(.JR SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE City of Tigard • Project Pre-C.onstructiori Meeting Date: January 16 , 1990 3 : 00 p.m. Location City of Tigard Present: Brad Roast., City of Tigard ( 639-4171) ]Kike Shelhan; City of Tigard /George Steele, City of Tigard Jim Jaqua, City of Tigard Crate Bunger, McCormack-Pacific - G24-7430 Gayland Looney, McCormack-Pacific 624-7430 Milt Plews, Excalibur Electric 684-4672 Warren Simpson, St . Vincent Hospital - 291-2298 Items Discussed: 1 � Noise - City of Tigard requires no construction before 7 :00 a.m. or after 9 :00 p.m. 2. Public streets to be kept cleaned. Hose down every day if needed. 3 . City of Tigard Inspection Recorder Phone #639-4175, 24 hours/day. Call before 8 :00 a.m. to get inspection that same day. 4. When calling in use full permit number including prefix for type of inspection. 5 . Architect and owner to submit all addendums, field orders and change orders to city of Tigard for review and information. 6. Cert-.: - details to be clarified, i.e. , pressure treated wool at column footing, corridor fire rated assembly. 7 . Nnaling completion of building, notify Building Department 2 weeks in advance of request for occupancy so that all city departments can review site, planning conditions. 8. Underground fire line to be inspected by fire marshal. 9. Received Building Permit: #BU 8921.55 . Permit good before 1/1/90 requirements. JAN 22 1ion I I z Lj U 1 I N w ` J E- J°` w in rn °. w w vi c�n� UO cvi� � I Q w LL cr 1 M LLJ w w cr V4 W v o F- U � ww(A ~ W Ott uiLL� — - - - -- - -- --- - w LL LL w f l I � V 0 --- ~ W 3 z Uw - - - z � � Q Cl) O J N w U - w w Y It~/1 w Qw - - -- - - - - N 1- _ Cl ui w ` '� �• w cr LLJ 41 4i �►' O E � LL � l � �•� 1' JI I I , 1_ � _� z a \l - *�R i I cr V1 a V LU I q q O Ir w O O W W ti O O w O 2 I I I = z = 0 � O I _(nU I I I Y C) W V. W - ¢ w - -- - _ CL Ub X wLU Lncc 111 H � W a r LLJ Q I LL XLL-- - - - -- --- - - - - LLJ Z �- psi w ►___ � v - -- - - - _ _ v♦ ..1 O U - ' U. , w UJ N q W W w w trw cr =, n � j •i 1 � � � � � I J CITYOFTIGARD a>^RNx-r mo. : E►uc;tqpl55 cm of i6vm COMMUNITY DEVELOPMENT DEPARTMENT ouaarr UAI F: x rst-sL --a1: 1./3.7/10 13125 S.W.Mall Blvd.,P.O.Boa 23397,Tigard.Oregon 91223,(503)639-4175 Pp1 M.PHT.NU. 092155 5 JOB ADDRE5t� : 124412 SW SU111.11..1..T"i 1'"1:.1.11>1' '1AX MAP/1.111 f C; 1 3.100 dttl �' +l-r: l T : 14K L.ANU USE.: CN Ln S17E.: 77:M) Vrill 1 W.1 i'fit 7ON'K�i F DONT. REA11: WOAK MASS, NEW1')WF"I�t. ,l it-4.i r:; : LEFT : n1G,*l'T: USE YYt�: CCN414),1iCIA1_ 1`411, r-ti•ir)il, F X r .WALL GCNST : CCNIiST.TYPE; VN NO. BA 14r:i : N: S, W 110c0t).Glip. : Ef' trrKy7 .LI►'rF t![NCS, OCCUP.LUAD N: S: E. W: NO.GTUpZfK 5; i'1` LCr r: 12900 ACXVr CONST: E1 FIAEC FET? YES li :1Gl1'( : :i,r t4rl 1`.r?01)<) Amr.n !IFF-An? NO PAT 90; 0ASEMFNT? NO '.1`111: t X4JP.SE PAR'1 YES RATED i i HA MLZZANINI'.7 P.'f1 Moon LOAD; "10 (.:r7r)r,Uf FTFW: SPRKL.n7 YES t4LAA147 NO I l(,IbJ(G174-11) I.N:;TEG:r7 1'FLS _HkAT 'TYr-V-t GAS YES r(_,(:1` r:'1'L YES {; ma: 14-All f-14.11 CK t+Y: jll,i P'tii HI►r11S r ft. , 11i.Irc.F�trt. tprtJcm). trfif.ir. :r F.t, , l .firrrl 1N:.7ri�rllt: !ri (J11, '' '1ill,-10i aub,iroct •1`,n fi.ii- Ouvr 0mr:,% vmvi.a�4, . LAST PCXSSUF St . Vil-Ir.,,s,rtt, tt01113wet,r'I•arl SiA11vmll 1'i imir tba).EiC�3.:�U d IYPOth GiW t8nl•rtr-w 144J . 1`'1 ('04 ►iF;,VIC.-,.W Ii ,147-1 .9':1 i ptarttmti(l an 97x4211 1"'I frF: UFPT 01 1!13.r-0 r`►d11(�11: I;i t) !)1 F.'.'i'J -r!r!`�f) t 1`l f k. TAX 14 1'1 i 11'!R I:: 1 (11 riF.N'► L:1 rr:(S-rLli1M) $P-1000.00 t 141``l;1►!Z+"ihi.li C>I�( '- ; a t: (:11td'•i t 171`1`l:) 1 t 1`l! f• i It:( !, 1 r1k.F.:l') f►'� r bU(} , O U :4•�' 3000 8r': '05TH AVENt.IE F'artLr+�, ) tit") Prwj'167r) {0Ift,104. 10� r'H0NL t1903) k'32-41117 ►'1a;•T5 hh`rl]'(1)ti 1.113, th�(:c1`i m i(ITfit. F1C:C[:1:P'r No. f the 1 MG State Of 01 n Specialty Cedes,zonincr rioln1,, rid rill other appticabl fes And ord-ances, And ht.,• IIIr`1il I r7F r) I)darECr7.ekda •:rn, ,i thrlt the work will b-:done hi sccol,'�jnce with tl In. C r r Y /11�1'1'r1.�-1/!;W .o ) :n rni wrl�incF Irl t 1• r1 i 11=+3 sul ,•rt, nig• c F�1:�rM:t r NO. 1:,E1y9Pi91y CITY 7)11 COMMUNITY DEVELOPMENT DEPARTMENT hn{f_ ).r30v.r): x;17 �pro 1 1125 S.W.Hall Blvd.,P.O.So■29997,Tigard.Omgon 97123,15091899 4175 PPI.l„).VM T.I•Kil• 09p!155 JOB AODAESS: 1!!A4i? dN h11+)1_f..') i V01•'i 01) U 5A 140M Ir- : :V?16%% TAX MON'SiLCIT i c� i 3/1FIG %101 I 1 Ly ; F1 . LAN[) U6F;.: 1..0-4 5,77.1' : I 1,{f)"K MAR!-) : Ni.w USIR TYPE' C CMM Rr,' AL lh�r rl.p4�lit:ac,stit a, �ahyta 4c► c:(,m{�.1 �1 wt t11 n► ( 1 1 (,IRltM r(1((1 1�e7FJuttat:lryrlM Cad' tl►6? Urlf,fietd 64WOrage Agency. The permit ,xNir,+iA 1:::1► (J&Y?A From the date iasund. The tOor►l glokcwtt paid wil) 1►+1t ->_r the., 1,oirri,t, vx►,l.re * . T1,er Agency roes n01, gum,%— aantee •hal aecurKry Of thea 1ric'lnt9(.sn cif' thin teidsn nc^ mi, laterwlfe, If thtr uwwer Lai flat '110cutu►9 at t,l,o intsitr+ll.rl• mha►l). prump",t :11 fvvot In all directiar(r1 iraoa th&.4 (9J.%tn.t,d.o givom . If nut too ltaclatodt then infet:allrtr tehall Fsu►�(."t,aw�> a " lop t+ll(i p1►,(1 1.I1it i,(ar_.1c'_y will ir►att.p►.1..1 M 111rt,trlt`al . xta rr�I..{.. T'r! : >1tJ:ll.F)XNC, s,F:bll".It IMFL11- VIOUS AtlEA: (7flDGO F L':►ttr7{: ltl'J;f-I!, ; 7u l t:rif^•tsl" )M{�{Nl►,lF::Mf�.1i')' : h'!) I_l.rNQ U11I t O 5t. VJ. 11r-(L-Ii'b !It's esl►W(,rr',:.,1, ; , , .,,,) I 1 t:':i l ►A'1'1 . VO J 9LO�'1 Sat i' Lrr03w nci . t:'1);:t11.i;'i'1Cl�l t:liA111t:,1x #�►(i?~10 .Uti7 ( ,.r t.a r nd 1;,11 "/:. t , t h• 1�'rl� 7.►.1�,1 i(I_{., , R A C G TOTAL: •6,L293.00 V4 CVIrT"I No. iOC,f3bi This p9rrnit h i,9l od uhl,lct to the r q)uluhon!conlaiu-e,t.n Till 1n ......___._...._r, ......._.._ _.__..... (if the TMC, State of Oregon Specialty Codes,zoning r,-goler I ►st' r: r• I•t'1) 7 N ,r'1 4 101t1r ,,n(! 011 nti,er ap! licabie codes and ordiwinces, and it i5 her ^Sipw 'hat Vi, work will he cl^(le in OCco(rlOnce%ith 11 e plum )` (� n,:e with r0l d( 1 IN''.IPI C I 1 ON PROCHIURC. PI11+1_IC IMPROVLM[NT PROJEC,' WORK l C 1 1 Y OI 1 l GARD, OREGON CnezC. LJ. J[Ewc-�T . o GENERALLY: Cori Lac L Mr,, Mike Mills (phony no. 639-4171), Public Improvement InspecLor', at City Ilia] ] (13125 SW Nall Blvd. , Tigard, Oregon) Lwanty-four (24) hours bofor-n commoricing any construction work within City limits. Also remember, before 'covoring' anything and before 'pouring' anything, contact said inspector. 1NS111"CTION IS REQUIRED! o INSPECTION S1"AGC:: Al- a minimum, inspection is required at the start of and at the end of oacle of thee following work phases : GRADING- .:IRE'S="F(S)- Cut & Fill Staking Wui•',( Nurz, & Vert. Staking Work Temp, Drainage Work Subgrade .'ut/Fill Work Dust/Erosion, Control h, )r•k Curb Form Installation Work [li+ser•ock Installation Work SEWI:R(S)- L.ovoling Cuursn_ Installation Work M,N. & CEI, titrakin,J Werk Woaring Course Installation, Work Pipe Installat.i.on Woric Ill:i.liLy Adj . Work Backfill Instcallatior• Work SI-reetlight Staking Work Air & T.V. lest Work Overlay Installation Work RQsurfacing Work Munumentation Work Traffic & Ped. Control Wur-k Traffic & ped. Control Work i o PEST POLICY: If in 01ribl, fiboeil, whel:hor or -iot inspection is necessary, l_L FOR iNSI'Cc:IION! ke/3712I e + i 4 I I f MI MRANDOM ►:I i : ul I I cA1l1), ORI CON TO: Operations and Cnginv Bring personnel April 26, 1988 FROM: Randall R. Wooley, Acting Director, -ommunity Dovelopil NV lh SUBJECT: patching or Street Excavations In order to bettor serve the muturinj public and Lo protect our pavemeriLs, we need to tighten up our policies on patching of excavations in paved areas . Bpginning immediately, any excavot.ion in a street pavement shall be patched prior to leaving the job site. (;,,,Id mix patches may be used until a pornanent patch can be installed. 'The cold mix patch must be regularly maintained until the permanent patch is installed . If the excavation work is riot compleLe at the eno of the work day, any portion cf the work which has riot been patched must be marked with appropriate barricades and warning signs and lighting. This policy shall apply to all work by City trews and to all new street opening permits issued by the City . If you have questions about this policy, please contact G4.• -f rf rtokk. ur RarvJy"(3AP-"re' J&\bt �Acko hlcc�l ht/44391) F ;� �1;, 1 7. 40.070--7 . 40 . 100 ( 7,40.071 Streets and sidewilks. The owner or respon- sible party shall Teep a pub c street and/or sidewalk abut- ting their property free from earth, rock and other debris . and other objects that may obstruct or render the street or sidewalk unsafe for its intended use. (Ord. 86-20 §4 (Exhibit C(5) (2) (c) ) , 1986) . 7.4G .080 vehicles not to erop material on streets., The owner or operator of any vehicle engaged int a transpor- tation of excavation or construction materials shall be responsible for keeping tie public streets and sidewalks free from such materials, including but not limited to, earth, rock and other debris that may obstruct or render the street or sidewalk unsafe for its intended use , (Ord. 86-20 §4 (Exhibit C (5) (2) (d) ) , 1986) . ,. 7 . 40. 120 Scattering rubbish_ No person shall deposit upon public or private irnperty any kind of rubbish, trash, debris, refuse, or any substance that would mar the appear- Gnce, create a stench or fire hazard, detract from the cle.tn- liness or safe Ly of the properEy, or would qe likely to• inj.rre a person, an 'm:al, or veh'_cle traveling upon a public way. (Ord. 86-20 54 (rxhibit C(5) (6) ) , 1986) . � 5) •• Ieid: !t �x ' �• are •t'';:No t .i'!i1S,,•p f tel?>r..:,tScSZ.. 1.+�G:..�,lat,'� ,�R",,��,_... t ;withatndinp. tire' rem ];�tifpe^pexQd:�,tcc�Tj�alfted in .`Y + `' Sect. on,;5c,( 4).. .it' the'�oode erxfurpamentk;,,,Q ,l �cef.'" ' 4y) detigrminaa :.that' thr�"a]rlb� 8:��inlE,raa4oq ,preaene'i } !, im-n►ed.'.r�r.- Eii�nger� tt�;.thepl{b�.��,heea]�tth;''i" rRl"cty"`pi�'. �;'^' • � 'we��facn' •,�:lta'`.Q•1•i.�.car J?t•. ;:�a+,�,y�.lrp�t,�ittua�i�� e'n �14•�dS��'�''� thnda_' e� br�timeht';,�df* ;�Frt�� t:uiYabl ;ta rtetvve -a ,tto'•ice ,of. •lnfraction`'on`''the,'.`rd� ic+t�denY'•�'or, 'i'!'.. niter •such`service the respondent- q tti$ea"`or i ' it Able. to,;.keme ly .the infraction, the City. .may ,pro;;e,e �'•reaedV--. Oto 'infrnclion an provided. An„Sect ion 6,,.of:, thJ,s Sect,-n 6 • eneT�d11�'., Act�c�l}_by ttla G1tV! -00*tN,t`+!a_3t $jlGr':L� X11! rl4rht . A. ,QX�.p�► r1d, tilher 1iA>`q ,l:� .• J ie r, J. ♦n t 1� ,t y�''Xh°;�„pd� .)nror�e Arfi'�q Ar's'thM x �... o�ltl '-,aftik"! oir•"we]'�i►r' nay, f�l�l�dilt'+ri>ticr ., 'et t•:1v,::tfilfsl. ,�:t,t.,y,�%3 ib��; charVee hn �rMY�ntf f R l ;ton t o ,back•,.to•..t.t1n:rre t� *pongkvn lr�++�.tt•�� r,-� b . 7h.• cod ,•trfort cmt-tlt off ietrr shall have tht, right at renrt'Jnrthle ticen t., enter Into or tpon property In accor- danr•r va) th 1,,w to lnventi(Iate or t ) remedy the lnfracR lun . Fin` GtliL r 811111 k •t acre,-, ` - re of the 1 • ."d by the city iedy: �te it tion . In Oft ! •I• trha ! l i he ndent by ert-tl - f:.1 ,r.., ro—, Ipt r -1 , Pf", rof T)d '�T•' o•ldt!n• that ltrl ise 'S to baL eh 819nlnr,t t, e , ,. .pond(., s f„ operty It not �. � ��°� ��; �' •�•' ' ,invg of t he. not i..e , and shall further r.ot t i —`r Jon R. Jurgens & Associates Ancb{lalvre/PknRhq 13768 NW CarnmU R4 SdAk C rarl4nd,Orwe"2" m/8uAN8 TRANSMITTAL '!YDATE: __— r z COMM AD)RUSS CTI-Y.smis zip REFEEI ENCS: A�gY PRO.Th-CT NO.: _ fJ. THE FOLLOWING ITEMS ARE TRANSMITTED: NUMBER ITEM COPIES DATED DESCRIPTION REMARKS: - -- cc: By: C7� W.G. BERRY STRUCTURAL ENGINEERS 701 S.E. Miller Street Portland, Oregon 97202 503 231-0717 FJICSIMTLE COVER SHEET T0: �� '1 DATE: ATTENTION. � _. -- PROJECT N0: -- PROJECT: REMARYS: - :'0.. OF PAGES (INCLUDING COVER SHEET) : rROM: -� OA • 1 .r ��'f*�'" ' :-'��t;��r" .�,� Q�MI.Y• �`'il :r' '''1`Iji • � i54� 1.0717 n Conference Job st• yincent SchO].s MOB Job No. DOtO111 z 190 , Phone Subject C]Field With flan an 1 n Memo To Job Observation Weather Condition _ Time- Distribution ime Distribution _ BY 44 , - -D ti, roti Meunhhck`Pacific called with a qukio-h cegarding the a�1a d f ..�� ITT]. Glu n that is adjacont to the elevator pit• 'The footing Onderdeath thislu n eeds ko be it the bottom of the'ele�ator plt, bul it appears Iroaj the f c� - lab over the _,..11 _.. _ .. ._.. y top of iheTooting wliZch v�ouid � ttiirlC�ne'i� g tlbt get �owr1 to"the--libttom,of the elevator Ott• The DeZai1 in question is 19 �lieei 4.--1 g -�- have en�los�d a copy of Detail 1'9 on �1T;eet 3.d as Figure C. 'This Detail Jho"we� a dimension of 1 foot frim the center Line of the colulnn I } t8 th� Left, "iiito be a note here that 1 have addedbacic i4. The'arall ?�lfhd the e]et�ai:�r p•itis io ettend unde - �neatli'ihis'cblumii'- nd pest l , 1161.110—V-6 ild'slt-oh top of the footing underneath the cbluean. From that n s p�inl un yon would use-thwe thickened slab Detail hich is 1-1 a� Sheet 3.4. 1 1 4 I , t i f vr Guy 4 t, �►,Cv�iv� Tep x r�v✓� s Jic� rAsr � �F cv�kNr yr��2 ,r��wN •ro "°"�` /zoppr/"/e1 41' NO 2 v4-"-r% i.a.. -J ./", CA C Fa0N T w.i^u- T'J P COL 115 pt,.,A►J F rl Rah- g uG21a Qr $x ix I o"^ I,/vl wx - PLA NJ C-�AFLIVI:e- � Iq I -' �,y�a�,1�6�>xr;�'.;+r+�3i+d:;:�Cl�+l�iGdf.iJ�+'��,.4sr'�h�+� �- l+�• January 12, 1990 C'TYUP TIGARD OREGON Don Chan Jon R. Jurgens & Associates 13765 NW Cornell Rd. Suite C �_� Portland, OR 97229 Project: St. Vincent's Office Bldg. 12442 SW Scholls Ferry Rd. Dear Hr. Chan: Plans for this project have been conditionally approved, prior to any permits being issued, or auy work being done on the site, we require that representatives of the firms which will be immediately involved in the project meet wish our staff. The purpose o:' the meeting is to give those involved an explanation of our plan review, answer queetions about plan review comments, disci,:ss any special details which will be required, and to outline our project inspection procedures. The Building Permit, and any other required permits, may be .issued when we have held this meeting, provided all releases from conditions of the Site Development Review have been granted by the the City Planning and Engineering Sections, 'I�lease call ue when you have selected a day and time which will be most convenient for those involved. Our inspectors, and also plane examiners tf you wish, will attend the meeting. We look forward to discussing this project with you, and working with you to assure its timely completion. If you have questions, or if we may be of assistance, contact us at any time. Sincerely, Brad Roast Buildirj Official FAX (503)684-7297 13125 SW Holl Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 --- ---_ i r ST. VINCENT SCROLLS FERRY MEDICAL PLAZA r r SUBCONTRACTOR LIST AND SCHEDULE OF VALUES i i SCHEDULE OF ' ITE1!� SUBISi PPLIER VALUES r General Conditions McCormack Pacific $ 82,700.00 Curbs/Striping McCormack Pacific/N.W. Extruded Curbs 17,254.00 Excavation Medoff Excavation .51,463.00 Site Utilities Moore Excavation 26,057.00 A.C. Paving Parker N.W. Paving 63,862.00 Landscaping Metro Landscaping 32,534.110 Concrete McCormack Pacific 78,547.00 Gyperete UI!ra Quiet Floors 4,075.00 Reinforcing Oregon Wire/Service Steel 4,665.00 Masonry Bromley 170,047.00 Structural S+ncl Baseline/A-36 Stuel 89,823.00 Carpentry McCormack Pacific 103,305.00 Glu-Lams Wood-Lam Structures 850.00 Truss Joists Trus Joist Corporation 35,565.00 r Casework/Millwork Aocura Interior Systems 32,616.00 Waterproofing McCormack Pacific 550.00 Caulking West Coast Caulking 1,440.00 Roofing Pacific Rooting 20,920.00 I Flashing and S.M. TT&L Sheet Metal 11 ,962.00 Roof Hatch W.H.Cress 605.00 Doors,Frames,Fln.Hrdwre Baxter & Flaming/Chown Hardware 6,721 .00 I Alum./Glass/Glazing Northwest Glass 82,588.00 r Drywall/Mtl Studs/Oryvit/ Acoustical/Insulation Haas& Hathaway 146,363.00 Auto Entrance Doors Advanced Entry 3,700.C ' Reslllent/Ceramic/Carpet Landry's '10,750.00 Paint/Wall Covering/ Brick Sealer Relchal Painting 15,21 1 ,00 Bike Rack W.N.Cress 1,610.00 Mall Box Academy Specialities 11100.00 r Fire Ext. & Cabinet W.H.Cress 424.00 Toilet Partitions W.H.Cress 1 ,350.00 f Toilet Accessories AcadAmy Specialties 4,300.00 i Elevator Westinghouse 26,480.00 Mechanical Carroll Mechanical 236,500.00 Fire Protection Wormald 29,610.00 Bond McCormack Pacific 14,400.00 TOTAL $1 ,459,947.00 r i zea - .a d >1 : ewa0 :3 :3w I z : 9 z nNi 06 - b - N " . 13125 SW HALL BLVD. PERiVI�� P. O. BOX 23397 �JM RING lumbin TIGARD, OR 97, 23 {�plicants must hold Oregon Reglstntion to ca pg 'wsirtfSsamustbepropertyowr><r/operalornolhiring hiringoutsidcIP- (503)639-4175 "I - Neer W of Development -1 Plumbing Permit No: -- Description AMT. AMT. ,�.Add- / ("� oas els-zl-�lo OVAN. -_ Job Tax Lot Map.No. - FIXTURES Address - -- Sink 7.50 tDt -- 7.50 ___ Lavatory --- }Tar„e-Za name�a Fiusness --1 er 7.50 Tr:�or 1 w.'ctawComb.r _ ---- ---- _ mSi ass - ghower Only -_ 7.50 Water cb7.50 set _ %State - (honer ChY � Dishwasher`-�-_ ---- - 7.50 - --- phone - Garbage DiSposat _.------ 7.50 Washing Mactw-* ------" 7.50 Name Floor Drain -- 7.50 u WaterHeater _ -- - --- at teas - 7.50 + Laundry Room Tray -- - 7.50 - occupant City/State Urinal 7.SU _ _��ttX19— Other Fixtures(Specify) 750 7.50 )diiTatq ass ---- 7.50 Gontractor OtY/State MISCELLANEOUS - ----._ �v 30.00 UW Ta ------.._-__»-. 6 x fJo Sewer 1 st 100' _ - -"- 15.00 Sewer ea.Ar d.100' _--- tate -hoar-dFTo. tete Tie<s�ius Bc-1 0 - --- Wafer Service 1st 100 (Pesidentiatl -- --- ------'-� - Water Service ea.Addit 15.00 kit--tion 30.00 r d I t�yy acknowbdge�that 1 have read this application.that the�also Sinrm a Rein Drain 1 St_100'� -- green is oorred That 1 am regisiwed with the State tiundees Board. i -- 15.00 are crx*ed-that an have a State Pkxnt� V fiow%sa thai the r�ni)em 9�n t Ore ��aDrain ArMit.100 - Mrorh w�be done in accordance with' �yrs 25.00 gcxi Revised StahAes Cts� 6 O (MM BVPWI"e s�>trl from Month Home Space ---_ - no help wig be employed Back Flow Pnrverrtion 7.50 SUta registration.phase V^re reason below)- Device or Anti-Pokkon Device- --- f 1c WFLOWNERS-1 hereby cw*tivd 1 am the owner o1 theme�ot Any Trap or Waste Not 7.50 sr r abed above.at which k3caom 1 propc�b nuke a pkimi�rg b■Fxtrxe_.f---._ -_ rtry own bo and ttsls c!r'r�ertY kr not bekq oonstnx�r� tab•base or rent CorrAcled 7.50 Catch Basin - - -- -- - 40.00Par 1 r -_ --- - - - - -- kup.of Fjdat.Pk$Tt*V� - klspecUetu .00 peg r. Specialty aeq� - - ---- -...-..--- - - -- .of Plumbing wNNn 15.00 min. - - an EXdeting Bldg - 25.00 min -- New Bldg.or&M.AddHbrt_ Md _ WUTHonaD.;.j_GHATI IRE Q i311t a f�A 1 --- 15.00 t7eacrit>tt worlr rMvv 4 addition[] alteratiorepair n❑ 05 ential ^o1--reek�ertha--I ----- CtWng use of5UB-TOTAL Q --- - -~- - 5$ � txAk�ttq(NtNoSwrtY - - - -__---SURCHARGE IiL� r l'ro4iOsed u0a - -- -25% PLAN REMEW ,457- _—.- • NtT�1f:T t�aoorr►ea rrAl and+rokl M wuh or ocxunuo&)n&U#vxUad is not axe TTda perrt�M M 0orstnrrikrn or wrxkr*(WWWiad or rnwr�wiw�thintlOdalaxfr go.? a pori(A rA ta0 days of any&tw attwr wcxk U rxxrxn«vxH1 S"CtAL.ppND(Tt(W'% -- - by __----- vete Ie�trrKl Jon R. Jurgens & Associates Architect/Planning !3765 lqW Cornell Road, Sulte C Portland, Oregon 97229 Warren Si,n son St. Vinceh. hospital & Medical Center 9205 SW Barne, Road Portland, Oregon 97229 Project #87133 Scholls Ferry Medical Plaza R-8, 9, 10, 11, 12, 13 December 20, 1989 Addendum #4 t R R ! # ! # R R # R • ! # f • • f # f R R R # R • # • # # f # # # f ! ! ! # # # # # • ■ • M This Addendum forms a part of the Contract Documents and modifies the original drawings and specifications. 44.01 5pecification Section 00520 - Delete progress photographs and one project sign. sj A4.02 Specification Section 0105(Z—V1 Engineering: Delete licensed land surveyor. A4.03 Specification Swim UQ5 - A-.vhalt Paving: Delete herbicide treatment. A4.04 Drawings Slicel,2,11: Revise parking pavement to 2" thick of asphalt concrete over 6" thick of.3/4" minus base rock. A4.0; 12Eavings She 0.2,1.: Revise entrance driveway pavement to 2-1/2" of asphalt concrete over 8" thick of 3/4" minus base rock. i A4.06 Driving Sheet 4.1: Revise circular planter. Delete masonry wall, 1'-0" wide cor:.rete curb, 2'••0" wide concrete pavement along the planter and 4 spokes. Add 6" high standard pour-in-lace concrete curb and 2'- 0'wide outer concrete paving to remain. See Drawing R-8. A4.07 Drawing h ct 2,2: Revise first floor elevation to 232 feet and modify parking and landscaping grades accordingly. Change the first floor construction to 4" slab on grade. Slabs at the corridor and lobby areas are included. Tenant area slabs are exclused. Two additional 4" sewer tees have been added under the corridor to allow for future tenant connection. See Drawings 12-H, R-12 and R-13. A4.09 Drawin i.,gq 2.1: Provide alternate bike rack (Brandir RB09 hot dipped v.!,anIMI) in Jen of specified. .bm R..Inirzens 4 Associates Architects/Planners #UI34A4 r A4.09 Delete dampproofing at :oundation walls below finished floor. A4.10 Drawing.Sheet 2,4: ReviseJunipers unipers to 1 gallon at 30" o.c., Azalea llexe to 1 gallon, and substitute hydro seed lawn for sod. A4.11 Drawimpv- h� S eet 4.6: Delete 16' x 2'-6" brick wall at raised roof parapet and replace with standard metal wall flashing at 6'-0" south of Grid C See Drawing R-10. A4.12 Spifi a i n >�i�Q4 ( -4 - Masonr�Ancl_ior & Tim: Revise brie'- tie system. Submit sample and data to the architect for approval. A4.13 Specifi ation Spction 05120: Delete prime paint on structural steel. A4.14 Detail 418.1: Modify roof access ladder to standard vertical steel ladder. A4.15 Dings 3.3 and 3.4: Revise truss sizes to facilitate production economy. Submit shop drawings for review. A4,10 Modify,vanities to a standard flush front detail. A4.17 Detail 74,5: Delete 1" x 1-1/2" white oak bullnose trim at wWl base only. A4.18 DgtajLi-LLQ: Modify thicki;nss of base cap at the stair and rnrzzanine to 3/4". See Drawing R-�1 A4.19 Room FinisliSchedule - Rooms as 103 and 205: Delete white oak wood base from 1st and 2nd floor corridors and replace with 4" coved rubber base. A4.20 Modif balance of rift white oak millwork to plain sliced white oak. (Architect to approve material selections). A4.21 Section 07520: Revise roofing sppecification from Owens Corning 33-NC to 31- NC. Substitute Derbiguin SP in lieu of Derbigum I-IPS. A4.22 Drawinp. Sheet 4,6: Delete mechanical sciven wall at roof. A4.23 Replace one F.;t of automatic doors with one pair of standard U.S. Aluminum storefront doors and hardware. Provide additional aluminim panels and trim work to match automatic sliding �ir�crr. lon R.Jurpn,&Asuxinles ArrhltW /Manton aMRRi1t�; A4.24 Replace specified storefront door hardware at Door No. 101 A l entry with U.S. Aluminum standard commercial grade hardware. A4.25 Drowing Sheet 5.1 - Window Frame Schedule- Reduce 10" aluminum window wall jambs to 5-1/2" sections. A4.26 Dr win h l: Delete reflective solar bronze windows and replace with standard solar bronze. (Leave reflective volar bronze at the central lobby are, only - :) window sections). A4.27 Revise wood doors to PBC core in lieu of stave core A4.28 Delete mortise lock hardware requirement. A4.29 Delete finish hardware itti-ns as directed by Architect. Revise thresholds to aluminum in lieu of bronze. A4.30 Replace mortise locks with cylinder locks (l.evon). A4.31 Revise interior studs to 25 gauge. A4.32 Delete vinyl wall coverings in 1st and 2nd floor corridors and add paint. A4.33 Revise elevator cab door to baked enamel finish in lieu of stainless steel. (Custom color). A4.34 Fire Protection 1. Move fire department connection to north wall of building. Must be approved by local and state fire marshal. A4.35 Mechanical i 1. Modify roof drainage system as specified: A. Delete drains under entry mat. i B. Delete all rain drain lines bel(,tiv first floor. C. Tie all roof drains directly into nearest exterior storm drainage system. D. Tie canopy roof drains directly into nearest exterior storm drainage system. See Drawings R-9 and R-13. 2. Provide A.S.B. waste and vent pipingg thmu&hoot. (2nd floor waste and vents on waste only shall be cast iron). cc: Gayland Looney, McCormack Pa,.ific I l Ion R—.omens R AvvAntes Archlfeefs/Planners ORRIA4 cc U - I O wdu Z Cu ---- � L 0 0 i901 - - Iz. or - -- - - 1 I AA IL a MI•� � ,4.1► � . Jon R. Jurgens & Aw)6ates nrcr,k«turt/Manning ST. VINCENT13765 NW fZ S PortWd.OR 97224 d. Suite C SCHOLLS FERRY M.U.B. 303/626.0695 ^___Mte: �,Iq, Ic"Praim Number 87133- gar �e aer q. e,40 I i Loll fN CliN Q .ion R. Jurgens & Associates `?SIN Arrhiwum.,Planrund ST. VINCENT 13765 NW Cornell Rd. Suite C 0 Portknd.OP.97229 SCHOLLS FERRY M.O.B. 503/626-069yNte:nom, i'miect A 7133- 1 a Ak, — �, — --- 301-z" Ori 4 T 4(51 -TOP - -- — C LOW MINT . 9�Nr7iNC� -- RooP Jol**T� e TOLJC. -- 24 f R F"1 ZI�R-A�,. �i 1J04.SCt NiFTAI. D� �L� P►�O. �s.,.is Y> ►- �,Rp�IQI.�r'I FLaS�i�l,� �v x 2 Co G'►-� a� PL'( r�F�►�C� Jon R. Jurgens & Associates !?UO.tr ArrhAclng 1-1765 v,' (-weld Suite ST. VINCENT INCENT L-V ad,O 729 SCH LS F�Rr R' Y M�.0a.�8. rt -0xZ q x r _ y1 87133 a ff qw Ar IRK wil to;to+Yr dp. /�+�!.e• 6'r1�n+r•�lt- (Ss+ �rc+�lJ f+►�) I I WAP, 1-1:z IAA. POO Jon R. Jurgen, & Associates Archheoure'PlnnninR ST. VINCENT „ I P�;nm�WOR 972N c`�"e` SCHOLLS FERRY M.O.B. soy 6 .Oh95 �« OqG. (01J&Jffftoxct Numher 87133 c uqunN ndo>d - -Z 711 S69"Z940( ( '8'O'W AH83d S110HOS �zun lio rNI qj I _l a1mS'PN Ihwo.l MN 59Lt I f IN30NIA '1S 111.•mfm flamrawq Jv I 1 glNO `-llTq WV lYsua'Fmr '21 uOf to .,, dl am 111 � `� I OOL�I�`-► c� �� •� >r .* Wrj�tA �f( �, 1�'l R�r N( ham• i /O N �alIZ mas T 2 rN' p \ I \ I \ , __ � 441, ,1 W tj W �7 d h JJ l ly a it Y. IJ I I 7 a + w nm IL 40 UJ z �•�. 1-- -..-.J� � , .-�-�F 111 .- , c --- 1N ��, W SCKo 4serry Rd.- --W -J;- -Ft- N N S, . '—— cc l L B MN-MN 1-4-,.t 'ran a1vu tin wry M, .9.O.W A883J S-11OHOS t+IIAUO O'PI*l cI J arms DN tlawo�MN 14Ll l .LN3JNIA '1S xmtlutqd/amwtly.,,y sa�Y►�x�ss� �.,,,-uMin f •-d uol• a' Lu 114} f �J Il - ; 1 ��- .I- ---- f .._____.._-____ -- '�� _--- t—'�_---- I 1 I ,�11 V141 L!1 � -__ e-i 1 1 1 LL1, -JJ1 1 1 , ' I I p 11 I Ir---- I ' ' 11 11 rr 1 1 1 I I Yr LI 11 I V �I ,ttl I 1 I i II , li I 1 1 I 11 � 1 I I`,y-- , 11 t I 1 I ■+ N 1 1 1 1 1 ' '' ♦ V 1 _J 1 1 1 1 --yr---•-�-7��r---� _f"'----tet .v�y 1 1 �I�I 1I I 1 YiL a� 1 11 I vlt _ 'L'L LL , 1 I _—� ! n L �9 ^1 1 {I _J 1 ' I + 1 Q --------- ------ - ® -------;�--- 13125 S.W. HALL BLVD. N.O. BOX 23397 C11 YOF TIORM TIGARD, OR 97223 OREGON (503) 639-4171 SDlZ —OS� TO: Sr l/rNLnvrs D is- 41 L)_ 6 N DSK FOM: v — d4� 7�f•E C"/U Pe66LEri'1$ /L y� 7��L. � T7la4T" i + } _ Llb REPLY --__.- SIGNED __.... _ --.----------- DATE- PLEASE RETURN ORIGINAL COPY WITH REPLY. KEEP PINK COPY FOR YOUR RECORDS. ok ORIGINAL A MEMORANDUM BUILDING DEPARTMENT ID: Planning, Engineering Dept. Respond By�) FROM: dim a ¢C'j(da_ For Your information DATE z '�_ !•�—Sign and Return SUBJECT: S3/_ Lac,*-,ez /Q$Lr gxt,: S-W _akllr � )c lAdv7o�z The building department has completed the plan review for this projec*. Please notify us when your department's conditions are met, so we may isoue permits for construction. Approved for issuance of permits By: Datery 1 14 I MEMORANDUM BUILDING DEPARTMENT C TO: Planning�$ngineerin Dept. Respond By-6V130-- FROM: d� For Your Information DATE: ///�.29/cy9 l s--gn and Return SUBJECT: . 11�12L�L� eNiC'o/ The building department has completed the plan review for this project. Please notify us when your department's conditions are met, so we may issue permits for, construction. Approved for .iasuance of permits By: Dat": MEMORANDUM BU1'_7ING DEPARTMENT TO: Planning, Engineering Dept. Respond ByJ { FROM: ��/fij�Yf�ra�� For Your Information DATE: LFo/ign and Return SUBJECT:, L. ticc�1� i�l�r��r,/ C.�fire ��G� iii//r The building department has completed the plan review for this project. Please notify uu when your department's conditions are met, so we may issue permits for construction. Approved for issuance of p#-rmits By: _ nate: / / -/ TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755• Beaverton, OR 97076• (503) 5262469• FAX 526-2538 November 1: . 1989 Westlake Consultants Hilltop Business Center 7340 S.W. Hunzi.ker, Suite 204 Tigard, Oregon 97223 RE: St. Vincent's Scholls Ferry Medical Office Bldg. Addendum 01 Gentlemen: A review of the addendum sent to me i.s approved as submitted. All inspections and hydrostatic testing and flushing shall he witnessed by Tigard Water District between water district street piping and backflow preventor. Hydrostatic testing and other tests and inspections shall he conducted by the fire district. If. I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchil_l_ Deputy Fire Marshal GB:kw cr.: Tigard Building Department '- Smoke Detectors Save Lives 1 « � r •f f a a a a f a f a f f a a a a r a f f • ♦ • r • r r r r • • F AX T R /1 N S M I T T A L M E M O T 0 ^ �l 10L?1jT NO OF DEPT: Civ .:,L�_FAX p• 3qt 7 ( PAGES FRom, , —PH0NE:L1 La-9/71' L-� CO:�✓ FAX Po�hlt bra. .transmdtal memo 7671 MEMORANDUM CITY OF TIGARD, OREGON TOs Notification List MLP 89--14 DATE: November 15, 1989 FROM: Jerry Offer, Development Review Planner SUBJECT: Change in Conditions of Approval MLP 89-14, SDR 88•-05 On October 27, 1989, the Planning Division approved, subject to conditions, a request by the Sisters of Providence - St. Vincent Hospital for Minor Land Partition approval to divide an approximately 5.6 acre parcel into three parcels of 1.78, 2.12, and 1.68 acres (MLP 89-14). The parcel is located on the southeast corner of SW Scholls Ferry Road and STY North Dakota Street. Previously, a Site Development Review request to construct a 24,000 square foot medical office building in the .northwestern corner of that parcel was approved by the Planning Division (SDR 88-05) . As conditions of approval for both of the above decisions, the applicants were required 1-7 provide for right-of-way improvements including pavement widening, curb, sidewalk, storm drains, and streetlights prior to recording the partition or prior to the issuance of a building permit for the office building. Typically the applicants would satisfy such a requirement through preparing construction plans and posting a performance assurance for completion of the improvements before occupancy of the site. Subsequent to the issuance of the Minor Land Partition decision, the Oregon State Highway Division notified the City that Highway Division plans for improvement- and widening of Scholls Ferry Road in that area call for a slight elevation of the road surface along the property's frontage relative to the existing road surface. The Highway Division's plans therefore make improvement of this section of roadway in advance of improving adjacent roadway sections impractical. The Highway Division has therefore requested that the City of Tigard modify the conditions cr approval of the beforementioned Minor Land Partition and Site Development Review applications to require payment of a Pee equivalent to the estimated cost of installing improvements along the site's frontage. The fee would be dedicated to the construction cost of improvements to Scholls Ferry Road that would be constructed by the State of. Oregon. Th-)so improvements are tentatively scheduled for constrUCtion in 1991. The City of Tigard Engineering and Planning Divisions have reviewed the Oregon State Highway Division's request for modification of the conditions of approval for these decisions and found such a modification appropriate. Therefore, condition of approval N3 of Minor Land Partition MLP 89-14 and condition of approval #1 of Site Development Review SDR 88-05 are hereby replaced as follows: The applicants shall prepare an estimate of the cost of installing increased roadway width, sidewalk curb, storm drains, and streetlights along the site's frontage. The estimate shall be approved and stamped by a registered Professional Engineer as an accurate representation of estimated construction MMEMEM costs and shall be approved by the Oregon State Highway Division. The applicants shall pay to the city of Tigard a fee equa:. to 100 percent of the estimated construct-lon costs less the cost of any necessary interim street improvements. :'b,- fee shall be transferred at a later date to the State of Oregon to be ap )' ►.ed to the cost of improvements to Scholls Ferry RoRd to be constructed f;y the State of. Oregon. This change of conditions shall be final on November 27, 1989 at 3:30 PM unless an appeal is filed. information on appealing a decision by the Planning Division is contained on page 6 of the decision for MLP 89--14. f(�w ()v Approved: Keith Liden Siq d: FelintReview ryr Senior Planner ( Planner br/MLP8914.jo CITY OF TIGARD - NOTICE OF DECISION MINOR LAND PARTITION MLp 89-14 SISTERS OF PROVIDENCE - ST. VINCENT HOSPITAL APPLICATION: Request by the Sisters of Providence - St. for Minor land Partition Vincent's Hospital approval to divide an approximately 5.6 acre parcel into three parcels of 1.78o 2.12, and 1.68 acres. Zoning C-G (General Commercial), CN (Neighborhood Commercial) and C-p (Commercial Professional) . Location 12442 SW Scholls Ferry Road. Southeast corner of the intersection of SW Scholle Ferry Road and SW North Dakota Street (WCTM 1S1 34BC, tvx lot 401) . DECISION: Notice is hereby given that the Planning Director's designee Cor the City of Tigard has APPROVED the above request subject to certair, conditions. The findings and conclusions on which the decision is based are noted below: A. FINDING OF FACT 1• Backgroound Information The subject property was anrcxed to the City along wi�-h several other properties in 3.976 (ZC 12-76) . The Comprehensive Plan adopted in 1983 designated the northern section of the property Commercial Professional. The larger southern portion of the parcel was designated Medium High Density Residential. Site Development Review approval for a 304 unit apartment complex on the southrrn portion was granted in 1984 (SDR 22-84) . In the aprin,-r of 1985, a Comprehensive Plan Amendment and none Chenge proposal to change the designation for the entire northern portion of the original property from commercial Professional (c,-p) to General Commercial (C-G) was reviewed (CPA 3-85/ZC 3-85) . The request was denied by the City Council and subsequently appealed to the Oregon Land Use Board of Appeals. The City Council's decision was upheld„ In the fall of 1986, 3 Plan Amendment and Zone Change proposal was requested to change the designation of 3.9 acres of the parcel to General Commercial (C-G) (CPA 10--86/Ze 18-86) . The ensuing staff, Planning Commission, and City Council reviews culminated in a modification of the original request and redesignation of the eastern 2.9 acres of the site as General Commercial (C-G) and redesi,-Ination of the northwest corner (1 acre) of the site as Neighborhood Commercial (C-N) . The southwestern 1.7 acre portion remained designated Commercial Professional (C-p) . On March 25, 1988, the Acting Commiinity Development Director approved a Site Development Review request (SUR 88-05) for development of a 24,000 square foot medical office building on the northwestern corner of the property. Construction has not begun on that building although building yet requested, 9 permits Dave been NOTICE OF DECISION - Sisters of Providence - St. Vincent Hospital - MLP 89-14 Page 1 Af i i i i i 2. Vicinity Information East of the subject property is the Greenway Town Center shopping center which is zoned C•-G. Across North Dakota Street to the west is another parcel zoned C-P which contains a veterinary clinic, a warehouse barn, and a residence. South of tax lot 401 are the Meadowcreek Apartments which are zoned R-25 (Residential, 25 unite/acre) . Across SW Scholle Ferry Road are parcels zoned OC (Office Commercial) by the City of Beaverton. This area is primarily undeveloped. SW Scholle Ferry Road is functionally class _fied as an arterial and is under the jurisdiction of the Oregon State Highway Division. North Dakota Street is classified as a minor collector street. Both streets contain two traffic lanes .end turn lanes. The intersection is signalized. SW Scholiz ?erry Road, along the site's frontage, does not presently include curbs or sidewalks. Curbs, sidewalks, and street lights currently exist along the North Dakota Street frontage. 3. Site Information and Pr�eal Descri tion Tax Lot 401 (5.6 acres), the subject par,-e1, is designated with throe different zoning districts. Thr, northwestern corner, the Bite of the future medical office building, is zoned both C-N (Neighborhood Conmercial) and C-P (Commercial Professional) and contains approximately 2.1 acres. South of this area is approximately 0.6 additional acres zoned C-P. This area is a vacant, open field. The eastern 2.9 acres is zoned C-G (General Commercial) and also is current,y vacant. The subject parcel slopes from the east to the west and north. A sign for the Meadowcreek Apartments is located in the northweatern corner of the parcel. The applicants propose to divide the subject parcel into three parcels of approximately 2.12 acres !containing the proposed medical office building) , 1.78 acres, and 1.68 acres as illustrated in exhibit one. Fifteen foot wide reciprocal access easements would be located along the boundaries between the parcels so as to allow for development of a private internal access road serving the parcels. A 55 square foot- sign easement would be located just south of the access easement along SW North Dakota Street. A 20 foot wide section along the parcels, SW Scholl.s Ferry Road frontage is proposed to be dedicated to the State of Oregon in accordance with the decision for SDR 88-08. NOTICE OF DECISION -- Sisters of Providence - St. Vincent Hospital - MLP 89-14 Page 2 4. Agency and NPO Comments The Engineering Division has reviewed the propoe•al and has provided the following comments: 1. The applicant: proposes to divide a 5.6 acre parcel into three parcels. The applicant has submitted a detailed topographic map showing the proposed parcels. 2. The site fronts both SW Scholls Ferry Road and SW North Dakota Street. One access to each of these public streets is proposed for a private road serving all three parcels. The private road would be located within a thirty foot wide ingress-egress and public utility easement. The accesses are at nearly the same location as approved by a previous application (SDR 88-05) to develop proposed Parcel 2. 3. SW Scholls Ferry Road is a state highway. The applicant proposes to match the existing right-of-way to the east by dedicating an additional 20 feet of width to the existing 30 feet from centerline right-of-way. The Oregon State Highway Division has proposed improvements to SW 'icholls Ferry Itoad as described in "Scholls Highway, Hurray Boulevard-Fenno Creek, Hearing Study Report; May 1989. Right-of-way dedication and improvements to SW Scholls Ferry should be as described in that report. 4. The SW North Dakota Street frontage is improved with a 20' wide paved width from right-of-way centerline, curb and sidewalk. The street increases in width as it approaches S.W. Scholls Ferry Road because of a left turn lane. This reenits in a portion of the sidewalk being outside of the right-of- way. 5. The site drains to existing storm drains In SW Scholls Ferry Road and SW North Dakota Street. 6. Sanitary sewer service is available from an existing sewer near the southwest corner of Parcel 3. A public utility easement ; required to provide service to Parcels 2 and 3. The City of BeLverton has reviewed the proposal and has commented that any access to or from the property onto SW Scholls Ferry Road should be limited to right turns only. Beaverton has also commented that future developments on these parcels should be required to provide a sidewalk along SW Scholls Ferry Road. The 9uilding Division, Tigard Water District, General Telephone, Northwest Natural Can Co. , PGE, and NPO #7 have also reviewed the proposal and o'.fereu no comments or objections. NOTI!'% OP DECISION - Sisters of Providence - St. Vincent Hospital - MLP 89--14 Page 3 B. ANALYSIS AND CONCLUSION Community Development Code Section 18.162.ujU conZ::-Lns the following approval criteria for approval of a land partition request: 1. The proposal conforms with the City's Comprehensive Plan; 2. The proposed partition complies with all statutrry and ordinance requirements and regulations; 3. Adequate public facilities are available to srjrve the proposal; 4. All proposed lots conform to the size and dimensional requirements of this Code; and 5. All proposed improvements meat City and applicable agency standards. The proposed partition complies with these appi:oval criteria. The parcels all exceed the 50 foot average minimum lot width standard of the three applicable zones and the minimum lot sizes of each of the zones (C-G zone: no minimum size; C-P zone: 5,000 square feet; C-N zone: 6,000 91.uare feet) . Because partitioning would appear to facilitate development with the uses permit-ed by each of the zones applied to the parent parcel., partitioning is supportive of Plan purposes. The parcels will be adequately served by necessary public facilities although utility extensions may need to be made to allow del•elopment of the Individual parcels. The lots all will have frontage on public streets and will receive adequate and safe access through the private road to be developed along the parcels' internal boundaries. Reciprocal access and utility easements will need to be recorded for the proposed joint accessway. As a condition of approval of the partition proposal, the applicants will be required to dedicate additional right--of-way to the State of Oregon and improve the SW Scholls Ferry Road frontage of the site to arterial street standards in accordance with the recent study of the needs for this section of Scholle Ferry Road. No further improvements are necessary along the site's North Dakota Street frontage. Pr.cposala for development of any of the created parcels will need to be reviewed for compliance with Plitn and Community Developme-It Code standards through the Site Development Review or Conditional Use processes. A 55 square foot sign easement along the site's SW North Dakota Street frontage is indicated on the proposed partition map. The City of Tigard has no _.omment regarding the proposed establishment of this easement except to note that e,cistence of such an easement does not in any way guarantee that signs may be erected within this area. C. DECISION The Planning Director's designee approves proposed Minor Land Partition NOTICE OF DECISION - Sisters of Providence - St. Vincent Hospital - MLP 89-14 Page 4 MLP 89-1.4 subject to the following conditions: UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE SATISFIED PRIOR TO RECORDING THE PARTITION WITH WASHINGTON CCUNTY: 1. The partition survey maps and legal descriptions for the parent and newly created parcels shall Le submitted for review and approval bef.sre recording. STAFF CONTACT: Jon Feigion, Engineering Divisi.on. 2. Additional right-of-way shall be conveyed to the State of Oregon, by and through its Department of. Transportation Highway Division, along the SW Scholls Ferry Road frontage to increase the right- of-way to 50 feet from centerline. fhe description shall be tied to the existing right-of-way centerline. (For additional information, contact Myron Melick; Oregon Department of Transportation, Right-of-way Section, 7.165 !3W Fir Loop, Tigard, OR 97223, 684-1510) . Verification that the conveyance is completed shall be provided to the City of Tigard Engineering Division. STAFF CONTACT: Jon Feigion. 3. The applicant shall obtain a permit iron the Oregon State Highway Division to perform work within the right-of-way of Scholls Ferry Road. A copy of the permit shall. be provided to the Engineering Division before issuance of a public improvement permit. Improvements shall include road widening, curbs, sidewalk, signing, striping and any necessary storm drainage improvements and street lights. STAFF CONTACT: Gary Alfsor, Engineering Division. 4. Additional right-of--way shall be dedicated to the public along the SW North Dakota Street frontage so that the existing sidewalk anu ether public improvements are entirely within the right-of-wry. ,,he description shall be tied to the existin,7 right-of-way centerline. The dedication document, shall be on City forms available from the Engineering Division. STAFF CONTACT: Jon Feigion. 5. A joint use and maintenance agreement shall be exeCLted and recorded on City standard forms for all common driveways. The agreement shall be referenced on and becomF part of all applicable parcel deeds. The agrcemp::t shall be approved by the Engineering Division prior to recording. STAFF CONTACT: Jon Feigion. 6. A fifteen (15) foot wide public utility easement to provide sanitary sewer service to Parcel. 1 and 2 shall be executed and recorded on City standard forms. Phe easement shall be referenced on and become part of all applicable parcel deeds and approved by the Engineering Division before recording. STAFF CONTACT: Jon Feigion. 7. Five (5) sets of plan and profile public .ir rovement construction plans and one (1 ) itemized construction cost estimate, stamped by a NOTICE L? DECISION - Sisters of Providence - St. Vincent Hospital - MLP 89-14 Page , `► �+or � aw ,er ReeTistered Profeasional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Division for approval. Two (2) sets of plan and profile plans shall be submitted for preliminary review prior to submittal of final plans. STAFF CONTACT: Gary Alfson, Engineering Divis!.on. 8. Construction of pr(-posed public improvements shall not commence until the Engineering Division has approved public improvement plans. The section will require a 100 percent performance assurance or letter of commitment, an daveloper•-engineer agreement, the payment of a permit fee and a sign installation/streetlight fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement pla..ns. STAFF CONTACT: John *iagman, Tngineering Division. THIS APPROVAL IS VALID IF EXERCISED WiTFT1T EIGHTEEN MONTHS OF THE FINAL HEARING DATE LICTEn AELOW. D. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant and owners _XX _ Owners of record within the required distance XX The affected Neighborhood Planning Organization Y.X Affected government agencies �. Final Decision: THE DECISION SHALL BE FINAL ON 11/07/89 UNLESS AN APPEAL IS TILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the it Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms re available at Tigard City Hall, 13125 SW Hall Bivd. , Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m. November 7, 1989 _ 4 . Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hail Blvd. , Tigard, Oregon. PREPARED'BYy erry Of er, Assistant Planner DATE / - - --- -= —7-f�f— — APPROVED BY: Keith Li.den, Senior Planner DATE NOTICE OF DE'jISION - Sisters of Providence - St. Vincent Hospital - MLP 89-14 Page 6 Jon R. Jurgens & Associates Architect/Planning 13765 NW Cornell Road, Suite C Portland, Oregon 97229 Warren Simppson St. Vincent Hospital & Medical Center 9205 SW Barnes Road Portland, Oregon 97229 Mercantile Medical Plaza Project #87133 Scholls Ferry Medical Plaza A3.01 - A3.03 October 24, 1989 Addendum #3 This Addendum forms a past of the Contract Docurnents sin d modifies the original drawings and specifications. A3.01. Bid Form - Entrance Drive: Scope of entrance drive shall be shaded area on Sheet 2.1. A3.02 Bjd Form - Signage Bases: Delete signage bases from base bid (No Bid). A-3.03 Pro-ject Manuel Index - Contract Forms: Ai01 Form of Agreement A310 Bid Bond A312 Performance & Payment Bond A701 Instructions to Bidders A201 General Conditions All forms are stp ndard A.I.A. documents and can be reviewed at architect's office or purchased at Portland A.I.A. office. Jon R.JurWens&Associates Architect s/Pin nners NRR13,lAt Jon R. Jurgens & Associates Architect/Planning 13765 NW Cornell Road, Suite C Portland, Oregen 97229 Warren Simpson St. Vincent Hospital & l,'edical Center 9205 SW Barnes Road Portland, Oregon 97229 Mercantile Medical Plaza Project #87133 Scholls Ferry Medical Plaza A2.01 - A2.03 October 24, 1989 Addendum #2 This Addendum forms a part of the Contract Documents and modifies the originu; drawings and specifications. A2.01 Specification Section 15300 - Fire Protection: Add fire sprinkler protection to entire building per local fire distri-t standard. See attached section. A2.02 Addendum A1.31 - Specification: Add Exhibit C. Substance Abuse Policy - Not Supplemental Condition to Contractor Subs. A2.03 Architectural Drawing;4.3 - Roof Plan: Grid G and Grid 2 -Top of deck should be 26'-K". Jon R Jurgens R Avv%IAles Architects/Planners /� I SECTION 15300 - FIRE PROTECTION GENERAL. SCOPE: Furnish all materials, labor, equipment, working plans, etc. , to install a complete automatic spriiklers system throughout the areas of the project. The work shall also include, but not be limited to, the following iterns: Service entrance including street main tap, vault, etc. Back flow device and fire department connection. Underground piping. Drain connections. Wet grid system for main floor and mezzanine. Wet exposed system for area below mezzanine. Dry pendent sprinklers for all overhangs and canopies . Dry upright heads for attic. Pipe sprinkler drain out of building u►ider sidewalk to curb outlet. Work not included: Tire Hydrants. Finish painting of exposed pipe. Wiring of alarms , electric bell, tamper switches , and air compressor-. Qualifications of Contractor: The Contractor for the fire protection installation shall be a contractor regularly engaged in the installation of automatic ` sprinkler systems and other fire protect-on equipment , and employing workmen experienced and skilled in this field. Standards: - The tandards_The Fire Protection System shall be designed and installed to comply with the following standards and/or codes of the latest issue: NFPA Pamphlet 13 - Spriikler System, Latest Edition NFPA Pamphlet 24 - Outside Protec ; on Yard Piping System, Latest Edition The sprinkler system desigr is to be b, sed on the rvi.es governing ordinary hazard, (;roup 1 occupancy. Sprinkler systems must be hydraulically calculrted. Sprinkler above and belo4 ceilings. Run piping above bottom chord of joists and per Draw-.ng r?,-tails. All down heads to be on swing arm with head centered in ceiling tile. Facility is for medical./dental offices with small examination. rooms 3n future tenant improvement . OCT. R9 ST. 6INC1?NT SCHOLLS M.O.B. 15300-1 � � I Drawings: Preparation of drawings is Contractor' - responsibility. Approvals: All work will be installed for the approval and/or a.ccepcance of the following: Fire Marshal of Washington Cour.�.y. Architect. After approval by Fire Marshal submit finished Drawings to Architect. Furnish four ( 4) sets of approved Drawings to Architect for approval. Partial submittals will. not be accepted by the Architect. Contractor agrees that Shop Drawing submittal: processed by the Engineer are not Change Orders; that the purpose of Shop Drawing submittals by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install and by detailing the j fabrication and instal'.ation methods he intends to use. fAs-Built Drawin sN Provide reproducible sepias of As-Built Drawings showing all deviations from Contract Drawings. Drawings Shall be accurate. I As-Built,: to be very specific about locations of underground and concealed pipe. ti PRODUCTS Materials: 7,11 materials, equipment, valves and devices installed and/or furnished under this Section shall be new and approved for use in i the fire protection installation by the authorities , agencies, codes and standards having jurisdiction. Fire Department Hose Connection: The Fire Department hose connections shall be located where shown on the Drawings. The Fire Department connections shall be similar to the following type and approved by thu, local Fire Department: Potter Roemer Model #5731 with two 2-1/2" hose connections and with four-inch supply. Finish to he rough brass. 15 3 0 0-2 OCT. 89 ST. VINCENT - SCNOLLS M.O.OR t Control Valves: The control valves to be similar to Kennedy Fig. 68 O.S.& Y. valves. Alarm Valve: The alarm valve to be similar to a 6" GEM Model F-2001 complete with trim including a pressure switch for central station connection. Installation by this Contractor and wiring by Eiectrical Contractor. ' Dry Pipe Valve: The dry pipe valve to be similar to a 4" GEM Model F-300 complete with trial including a pressure switch for central station connection. Air Compressor: Air compressor of adequate capacity to fill system in 30 minutes is to be supplied and installed by the Fire Protection Contractor. Compressor to be hard wired to junction box. Electrical wiring of air compressor will be provided by Electrical Contractni . Alarm Bell: The alarm bell for remote mounting to be complete, UL labeled with wiring to match that shown under Division 16000. Sprinkler Heads and Escutcheons: Sprinkler heads installed shall be upright or pendent, as conditions require, and shall be of the following type and finish: Type of Heads_ Finish Escutcheon Finish Upright Plain Bronze N/A Pendent Chiome Recessed Chrome Dry Pendent Chrome Recessed Chrome Horizontal Sidewall Chrome Chrome Dry Horizontal Sidewall Chrome Chrome Dry Upright Plain Bronze N/A Finished spaces to be chrome heads with recessed chrome escutcheons . Unfinished spaces to be upright plain bronze heads. OCT. 89 S'I'. VINCENT -- SCROLLS M.O.A. 15300-3 i " q W i' Underground Pipe and Fittings: Underground pipe and fittings shall be listed in the Underwriters i Laboratori _s - APP roved Fire Protection Equipment List. e shall be Class 52 ductile iron bell and spigot - Underground pip allows - "Blue mechanical joint or tyton. If local authority Brut" pipe r.iay be used. � ize Underground pipe shall be of presstionclass and/ornassshown sonequired by the authorities having jurisdic Drawings. shall have joints and pressure class rating Underground fittings i compatible with the pipe used. for fire mains shall be installed, clamped All underground Piping pressure tested and anchored, flushed and hydrostatically P according to the requirements of the authorities and/or agencies having jurisdiction and NFPA Pamphlets 01.3 and #24 . Tam er Switches: Tamper switches to be installed on all O.S.& Y. valves ( including D.C.V.A. it vault) andto besimilarwioingtifier �ctdrecalGV. Installation by this Contractor Contractor . 1,? ECUTION_ Genera1=— dards referenced earlier. Install in accord with stan Installation Schedul_s_:_ As construction dictates. Shop Drawings to be compete and approved prior to any installation. Trench and Excavation Work: Trench and excavation work of the depth srequiredfor the proper by the authorities and/or agencies having j nd s shall be installation of undergrouectPon� and oylPASFecificationsfurnished tinder the Fire Protection ConcealedP3 ir:_: Fire protection piping shall be installed above t.hePiping to be ceiling in all areas that have suspended ceiling. above bottom chord of joist- OCT. 89 ST. VINCENT - SCHOLLS M.O.B. 15300-4 Isis ection and Tept : All flushing, inspections, examinations and tests required by the authorl ':ies and/or agencies having jurisdiction shall be arranged and said for by tLe Fire Procecti.on Contractor, as necessary to obtain complete and final acceptance of the Fire Protection System. The Fire Protection Contractor shall deliver a copy of all certificates of such :inspections tc the Architect. Com letion: Complete the automatic fire sprinkler system ready for operation, in all respects as soon as possible. When the system is complete and ready for continuous operation, activate the slstem for its intended use. After the system has been activated for continuous use, water charges, if ery will be paid by Owner. Prior to the opening date, instruct the Owner ana his selected personnel in the operation of t:,e sprinkler sy:_tem. Fake special carc to ensure that Owner will.: Immediately recognize whether the main salves are in open or closed position. Know how to drain the system. Know how to test, the system. Know how to reset the dry pipe valve. Guarantee.- The uarantee.The entire fire protection installation, as specified) under. this Section of the Specifications, shall be guarantied for one ( 1) year against defective equipment, materials and workmanship. ` Equipment IdentifiCaL!Qn: i __ --- I Provide a valve chart under glass to the Owner stating valve ` numbers ( starting at. S--1) and their locations . For each valve, provide a corresponding 3/4" diameter brass tag with stamped number attached by chain to valve stem. 1 Each operating device except. sprinkler heads to be identified by me-ns of an engraved plastic nameplate - white letters on black background and fastened securely to each device. 1 1 H9 ST. VINCENT - SCHOLLS M.O.B. Jon R. Jurgens & Associates Architect/Planning 13765 NW i ornell Road, Suite C Portland,Oregon 97229 Warren Simpson St. Vinccnt Hospital & Medical Cc,itcr 92115 SW Barnes Road Portland, Oregon 97220 Mercantile Medical Plaza Project #57133 Scholls Ferry Medical Plaza A1.01 - A1.31 October 23, 1989 Addendum #1 • # # # # ! • R R • • # � ► # R # R # • ! R # # • • • • • R R ! # R R R • # • R # # ! R R ! R This Addendum forms a part of the Contract Documents and modifies the original drawings and specifications. A1.01 ProjeMan ral In gx: Divisioii 15 - Mechan;citl - Add Section 15300 - Fire Protection. A1.02 Sgg i n 001Instructions tai d ers: Revise the bid date to 10-26-89 at 11:00 a.m. *1.03 Bidd barn: Revise the bid date to 10-26-89 at 11:00 a.m *1.04 Section J1{30 - Substitutions and Product;Qpt_igns: Add the attached "Substitution Request Form". *1.05 Section 02750-3 - Irrieation: Revise tinder Auto Controller - Rain Bird iSC-24 to iSC-16. At 06 , e timnO2800-2. L,aca ing: tinder Related Werk: Delete Alternate #1 by General Contractor" and add "Alternate #1 by Landscape Contractor". A1.07 Section 008100 _Hollow Metal Doors Pnd Frames: Delete - Under Standar(is "Steel Dour institute (SDI)" and add "NAnMM Custom Hollow Metal With 990 Coating, CGO is Not Acceptable." A1.08 s t nn O�)999 - Interior Architectural Finishes Schedule: Delete The Table of Contents, Page 1, Page 5, Page 6, Page 7, Page 8 and Page 9 and add "Revised October 10, 1989 Table of Contents, Page 1, Page 5, Page 6, Page '1, Page 8 and Page 9. A 1.09 agdon 158440 Jmw Pr_ ss tie Dtiwc�rk: Add the following: FIBERGLASS DUCTWORK: General: As indicated ori Drawings of 7. J,in P Jmgens&;.-wiates Architects/Planners NAR1_lt 1'4 gP 7 Reinforced foil v_por barrier jacket, 1" thick, C = 0.23 at 750F, and shall bear an Underwriter's Laboratory UL 181 Class 1 label. Fabrication of straight duct and fittings shall be in accordance with manufacturer's recommendations and SMACNA manual for Fibrous Glass duct Construction Standards. Therm-Lock tape only. Rectangular Duct: Provide a closure for all joints using 9/16" outward clinch staples, approximately 2" O.C., and seal with Therm-Lock only. L Joint Connections: Factory molded M/F whenever possible. Cut M/F with staple fl;p. 2. Support straight runs every 4' on duct an of 24" and greater and every 8' on duct span less tan 24" and also support at all fittings. All support in contact with duct wall shall be 3/4" m inin—m width. Round Duct: All joints shall be sealed with Therm- Lock only. 3. Ducts to i" ID shall be supported every 3' and every 6' for 8" I.D. and larger. All support in contact with duct wall shall be 3/4" minimum width. Manufacturer: Certain-Teed, Knauf, Manville, or Owens-Corning, Arrow Heating Co. ALIO 'e ion 15830 - Terminal Units- Add the following: "Air flow sensing devices to be Krueter scaled Flow Controller." Clarification: Damper operators don't need to he supplied by control contractor. Damper used must he installed at factory. Delete Metal Air as approved terminal unit manufacturer. ALL I Se ion 15900 - Automatic Temperature Controls: Delete "Providing Krueter scaled Flow Controllers. Page 4, Ins r Inle .,,nt Air Suonly: Clarification - Air to he sized fol 50 terminal units at tenant completion. Page 8 "�wj'mi nt_rgl": A& "DX cooling not allowed to operate." Automatic'Cemperature Controls, Page 9 'I�w - Limit Control": Add "DX cooling not allowed to operate." Jon R.Jurgen,,h Msoclntes Architect s/Plnnners #98133 f "l Page 3 A1.12 Architectural, Drawings - Sheet 2A Revise as shown on attached Sheets R-1, R-2 and R-3. A1.13 Architectural Drawings - Sheet 25: Revise 6" diameter AVC irrigation sleeving to 4"diameter. A1.14 Mechanical Drawings- Sheet M-2 and M-3: Note 1 - provi6e additional valve sets indicating as required to provide sets every 10fW on center entire length of hot water supply and return loops. A1.15 Architectural Drawing,6.6 - Details 5. 6 & 7: Provide R-19 batt insulation at bottom of roof deck and R-11 hatt insulation at all exterior walls. A1.16 &ehitectural Drawing 6.6 - Detail 7: Top of brickarapet shall be 34'-6" not 30'-4". Top of metal parapet shall he 30'-2' not 29'- 6". Brick dimension shall be 2'-9" and 4" exposed stainless steel flashing. A1.17 Architectural Drawing 4.6.Roof Plan: All parapets shall have A. gauge pre-finish metal panel at hack of parapets. All mechanical screens shall be 20 gauge pre-finishes horizontal' metal siding. Submit shop -drawings, panel profile and engineering data for approval. A1.18 ArOitwuraI Dr .wing 4.fi - Dgs� ill : Revi.;e all wood supports to metal supports per Drcwing 3.7, Detail 14. i A1.19 Architec urill Drawing 4.5 - Det i1 3/4" continuous perimeter vent per Detail 9/6.4. A1.20 Landscape Draw_ 2,5: Change irrigation backflow preventer "mm 2-1/2" diameter to 2" diameter. A1.21 Arditgoural Drawing 4.6 - B it in Section�: R-19 batt insulation shall he located at bottom of roof deck, not at bottom of trusses. A1.2.3 Architectural Drawing 6.4. De ai(5-7 : Provide minimum of 2' thick of pea gravel roof ballast on top of roofing. A1.24 lull Drawin -1: Revise location of water line meters and fire hydrant. Eliminate one Hydrant. Add 6" fire sprinkler tine and 4" Jon R.JarRens rk Aswintes Arrhited3/Plennen A M11.11 Page 4 double check valve. Eliminate irrigation water meter, add 2" irrigation gate valve to domestic water line. Add 2-1/2"double check valve to domestic water at inside of building. See R-4, R-5 and R-6. A1.25 r hi tur• Dr win 4 - Partial aLFloor Plan: Revise plan layout in Room 106 ( to_, and Room 107 (Elevator Room). Add 2" FD-1 (floor drain in Room 106). See R-5. A1.26 Paec; 3 - R f,op Furnace:ace: First paragraph, last sentence should read 100% gutside air, no return Pit. A 1.27 Specificationection 15900 Pale 1 -Au rratic Temperature 'ontrol : Add the following: MA.iU—l: (Rooftop Furnace) Provide heating only thermostat with remote sensor. Mount thermostat in second floor Mechanical Room. Calibrate; set for 40 degrees F. Mount remote sensor in crawl space on Column 4F. 7 hermally isolate. MAU-1 to operate continuously subject to smoke detection. Evaporator fan to opercte continuously heating on call from remote iensor through thermostat to unit gas fined heat exchanger. A1.28 Ar.011i it 11:,twine 4.1. 4.2. 4.3 and 4 4�Le en : Changc all non-loud hearing walls and one-hour rated wall metal studs from 4" to 3-1/2" metal studs. Dirner:sion adjustment as require=d due to this change. *1.29 Archi1g. in�4,3 Detail 2 - Partial Flf�or Plan: All wall framing alonggrid (H) - refer to Drawing 10/3.5 for framing details and wall construction. A1.30 Architectural Dr�win�4 3 Details 3 4 5 and 6 - Stair Newel P N : Shall he constructed with solid concrete and inside of wood veneer finishes. A1.31 Sp-elr io sm: Add Exhibit C - Supplemental Conditions to Contractor Cubs. A1.32r hiigriraLQ-rAWin 7. Dei l 10: Revise detail per R-7. A1.33 'The following Substitution Requests have been approved for Scholls Ferry Medical Plaza: peecifieation 10 Pale1 - Form ati_nES: Symons Magic Kote. Supplier - Mason's Supply Co. (103) 234-432 1. Jon R Jurgen=&Assoeiafes A"hifec`s/Planners NRiirlt Page 5 Specification 07210. Page 2- Thermal ems: Atlas AC Foam 1/11 Facer. Supplier - National Marketing (503) 635-6227. Specification 07240. - Exri r Svntheti PR ter ,km: Supplier Tri State F,xterior Systems (503) 244-7415. Sip 4tfi atign 08210 - DgQry B. J. Door Manufacturing Model "13,11113" 3-Fly Skins. Supplier - B.J. Door Manufacturing (503) 652-1510. $perii (i _)ti_Q&475 - Automatic Doors: Dor,O-Matic"Astr(, Slide". Supplier - Access Control System (503) 666-3060. Specification 15410, Page 1 - StQrau'rank-, Ace Buehler Inc. Supplier - Mechanical Sales Inc. (206) 762-7256. Sage ifi •ltion 15830. Page 1 -TermipR) ni : Nailor Hart Industries Inc.. Supplier - Albina Wholesale - Commercial Division (503) 288-5704. Specification 15840, Page 5 - Fire Dampers: Nailor Hart Industries Inc. Supplier - Albina (Same as above). Sneci i ati n 15900, Page 7 - Ma nt;.0 Contractor - Careco Inc. (503) 257-6631. Jon 1L Juiyens A Associates ArrhUerfs/Plannen ORM111 f a-''ffj t d* — r Ark �J dG Nlo :.v r ,Ton R. Jurgens ,&. Asscx;iates SCHOLLS FERRY Architalum/Planning MEDICAL PLAZA R 11765 NW Cornell Rd Suite f Portland,OR 97229 sou;land, 95 Gate. Projax Number: 87133 __ 1 t r' Jon R. Jurgens & Associates SCROLLS FERRY ArrhitettwrrPlanning MEDICAL PLAZA ' 2 13765 NW Cornell Rd. Suite C Portland,OR 97229 503;626-0r>9s [)ou: Project Nurnher: 871-33 '•tl It I J-_� 1. I � t .1 .1 r C :.i I �• _ r - rSno IZ��py L 6� Am R. Jurgens & Associates SCHOLLS FERRY ^� Architecture! 1 � I MidtSr MAW. Ii:lOR r0250.00 , VE�A1�1. GO U�Jfl�'N � C�ME,�"t"IGS I.IN�S ��.��•'�'�"• I�.I'31 DE bulx-olwcr Pap. &I D.I I . p 2'' U F�I�• GHFs'G� VALVE F: Qb. 2 i C�bl.A f~a T L IIJaID j�;LA ..•DINCs �=aR L PROPos 170M -STsG WATFSP, ST* VINC -Mal � ;�51. MEDICAL Tc-M d*.l ti ;2 G e�� r Q r� I�R I fr'A"f 101J W/C-f't?L` VIS-VE. __- - •.,tea.. 12 � W"/lo" M J Ga" V. �,..._,.. ..+b��v.�7.�'�' �/ l."� I '�•Com. \ :-Mom GL6,4NpUT _10•_48'W-75.93-12'w-N_4. ' S . 5 .$:. LIVE TAF' IM5-r It" 01. � Il" vv tb vV/ 12"K t:" TApPINCy �2'*' MF- TSR Uc1 t' �,Ri a`I" T 17• 22 E3.c S.W. NORTH DAKOTA a PARTIAL. sI"TE PLAN- WATER CONNECTION Jon R. Jurgens & As," fates S\ROLLS FERRY Architecture!Planning MEDICAL PLAZA R4 13165 NW Comell Rd.Suite C Portland,OR 97229 So3;626-0695 :e: -- Pmjert Nienl+er: 87133 u -L}• I7' � r 7 (2 a 5 - r K ran bDG - �.z FIRS I � � (Nb NT VE►xT'ICrti�,. IY44 10'1 ELEV. RM. 1 o( P N1 FD-I fL'I STOR.1d6 ro Gl. K' ��I FY V-7 MAN UF. ' F,>' 1lr-f360 N MIN.REo'P_. FP I —- -1 "m N vis - _- - - 108 0 IIoN� Vii- W AMEN.. � 009 PARTIAL FIRST FLOOR PLAN Jun R. Jurgens & Associates SCROLLS FERRY -- Arrhite mr Planning MEDICAL PLAZA 13765 NW L'ornelRd. Suite C � R Portland,OR 97222 9 V 503/626-0695 r>bre: Pmjr-t Nurnhe,:87133 �s �r gI,�A -7` 4 yt� 1000F; IDIA • n_ 51 + ep IT ALCOVE . 1 i _r,k- - - 3 .W 0*11 'ING�Ll_jN tGI - PeOU RY-AUNT WITO Ftfl-Elf VIC -77 • r4I i I Jon R.. Jtirgens & Associates SCHOLLS FERRY t-- ArchitceurerPlnnning !~MEDICAL PLAZA F1 6 13765 NW Cornell Rd. Suia C Portland,OR.97229 S(1J1626d695 (late: Project Nrenher: 87133 NOTs. -- Mov,Ut immFJ fL ntak1e roost for U AL, DR gect t4e'�D tilieov �ot►,� I f�E I N�OIf'LEl t a —.09IA�.1 5N �—Sy++cturp! "L 6i icons, (�� Diar9tpe . Nom, s cial tuof rda �e to +�/1+or,inT,- Mou Will be rnjuire4 - PROPOSED �c��c�ORI�IER 1/2 5coa, Jon rt. Jurgen &. Assmiates _ SCHOLLS FERRY Arrhitayure/Planning MEDICAL PLAZA � fi 13765 NW Comell Rd.Suite C Portlan'9,OR 97229 5031/626,U 95 Nte- "Tt NumM:87133 -K-... .........., ..:.:�+.c.wM"tRYfildlidiMtkFwMB:IFhf9� gWTItit411GA5a1Wp1M14iYYW'iYwa� ��- 1 EXHIBIT "C" SUBSTANCE ABUSE POLICY A. St, Vincent Hospital and Medical, Center has .implemented a Substance Abuse Policy effective November 1, 19891 Whereas St. Vincent Hospital is a drug free environment institution except to the extent that drugs, are medically prescribed and us•.d consistently with such prescriptions. B. The unauthorized use, possession, sale, purchase, distributing, dispensation and/or manufacturing of mind-altering drugs and alcohol by amployses, medical staff, volunteers, patients, visitors and contractors, including nub-contractors and auppl!dre on St. Vincent and Medical Center, Mercantile Medical Plaza, Bar:ses Road Professional Building, Tanasbourne Medical Plaza, Vermont Medical Plaza, SunTax Building and Scholls Medical Plaza is prohi�bit_ed. C. Furthermore, em)olnyees, volunteers, medical staff, members, contractors, subcontractors, end/or supplia•-R will not be allowed fo work under the influence of affected by or -Mpalred by mind-altering drugs or alcohol in the body systems as determined by urir,s and/or blood testing or when this appear to be affected by alcohol or e-ugs, D. All contractors, sub-contractors, and supplier■ shall consent to substance abuse screening as deemed nars.aary by St. Vincent Hospital staff. Any contractor, sub-contractor or supplier demonstrating work related behavior or physical condition or appearance which may be a result of drug or alcohol abuse shall be required to submit immediately to substance abuse testing by urine and/or blood analysis, I , E. Until the results of the urine and/or blood analysis is received by St. Vincent Hospital the employee will not be allowed to continue wrrking on the pr wl,. es, furthermore, from the time the test for Fabstarica abuse is re4•testsd until the results are available, the employee shall be considerAd on probation and ::ill not be allowed to work on the premises, If the tests are confirmed positive the employee will not be permitted bark on the premises, F. It will be the rasponnibility of the contractor, subcontractor and/or supplt!�r to replace the rejected employee with persona qualified to perform the work. Substance abur_• urin4o and/or blood tests analysis will 4e conducted by St. Vincent. Hospital and Medical Center. All costs for testing will be at thw contracting sub-contractor or suppliers expense, I i Karol Niemi Associates Inlerior Planning and Design 1800 Southwest First 503 222 3428 Suite One Portland,Oregon 97201 Sr. VINM TT SC3 OLDS x E1t12Y M.O.B, Interior Architectural Finishes Schebu September 190 * Rev i sed October 1 ), 1989 ** Revised Octob!!r 17, 1989 TAME OF CICRIMM PACS I. GEIVERAL 1 II. FtDoP& VERINGS & BASE 1 - 3 III, C E"IC TIUM 4 TV. WALLMVERINGS 5 - 6 V. PAINT 6 - 8 VI. PLASTIC LAMINATES 9 VII. TOILET PARTITIONS 9 VIII. HAREWOOD 10 I X. FLUlI RMC E TI' LAMPS 10 X. MOVATOR FINISH93 11 - 12 TILE PATTERN 13 Karts Niemi Associates Intorior Planning and Design 1800 Southwest First 503 222 3426 Suite One Portland,Oregon S'201 ST, VINCEN HOSPTTAL - 5cholls Ferry M.O.B. Interior. Arch itectui-al__Fin islies Schedule---- . ____ _ ![?t_qMb_____._er_29, 1989__ * Rev. October 10, 1989 ** Rei. Cx toter 17, 1989 I. GENMM A. Verify all dimensions and conditions on site. B. See Architectural Construction nrawings, Wallrovering Plan, and F 1 oorcc-rer i ng Plan for spec_i f i c ;(_cations- C. xcat ons.C. Code numbers relate to plan and schedule. Any discrepancy between name, number, and colors should be verified with designer prior to ordering. D. Verify availability immediately to in-sure prompt_ delivery. E. All material and yardages from one dye lot each. F. If there are any questions and/or discrepancies, it is your responsibility to verify with designer. I.I. FIDDRCOVE,31W & BASE A. GTINERAL 1 . Verify material availability immediately to insure timely delivery. 2. Mitred corners throughout. 3. Reducer strips as required for flush and even transitiotis. Color: Black 4. See location plan. B. CARPET 1 . General Carpet - Loop C-1 SHAW C7)'4ERCIAL CARPET "Wild Dunes" (Unitary Back) #50302 Color : Emerald Lake #04312 Patterned Lxo Pile Content. 100* Camalon SD BCF Nylon Rep: Linda Grubb (503) 297-6667 s Karol Niemi Associates Interior Planning and Design 1800 Southwest Fvst 503 222 3426 Suite One Portland.Oregon 97201 ST. VINCENT HOSPITAL - Scholls Ferry M.O.B. Interior Architectural Finishes Schedule Pam 5 _ IV. WAIJIMVERING A. GumERAL 1 . Verify all conditions and wall types on site. 2. Prep as ne-qu i red. 3. All material from one dye lot. 4. See location plan. 5. Walk-through .-equireri with designer and owner to clarify all location :;tarting and stopping points. B. FABRIC WALUJOVF.RIM U---t SAQQARA "Delhi" Location: #AM 3520-0045 Public Spaces Width: 54" Repeat: Random Content: M•',rquesa. Lana (Backing: Acrylic/ Iatex i ammaYti '.ity: Claes A) Rap: Wall Pride (206) 762-6602 C. VINYL WALIIOVER.ING, BORDERS Around all walls who_re walls meet ceiling. 1 1. Locations: * WC-2 GENON Toilet Pboms #108 & #109 "Sand Stone Border" First Floor #226-1495 Height: V Rep: Kinney Wallcovering (503' t:,24-0805 RECEIVED OCT 2 �" 1989 ___._1 Ka"A Memo Associates Interior PlanningDesign and 9 1800 Southwest First Style One 503 222 3426 Portlanc',Oregon 9720' ( ST. VINCENT HOSPITAL _ ScholIs Ferry M.O.B. Interior Arch;tom tura- Finishes Schedule —- - --- -- -----P we 6 1V. WA TERING C. VINYL WAI,LWVERING BORDERS (can't) I Z. Locations: Toilet ROrms #204 & #205 - * -3 AMERICAN UNSM Second Floor °'Diasca Border" #224-1222 Height: 6 1/2" Rep: Kinney Wallcovering (503) 624-0865 D. A=7.,7ICAL WC-4 BOYD WALUXWERING Locations: "Saurci-A-Rib" Elevator Cab Back Wall #721 (Grey) Telephone Niche Back Wall Width: 6'-7" Note: Ribbing to run vertically. Rep: Boyd Wallcovering (276) 762--4950 IV. PAINT A. Gf�NERAL All paint r_ro1Ors to match Paint chips. Mix to match. manufacturer's name and number e for reference only. Submit UsUs lrawdawn samples for review and approval. On-site cam__ .are also___r_e3uir, 1 for roview _ -_ for les mixing Note — Walk-throw aPprwal Prior to batch clarify all stopping through with Painter required to and starting points, adjust colors if required, and to locate ceiling and soffit color locations. B. LOCATIONS 1. Ge-neral Wall & Vertical Surfar_e of Soffits P-1 AM}RITONE throughout, unit--.,� #1h49F otherwise notedCalor: Taupe------ ---- —.__ fUl 5 7 J.�9 (J��I�7�� Finish: Eggshell 1600 Southwest First 5032223426 Karel Niemi Associates Intenor Planning and nesign Suite One Portland,Oregon 97201 ST. VINO HOSPITAL - Schol is ferry M.O.B. Page 7 --- Interior }�rrh_itectural Finishes Schedule V. PAINT B. T�CrATTcm (con't) 2, General Door Frame Color P-2 AMERITtNE & Stairs Rails #1M4(1D throughout, unless Colo)-: Sandal Grove otherwise noted Fini!-.h: Semi Gloss 3. Flat, Horizontal Part P-3 MTLLE"P of .Soffits throughout #5350W Color: Colonial White Finish: Flat 1 4. Elevator Doors P-4 -4MRwIN WILLIAMS Automotive Finishes - 1978 Truck Colors Page 57 Code: 46 Chip: #9 * 5, All Toilet Room Walls ** P-3 Finish: Eggshell & Ceilings at #108, #109, #204, & #2.05 I I l I Karol%emi Associates Interior Planning and Design 1!300 Southwest First 503 222 3426 Suite One Portland,Oregon 97201 i ST, vINcm H06PITAL - Scholls Ferry M.O.H. Interior Architectural Finishes ScheduleV. PAINT B. MCATIONSS (con't) 2. General Door Frame Color P-2 AMERIT M & Stairs Rails #1M49D throughout, tto1ess Color: Sandal Grove otherwise noted Finish: Semi Gloss 3. Flat, Horizontal Part P-3 MILLER of Soffits throughout #5150W Cc,ior: Colonial White Finish: Flat 4. Elevator Doors P-4 SHERWIN WILLIAMS Aut anot i•ve Finishes - 1978 Truck Colors Page 57 Coie: 46 Chip: #9 * 5. All Toilet Room Walls *« P-3 Fl.nish: Eggshell & Ceilings at #108, #109, #204, & #2.05 P I r� r 2 5 1v n Karl Niemi Associates Interior Planning and Design 1581100 Southwest ehwest First 503 222 3426 Portland,Oregor 97201 ST. VINCENT HospITAL -- scholls Ferry M.O.B. Interior Architectural Finishes Schedule Pagn 8 V. F'AIl r B. LOC.ATIOM (can,t) * 6. Toilet Partitions at * r-3 #108, #109, y204, & x{205 * 7. All miscellaneou.-s/non-tenant door.rs to be painted to match wall on which they occur- C. ccur.C. F.X MIOR 1 . Exterior Ceiling Soffits P-1 2. Metal Flashing Match Exterior C RF� 1IVC D OCT � Karol Wemi rAssmiates Interior Planning and Design 1800 Southwest First 503 222 3426 Suite One Portland,Oregon 97201 ST. VIDX1T HOSPITAL - Scholls Ferry M.O.B. Interior Architectural Finishes Schedule ._ Page 9 _ VI. PLASTIC LAMINATES * A. 'TOILET Pimm (JCxi1=ITDPS, * PL-1 NVAMAR FP W EDGE. & BAQCSPLASH "Teal Matrix" AT #108, #109, X204, & X1205 #MR-3-2T Textured * B. TEIEPHCNE NI= & * PL-2 LAMINART ELE.'VATUP SIDE WAL:S #5011-P "Isla Teal" Finish: Prima Rep: Lam' Ruck (800) 323-7624 VII. MILET PARTITIONS Paint to match — colors specified. See page 8 for colors. Locking: Pivotal Bar Vs. Turn Control KalraA Niemi Associates Interior Planning and Design 1800 Southwest First 503 222 3426 Suite One Portland,Oregon 97201 ST. vIN= H06PITAL - Scholls Ferry M.O.A. Interior Architectural Finisi_es Schedule______________________-�____ ___Page 11 X. E LEVA7K R FINISHM ** A. DOOR ON CORRIDOR SIDE P-4 Sh'ERWIN WILLIAMS Automotive Finishes - 1978 Truck Calors Page 57 code: 46 Chip: b9 1 ** B. DOOR FRAME & INTERIOR ** Stainless Steel CAB SIDE OF DOOR C. OILING Paracube Louver Eggcrate Lens Finish: Specular Silver D. RATL ;Elevator Cab Manuf am-urer Standard. Finish: Brushed Chrome E. BAC{ WAIL Acoustical wa l l carpet. WC-4 BOYD WA[,IBOVERING "Sound-A--Rib" X1721 (Grey) Width: 6'-7" Ribbing to run VeI'tiCal ly. Rep: Boyd Wa.l 1 cover i ng (206) 762-4450 i Karol Niemi Associates Interior Plarmmg and Design 11300 Southwest First 5032223426 Suite One Portland,Oregon 97201 £,T. VINCENT HOSPITAL - Scholls Ferry M.O.B. Pace 12 Interior Architec ural Finishes-Schedule _-- -- ----- —. — X, p�FVA7M FINISH�M (can't) E. SIDE Wvzs *' PL-2 LAMINART #5011-P Color: Isla 'Teal Finish: Prisma Rep Larry Buck (800) 323-7624 PLANS EXAMINATION WORK SHEET Plan File No c37� �.SJJ Date Exami.n Examiner Job Address � ��{/`jc , VaIuatio'n�� Occupant owner c^� ///�Cr'zi?- Address Telephone Architect Address Telephone Zoning use %:;li,' Site Review_ Other Occupancy_. Occupancy Group ^_Occupant Load Type of Construction_ Stories_ :,<' Height Allowable First Floor Area Total Area k•; IAllowable Exi.te: Number `Spacing __?,4.__Width i Ttav91 Distance Door Swing- -Q&--Handicap Access YL_ _ Latch Mechanism__j;2Z _ Special Action'4,;e - /i�;,, Corridor Width 6S401' Construction-,�t- Ramps /Vr{ _ Stairway Width—,74-0" Construction Rise and Run Z. I• x /:LJJ other Exi.tways Construction Exit Signe Illumination Smoke Detection Construction: Setbacks Front.—--Rear--.- Left----.R Lght Foundation Approved Exterior Walls __ Approved Parapets___ Wall Openings Shafts— Blocking ` Fire Resistance Struct Steel. Concrete___Masonry_ Wood_ _ Roof Construction Covering Draft Stops _ Vent:ilation_ V_____ Smoke Venting__ ---Attic T,ccess_ Vertical Opantngs____ Separation, Walls_ Rating _Openinys^ Doors_ _^ Energy Conservation Lighting__ Special Requirements Occupancy: Interior Finish Exitwaye l Aeseir:bly `Rooms _Other_ Light______—Ventilation Heating_ ___Sanitation_ Room DimensionsGlass & Glazing _ Special Hazards Chimneys Heating Equip Flam/Comb Liquide Occupancy Hazards Process Hazards Special Requirements Firm Protection: Sprinkler Systeme Type ,_Hazard Flow Purpose _Locations Water Supply or Stirage other Extinguishing Systeme Type Purpose Locations _ Standpipes_ Claes Size Location/Protection Alarm Systems Type Local Central Station Smoke or Fire Detection Systeme Type Locations Other I't'sOFTIGARD PLAN CHLCK APPLICA11ON COMMUNITYC)EVELOPMENT DEPARTML �cl PLAN C14FC1( # 1.0 7C 13125 S.W.Hall Blvd..P.O.Box M. 197.Tigard,Oregon 97223.(503)639-4. PFRMT1' # JK DATE I'SSUED JOB ADDRESS: TAX MOP/LOT SUB: LOI : LAND USL' VAI 6A I iON: OWNER SPECIAL. NOTES NAME: REIS�;UE OF: ADDRES',i: LAST RLISSUE: FLOOD PLAIN/ SENSI 11VE LAND: PHONE: APPROVALS REQUIRED CONTRACTOR PLANNING: NAME: Air- ENGINI LRING: ADDRESS: tIRE DEPT 7,T) OTHER: PHONE 14 ITEMS REQUIRED BUILDERS BOARD 0: EXP DATE: LIST/SUBCONTRACfORS: BUS TAX: ARCHi'ENGINJEF,R CALCULAI'IONS: NAME : C14 C IRUSS DETAILS: ADDRESS: 137OP-017 e OTHER: PHUN F: '5126- 162- COMMENTS: SUBCONTPACTORS: 'VL7UMB. MECH: PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 89,/,55 10-432 00 Building Permit Fees 4 ewdt 2 lfj� 10-431 00 Plumbing Permit Fees IV 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) Building Plumbing Mech 10-433 00 Plans Check Fee Building Plumbing Mech 30-202 00 Sewer 30-444 00 Sewer, Inspection 51-448 00 Street System Dev Charge (SDC) 52--449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) ;17-5-0 10-230 06 Fire I OTAL 2 4a, REC # F A X T F1 A N 8 M I T T A L M E M 0 T0:-Z?:v7 NO.OF DE". FAX M. 5-6-/�2 - PAGES Date Rece'-ved: 101414:5� FROM Vl&.' PHONE 9Z9-4171 co FAX potl•It`t rand lax trafismitiai memo 7671 CITY OF T16A` RD PLAN ECK APPLICATION .cnrvai.n PLAN CO HECK N COMMUNITY DEVELOPMENT OEPARTMENT PELZt1LT (( _ ,z �itn�w_�<aa� s_ <_n«znvr.t�.*4o.rcw.srrr�.(5°�teJ4`�'s 0ATE T_SSU(70 ,-AX (Intl/Lol JOB A00RESS: _ / 4- - LAWO usE: S 0 LOT: ______---------� VALUATION: SPE__CIAL NOTES OWNER REISSUE OF: NnME: - - �.SPP•TA� _ LAST REISSUE: AOORESS: j %-_ !>�"T sS�r FLOOD PLATN/ - --- -- ' 5FNSITTVE L_ANO: _------ --_-_-- PL1OME: -`7►-y`- +cam 6"(1 /1 -) Wart eh Si:s�,P50r7 ci q/ "-� e� AP?ROVM RL�II -n--- - ri_(iNNTNG: CONTRACTOR ENGIMCCRTNG: -- NAME: FIRE DEPT AOORFSS: OTLEER: -- _--r-_ _ITT-SMS R�IREO PRONE: LIST/SU000NTRACT0RS: ESUS TAX: _.._- tiRCli/£NGYNEER CALCULATIONS: -- -------- NAL1E: ; TRUSS DETAILS: ADDRESS: •�y ,,� ._ - r. - PARKING PLAN: L-MOSCAPE PLAN: OTHER: ---- - _ OOf4'EUTS: oEscaz�rloN Arlo!sKr a�xwNr Po. L3At.. DUE PERMIT K AQ'T�H 10-432 00 Building Permit Fees ' 10--431 00 Plumbing Permit Fees — J/� L Ei 10--431 01 Mecanical PC(-it Fees 10--17'30 01 State Building Tax (54) - Building --- Plumbing tlech --- S, 10--433 00 Plans Check Fee Building Plumbing Mech 610 30--207 00 Sewer Connection 30-444 00 Sewer Inspection 51--449 00 Street System Dev Charge (soc)( 1�G/tu) � & (2&). C 6 UO 52-449 00 Parks System Oev CjAar'ge (POC)I,r. o&' - 31-450 00 Storm Drainage Syst Oev Chrg ( 'UC) :ySGt1. lJ ?S�XI,00 tO-230 09 TRFO 10-230 06 Washington County Fire Ht (9570) 10-220 Do nmart/Wedgewood G ,? 1 APP1..LCANT sr.GNATURE Received By: ^_ Date Received: cn/3507P/EDP e P.O.Wx 2_3W7 b' C I'VY OF -TIGARD 'PLUMBING T W223 Applrclnts must hold Oregon Regiwation to crxndud a plumbing PERMIT 6391-475 business or must be property owrner/operator rwt hiring outside help. � Narte d DenrebpxTenl , • / Plumbing Permit Ncf,�__L/ �� _ c�( Oesrnptlan r ,(` S(jl✓ �' �_ ''� ORS 81421810 t]t1AN. PRIDE AMT Job Tax lot Map.No. Address FIXTURES - Lot �,. S<,I,�wlSion � Sint 7.so 17,s _ Lavatory 7.50 Natne or name mss - -- �� Tub or Tub/Shower comb. ,nq'-�r�dresi Shower Only 7-50 Water Closet 7.50 - Owner City/ tate 7.50 Dishwasher _ _ -_ -- -Phone Gbage Disposal-- _- 7.50 ar - wast*v Machine -^ 7.50 NameFloor 7.50 L4ain '/% / _r p hl" Water Heater 7'50 - ?v4a�irig ress --- - 7.50 Laundry Room Tray -- Occupant Gty/Stale Urinal - - _ 7.50 Omer Fiduxes(Spedty) - ---- rre 7.50 Fisons 7.50 ess -- -, 7.50 Contractor City/State ------- MISCELLANEOUS ---- Crfy t3ue.Tax No. Sever 1st 100' 30.00 Sewer-ea-Addit.100' 15.00 e s. tales , (Res+denGaq Whet aervlce 1x1100' to�-, -20.00— Water Servios ea.llddit?lAr 15.00 I hereby advmwleclQe that 1 haus read this srppncatlan,Cnd Cee ktrxnsatlen 10.00 given is corned Cul I am registered mm Ce State guilder's 13-c d.and also dorm Il Rein ficin 1st 100' 10 haw•Stato Pkattolrq Gosnee Coat Ce mmi ens 4Men are oof"'M tlwt an pk,t„ng work wil be done in accordance wnh appicable PTT�ions d Ore \,' storm a tin Orin Addis.100' ; 1____ T gon Revised StattAes Chapters 4t 7 and 843 and sppocable codes and tat Aoblle borne Sowe - 25. no hbip we 0 VOyed tx*"s Noensed undo'ORS 603 (M ex*mN hom - R�F- Preverkion Staler reGlat ofease give reason bsAor'r). Device or AA64%ontrlion Device 7-50_____�*AT I►osteby 0,*Y Cnd I am Coe owner of the�T for Arry Trap or Waste tiol sut»�1 af,ovv.at which location 1 propoee b make a pkaTC*+O 7.50 _ my ow r'use aril C,is pxoperty M not being cornstncled for sale.lease Of rwri Connected 10 a Future --- C_oich Basin - - -----------__- _--------- ----- kap.of Exist.PkxTt*V ^- 40.00Pww - Specialty p lnspaCyprts 40.00 Per ltr. - ----------- -- Albs.d ng vr Plumbing .� --- ------ -- - 15.00 mlrn. - -- an Existing Bldg. - __ New Bldg.or Bund.Addition X5.00 min. AUTHORIZED S40NATURU Wain siljqja CgP7 i1 --- —alteration Q repair f J d.e11' 15.00 Oesrjibe wrorlc new Fj addition tri done taslderltiet( ] -- - - -- - ---�---- SUB-TOTAL Z, l?, t��use of -- Sy SURCHARGE Ix1{idrtp a Protx►TTY. --._ - - --- -- - - /_��_, p'��u0s of PLAN REVIEW 2511 OF SUB-TOTAL 72, p t ol y-- - - — NOT1Cf TOTAL :;: This pw-nn b0ooTne4 nun an0 void M vrorh or oonseuoflon rrutlxxued Y nrrl cxxrr - /rerroed W0*1110 d"Pr C cos vWuo%on 0r work at M>MM+dW or abstido^wl for a FwW crf 1/O days d any errnP atter worts b OOrnn�MnOK1 S1 SCL&L 00#O(TK)NS - ---- - ---- Oast locoed -- ____ by --- --- J• n R. Jurgens & Associates Arelu.eetore/P1enn1►,� . 13965 h'W Cornell PA,Suite C ; Portland,Oregon 91129 503/6264695 FAX: 303/526.1021 i — FACSIMILE LOVER SHEET J TO: „�� DATE: FAX NO.: 4 .� f UJIN REFERENCE: ✓� PROJECT NO.: 8.(� - THE FOLLOWING ITEMS ARE TRANSMITTED: NUW,LR ITEM PAGES DATED DOCUMENT DESCRIPTION REMARKS: 50 11000 _ . cc: Total number of pages sent jn-d dinj this Qne are: , If you receive less than the number of pages indicated,please call our office. + j E i September 8, 1989 Gere Birchell Fire Marshal Tualatin Valley Fire & Rescue P.O. Box 4755 Beaverton, OR 97076 RE: ST. VINCENT- SCHOLLS FERRY MEDICAL OFFICE BUILDING SCHOLLS FERRY & S.W. NORTH DAKOTA STREET- TIGARD, OR ARCHITECT'S PROJECT#87133 Dear Gene: Please accept this letter as a follow-up to our meeting of September 7, 1989. As I understand the situation, the following are agreed-upon items concerning this project: 1. A sprinkler system is required for this proJ'ect it' it is to remain a Type V-N building with no 2-hour area separation. This is required by your computation of fire flow which should not exceed a required 3000 gallons/minute. Calculation: 24000 S.F. total - Sq. root of 24000 = 154.92 (18 (variabl(. rom Your department)? = 2788.55 (1.5 Type V-N)) = 4182.82 (.25 full fire alarm and smoke detection, 24 hour monitored) = 3137,12, which is greater than 3000 gallons/minute. In your estimation, this was not close enough to omit the sprinkler.-siem. Decision: Sprinkler system is required. 2 Exit Corridors: First floor, we can use a fire resistive hung acoustical ceiling in the floor/ceiling assembly (1"gyperete over 3/4"T& A plywood on TJL Trus joists at 16" o.c.) and this will constitute a 1-hour floor ceiling assembly. Fire dampers will he required at the ceiling and all light fixtures will require 1-hour protective boxes. When a ductpasses through the corridor above the rated acoustical ceiling and does not have a branch into that corridor, the fire dampers may be deleted at the wall penetrations. RECEIVED SEP 111989 cmimonity a dep I!N Page 2 Second Floor: We will need to instail (1) layer of 5/8"gypsum wallboard on the bottom of the joists to achieve a 1-hour roof-ceiling assembly. Fire dampers will occur at the 1-hour wall in this situation. Please see attached sheet concerning this item. 3. All penetrations through 1-hour ceiling assemblies and wall assemblies must be protected, i.e. can lights, fluorescent lights, toilet accessories, etc. 4. Space under the stair in the lobby may be used provided it is 1-hour protected with (1) layer 5/8"gypsum wallboard and sprinklered. Thank you for your time on these items. If you have any questions, please feel free to contact me. Sincerely, Michael Beaman MB:dt cc: Warren Simpson - St. Vincent Hospital Jim Jacqua - City of Tigard Building Department. I i i r,, R�,pvRzr4 Pili EXIT' CORRIOC ETI, "IFFOPr0 454) V6"A W,6.v-V,11)m 64.4z LIP do low .EXIT CORRIDC r IQN Low UP gm�r-lw P 9- rlwlew- 1 --y� Z�l� I f/1.1r/f, F 10.f --.-I Piz ( ,omv epe o"A" 59TTMA OF Fi.,?Wv. om rr s ios WT"f 14 S �--1�0701" p PR��F�, � o t n. ; 1 W.G. BERRY Client _ STRu::TURAL Job--__ Job No. {;ENGINEERS Date _By_-Sheet No. ``tol S.E.MILLER ST.,PORTLAND,OR( /202.503-231-0717 �,. F MT7" �, 1 1 ,BCo S,S - A < - __ yNr. >-t-Tz, 6,0'5 I z ,Ca SzS, 5 4�123 �!� 5,5 12 ,D 5-Z PEI'Go 2F�, Go Z-7 , :3 14- 27,31 _ -7c'D -7,31 > -1- �I- .3I-1>4 -7 , I �►�CMI-rte �� ,2'3-I , aC�� ,c�?_;�5� �kti,y = .3© i�.r -r �I.iIYCti.t1•i�< (,?I,� + �1 --,31�_�+kZS,"1�) ��,'� _ r'1 .G�r-; rocrri rjL., ; _ -�rt ( <o.j x �,� y I,►'1 r--rte 7 19 1vlu c7q 4- 186 �: , oU�,�?� i1y 2 ,A7 t-15r �'-rD'' cn' 60" x 14 �� t.Tc„ NJ T? r-2v I 4 62GaE) i :20, v— 1 7 . 2-r? r c.rr t3 3� . �� 1� 25 .4•c.�I� �S■■I* ?BERRY/FALLER Client ■c■■ ■ `jT. VIN EreG1NEERINU �`f M,003, Job NO. INCORPORATED Date By.-- rte— Sheet No,G�� 701 S.E.MILLEk ST.,PORTLAND,OR 97202,503.231-0717 Lam_ /'� /•, ,\ 2ND:' }=-Li' LL��NG ,Dal.( - • _ 15�� :. L;,.�,�'] A-o 37, a-7-I- I -L- (10,454 -I-x,o1 .(A -f3,v3- ,'15 �[o� S..=s .r IZ. ,"7�jklcT 45,45 15� �A'f C * I z-: -x ,5 4- v- i---r z- 1 u 5E T47 CpT x 114- C FDO-r I NLf `T>Z� cn+ G X CA'© x I.1-1 t:---r& sP=9,5 �N i-15e Ccs -(r x� x I �• Tl-T ►�- 2kmv rv 24�,�j4rk- Q G,pL u nn►..� ., �'T�s 11,U I �1- 'Z_4 ,�,�Q + �� Z I �- Cn,S? _ �-`1,i j k-. �%4— Ge r=vb TI 6.�41 Trz_`f 4+S x 4 ,S x I'y>~ cr: Sic Vt 5 1_ Q /4 v. 4- E""T La, ■'�� BERRY/FALLER Client _ .J-lz Ju=�-"V' '17 1-011 � ENGINEERING JobM,CT'�ItJob No.—.—�_ liINCORPORATFI) Date 1--Z _Sheet No.C-E,' 701 S E.MILLER ST.,PORTLAND,OR 97202,503-231-n717 (':'_ �,�I v� �/E : r r�is:� �..I��I✓ �GG N rt�, htiM�I L IZ ,9Z r:!),4D 7 'z �ti+t7 FIS I(o Low lc_ r'7 X15 2.I Ic_ 2I,c. 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Client=! -lc'�� s-r, v I VZ. •r �AL o, L, _Job No. ENGINEERING Job - -Pe' �=�-------Sheet Nod r-,4 INCORPORATED Datr, _ 701 S.E.MILLER ST.,PORTLAND,OR 97202,503-231-0717 ��r.•rte-, =`- ,O v,�� Z-,r~�o -I- � � z - 15� ¢�r� z. c Cl Lv�•u� c P= 9 r-1 }- 4 to r�� 8 d,O u_ O Li Q.. ��'t-r, �, �i 7 y.--7 L� I�Tk 1, Lj \VU/u.F3 Z u Z cr-- Li �� (off d X �,�, b Ll E r c L y- 115 ILI' le- 05,o 4 a,9 I� 2 N r7 L 1.7y�-Yt7 i DrL, (3G sl' 1 4- `''-//,1 8,9-) = -F9, GrcCL L;ti� -F'= 50,S I -I- ��,� = I o9, br-- U r�- -r -7 x"7 x �! 4 N1u= I� I ,z "�'N- .ZI -3 ('rh.y -. Av-2.� -1 v17r� -I'-v' k i:::;' -y 14 r- Tc,, L-U #-LO VJ BERRY/FALLER Client .�.Jm J i-I I�rw-7Orr E2IGINEERINU .iob�_�!�_�-�_��LY_�Lo��- Job No. OWN N INCORPORATED Date Z•Jo-58, By_ lr-t-"'7- Sheet No.'s 701 S.E.MILLER ST.,PORTLAND,OR 97202,503-231-0717 >1oo'F i,��I II, -,q w 13 T2-- I x,99 Ie 15,9 k- 13 z n" z_ 15, 8 w- o,4T-I� I� ,y �� •2g , I i� i � z7',Z 3 4,'1 I�- s ► , I 2-lrp n-��,r ct.14 + So,4- 49 .. c v 4_�r•+�.--�v �`tom= ��4 =i- �g, I .. l c�� ,� k- -r TZ: 1, 1'7 "�, (,.7 G 3 8 G ^'C-��'�: Z,'S�Y,S �•rr�7 L ��'� ir�-G. }-�-i M,"��y,�t� 4,57 q ,0Ui4 4-,7 -7 1 x'60141 117 L' L�r- TL., ', Trz-y E�b x 5,6 �! I •� 1~"rG.+ 3,7(o i.- f- V'&4 < qCa, I Uvp� Ing,1L II'1,'� e tiJ1�C Co3,Co G**r= ,[X�39� L I(7rr, S'-[v"Y.S'--Lam" ,c I Z'' f Tc„ ' BERRY/FALLER Client �► � -�`� roc , ___ ENGINEERING JobS�►-�oL�y f=+�-raiz'=L. >1sz��- .lab Nc. INCORPORATED Date 7-10'8tp By.. 7�' r —Sheet No�F,� 701 S.E.MILLER ST.,PORTLAND,OR 97202,503-231.0717 C N 7 Tv-n 93 Z LL � '�; U u�iTc. -rte q X x 1/4- C rT� l��c3,Lo-7 Vu = 2.3,D4 `'I,-7 Vc•p &'1,9 10819 A,c l,3�51 z,v,=i 4/Ll t�r�.,�r� L i v rte_ c L 1 a Y, 1�,.c�lr-1L- iz~o icr 2 ce I �co�.urw �v f7, C> + 4,GZ S L)T7 e,5 c 1�,4- vu za.ca c (ell IL-1 V = 8150 Ln Cir>C.ar)z „ U �,rc '-O' X?� cj X w/ 5- vu G�G�rrrt-j Q l� z' f 1__t VF-:_ 1�- ot- P5I_rt✓ 110 ,B�o ►�• 10, 241- Z 5 13,5 BERRY/FALLER c-lient_-J . --- �eV;ruG#�nl7 Job No, ENGINEERING .1Db�r=�V` c�'p`'' INCORPORATED , Date -4-10-bb By r--L-T Sheet No.G E7 701 S.E.MILLER ST.,PORTLAND,OR 97202,503-2 31-07-1,7--q .: MWIAL=Fi ■ 104.y< = .ZIC! ('rrr'�/s� ,OD�j��7 Ayes �.`TOSI a-r-gmiv,5 4/V L I L) rr� N Y, ►-� -- r7 IL TZ �frk � }>. IST�1xi.•1 —7, 1'7 L5 1c.. 13 Z I ,!03ic. 12 I I 14. y Ia�� 19 32 K- Z Z, `b Y-- 12 Z T,,4- ,v 3 IL 7 c5; E3,v3 k- -7 L5 k- 12 5z t3,S 35,38V-- 2 Q "% V- Cz 4 ,3 7 7 Y Cp,D x L, L)= 3 , (off lug l �- "'S,-7 OIL Ll LIE C��-O" Loi u 17 TLS BERRY/FALLER ENGINEERING Job'G' Job No, �=N{'�"--'1`-' ��'-�X - �^'�'�� INCORPORATED Date 2- ►o-c�_BY ma=r- Sheet No, F� 701 S.E.MILLER ST.,PORTLAND,OR 97202,503-231-0717.; L l V FC_ WT -7 7- -77 zNv I �,94>L z Z,-77 IL-y---Z,011 -- Z S,0l, k. �rc� > I LL iZ-fc� �" iO�:4� �.D'7 - Li 5E Y&p joo Lo X '/A ep,o x I, 1-7 3r-7 �P r -T":5 -Z,cr h Co77, 1 \ P 4'17-7,5 J to - ��. >i t7l r,41V L_I V r,..-. Y- k ►�7 r� .a 1� • 2,�t�k. 3,ZCc l� 5,a ?-� 2� �r,�,l 4.. l� I" G�•,Gf f1, �N C I Z c l��q 00V,07 .45- , LoO Co L) W 3 cam,"x Ts '- �� y I e t -r c., , .'ENID BERRY/FALLER Client - e,-T.- ENGINEERING lient __�� -►�►►z"c9,r��5 '� �oL' s-r:, r��-Y 1�t,r�, ENGINEERING Job��,~�1_�= '�.-`Job 1\10. EYE 0 INCORPORATED 701 S.E.MILLER ST.,PORTLAND,OR 97202,Fn:.-231-0717 Nwal ;1" VIIVC:I IVT - SCHOL L!`; Fhl=iril' (ljlc:f'a11C,C)I__ ri1::V .'. 1X • STRUCTURE IS A BRACED FRAME: T N THE X DIRECTION A C11Rfa(;EC) F1=i01'11: ]:IBJ '1"Hi` Y 1:)):1=i1`C:'I TC11V REAM MART. 1 r--Y SE:L.L M" THE L I C HTEST -rS a1-IAPE (S) PEAI`1 EIV171:, 1:0HS)TRAINED Ao,-J IT X 1' TRANSVERSE LOAD IN X I_JN'-)I_Ir'r-C)r21'F:A I__I IV(:,'1'H FOR 13EKI rlgr ?;� COLUMN X-LENGTH = 25 E:;)( - E:E-FE_CTIVE: L_EINf�lli - L'= (::(:11..1_II`11�J 1'•-•II::IV(:;'1'I-•i (_.r:IV(:;'1'I-iALL-OWED �'1. Iny B Ck L I IVG BUCKL I NC M�'r I IV'rl`I=tr'iC;'1'I(711 ._........_........................ ALL.OWE�A ALl_OWEA VALUE LOA):) C:ASk•. 1 . UL. + RL --........_.._..._..........._......._._.....__._...._................_.....__... • F' P1XI - 1 _ - t: M X L III Y I ::: f-. 1`1 X R = 4. E3 CONTIROL.L.-TNG MOMENT. hil'L_ f1 MYR ::: 'I. _I1. C'Mx ::_ MX _ `I• E3 MY = 44.1 GIVEN INTERACTION = 1 . 1:1.:; r.:11ti :._. .�, . TL3SXSX 1/2 44. 94 FI [{r�, "i: 4 4. U4 17w5. S7 24•. E34 .',:'.7. -32 Q. 5 T`•fa X EJ x i./�1 c *m 1.f-,1. 1.• 43 .-„-, .. ry.� Jo. ._ J :1f). ."�� 1966. 94. e-.e:. / / J-9. 7FI 1,!3)/ !;SIX I/[{ f` ;�? ±?z 3. 13 3 TE37X5X.?/1.6 9, 21. . :x'::' 1.'7. QM 4 'li3 �9. .-;E3 1 151 . 74 19. `•S c 1.7. ?6 1 . (:11 I_.CIr=�C) C:A,":i[: 171._ '+- RI__/:."'_ -+- W):IVC) F' = -1O• ==4 I'1X I = 11. 21 h'I X L_ I`1Y1: - f:l CONTP0L..L_I hJG MOME=NT: 1`1Y1._ C) 11 YR 3.S r- M X = 1 1 . 21. M y = :. 76 , . 0-5 5 CIlly .�> , 7f: C+I VF.hJ INTERACTION , T'SSX�,x 1 1./2 44. 94 •1S5X5,X: / [4 c -• 44. 94 1.7213. 57 24. 84 27. 32 1'S6X6X 1/4 Q. ?"� e_.e_. r 7 1 Y.7Fl 1.. .'i ;7Y,�IX 114 �, _,�J SC�. .'C� 1966. 94 ;,,. �,` �,� `,.�. 1.-,• f.,=� 5:'. d,.) 1:17 ,• ::'l:e: i ; , 1 .(i c� TL17X5X. ;/1.6 49. .�>3 : 1. . 't' 17. QE3 1.. i F_, 49. .3E3 1 !"1 . 74 1.9. O.� 17, 96 1 .<r 7 LOAD (:;AS'E 31 L71__ '+• RI_- '+- WIN[)/21 F =. -23. 05 MX I = 7.06 MXL -= f:iC) MYL MXR :- q.. S CONTROLLING MOMENT a MX MYR =- 1.zj I = 7. 06 MY = 4. 4.1. C_,:['VFN INTERACTION = 1 . . FII; CM1' w ,F, T'E35X5X 1/^ - •t-(:;5X5X, /1 F, 44. 94 44. 94. 1.755. S7 24. 84 ^ 1 , .1. 1. TS6X6X 1./4 5p. ;'S r -.t F 1.7. ._11. 1 152 0. _, J 196E?. 94 L't �' 1/4 ,r-ti. rt,:3 w•-• . ,_ 25. 55 .J3. tt S 1:176. 2 21 . 23 � 23 O 1 .04 TE37X5X:'/16 49. ti S ;e:l • :} t.7.f:►Fi ]., on 49„"E3 1 151 . 74 19. 5 17. 96 1 . 19 GF,FA /VINJ'TP0v.J V..4QLL.. W� ,�I�C7 * 1,�� - rUi-1lt-1-'�- Is, I w� %2'+ p_-,cw T' 7cr( iK I�t �r`�.I ! j W TZn0V kc 2,�ial� 5,011r - 13 k'S.g ,9 4- 4- J 4 4- J42lA•83k Z I ,moi d - G b�Trr�t y -f= 14,14 -1- 1-7 ,-7 Lo + Z 2 I , U yV- 7 S i;� x S k %4 i T ri.'-( s,5 y , x v 3.91 V-1 r- ed_ '],S1�. Vup�= 3717- 44(r, I vw-p; I , �.�, f M�= CPfA,Z ZN=. .23a �or�4i = , OD�4-1La AT:' Z,DLo 400 EEP.RY/FALLER Client !! T V 1 ril�-2 —'- ENGINEERING Job �!• �r��Y _•1_�0-��Job No,._ ■.■ 0 INCORPORATED DateSheet No,c-� L�� 701 S.E.MILLER ST.,PORTLAND,OR,`7202,503.231.0:17 Cd Cin 1z1 d'�7 �/G�� p>�4i"J l..I VTC E.'.�;_ '}'+-f /•n.+4^77-�L R can� �• I I ►�- •8(o Ic. 13 �Tz}3,S 2tiry 9,23 .a'ok- !Z .5Z_ L.. IJ` u CVE TS 4 X 114– T -jam'{ o x 3,oX .I,o mac., C•'o,,�,t,�� z,3 /~~,9 �,a� I v e mac. 14.-r f_; . k- � , �z 54 c�L-u Ll Le vip, O F-T QU= 2 �9Z 1";'F- -�= I-�,Lo,7 < 1-7 U �7 Z'-(0"X Z�-Lam' X IT" Li NTr-SNF, BERRY/FALLER,"Clie r3l-!7l)7 � IN ENGINEERIN Y >Nr.o,Pa,-Job Na� INCORPORATED' , - 'By smt m' —Sheet No.GF, 701 S.E.MILLER ST.,PORTLAI��, FHT Cs12+t> �H ��Twlr: �2U r t"N —4. IV IU ia,5 IZ- (, rt�3L, Tit Al Gl �• Hot�i� ?-rsALT�ON e,4,u? _ •3ZLv +4� �,r-� 1,4 f t� r--r z- 4xCo SK= 17i�rN� ,r1 19,ZS tir 3, 4z IIIz 3 l 7_-7,v J . (mac-,zy- (z�,�- IIS I � �c1i� I.O9 •C I,33 , OIL- ,740 ( 95 ,1-7 Is !�� X (o �¢ oc , '',jP<1ta NLS rto,sV�- �ot:� I N M�f�t- S`r vii w lit-c-- '"F'z 04 .1: •L + L Z,S t=T -rrr"'"( 1q"14-7� cl LO BERRY/FALLER Client --j z (17&n ¢ 4,47vc 5T, V ( IJ � L ENGINEERING Job "�—�'2 �=��-`r ►-^--Q 71! Job rJo._ •— �.� INCORPORATED Date Sheet No.6 S 1!- 701 S.E.MILLER ST.,PORTLAND,OR 97202,503-231-0717 1 FrA-'\,' v F_4 4 1� .'t X13 14 ,"7 99 1,- it .49vIt.�T , 0071/-F SI, "r � M I 1 ( ;tray, GGr 14- -?v .4-f u ,a 4,911 1'1, I IA. M 2 ,09 WT--r ,20 I kr-T .Gg 4 K,=-r 32 , 8 14-f-- do,1 -!o,1 u.. 1-7,Le 14- tn-7 3 k r ' ,2 k->✓-r { \ I TZ r__ , GI-- H-1 I H.1I 12 k. ,-Ig4.Y_ -4-Z N1 3,82,-.T= , 4v-r1,911='rt 1Z EF, c.1- , - 0 4 G F,Z 1\) ' 1z14- I•�1 ,"1 ��T 'j ,Z"" T 1 • 19 Ic.�T 4�,Z p/1 S,Lc9 is FT -7,Z_ �rMIS BERRY/FALLER. �jT, VIN!1•rl�-''r ENGINEERING _Job No, M INCORPORATED Date 7= Sheet No. 3 701 S.E.MILLER ST.,PORTLAND,OR 97202,503-231-0717,',rt .,. FOOTING DESIGN *4 JOB o S"I" V 131"H1:11..LS FERRY M- CI. 0. MARI,`. - D/l 1144'-'UT >k ft OVFF--� SOIL FOOTING-, : 3.5 ft x 3. 5 ft I-C irl C'ENTE'RLINE ORICiIN : It -f-t COL/WALL - G in x 8 in CE'NTERLINE ORIGIN f-t BASE PLATE - IA. in x I'l in 111ATE.1"..IAL. COL/W0L.L STEEL. FOOTING, Flc = 3 Hsi Fy = 130 ksi LOADING 1*1\)-" 1*1' MUMPER AF- L I CATI ON QUANTITY R I G I I'll TYPE 1. c;oNa:7t\o'pf;n::r) V-5. It k D EA D 2. CONCENTRATED I . 592- k L I VE :7. MOMENT MAJ) It DEAD 4 MOMENT (EW) . 497 kft L.I VE ):)RG : 2.5 kmf LOAD DURATION FACTOR SERVICT: CALC3.11-Al']:C11v SUMMARY FOOTING WEIGHT = 1 .531 k C')UM [IF 1,)1:7 ..RTICAL =- Cr':"NTER OF GRAVITY = 1 .75 ft Ainm..Itu) MOMENT :-- 4.067 kftL RESISTING MOMENT (CLOCk'WISE) 32. 416 k+t c"LlICk.'WISED kft MAXIMUM SOIL SERVICE PRESSURE 2. 193 Ifs+ 0ERVICE PREISSURE -97!.A. a. .A.E3*7 +t A.. A-62 f t '":3UMMARY 1r MIN COMP I NAT ION (ULT) p r4l(A X 1.02 It 1:16 7.1 .75 71-1-1 .7W-1-1 . 97E) 1 . 4-86 2. "4E3 88)6 41 FLEXUI-3AL * D E-S A x If; M--ULT Ass LCING I T 7.1-192 IC12 J.. 20E-C)"l) TRANSV 6. 1277"t Z. i ( .089 si /+t) 1 . 27E--Ca;' wilio 't- u'r REINF - I'll-I (.1011911t; -(= 9.000 mu (-Lransv) * SHEAR TYPE' LONG 1 T TRANf3V ALLOWABL-E- P E'AM kssi PUNCH' 20. 389 1.20. 46-1 k G it, 14- FOOTING DESIGN ,3(30 : SIT 13C 1-40L.L.S FERRY MARI,"' . D/1. A, GE(liff-rRy INFILIT X( FOOTING : 5 ft x 5 +t x 12 in AVER SOIL DEPTH ft (-'.EN*l'r.,'Rl..TNr-' ORIGIN : 11 -ft COL/WALL : E3 in .,, 0 in CENTERLINE CIRICiIN 4 ft PASE PLATEZ :: 14. in I.A. in It MAI,ERIAL INFUT CCIL/VJALL- 'STEEL FOOTING e F:'c = 3 Iasi. Fy = 60 ks-i LOADINC5 INPUT * NUMBER APPLICATION QUANTITY OF.%,I G I N LETIGTH TYPE 1.5.4 1.:: =I Q r)E7(-I CONCENTRATED 793 A. 0 L I VE 11(:)1,1 F-7 INfl' OEAD F7 JAJ 4 MOMENT (EW) 49 kft L I VE 7 C) S 1:. I.S ;'_'i NT 6 CONCENTRATED 2. 99 1-.-. 13E I S, ALL(:WAOLE 01:05 LOAD DURATION FACTOR : 1 . 33 ER V 1 CE FOOTING WEIGHT = 3. 75 k S S UM C)F VIRT ::: 22. 1:):*...*:3 1.:: CENTER OF GRAVITY = 2-5 -Ft APPLIED NT RESTSTING MOMENT (Cl.,.O(,>::WISE) 57. 3-3.3. k f t MAXIMUM SOIL... SERVICE' PRESSURE = 3. 312 ks+ 1,11NIMull 1BOIL 1*ERY3:C,1:7 FIREN.l(KIRE = ks+ 'T 923 ft 3ma = 2. 77 f t it rw.",:)rr7i\i SUMMARY COMB JNAT I ON a (ULT') p MAX p MIN 1. . 4D.4-1. . '71__ .2. 257, '17L.+I .7W+1 (3-7E) .56 6.029 TD-4-1 . 30J-4-1 . 4:35E 1.2. 133' FLEXURAL * AXIS M-ULT Ass P-DES L 0 N C;I T 3 7. '27 1. . 71 i ( . 262 !:>:i /+t) 2. 1: TRANSV 9.056 . :'43 s j, ( . 069 s5i /ft) 7. 29999999E-04 lAiTTI-101.11- REINF : Mu (longit) <'= 1.2.01.6 mu (trasknmy) <:- 1.2.016, * SHEAR TYPE LONG I T TRANSV ALLOWABLE b C)4 . 093 PUNCH" ."1. . 78 177. 4-49 k a F, L. FOOT INL--, DES'16N 1--l-HR-?Y M 0.D 1:111:111, It FOOTING 7 ft x 7 ft -t 14 1 1-1 OVER SOIL DEPIH t GENTER-INE CHR IC511\1 : 4 .1.t. COL/WALL : F3 in x 8 in CENTERL I NE 0r--,:I G 1:N LASE PLATE : 14 in A 14 If) 1: MATERIAL INPUT X COL/WALL STEEL FOOTING F- c: = 3 ksi Fy = 6C) It LOADYNG It NUMBER APDL I GAT 1 ON QUAN T I T Y N LENC,74-4 TYPE 1. 64. (:) I:' zi C) DI-7 A D I VE 2 CONCENTROTEP 3,5., q 1: :7. MOMENT (04) 09 1,.:.1:.4 4 MOMENT (ElAl) 2,135, k f t L I VE (fl-LOWADLE." GOIL BF05 2.51 LOAD DURATION FACTOR - I sl=RVICE" CALCULATION !,?UMmrlRly FOOTING WEIGHT -= E3.575 k GUM OF VEIRTIC,AL ::- 1.00.07`'i k CENTER OF' GRAVITY = 3.5 ft MCMIENT ::- 2."'7w`, P:-f-t Rr7c7Tt;TING MOMENT (CLOCKWISE) 381 . 063 (COUNTER CLCIC,14,101YGED = :31:11-063 kf't MAXIMUM SOIL S.33ERVICE PR[7cl.;c3LJF*.k'E = 2. 263 ks;+ MINIMUM SCITL SE'RVICE., PRE,SSUIRE 2. 113 a = 3. 478 ft 3xa 10. 435 ft 1(* 3 .1111 Z jj\j Ut I Al-- Y COMPNAT I ON a (LJLT) p MAX p MIN I . 417.+1.. 7L_ 3. 479 .268 75( I , 4D+1. .7L+1 . 7W+1 97P.) 3. 479 2. 54 2. 451. 9D.4-1 .7)W-4-1. 4:31-H 472 FLEXURAL * Ax IS 1'1--LJLT Ass p--DES Lf'.)NE-i 1:T 193. 3,57 2.674 mi 302 r--):i 1 f t --11 E-C 13 TRANSV 72. 049 2. 214 sJ. ( . 316 s--.i. /ft) 2. 67E-03 1=11;: 25. 1.29 1*11.t (transv) 2 r-.*j I v)i-ri-ioul, * SHEAR I,Ypr- L CING I T TRANSV ALLOWABLE PEAM 015 019:3 F.UNCH 142. 220 '243.37 3 k C F-,;(C i ul N VICENT (SCHOLL'... --ERRY 111. 0.rB. MORK E/I .;j: 1,1\1PUT 44 AVER SOIL DEPTH f.i. FOOT iNcj : 7 ft x 7 it X 14 in OF-Ol'il-N : 4 +t. COL/WALL : 8 in x 8 in CENTERLINE ORICIN : 4 ft E:ASE PLATE .- 14 in x 14 in * MATERIAL INPUT * COL/WALL STEEL- Fy = 60 kssi FOOTING F` c = 3 ksii * INPUT" * OR,I G 1 N LENGTH TYPE NUMBER OPPL.I CAT I ON QUANT I TY DEAD (:,(:)N(:,Ej,,ll'RATED 9 k LIVE CONCENTRATED 17. 1 k I 'BE7]'E)' 1 .49 k DEAD MOMENT (EW) 2. 09 t C) L.I'VE MOMENT (EW) 20 1. 1J t 0 SE.(S, MOMENT (EW) 32.8 kf t r LOAD DURATION FAC TM 1 . 33 BUMMARY 1:7 A 1_C I FOOTING WEIGHT (3.575 k S:;JJM [)1:7 V1:7RT1(:,A1-- CENTER OF CIFRAt)T-TY = 3.5 ft APPLIED 1101111,1\11" :-: 715.091 1,:.f:t 322. 2'(3 kft RES,1.53TING-, MOMENT (CLOC[-..'W I SE) 3,2.22.221:1 l--Jt h1()XIIYIUM SOIL.-. SERVICE PRESSURE 2. 493, ks+ 7 ,:,j.jj"Zj:7 I . ". 1111\41.1,11JI'l !:":H,L 1-I)ERV10". PF�ESS - .11. a 3. 1. t 9 ft 9. •"57 ft 1BUMMAl Y (ULT) p MAX p MI N cOMB I WiT I.(31q 7 15) 2. 7rj5 .F,.:' 5 . =j Tj+1. . 7 L )2 2)1.4 75 1 . 4D+1 .71-+1 . '76q 1. . (371---) c 2.91 -5, 1 .2.2 4 6 7, 71:1;=,,LAI 47 E FLEXURAL * p-DES Ax IS M-ULT Ass rsi ( . 31.1:) !E>i /ft) TRANSV 57.7.95 1 . 755 si ( . 251. cid /f t) 12E-03 WITHOUT Rl:.,ll\lF, : llu <:= 129 llu 1.,7:,9 * SHEAR >k TYPE LONGIT TRANSV ALLOWABLE L-1 E A M 0112 143.377- k "PUNCH' 11.2.94•::, 6 Fro\-I F�OLI I I Nb JOB t GIT VINCENT SCH31-1-S m. MARK t F/1 FOOJ"l NG 51 ft x 6. Fj ft ,., 14 i n AVER SOIL DEF--11.1 CIENTERL l: NE Ul--?1G1l\j zj +.L. .) -f:t COL/WALL - 8 in x 8 in CENTERLINE ORIGIN f BASE PLATE in x 14 in * HP -ER IAL INPUT j: COL/WALL STEEL FOOTING F-c. i. FY = 60 kr.i * L0Ar)Tl\jr-j NUMBER APPLICATION CIUANTITY 01:",1 G I N I-F.N G,TH -,E I k 2 C ONCENTRA TED 62. 9 TYF - CONCENTRATED 33. 7 1, A r)E"n r) MOMENT (EW) I - 02 1,:f t 0 L I VE MOMENT (EW) 166 L-..f t I)EAD I V E BRG 1 2.5 fs f LOAD DURATION FACTOR * SERVICE FOOTING WEIGHT = 7. 7594 SUM (:)I:' VERT ICIII.. CENTER OF GRAVITY = 3- 25 ft APPLYI:-,t) 110111KNT = 1 . 106 1•::f t; RESISTING MOMENT 337- 98 iFt 337. 90 k:fttMAXIMUM SOIL VICE PRESSURE 2. 487 kcsf MINIMUM (.-*)(:)IL PRE.Sr.-)lJlRr '2. 435 a. 3.239 ft 9. 716 ft D 1:7':)*1-*(*'l\1 COMBINATION I - 4D+ 71_. (ULT ) p MAX 1 3.2319 :'• 'i `:' P1 I N . 75( A D+ 1 . 71-4-1 . 7W+1 87E) 3. 2: 3„64H 2. 792 2. 736 FLEXURAL AX IS M-LJL..T As, L 0 NG 1:T 00. 026 2. 3 1. 1. TRANSV t 2. 791-.--(,):3 62. 767 1. 926 st (. 296 si /ft) 2. 5E-03 WITHOUT PETNl:7 : MU (Iongi-L) Mu 2 4 SHEAR T*YPE LUNG IT I R A N S V ALLOWABLE D1:All -049 PUNCH, 135- 594 1<55i 243. 37-1 r,pro FOOTING DESIGN P"el i ST vrNCEN'r SCHOLLS) FERRY M.O.D. F/l (51".0111"'TRY INFlUT FOOTING : 6. '--'- ft 6- 5 't X 14 j.n AVER SUIL DEF"TH = k) ft -f-t COL/WALL - B j.n x 0 j.n CEDITEI'd-INE ORIGIN : 4 ft PLATE : IA j.n ,., 1.4 j.n 11 A 1"1:7 Id'AL 11\11"UT It C:OL/W0LL S31-EEL FOOTING F'r. = 7; !+:=i. Fy = 60 00, * L0ADIhW*i INPUT * NUMDER APPLICATION (11 'r'aNT I TY ORIGIN LENGTH TWE=E. 7 0 p NTRATED 6.2 CONCENTRATED 4 0 LIVE 7 J t 0 DE-AD MOMENT Q*W) 1. . 02 1- 4 MOMENT (EW) 093 1.f t 0 L I VE 5, 0 F- .;r7 I'S 6 MOMENT (EW) 2 it:+t 0 3 E I S ()fj..0WADLE.-' S(JIL r-)RGi . 2.5 1,::m f LOAD DURATION FACTOR - 1 .37, It SIERVICE: CALCULATION SUMMARY It FOOTING WEIGI-IT = 7. 394 le. SUM (:)I:' VERTICAL tn 1:10. 1.24 k CENTER OF C.,RAVITY 3. 25 ft AFIF,LIEC) moiIii.twi, RESISTING mom.:t\fT (cLOc[,-::WISE) 286. 402 if+t (COUNTER MAXIMUM SOIL. SERVICE PRESSURE = 2.835 [:.b+ 1,111%JIMUll EiCI L L. SERVICE PRESSURE = 1—:336 ke;+ a. = 2. Be)1. ft 3x a 3. 582 ft DE!:.;I(.;N CALrULATION 4:31,1111MARY * - I COMB I NAfT I ON (ULT) p MAX MIN 1. 4 D+1. *7 L 3.2"::"7 2 2.9 lei 2 75 1 . 4D+1 . 7L.+1. . 7W+1. . }3 2. 7Fit, 3. 33A. I .247 9 1) 1. . 314+1. . 1-7 2.5 1.4 2. 6)1.3 FLEXURAL It AX IS M—ULT Ass p--DES LON G 1:T 70. 5 T.(-)(,)9 !:;:i ( . 309 rmi /ft) 2. 42E-*--(:):"., TRANSV `51 . A-97 I .574 s;J. ( . 242 moi. /ft) 2. 04E-03 1AJITHOUT RF:]'IVF ; Mu Clonclit ) !:'::- 23. 334 Mu (trarimv) 23.33A * SHEAF TYPE- LONGI T TRANSV ALLOWABLE BEAM' .043 PUNCH 107. 694 24:'. 373 k F00TING DESIC.;r4 ST VINCENT SCHCJLL�-; FERRY M.O.B. E C ME'rrw INPUT FO 0 T I IVC, 5 +t x 5 f t x 12 i n 0 VE R SCJ 1 L. 1)E PIJA C) f t. f-t- COL./W(ALL. S in x 8 i n i\i,:.' ORIGIN f:t BASE PLATE 14. i n lai.n * MATED':'^L 114PLIT 1, COL/WALL - M*EEL FOOTING : F*- c = 7; ks-zj. Fy = 6C) Psi * LOADING ll*.Il'.,I.jl- 4� NUMBER APDL I CAT ON QUANT I TY ()I:"\,I C)I 11A I C:NC-zTH TYPE CONCENTRATED 1.5.2 k DEAD CONCENTRATED 784 k L.I'VE 11CIMEN 1' :3. 02 k+t Cj DEAD 4. MOMENT (EW) . 4-33 kf t L T'VE 15 CONCENTRATED 3. 22 k it r:r I.,..1:S 6 MOMENT (EW) -31 . 9 k-F t 0 1:3 E Ib A L L C)10)A D L E7 LOAD DURATION FACTOR - 1 . 33 SERVICE CALCUU)TIC)jq r;t.jj,,jMf=;jRy FOOTING WEIGHT = 3. 75 SUM CIP VEJRTICAL. CEENTER OF GRAVITY = 2. 5 ft MOMENT =-- 1.1,5:15 RES1,13TING M )MENT (CLOCk'WISE) (COUNTER "R5 k4A MAXIMUM SOIL SERVICE PRESSURE = 3. 30y, MINIMI-111 GIOIL PRESIBURE Q I<:s4: 925 f t 2. 775 ft :;j.jjjMAj:?y COMB I NAT T ON il (ULT) p MAX p MIN i. - 4n-4-I . *7 L 2. 202 1. 75 ( 1 . A-D+ J, . 7L-1-1 . 7Lq-1--I . F37E) - 56 6. 05 1 ci 9 1)+I - 3'14 A-I . 43 E7 '2""'1j 1.2.::,7 9 tl FLEXURAL * AX IS M-ULT As p--DEs LC)N Ci 3:T T,.565 si ( . 264 * 9 E- 3 T'RANSV B. 722 s j. 066 si /f t) 6. 99999999E--04 WITHOUT 1,11.1 Cl (.:I:[t 12. 1.6) MU (t 1,2.C)1 6 9 'SHEAR TYPE L.ONG I T TRANSk) ALLOWABLE D EA m . 047 097 ksi 'PUNCH 21 . 881 177, 449 k it FUMING DE-SIG14 >K>k W 11 joD 4:;'1' V]:IV( Sri-j(j FERI - 0- BIDDIIETRY ]I'll:: SOIL. DEPTH f t FOOTING : 5 +1- x 5 ft x i n CENTERLINE 1-,RIGIN t 4 +t C(31-/WALL -- a in x 8 in CENTERLINE ORICIN : 4 ft. E�e)1,3E PLATE . 14 in 14 in INPUT COL./W01-1- STEEL FOOTING - Fc = J; I-OADIINW1, INPUT 1,,l 5 J I TYPE Appl-I CAT I ON QUANT I TY OR 1 G I N NUMBER' 1. 2 14: D E.-1)D CON(.11"'N1 RAI I.:7D L IVE. CONCENTRATED 1 .569 k 4 A D 2 k+t A MOMEN'1* (EW) A--38 k f t ALL("OWADLE 7 SO I L 0 R(-.i - 1,=', ,-. . I<:!:,f LOAD DURATION FACTOR -. I If ( 'J.11 EUMMARY ,F)1:7 1*�V F7 C(I I.. FOOTING WE=IGHT w 3.75 k mt.jM OF VURTICAL. -20-5119 l" U.I N"r E R OF GRAVITY = 2.5 +t MOMEI'll' 50 RESISTING Mc")mEi,j-r (CLOCV::WJ'S[---.) = 51 . 296 k-Ft 1,]:i1::) ;- "i 12 191") 4::•f t Vl()X]'MLJM E301L SERVICE PRESSURE = 1 .025 k sf SERYICE .616 ; 2.292 +t 6,. 8'77 f-t Ir p M I N j,\j 'B1.111111ARY * 8 (U LT) MA X COMB I NA,r I oi\j 2.29 1 1 . 46 07!5 2. 291. 1 . 095 . 657 *75( J.. 4D 4-1 . 7L+1.7W4-J. . E37E) 2. 2 9 0 0 47 5, 1.7 FLEXURAL >k p--DES AX IS 11-ULT As (:),?,jm?q1?99E--,")4 l_(:)NG IT 1.2. 1.4(-J 42 mi 7. 29999999E-t..)4 9. 1.35 ."46 ss J. ( . 069 ssi /ft) TRANSV �11.j y) = 1.�1-1.(:)1.6 wrn-iot.rr RE:I'lql:� i t 2- CSVIF"AR >K TRONSV ALLOWABLE T'YP'E: L ON 6 11' E A 1`1 1 .(:)1.!", 1.77. 449 k F'..'UNCH 679 • CFO% —mom MIKE [�Mwxmffmum�Vx 0, I:':*00T1NG r)ESIC-.,N JOB : ST VINCENT I-,E-"RIRY M. O. D. MARK -. F3/4 (SIHOMETRY MPLIT FOOTING 15. 5 ft 1.2 in AVER SOIL. DEPTH t C-ENTIKIRL I NI:.' ORIGIN -. 4 ft. C:OL/WAL!- -. E3 J.n x 8 i n ORIGIN - 4 -4 -t BASE PLAT F- i.n x 1.4 in STEEL FGOTTNE, F-" c: = 3 ksj Fy 60 ks;J. * LOAD111(:i iNi:;,u,r * TYf:"L NUMBER APPLICATION QUANTITY ORIGIN I ENGTH 1. CONCENTRATiro 732.e) 1-:: DEAD 2 CONCENTRATED 15.4 k LI 7 VE 31 MOMENT (1:710 15. 77 k-f-t 0 DI:..AD 4. MOMENT (EW) 9. 46 kft C 0 L I VE: -E' (" )1:L r s 2.5) L.C'1AD DURATION FACTOR !KIII111ARY FOOTING, WEIGHT 4.53.8 k. SUM OF 52.5:3.8 k 13 E:ENT,1--'j.; OF GRAVITY = 2. 75 4;t ID 1.7.11_1'1:7 + c. RIESISTINU, MOMEN-r (CLOCV'WISE) = 144. 479 kft 144.4 7('l 11:-f t MAXIMUM SC]TL. SERVICE PRESSURE == 2- 25 ksf .;_7 -IB S N 1,lit.IM 3:L EERVICE 1 . 2.24 ksf a. :?. 4? ft 7. 437 ft L)E7 C;J.( B — _�I\j CALC.11--( IN SLII MAITf C:0 M D I N PVF 1.0 N ULT ) p MAX p M I N J. D+1. 3.394 1 .7711 75 1 . 4-D+1 . 7L-i-]. . 7W4-1. E371:-') 2. 463 546 513,P5 1. . 29 ' 910 t FLEXURAL AX I S M—UL.T ASS p--DES' LO N5 IT -11. . 7 05 ZI 6 9 ( . .'267 s:( /ft) 7..0 E C)3 TRANSV 31 . 648 1 . 216 si ( . 221 si /ft) 2. 34E-03 Mt.t 1.3.2 1.7 SHEAR ALLOWABLE-- TYPE LONG.1 T' TRANSV 1.77. 449 k F..'UNCH 66. 051 r—IF 11 >K# FOOTING DEQ E T C-;N >k ,:r(:)F► : GT VINCENT (:,(:;P0LL!:`i r-"G:RI=(Y 11. (:1. >3. MARI, : P/4 .-MIE'my INPUT FOOTING : b ft x 6 ft >; i.4 i.n AVER SOIL D F'1"H = t:a ft CENTERLINE (31-1 I(:•i I N : 4 +t. COL/WALL : (3 in x 6 in C;ENTERLT'dE LIRI(5IN 4 .f.t.. BASE PLATE : 14 in x 14 in * MATER M.. INPUT .1, COL/WALL STEEL.. FOOTING : F"c: = 3 lis:i. Fye = 6() ksi. * LOADING INPUT * t4UMBER APPLICATION C-MANT I TY [JE;I I N LEN I H 'ME 1. :IV'1"1=tA'1"ICC) :52. 6 I:: -( t:t DEAL, CONCE=N'FRATE=D (3.28 4: 4 C? I T`'C: 110111:NT ( -14) ;5. 77 I::f•t. I)E:AI) 4 MOMENT (EW) 7.27 Si f t LIVE (:;(:)NC;I::NTRATED 6.1. 11" b MOMENT (EW) 4.6. y E:.f i_ c t (:1 SE 1 S ALL014AEtLI:: (a(a P 9 R(.i : 2- G I<'.!Etf LOAD DURATION FACTOR : 1 . 33 * 131--:RV 1:(:;E CALCULATION SUMMARY RY FOOTING WEwIGI-•IT = 6. 3 1; 1:i1.)h1 OF �.�.-"Rl-T(:,Al- :== :53. 61. I:: CE=NTER OF GRAVITY = 3 +t MOMENT = 59. 24 I<:•f•t M.-S 19T I NG MOMENT l C:l..-OCk::W I SE:) 1.60. (3.3 k f t (COUNTER (":L.(:C ;IA)I(:;E) - 1.60. 03 1.::-ft 1AXIMUM SOIL.. SERVICE PRE'SSUF E - -1. 143 ksf MINIMUM (:i(:I]:L S:i1::1:i1j):(::I:: Pf'- I::CC'URE 1 . 095 ft 3x P. 5. 695 f t DIES IGN CALCULATION 1 L1MMARY � COMB T N(-\,T I ON a (ULT) p MAX p MIN 1. . 4z)•+•1. 7L 2.702 2.47 1, 1. .: ":b 75'( 1 . 4 D 4 1 . 7 L+I . 7W+1. . (3 7E-) 1 . 674 4. ()11 () . 9C)•+-1. .:3P)+•1. . 4:';Fc: 1 . 300 a.;ti:'19 t) FLEXURAL * AXIS P1-•UL..-F As p-DES L C;, . 2 1 •-9 !:;i !f•t.) '�'.. T'RANSV '4. 9t%':, 1 06 ssi. ( . 177 -,i /ft) 1 .5E-r' WITHOUT HEIIhJh : llu (lc:!rulit•.) :. : 21-5:79 Mt.t (trans,,) :.-- 2 1. .539 * SHEAR � T'YF'(-- LONG 1T TRANSV ALLOWABLE "C31::AM" .C,4`; t) .C►'�.� 1.::s:( 'r'UNCI I' 54. 9;36 243. 37? I; FOOTING DESIGN >K� ,700 S3'1' VINCENT MARP: : B/, f:iE:1:M TRY INPUT �t FOOTING : 5 ft x 5 ft x 1.2 in AVER SOIL DEFT H = (:t ft CENTERLINE ORI(51N : 4 f t. COL/WALL : E3 in ;c 8 in (,ENTERI_.INE ORI(51:N : =4 f t >r AS EE F'LATE -. 14 in x :111 in MATERIAL I Nru*r : COL/WALL STEEL_ FOOTING F"c_ = ' k n i. Fv = 60 kss1. * L(JAD I.Nei INPUT * NUMBER OPPL I CAT I ON QUANTITY ()fti I G I.1 J T YPE: 1, Ce11VCl_IV'1'RA'TEE) 1.4.1:1 k: i4 t:, E)F"Ar) c.ONCENTRATEED 16. 46 k 4 c1 I.._I VE:. MOMENT (EW) 5. 69 1<:ft 4 MOMENT (EW) E3. 48 kft :) () L_:VE: AI..I._0(;)AElLE" SO B R G : 2. 5 k: .f: LOAD DURAT T ON 1=ACTOR : 1 SERVICE C;AL.CULATION ;"nl.MMAIRY �Y FOOT r;JG NIC I c;l-J"F = 3. 75 k S:>UI'1 I:1F' VERTICAL 315. ( 1. k: CENTER OF GRAVITY 2.5 ft APrL I EL) MOMI:_hJT != 1.4. J.7 I::f-t R:ES I ST I NG MOMENT (Gl.._OCk::W I SE) = E37. 525 k f t ((.;(_UNTEM CL. E) :r 07. 5-5 [::+t MAXIMUM SOIL SERVICE: PRESSURE :. 2.081. MINIMUM 1:110I1- 1:1ERV 1.CE PR S:iSUIRE = . 2 6::mf IGIN CAL.CI_IL.AT I ON 1:41JIhl`1�1;i1� >Y ;:OMYI I NAT I ON a ((ULT) p MAX p M I N I . 4D.4.1 . '71.. 2.0115 .. .':_37) 1. .i i(:14 . 75( 1 . 4D+1 .7L_+1 . 7W+1 . E37E) 2. 085 2. 424 . 813 . 9E:)+1 . 7)14.+•1 . 4:1E; 2. 19' .91.i4 . 422 >k FLEXURAL >x AXIS M-ULT Ass p• DESS I..(_1 BIT 213. 4:47 . 1994 mi (. 1.99 ai /+-H I . 92E-(:):3 TRANSV 21 . 128 . 807 ss i ( . 161 c i./f t) 1 . 71 E:-03, WI4-I•Il:UT 1•u (atinto:it) 1. ?.to 16 Mu (transy) i►1.6 # SHEAR >K TYPE LONG IT TRANSV )LLOWABL.E77 ' OEM' .t;t:"7 i .t.►��:; 1::�:i t 'PUNCH' 43. 86P 1-, 7. 449 4 i IBJ >K FOGT I NG DESIGN >K>K ,7(:)8 t:a' VINCENT — ta(.;hICIL.L_Ci E:rtl=(Y 11.CI.l:l. MARk:: 1:+/ >k GE(:)MI:7 TI=(Y INPUT FOOT I NC b +t x 6 ft x 14 i.n AVER SO J L '141 - CJ f t (:;ETITE:RL.I NI- C)I:'(I.la I N : 4 f:.t COL./WALL : E3 in x, 8 in CENTERLINE ORIGIN : 4 •ft BASE= PLATE » 14• i.n x 14 i.n * MATERIAL. INPUT CUL/WALL STEEL FOOTING : F" c: =- 3 Fy = 60 I'mi. * 1_00DING INPUT NUMDER' APPLICATION UUONT I TY OF:I G I N t_EhJ[:TEi TYPE 1 CONCENTRATED 114. U I<: '► DE:Ar. (. CONCENTRATED 1 G. 2 4:: 0 L I VE UE:AD MOMIHNT (EVJ) ;7;. 69 I..:•i�t �� i:, 4 MOMENT (EW) 7. 28 kft t:> t> LIVE E; C;f)IVC:EIV'1'1=�AT'h[) F.,. 4•_� I<: 4 Q SE 1:Ei 6 MOMENT' (EW) 46. 1 4;ft (� Ai. R: _. . Ci : 2.15 15 k s-f LOAD DURAT I(fN FACTOR : 1 . 33, !:)E RY T.(Y C;AI_.0;UI_.AT I0N 1:)'UMMARY >k FOOTING '.+JE I GHT 6.3 k SUM OF VERTICAL.ICAL. - "7. 7;' k C1:=N`C'EF* OF GRAVITY = Y +t APPLIED 11(:)MENT ::: 59. 07 k-l'•t RE=SISTING MOMENT (CI_OCE-:WISE:) = 11: . 19 kft (C;OUN'TUR C;I_(:)C;I;IBJ I4:iE:) :: �.1. :,. ].W I-J t MAXIMUM SOIL SEENICE PRESSURE = 2. 923 ksof I`t]'IV I I`ll.11H (:)11.. talc RV I C,E r'rflEs4:;URE 1 . 434 +t A.. "303 +t ?k DESIGN (_",AI_(;1.II..A'T I(:)I\l SUMMARY >N MA X pMIN COMB I NAT I oi,,J .+ (ULT) P J. . Ll D+1. . '7 L. 75 t 1 . 4D+•1 . '7L+1 . 7W+-1 . 8-17E) 1 . 191 4 . 1'.']. (� n+ 1. .3 1. . 14 .r_: # F-LEXURHI_ * r,--DES AXIS, M•—UL.T As L.(:)IVG711, 5 7.5.31 ]. . 635sari ( .i?'7 ' rY /f k) 2 114E C.) TRANSV 20. 849 . b " si. ( . ].CSS si. /ft) 8. E399999�;9E—C)4 21 - 539 �. 21 .539 WITHOUT r'EINr' : Mt., (:ltm.-lit.) : Mt.t (tr,:utw) # SHEAF TYPE. L-ONGIT TRANSV ALLOWABLE" ' r+r-.(art' . t'.ilet 1 t:, .t:,►9 3 1•::s:i '('LIhJCH' 3,4. 81?—� 243. 373 • GF7S '• CAS ie � V / 1,'7/ E5 V Ir �/I Tj G(�• H I i`"•?'T K-1 . 4- -7,"7 LO = I Co,C0 9 k. M Y : Co , 2 d•yc- III�y= s.-7 s lls� Taj �aX.SX I/Q, cot_ C12 F, 6F,Z41 c-) v ,t3--s r-71, x ��'-o" x Ic' FTl„ F 4,, 4 ' 1 ,951 11,�7a� I �j a x 14- 55 455 u_ S,Z�iiti, rTP�, II : .3Q Imo- '1,1 I IL- 12 'L F3,ICS ,2, 'I 1�.d4w 14, 1 2w Lr 7 Zri IZ� Itr Ty S x x `/4 '3 - -;t,,Co(sp -7, �_-, Vu ,4 A i,y Vup� Bco,4 II'1,� - 5,4 'A,= 1,5 r., -o" X 5-oi yoZ��TL� , BERRY!FALLER Client - -JOrr%nkt-N 2 f 5TH v 1 Mr--rr::,v7- ENGINEERING JobjsZF4,21--L-f-> --.Job Nr-), INCORPORATED Date *z�Sheet Nom ua 701 S.E.MILLER ST.,PORTLAND.OR 97202,603-231-0717 �►p ST VINCIENT j-'7E71:iI'ZY 11.0.9. 44 11 E-(I Ill C:I.)L I I I); 01.15 191"1<, STRUCTURE IS A BRACED FRAME IN THE X DIRECTION STRUCTURE IS A B I--Z A C E*D RRAME IN THE Y DIRE1.:11"ON BEAM MArW::.' 1 . 7/G. P FY = 46 SELECT THE LIGHTEST' TS SHAPE (S) DEAM ENDS REGTRFAINED 001JUT X UNSUPPORTED LENGTH F'OR 1*.4ENDINC; = I--, COLUMN X-LENGTH = 1.3 K = 1. EFF7 E(:,TIVE LENGITH 13 C01AJMN Y-LENGTH = 1:7, Y = :1 EFFECTIVE LENGTH = 13 SHAPE P FIX FY MX MY INTERACTION ALLOWED SUCA41.IN(5 B U C 1-:1.1 N G f-)I..I..(:)W[7 VALUE ALLOWED LOAD 1. DL + RL P = --16. 69 MX1 MXL = 0 MXR 4. 3`5 MY l: =- c:� I`1Y1.. 0 MYR '5. -72 CONTROLLING MOMENT: MX 4. 35 MY = 5. 72 GIVEN INTERAc-r*TOI'%I =: :1. C,M), =-- . 6 C"IlY =: .61 TS4X4X5/16 57. 96 S9. 60 59. 60 12. 12 12. 12 99 TF-3!i X d t X 1./4 1151:1.F-1-11 06. (T:r 61' .CQ 1.4.;::9 1. 62, 110 TS5X5X3/16 63. 66 13 2. 13 82. 13 13. 56 1". `'56 0. 82. 7-1 ST VINCEIIAT -- SCHOLLS FERRY (PEA11COL. REV STRUCTURE IS A BROCEED F-FAME it4 -r-IE: X DIRECTION iw y E)I F�I C,".1 A DR(icin) r- MmF. BEL"AM MAM-.' 1 .7/C.2 1-'7y := ZjE) SELEXT THE LIGHTEST TE3 S300F'E (S) EEAM E.111)1i3 RESTRAINED AEXILIT Y UNSUPPORTED LENGTH FOR BENDING = 4 (.'0j..j.jmjq X.-LENGTH 4 h;X, = i. EPT-ECT I..I'\(-IVI:7 *1 1 .. - - 4 COLUMN Y—LENGMA = 4 j:*,'y = 1 EFF-ECTIVE LENGTI-A py Fly Mx MY I NTE R(A CT 10 N P W E,D VALUE APF ALLOWED U C, L T.1\1 G ALLOWEED ALLC j..(*j(jf) CAEM I DL + MXL_ 0 MXR 0 F, MMI 0 M Ill Y I C) MYI.. yri 1.2. CON-rROLLINr, MOMENT- rly 12. c;I VP4 INTERACTION C,11 Y --: . 6 ("'MY =: . 15.51 1..3. 0.E39 TS3 A)(A X 1. 2 156.57 796. q.4 4 1.13.1)1:I 161.651 OR �. I. G 15 0. 2 0 1.0 J.'s"1.(). /.'. 0.96 -11 V1/.:1 17. 15 5'Yl 117.67 1096. 69 1.096. 69 1.5 TE'35 X 5 X 1 4 1.15 4 1. 54 J. .X41. El. 2 4 1. 12 4 C). 915) Y 6)X �' G,1L1V47 1 .-1� V7" LIVT�. r-o0 �i CI I ►�- 2,v3 k- a r' 13 Ll�5, Cn Y SzPS,l7 I 9's (01 VL w MX ROO/� 17,4-4- > IZ- = 5,4-4-1L�T M Y .7 I�y, Z 4 — r- r7 I.it x , c�3 9 ,1 ►3 t V ,Q�Z4- y r 14- -T- IF vr" 2 7Z I��T I✓��( IfUY� y,f� TSP= 2Z,Co� K. Mir SIT G e)-Z-4, IDV-ArF er z- 5,S V LT 3 4,b<-7 z.,'1 N1�� II,9 -I?- , I-Z FdrGSz ,Dc7-b lowOne BERRY/FALLER Client -Jm- -��cm1��—>r- ? �T ��, . sT V I fvt�'r�. ENGINEERING —Jol� No.. �.� 0 INCORPORATED Date 3_011--l3b By tic.-T. Sheet No.6�`9 701 S.E.MILLER ST.,PORTLAND,OR 97202,_503.231.071U(018�1! F-')T vi*Ncr.t\rr 1:0-101.1-13 FERRY M.O. F.I. *,P >k>k>K It RF.VA7.. J.X A(_;413, 1.906) E-'rRLJC-rLJF\`E IS A PRACr.1-1) FRAME IN THE- X DIRECTION ':;T Fd-1 C 1(1 R17, P'."; A DRACIHE) F"FRAME IN THI.- Y DII.RF-1:1-1,011 BE:-'AM MAF:FC 1 . 7/P.6 1:71' :n 46 SEL.177CT THE I-IGH,rEST TS SHAPE(S) ENDS 1-0-:7STRAINIED ABOUT X Y TRANSVERSE:-' LOAD IN X Y UNEH.IFTORTIED LFNn*1'H FOR EJENDING = 1.3 COLUMN X--LENGTH = 13 V.'.X = I EF-F'[--'(,'TIVE LENGTH -= 13 COLUMN Y-LENCYTH == 4 1. FTTIECTTVIK LEINGTH == it P PX py I'l X MY INTERAC,r j,or: ALLOWED BUCKL.I NG Eq U C,k".L 1 N 1; ALLOWEED ALLOWED VALUE LOAD CASF I - DL + LL P _: -12S. 8 MU 0 11 X L = C MXR 2. 72 MYL = MYR 0 CON-rROLL I NG MOMENT- MX W 2. 72 MY = 5 GIVEN IN,rERACTICIN = I TSA-X4X3/E3 65., 2.4 65. 54 b92. 26 13. 54 13. 54 1 . 00 1,S 15 x 14 x 1./-11 7 1. . 1:16).F17 <'I5. 1 1.4. T9 1.2. (S.2 9.4 TE35X5X--/J.6 6='. 66 E32. 1 .' (367. 52 13. 56 1.:-..56 0 C?s LOAD 2.- DL + LL/2 + WIND P = -22. 6S MX I 82A. MXL = 0 MXR 2. A-5 11 Y 1. 4. 3 MYL 11 Y R C) CONTROLLING MOM[--NT: MX = '. A.", MY = 4. 3 GIV�7N INTERACTION TSA-X4X 1./4 49. 26 `.50. 2. 530. 54 10. 40 10. 40 1 . iC, 1,05 x 4 x*",!./1.6> 5,5). 40 60. 0":- ;.i1.4.t1. 1.1. . ,16 1.0.07 1. . 0 .......... Z UAI�-- 4 ,GJ31�- 2nz" r�� . +�,9C.,14 z,yZIU 8,6cow 8,g31� 5•' IZ -Sz.B, 11 14,6Zu- II , SIL- ICra,o _ 8,9 17- u,; Zuti x n I y,4 '-o" x ID Q -� LIvT- rocc H--r r��a ►� C v— ,4-q It— I�j S iLT3,g B,c91c_ ?N 1i' F4 it c5i19 0II- � S c� I� � i 5- Fes, , 16 II ,,12-Y 9D14- If'a = Z to r' M-�- •k Z " c, yrs -Tc:, 5x s xV4- r"a! I G F, viz IZ,v 2!1 .C5 Ups 4-o,4 '►3,� BERRY/FALLER KNI0 ST�I �1INU'GrJ'T No.--.- N JobZ`.--I�-�'--'"' F�'�"�-�'-��fob No. .N 0 INCORPORATED Date_3_�1-e�b BY, �.,- Sheet No.Qr,3 i Weis a.er,o - 701 S.E.MILLER ST.,POR'PLAND,OR 97202,503-231.0717, cT VINCENT - SCHOLL S FERRY M. O.P. (SEP11C OL REV•S. 1.X AUG 191."V)) STRUCTURE IS A BRACED F=RAME. IN THE.: X DIRECTION faTRl.l(.::TL)1iC: IS A DRA(:,IEn i:."rzA1`1E 1:N 1'I-4E Y BEAM MARIA; 1/C.2 F'Y : 46 SELECT THE LIGHTEST TS SHAPE (S) C?I:_AM ENDS RESTRAINED Ar-301JT' X Y UNSUPPORTED LENGTH FOR }i=::ND I NCS 1 COLUMN UMIv X-L.EN(:;'1 I1 12 F:X 1, I:i F'1='I::C;'T I'JI= LENGTH 1.2 COLUMN Y-I_E:NG'I'H = 4 k::Y = I EF'F=ECT'IVE= LENGTH = 4 , SHAPE F' F'X F'Y MX MY II'TTEJRACTION ALLOWED r-P-10k:L.1:N6 1r1UC 1'."' .I IVC; ALIJJIAJI:r70 ALLOWED VALUE LOAD (:;A(.-")E 1. : DL. + i.J.. P 38. 9 MX1 = () MXL - 0 MXR = 0 MY I C) MYL := I) "1Y1 i = :11. CONT POL L I NG MOMENT-. MX - 0 IlY 11. GIVEN INTE RACTION -- 1 TS4X4X J./^ SG. 90 98. 4,;' 796. 44 15. 51 15. 51. 0. 90 TSM)X4X'5/1.6 91. 1.(:l 1.:t?�:�. 1 159 16.92 1 4.F.f0 PO TS5X5X1/4 136.£3l? 12 1. . EK5 10:96. 69 17. 15 t7. t5 0.85 I'S(:)X6):7)/1.F, :'." 1.7 J. . 27 V,541. .4J. 1(:1. x:'.4 ir') 11 0. PO TE37X4.X:"/Ib 94. 78 192. 16 694. 76 1S.." 7 1:". 51 (). 98 S ST VINCENT 113CHOLA.S FERIRY (F)EA111COL rl:..v.3. 1 x A1.16 1906) STIRUCTURE IF A BRACED FRAME IN THE X DIRECTION STI RUCI,TUIRE IS, A rDIRACED 1--RAME-" 11\4 THE' Y DIF41:1:71019 BEAM MAIRK 2.7/A FY 46 SELE'..CT THE LIGHTEST TS SHAPE- (S) r-j 1:7(f,11 I:7j%j1:)!:; FZI=(:;,I,IRoI:IqEl) AFOUT X Y UNSUPPOIRTED LEN(;TH FOR BENDING = 12 COLUMN X.—LE11,16TH =t 4 V-'.X == 1. EFFECTIVE LENGTH 4 COLUMN Y--LENGTH = 12 Y = I EFFECTIVE LENGTH 12 SHAPE p SHAPE. PX P y MX My t NTERAur I(IN ALLOWED 0 1.1 C,V,L 1:1\1 C; IBLIC'K.L.1:NG I-jIjj:1j4E[) A1__L.0141—D V(aL.UI:,. LDAD I' .7 + P = 29. 5 tlx I = 0 MXI— = 0 MXR = C) 11Y 1: = 0 IIYL = to 107� = 7.-: 4 CONTIROL.1 I NG MOMENT., MX = Ct MY 7. :'4 GIVEN TNTERhCTICIN 1. CIIX %.- . 6 CIlly :*- . 6 T'34X4X3/8 73. 77 69;-'. 2:,6 76. 92 17% 54 1 5,4 0. 93 T C;115 x 4 x S)/1,6 77. :-.f 3 1.C,P 193, 03. 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O� c ✓ W LUQ = .C�ZGj + Z = Orj µ 1 �_i9,4 L,,•I-- � Iq, �- �`"/�o91� � tzT-�y4-,o� r� �'✓' I �T � O Thr 7�,C� iti Q� J u'7 w I xIC,, -srLEs.l4 w 13,E 13,-1 - _ 'r ,�= 4,5 ► �- �, � z,9z�`RTZ, rC- -z Co,S 5 Ic- ®`"�5 no Z rr_ 18-7,10 4 u5E wl¢ x2z M&0041 BERRY/F.ALL?;R Client JVKMENGINEERING .1oh "NrazY Job No.® INCORPORATED Date Z- �z 1�7 Sheet No, Fr-d"Z_ 701 S.E. MILLFR ST.,PORTLAND,OR 97202,503-231-0717 1,4 3 P t 37 r d Z7 11=�' '•�- .Q.Z = '7--Z w, Rin (o�`72IL 1_ ,a wL - - I , 1C�I4_ SIL- Z�O�jIL TZ Ei�"1-7IL 7 -7,4- M-4�" I.Co S - I Z.,�I I k -7 �Z 4 Elm- rz Ll \N I G 0 AkX I Z rz.a, IGS 4 . =,acaow�t` ;.rte��, k� = ,07' ►k•4 - , I 00 ILL;, 14- I IL din= 1�C�81c. 1•c'IL= '3,pjlc,, 1Zi� M +�'' Ito X37 r� �BITJ/coo @4g"O,c @ 45'w,c , Coles K-1_4; w w , iZiv.= ,611L 2 r-1 T Z7 3,Z3� It- 7- LZ IL. L4J ,;ra ■® �� BERRY/FALLER Client� _!��-mo �I-, v/�u cX'-A-'-r ►�� ENGINEERING Job--saw" � _ I„>1,0, �� Job Nc._. ■WN O INCORPORATED Date _3- I I—PsP, By T'.�Z, ShPet No. 701 S.F. MILLER ST,PORTLAND,OR 97202,503.231-0717 r i I Ft�•�ntE I (�'� q 'i I�� . o��5. Z= fGu�v7� L�l L w 14. t0 +� w Ni N I 2 ¢ 7 I 4- 34,�� - aa 4-7 sk 7-- 9Z")190") *-,S �uz-.7= �S 1�� wZ�=- A- 4- 4'4- Ic- �_ I�- Piln = � '1,zI �� -PIIS =Ce , STal� �- Pa, 8, .'4 + I �o,�,c z L 16, I Co ,Les IL- r9-t;,_ '�r6 �•- Cogs i- 8r r3a = 2 O ►<. g,SBIL F1Z�' •&LO + 4, 5C) �.� BERRY/FALLER Client ■� . 1sT. V — ENGINEERING °- - Job Na._— �.r INCORPORATED Date9=&Z-- BY Sheet No. :I, I 701 S.E.MILLER ST.,PORTLAND,OR 97202,503-231-0717 eo �✓1 M.F`i Cr�1�y CT�1 Ari-\)_ �. GaLur•� rJ�j T�� cd�<. �x 1/4 T= -7 I 2, I z {s V- F!, v,i x 4-4 1=1- A = I0,�7 = F, Sic w 1 b X ¢O A,- 11, 2� S= CoI 2 wz► x44 Ar- 1 ;�,v r= eq 10 (S-ZF5,c1 1ni 16 X3 ''5 A-r 10,I; 5, ti: ► I ('�'-ZT-!" \'v 24 x 55 Au L C7i4�f7 G-Ol✓L�I hJ A.�-Iy 3U�'� r? t_i v K: + `�,rc.447r-n 1 G 2. C C Jd'f7 + r-lC�f-7 i__1 v PF- + 'S PF-4 b M 1 G F=L-ria rc L v Ir- i- 1-crnF L,i v rc. BERRY/FALLER Client c-(-,, ■��, . hT V 1 fu c-Rfv ENGINEERING Job Ps-fr-v�Y �Job rdo. ■�� INCORPORATED Date -( ,'Z- By �T _Sheet Ito, 701 S.£. MILLER ST.,rORTLAND,OR 97202,503-231-0717 2J' VINCENT SCHOLLS, FERRY M. O. D. NO OF 3TS./ MEIIDi-'-'Rl:;./ MATLS/ '.-)LIF"rD J'T':;.I' LD EASES/ !NT SAVE OUTFILITY' 12 14 5 4 A. C) JOINT x-rnnRDINATE :1 C) 0 2 0 l2,75 3 0 25. 75 4 74. 33. C) 5 34. 33 12. 75 6 74.33 25.75 7 64.33 0 R 64.33 1.2. 75 9 64.33 25.75 !0 90.33 1 98. 33 12. 75 1.2 98. 33 25' -j. -75 MEMBER F-JOINT Q--j()INT MOTL -FvF'[-.'. MEMBER TYrF I i 2 Al 5 7 (3 4 17" 5 2 3 6 13 6 8 .11. 12 1 9 21 15) 2 10 5 E? 1.1; 0 1. 1. 5 12 3 6 2 !3 6 (7) 7:. !# 9 12 4 IIATL TYPE ELASTIC MOD AREA MOM INRI'A OT/UNIT L 4176000 0527 3.62E-03 0258 4176000 (:)9(:)22 (006326 044 4176000 . 0714-82 024582 5 4!76000 . On 1.0172 0294904 00 5 4176000 112428 ..06507 055 SUPPORT DIRECTIONS ( INDICATED BY I JOINT HORZ VERT ROTATION 4 1 INPUT F'ILEMAMEC'1-4 0 L L E I OUT F I LENAME PDATA NUMBER OF EONS w 36 BANDWIDTH 1.2 JOINT ISEP :3 jtmul��Mlim LOADING - 1 DEAD (F-17R aME•-•X REV 1. . 1.) NUMB OF LOADED :1Ts/ FEF:' P'EMEJES/ L1)D rIE=11BS/ SELF LOAF/ it to F, to APPL_I E=D i()"NT LOADED J C)1 IV T I-CIr;7 LOAD VER I--(:IAL) I`1( .1 T R C) -:eta 0 6 () -8. 91 O <a C) -R.59 C) APPLIED D:t STR I BUTED AND POINT MEMBER LOADS MEMDIHIR DIS TRV LD•-F' MSTRO I..D-() FIT LOAD...1. D I1:1)T- 1. FIT I..(:)AT)--t'_ D I ST-2 12 4. 70E-01 4,. 70E=-01 0..00E+00 0.00E+00 0. O(.)E:r(.iO (..t:t(:)E+O(:) 17, 4. 7taE•-1:11. 4. •7C)E tat. C).(:tf:)E+t:tt:t Cl.t►taE+•Ctt:t ta. taitl::+rat Ct. :)C)1C+tat'► 14 4. 70E:-C)1 4. 70E--01 0.00E+00 0.00E+00 0.00E:+00 0.t.iOE+OO 9 °i. 7;5F•-•01 5. 3'j-'s E•--01. Cl. t:t(:)E+t:tt:t t-). 0C)E+rata C). C)C)El+Q C).tat il„+taq I El. 5E-01 O.00E+OO (:(:)E+C)O 0. 00E+OO 0.00E+0(") 1. 1. 5. :�, ,E_t:)1. .5. 51:: C)1. Q.C)ClE+tat:t t:, CttaE+ Ota C►. t i(al:i+rata C).t►taEi-(. >Y JC]:NT DIrF'l..,ACE11E_1`•I-fS * 1011114,1 HOR; D I SP' VERT D I SP RO-CF1-f l f:);,! 1. (:). Q(:)(:)t_ita(:)E+(:)ta Ct. t:)C)C)tatataEt tact ta.taCttata(atal'�-rata ,5. 544600E-04• -E3. 91()OOOE:--04• 1. . 9749';0E-•03 9. YC)990 0E-•C)4 1 1 i'1.5'C)E-ta::r 2. 21.56501-H-03 4 0. OO(:tO00E+.('.)0 0.OC)O(aOOE+•OO (7. C)OC)OC)C..>E= h. F,i i�aFrC tCtE•--04 ;>.7 r<,'�i 3OI*'•--ta" _I. :?F,:`t:)C►tal= tato 6 7. 27:Z.61?OE'-03 -9. 021 : UWARM I 6 -5.55E+(.')C) 8. 01,5E-01 ---B. 0'5E-Cl 1 -2.49E+Cj 1 -2. 4?E-+0 1. -4. 72E.4-(.-)2 7 --ol P. I-SE-01 --A.. 67E+02 2 . 08E+00 5. 94E+00 -8. A-BE -2. A.6E+01 -2. A.6E4-().t 1 .2e-)E-4-(:)1. 1 .56E-4-C,1. 2. 17E+00 -'2. 1.7E-4-C,0 -7.C12 E+C,C) -7.CQIE+C)C) ---1, .33E4.02 2. =;1 E+01. 5., 52E-f-0:1 B.2-1.E+00 1 . 01E+01 1 . 15E.-I-0(:► I., 1f5,E:4-00 1 . 28E+01 4. ':G E.4-C,1. 4.7ME-44"1. 0. 1,01"E-4-00 7. 941--+C)0 7. 716E --(:)1 1. CQE+C)j. 11 --5. 1(:)E+(:)1 1.9SL-:+(d:l 1. 00E+0 I 17E+00 1 .31E+00 1 E+0C.) 1 . 16E+01 1.12 -.-1 .461-H-1-0 1. 4.60E+0 1. 7. 13-E-4-CIC, 9.CKIE+00 -2. 2 1 E+06 -2.21.E-4-cl Q -2.45E+Cl1, F!r -4. 08E+0 1 4.74E+01 6. 99E+00 7. 10E+00 --1 .2;2E+0(:► --1.32E+00 -1.(35E+0I 14 zl. IT!'E+0 1. 1. . '56E-4-C)1. El. 99E+CJCl 7.()2E+1:)C) -2. 17E+00 -2. 1.7E+00 .-2.65E+o1. SUPPORT REACTIONS * JOINT HORZ REACTION Vf.--*F'\'T' REACTION MOMENT I I .05340010+00 11 4.3730001:7-4-CH) 4 -4. 630000E-01 6. 497-,60E+01 -2.090500E+00 7 2. 717000E-C)1 6. -2091.601r.4-0 I 1..C)J.R 1.Cl C)I Aq.)0 1( -8. 621000E--011 .`S2(75 1 OE4 0 1. -3.B I E30(0E4-()C) LOAD I14B - 2 FLOOR LIVE (1--lFRA1`tE--X REY 1 . 1 ) NUMB OF LOADED JTS/ FEE= MEMS+S/ LI)I:) MEMBS/ SELF LOAD/ ?k L(:ADINGS >k APPLIED JOINT LOADS JOINT H01=;:7. I.. OAF) VERT L OAL) MOMENT T 5 --15.4 (i EI ►) •--14. 14 �) AP'P'LIED DISTRIBUTED AND POINT MEMBER LnAD`3 MEMBER DSTR9 LD•--P DSTRB I._D•--(:1 PT I_C)AD•--1. DIST-1 PT I--OAD•..: 1)I Ec3T•_.,? y 5.00E--02 `t.0C►E:--02 0. 0(:)E+00 0. C?GE:+00 O.00E:+• 0.00E+•t7(:i I 5. (;tt:►1:.*--(:)2 5.(:)(:)E•--(:): t►.00E:•+-00 Q. t:►(aE:+(:►t? t:►. 00Ic.+-00 11 5.00E--02 5.00E--0:2 O.00E+00 O. 00E;+O(:► n.00E:+00 O.00E+00 ?K ,70I:NT DISPLACEMENT!-; JOINT' HORZ DI,,=,E VERT DISP ROTATION I 0. (:►(:►t:u:u;►("►F+-K, 0. 000000E+01:1 0.(:►(:►(:►(:►t i0 E•+ t:?) 2 6. E3(:000()E-05 -4. 15141000E_-05 2. 225600E-04 :71 -•4.7i 7t:O SIE••-(:5 1.940000E-06 4 O. 00OOOOE+00 0. 000000E+•00 0. 00OO:)OE+00 5 6. 749(:►C►O O',:; •--9. El':':"2OOE-04. .- 6.t39(:►t:►(;O E--05 6 1 . 533700E-04• -9. 8792(,OE-OA. 3. 024000E-05 7 (►.i i(:►(:)(:)(:)(:,E-4-(:)(:) t;►.00(:►0 0E•+(:►i► 0.000000E+00 E3 6. E3590001-E-05i -. 9. 3(-?r63OOE--04• 5. 55c 000E=-(,5 to 1 . 44(:IE;OOE•-04 -9. 298500E-04►14 -2.812t-it:►0E•-0t; 1. ]. 6.01.7 i(:►E� i�;°.; -4.54.41 iOOE:--i 5 •--1..664 7O OE••-04 12 1 . 353900E-OA. -•4. 646("OOE-05 3. 2500OOE-06 MEMBER FORCES t MEMBER MOMENTS, SHEARS) Ax IAL FORGE's AXI.... STRS, 190. t'•-•END Cl-E:N F'•--END IT-END F'•--END 0...END I 4.89E-01 I.(.)1 E+-00 -1. 1 E3E:--01 1 . 1 E3E--01 --7.92E-01 -7.92E-01 --1 . 5(:)E:+O 1 2 --2.01E--01 -3. 64E-01 4. 43E-02 -4. 43E-02 2 •--1 . 70E+01. -1 . 70E+01 -3. 24E+02 9. 33E--02 2. 24E-01 --2. 50E-02 2. 50E-02 -1 . 6()E+()1 -1 . 6(:)E:+()1 ---3.., (:)4 E+•02 14 -4.32E-01 -8. 27E-01 9. f:)ME--0 -9.BBE--(:2 -7.94E-01 •--7.C114E:_.(•?1 -1 . 40001. 9. 88E--01 4. 75E-01 -•1 . 12E--01 1 . 12E-01 -1 . 95E-02 -1 . 95E-02 -3, 70E-01 5 -2. 96E-01 •--6. 57E•-02 2. 78E-02 -2. 7@E-02 2. 36E:•--(:)2 2. 36)1.--(:)2 14. 4(:11=--(:1 7 1 . 51E--01 -4. 27E-02 --8. 40E-03 8. 40E-03 1 . 32E-02 1 . :7,.?E:--O 2.50E:--01 9 -8.02E:•--01 --4. 08E•-01 9. 32E-02 ...9. 32E--CT -1. .73E=-02 ...]. .7'E:•-(:2 • 3. 213E--(:sI 9 _...OOE+00 4. 93E+00 7. 73E-01 9. 43E-01 -5.60E-03 •-5. 60E--03 •-6. 24E-02 10 -4. 27E+00 4. 07E+00 7. 56E-01 7.43E-01 1 .(:19E:-(:)2 ]. . ►:►9E:-(:►'". 1. . ";,�'E:- t:►]. 11. --4. 45E+00 1 .63E+oo 9. 373E-01 7.66E-01 --5. 70E-03. -5.70E-03 -5. 06E-02 1.2, 4. *7.5E--(:)l -1 . 95E-01. -1.'?,5E-(:)2 .,-1. 12E-(:)l -1. 12E-01. -I. . 2,1.El.(:)O 12. 61E-01 --1 . 39E-01 -A-. 10E-()3 4. 10E--0:7 -8. 48E-02 -8.48E-02 -.1. . 1.E3E:+O(:) 1. 73E--(:)2 SUPPORT REACTIONS 0 1 P'll, HORZ REACTION VERT RE=ACTION MOMEN"r '7. 1. 4.El 19 9(:)(:)(:)1:7 1 A --4. 430000E-02 1 . 707640E+01 -2. 0 1 0000E-.0 I 6(:)634f 11::'1''_11. 9, 117 -9.880000E-02 7. 94,3000E-0 1 -4. 328000FI-0 I (PF RAME:•--Y REV 1. . 1. ) NUMB OF LOADED ,:3TS/ FEF= PIEMBS/ L.1)D Mk-1,113S/ SELF LCIAD/ C) C' * I..OADINGS 1t APPLIED JOINT L.OADf ,7C)IIJT I-1OR7 1..0AD VIKIRT I..C)AD I`I(:)I'11::1'•.I'T h 0 -1b. b k3l:) AP'P'LIE=D D:[,r3'F'F<IBUTED ANO POINT Mk-MBE R LOADS) ' MEMBERI)S:;'1'1=3)? I_.L) I" 1)ril'1='t1) L.lf fJ 1='1 L.t.-AD ]. r)a:l,'r f. 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F., >r SUPPORT PEACTIONS ►k JOINT HOR Z REACTION VERT REAC 1 :I ON MOMENT 1 • 7. 42',:?.';i it:►I:'4 t►i 1. . i.E#::`Ili rl`+ 1:,1 -:�:`.639060E 0E:+(:11. a -5. 499400EA-00 9. '3,50690[:'4-()j 51^ 8C)E•+ 0 7. 7s:'2 937-iE•)•t:)1 • ". .2t:►F,::nC)E:+(_)I . 9 1209,20E+() -3. 612700E4.01. F1 , 14 DEAD « FLOOR LIVE + ROOF- LIVE _._._.-.-....._........_......._......................_.._�..-....,...._......,..........._...»...�..»...__...._-_.._-._..._._........_......^..r•ccx........:mc-.....--...__....-._-.-tee:.-:.r_-._.c (1='E-E-{AME->; REV 1 . 1. (;DIYID I NED LOADS, LD ] X I. LD X 1 LD X 1 ► JOINT D]:"il='I_At E'I`1 N'r(:) JC]INIT HORZ DIST' VER-C DISE"' ROTATION 000000E-4-Of".) t;). qt it:)t)tj,:►E i-t)t;I t:).t)t;)t:)t:)i)t:)h t:)t:) --9.(332 1(:)()E-04, .?, 191^;40 E-03 1. .c:►7�Jr�3t:)E-i) 1.450961:1E-03 2. 24'7(3C)I -(:)3 41 0. ()0(:)000E+•00 0. 000O00E+•()C) 0.000000E+00 �i 7. t:►';14.c:u:)E_t)t4 _ ;.to 1 C►44C►1= t).^, -7.6 37(JOE-04 E• E3. 5207-00E--(:)A -•E3. 362.'•;2()E-r)_; -9.5594.00E-04 t:►, t;)t:u:)t;uii►E:+c:)t:) c;).t.it:)t:u:)t;►c:)Ic'+t:)t:) t;).tait:)c:)t:)t:)E:+t;)t;) 8 7. 906900E-04 --5. 5911 OOr-:---(:)76. 241800E-04 9 6. 755':Q(:,E--i)-► •-(3. QEl-11.to:)1-:- t;)3 J. .0200801--03, 0. 000000E+OO 0. 000000E-4-O0 0. 00(:)O(::.)E:+•O0 ]. 1. 13.198360t:)E•-i�4 )i►.7 I 1.(:)(:,E--(:14 1. .,":it:►3�4 t)E- c:).; 4. 5-23600E-04 -1 . 432500E--0*l'; --3. 0484201---03- 1*1! 4E3420E=-031*11-M E)C:I 1:7 E:E:I ►I: ME:"MPECS MOMENTS SHEARS AXIAL_ E GFRCES NO. 1='•--END t--END 1='-END a-•END 1--EIVD M-•END 1 4. 8"7E+(')O I . 00E+•01 --1 . 17E+'7() 1 . 1. 7E+•00 1 . 69E'4-():[ 1 . 69E+01 .? 2.y'(:)E+t:)t:► --4.02E-4-00 4.E:)f1E:•-•(:)i -4.MIE•-01. _1. . 00E+Q;, ...1. . (I(:)E:+i 7, t 1 . 03E+00 2. 51E+00 -2. 79E:•-01 2. 79E.-()1 _..9. 625E.+01. -9.65E+01 L4 •--I4. 21SE:•+-1:10 EI. t:►1. 0 9. 62E:--(;)1 -9. 62E-0 1. 1. . 67E::+l:)1. ---1.. 67E:4-01. r 1. . 57F*+()1 1 .65E: ) r:):l 2. 49E+00 A. 49E+•00 -7„ 91 E:+•tit:) --7. 91 E:+00 6) S.(36)E:+t:)t:) -F). .. i)E:+t;)t:► '�. 'cf,E-t:►1. ►a. :'r<,Ic-t:)l LI. :;.^E:+t:►1. 4. ::i 'E:+t;)1 7 5. ;4E+t:)() 6. 2:6 +OO --B. 95E--01 B. 95E:--()1 -4•. 22E+01 -,A ,. 22E.-1-01 1. . 76E:+(:)1. 2. 44I::+(:)(:) ---2. -14E*-4-(:)(:) --'7. '79l:-+(:)(:) -'i. 79E:•a(:)0 9 -2.'`,8E+O1 5.,98E:+01 9.,051-4-00 1 . 10E+01 1. .31E-1.0('.) 1. _;1E+0(:) 1.t:) 14.��'�I::+C►1 LI. 7. E:+ i 1. (cl. 1:16E I-t:►t:► f3.60E+c:)t:) 1:1. 71.E:-•(:)]. P. '71.E 01. 1 1. -5.; 1 E+(:)l 2.22E-1-01 1 . 09E+01 9.97E:+•(0 1. . L4c3E:i•00 1 . 4 E3E•1-00 '?1.E« 9. 931: •4•00 --2 - 2. 4'iE,-t:)i)1s 1 . E;fiE« ] a. 1. 1E+� ]. /. 13 -A... 49F:.+01 4. 67E+01 7. 7:YE+00 7„ E6C:+(7(7 -1. . 515E+00 -1 .55E+00 14 ry. . t:►E:+t:►]. 1. . 'i'F,1=«t:►J. 9. E:1E:iE: t;)t:► 7. 7'i)I +t:)t:► •-2. 44E,4-C :► •-2. 44E:+00 >K .ilJf-POF T f;EzAC',T I ONS >K J O T.NT I••IUR 7. REACTION VERT REACTION MOMENT J 4 . 1 'i c,t:►nE:+O1:) 1. . 6971. ii)E:a-i)1. 4.E171. 1.t:0E•t-00 4 ---4. E P':,()()C)E-O 1 1. . O02927Ei•O2 2. 20'72(')0-'+(.i() fry 1 t:)t;(:)E- i 11, 1i'. d>5t:►h,l:1i)E+(M 1. .t:►:3C 90(:)1=+t:)C) 1O -•9. 621 C►00E-•01 1 . 6-774.30E+•01 -4. :•-!T,6100E"_+OO FI,I� —Mc��It4tvT rf/ F LTA. Ll_ + grc•('?M+I G 8 ,4 "L L I r S V--r- T O e VL 4- r pe L-t_ 4-4,,rr,1=7 I0 .(c IL �`a, I It+r-r 4 � C.S Z- (.015 •z ��>' ' 3 4,5' 44 17 zB 2 12, 4• ti,4' c►g� �� I x Zz M 3 e 13 -FA--s.i A-11 F L_ 4- -p rc.(9-., S , �1 IL .4-4 I y-T C L vL + >`L A- sr41 G,BZ ea ii-r r to I_ A-r(_ i 4 4,8 w� L /5GL^ Q 4- ,SZ��UIg*Z � ,Uq� ?,v�*1728 �*64 4t7-100C) 4- ul ,7 I W 141-X Z'Zr Q S rte,s, P.nr-'l 14 _,ax I,a-L. , AA-A"y. FL 4- 'plri4 5 'Z,S 1 Ic_ Ito,it., Y_r__r 0 @ 17 4-F-c-_ + S' �; 4-�(094- ©,; 14-r T -dL 4-1Gt- + r%, 7-1 4 ¢Ic_ S3,d Ic-i=T ZCo.L IST G' i [ U � 1r+ �* 4, � 39� I77�`l ,�gz( � o _ 4- 14- X2Z BERRY/FALLER. Client ■ ENGINEERING Jorr��_-�—F��'~�jnq_�-Job No, — INCORPORATED Date-BY— r`' _r Sheet No, L will 701 S F.MILLER ST..PORTLAND,OR 97202,503.231.0717 G 5 Z .(��M �1L�-�_ -Pro Y.I A --M O A^ NA-A-X. 4- -7 i4- Id--7.7 U(_ -I-�T� l.- ^4' �r 1""r. 1 �7 C7 i q-I I�• �3�-Z 1�I'-7" �j L ,� Imo-(`; C L -I- tr 4- T- I. >> 1 k- G 9. r3 Ic-r--r � -7 z7,y �,a� -Z`� - ,o4s� * A �S44. zSc�tav ,a78gq 7-'100(� U LE t�1l0 >t 7Z4.4 �s ,S`M v,�r� Iy max I A-(- Le IL- -(- LeIL IQ, /->5f'_r ( d� C t�L + F=L_ + 11Z k- Co I ,-7 ILT"'T 11,9 iLr-'r @-t�-L� + F L_ + r- @zz, 'c,1 +f '�v� + .s �1 3DB ,1' I-77p� lid I ,� iti►4 z�nn0 D 0 z + r-L +St r-r 5 Z,3"7 I� (c') Ct;lL- r a It,rel I,0L rz. F7 r L J�cx) I ��. z r, �k.�3 P� 4 ,'�? .{_ ,co�� k ?!a ,'S 1Z. ,k -_ "-0 at 2 Pfw I A c_ — M�^r•.i) �v-n/1C f71 4- F L. + 5 r;_�A 5 -I- Ff- 4 iZ L I U x `i4 041 BERRY/FAL'LLR Client _gym sjQ 7ttmVWU I:;- �- .c_T_l V I Ne ENGINEERING .� INCORPORATED Date 3` Z'�`� BY- Z`-2-----Sheet No. �l•�� 701 S.E.MILLER ST,PORTLAND,OR 97202,503-231-0717 ,;, i VIN(:,ENT 1.1 F, STRUCTURE IS 0 BRACED FRAME IN THE X DIRE I I:I C TI ON !:;TRUC,TUI"%E ]:":') A DRACED FRAME IN THE Y 1)i. p,[-t-)M MARI-%', MDR #2 1:'Y = 46 SELECT THE LIGHTEt�l- TS sHAPE-(S) BEAM REI:;TRAII\JI:7D ADOLIT X Y UNSUPPORTED LENGTH FOR BENDING = 12. 75 COLUMN X—LENGTH = 1.2.*7r,*, V,X EFFE(:,T 1.VI' LENC;TH = 1.2-75 .1 EFFECTIVE LENCYP-1 " 1.2.75 COLUMN Y—LENGTH = 12.75 y III x INTERACTION P PX Py MY c ALL.CMED VAI.SHAPE 1\15 DUCKI-ING LOAD DL. + FL + lal IIa :3 5 MXR 35. 1 -433- 51 MXl = III x L MYL MYR MY I = (51VEN TNTERACTION CONTROLLING MOMENT' M X 3n. 1. I'l y ClIx it Clly = .6 30. 61 t .30. 61. . 50 139.21 2. Y.) '15.67 TE36X6X5/ 16 .,1 Ts-/X 7 X I it 1.44.21. 7, 61. 36,. E30 29. 06 23 1 -Bq' 113 1(:IX6X—/16 121 .97 LOAD CASE 2: DL. + + MXL. '2: . 2t tl X R 2.21 MXI 0 MYR 0 MY I Cl CONTROLLING MOMENT: MX TI ON MY 0 GIVEN INTERAC 2. .2 (:;1,1X 4 MY - . 6 1 A-'5. 22"' 273.0 5 23-05 0.99 116. 42 145. 22 5 5 0 7 5 TS5X5XT,/8 19::,.r-j 1,19:711.59 25j- I ()o 117.16 X e)X I/it 297. 9() 19 26.91 TS8X6X3/16 1(.)5.,00 r=iz At.. rc, ; T'Q 7,19 I4- n �Pa w r= 3.z a- ,o �- . �� I IL L-F w L 4 S o K 4 0 TPC 17 ((II3 , 4 TA wy t 2 ' 3.13 + 2,28 c,�.•� 1It- TA C- „� 4, 4t.T Yy i c ri co x Y4- --At-T ---At-T W I2XILn GOLUI��FJ�j `r �jP X�y I(t� Z = ��9•IN4 ,4 -7, Co�S I Lo I& x 4-en t= e"17- I")4- A A II , SSI �..oia�v u•,�.,v��,..,�.-71or�ti >r�corc I...tvr,� i- ��r�+5�-�tl� t7rr�C•17 4— FL(_�OTZ t...+v!r_ 4— -I- T=L_ccT= L I U + TZG?� L I I,"(— BERRY/FALLER ,"(-BERRY/FALLER Client — �`,�, 7 ENGINEERING Jo hb�'� �r�N _��►�%� �� —Job No._____� i.E ■ INCORPORATED Date By_fit-=+ Sheet No.F?k d. 701 S.E.MILLER ST.,PORTLAND,OR 97202,503-231-0717 II A.,L-H I ,_,1_.ru-li__L.-b 1-1:.NhiY I'I.1.i.V NO OF J'T!_i% MATL.Ei/ 513PI'D JT'-'/ LD CAGES/ INT F iC;l:G/ SAVE OUTPUT/ 4 ]. ,JOINT Y,•—c:roRDINATE Y—c:c:ORDI:NATE 1. C:l 4 Q 1. �i 2,5 �t27. 07, 0 5 27.83 1 :. MEMBER P--JOINT D--JOINT MAIL TYPE MEMBER TYPE. 1 1. 2 ]. 1 4 5 6 ._ 6 1. P1l'a'1'I_. TYPE 1-KI—AOTIC MOD A131.-"A MOM ]fIRTA 1,11'/UNIT L. 1 4176000 .065 4. .384E-0* .G•31.8 41.761100 .081.9.'.'92 .02951676 1';:951676 . 04 4176000 . Or.332992 . 01451723 . 026 26 SUPPORT DIRECTIONS ( I:NDI(":ATED BY 1.) JOINT HORI. VERT ROTATION ]. 1 1 1, 4 1 1 ]. INPUT F l:L.l`NAME :: !3C;c- OLL SIE, OUTPUT FILENAME - PDATA NUMBER OF I::laNS '== 1.8 BANDWIDTH == 12 JOINT SEP • F13,2 d LOADING 1 DEAD l'='1= )I`1E:•--X REV 1 . 1 ) Y NIUMP OF LOADED JTS/ F-F_'F MCMBS/ L.DD MF lBc:./ SELF LOAD/ A' LOADINGS Ili GS >k APPLIED JOINT LOADF) ,:)(111\41, I.1fJl= Z I-OAD VERT l- O - 11. . 62 i) APPLIED D 173TR I t+U7 ED AND POINT MEMBER LOADS) hll=:1•lEtl.:Ft LIS:iThEi L.CI F'' mivrREt LD-0 PT LOAD 1 I)is s'1,-1 PT LOAD--2 D 1'.ST--2 5 6. 2,'E-0 I 6 27C -01 0. 00E+t7c' 0. U(:)E++a0 0. 00E+00 (>. 00E+00 :S. 1,tar:- Q l to, rata]::aruClto, tat:�r:+tat i 0. tataE;A-(:)ta O. 0t:)I +rata >K JOINT DISPLACEMENTS >k []INT hIOR Z D I SF' VERT D I SF' ROTATION 1, i),i ii�tatatat tE+rata i t.i�tat-i0O(-•+•tat to.t:►tat-.►(:)i tii13.4- --1 . 4--•1 . 9E313()OE-04 -1 43183,0E--C>~; 1 . E3409E30E-()�; •-•4. 4,54000E•-04 - 1. .967,10 1(:)E-(:)7i 1. .61.7E_9tah_taw 4 0, 000000E+00 0.00OOt�OE+Ctq 0. 000000E+00 ►C>()000E+00 -1.2954tataE-•(:)4 -('5-43)135001:7-04 1. .09r-56001 ...03 6 -7. 29420OF-04 -E3.777200E-0A. - 1. . 69341 OE--03 ME.MBER M0ME1*4TS SHEARS AXIAL_ FC?RCES AXI._ S-RS NO 1:1--E711,1 (:l.-END P-END M-END i"'•••1=:ND (T-END 1 5. 76E+00 1 . 13E+0 i --I . 42E+00 1. . 4 2E ) ()t:) -3, 25E+01 ". 21E+01 --4.95E+02 2 --5. 6t:tE+t:►(:) -I . 1.4r+(:)1 1. .42E+(:)(:) --1. . 42E•+-rata 1. . 471:_•+•01. 1 . 43E-4-(-)1. •-•2. 21.E+02 . 1. . 50E+01. 1 . 44E+01 -2. 27E+00 2. t 7E+ta0 - 1 . I"a--t•01 -1. . 0E3E+0I --1 .67E4-02 4 .-1 .Lit aE-4-►1. 1. . 44E:+01. 2.27h•+•00 -2.27E+00� -1,21.tA3E:•+•00 •--4.671-7•+-rata --7. 19r -ta 1. -2. 64E+01 2. 65E+C►1 9. 27E+00 9, 28E+C)() 8. 4:7-E-01 S. 4.--E....O1 1 . 02E+01 F) •-I. 114E:•+•ta J. I . 44E:+•(:)1. 4.67E-4-04) 4.67E•+•00 .--2. 27E+rata •--21..2'7E.4-0 a ---.11 . 26E+ta 1. >M SUPPORT REACTIONS * J O I NT HOF:Z REACTION VERT REACTION MOMS \iT 1, 1. . 4219500E+00 3. 215'7Gn(►E:•+-ta 1, 5.7613500E-4-00 t 4 -1 . 4295(,)OE+00 1 . 475,170E+0 -5. 685100E-1-00 7. 4'1260 I't.1 1"'1:7 ICITAL WEIGHT (IF F-*,4 s (-C]ADIN(:l -- 2 FLOOR LIVE: L:i('aMl-. X RE1, 1 . 1. ) NUMB OF LOADED JTS/ FEF MFML'c:' L_I)D IIF-1`1DS/ SELF LOOD/ 1; LOAIDINJ;r X( AF'Fi-IED JOINT LOADS l.rrr I4ORZ LOAD VI:7R*l- LC)AD MOMENT 0 AF"F'I_-I r:I1 L1 IST R I[I1.11 1:7 AND FIC)I NI I`11:71*1r-?E j"i I_. !AI:)3 ME MBEF'( DSTRB LD-F' DS I-REi LD---0 PT I-_OA 1)-1 D I ST-1 F'T LOAD-2 D I -(a 7. 7.:'!I*'.-(_)1. 7. ..":3 E:•- 1. (a. OCIE•4-00 (1,(:)(:)Ic_A-C)(:1 (:?. (:1(11=-t-t_?i c:l. (,i ilia-tatl ># JOINT DISPLACEMENTS )K LTU INT HORZ DISE' VERT DISF' ROTATION 1. Q. tai►(ai)i ttar+i?(') (). t ita�ii�(acal=a i)(:? i .tli�t a(at uah) (10 2. 4. 609000E-05 3.660500E-04 2. 394370E-03 1 .2544(;u:►E--(:)4 -3.661:)5i:)(:)E--(')4 ---6- 4 0. 00OOOOE+00 0. 000(:)OOE4•!aO S - 1. 1.4C)CIC)tal-...05 --4.'509 0i)E•-0 4 0050 )IF.--03 6 -1 . 374000E-05 -•4.509000E-04. 6. 746 .00E-()4 ME.1.191H,R * N1"MI-iER MOMENTS SHEARS AXIAL.. F=ORCES AXL STRS IV CI. P-END 1;1••-END F`-FIND fa I=ND 1 E:ND f 1-G:fJC) 1. 7. 27E+C.•)() J.. 4.5E+01 -I . 821E+00 1 . 82E+00 -8.28E+00 -8. 2SE+00 -1 . i7►=+02 y, 7.2IE ai ii) .-.]. . X4;:;1 + (:)]. 1. .t=1'::'E:r•ia(a 1. .f'21]H+00 -1. .(a 1.E+t:►1. 1. . (a l I--,+0 1. 1 . ;Sf,l::+!_)y 1 . 15E+0 i ' . 92E+('.)(:) -1 . i I E+001 I. I I E+00 0. ()(•)E+0() 0. 0�iE:+00 -2.0(:►E-04 4 - 1 . 1.SE+i)1 -2.192E.4-00 1. . 11.E+t_►(:► -1 . 11E.4-00 i).i u:►E+ta(► i i.(at�E+!ata 2. (:)(')E-(:)4 --2. 61E+0 I 2. 61E+01 I . 02E+01 1 . 01E+01 -7. 06E-01 -7. CM-E-01 --8. 62E+00 F� - ?.!�'�I gilt► , (��I__.i-i)i.l i►, i1taC: i►i► (a,i�(')I::+i eta 1. . 1. ].E:+tai► -]. . ]. 1 Ei+QC) •--2.(af:1E+(:)1. >« E,UF'F'ORT REACTIONS J U I NT F OR Z REACTION VERT REACTION MOMENT 1. 1. .t32i 16()(IE+C)C) P. ?E4taivar►E+(ai i 7. 27(-)7(:)(:►1:7a-(:t(:) 820600E+00 1. .019940E+01 -7. 279500E+00 Fo's LOADING - :i BE 1.51111:: NUMEA OF I-OADED JTS/ FEF- ME:MB / LDD MEMBS/ rSELF LOPID ' t LOADINGS 1( APPLIED JOINT LOADS 13 11\1T HOR:Z LOAD VERT LOAD MOMENT >k JOINT DISPLACEMENTS JOINT HOR7- DISP VERT DISP ROTATION 1 t;►.ta()i)tai ii?E•+-ta(:) to,i itat ii ttit:►E+ c,it► to.tatatai itataE+Q0 2 7. 08810E-0 I'.E34.1.4.00E-04. 2. 419 410E-07 2. t:)1.26 4 0.000000E4•00 0.000000E+00 0.000000E+0(- 7. 00000E+0C- .7.(:)(:12967E---(:12 ':`.(9414c:)c:t1::--t:t4 2. =41a�4taElt 1 . 375919E-01 x ,IZrj - 2. 004170E-03 4 MEMBER FORCES * rigMDER MOMENTS SHEARS AXIAL FORCES AXL STRS h!C!. P--END 0-ENL 1"l-END (:1•-•IND 1:�'•-•I ND (:1-ENC) 1. -4. 62E+01 -3.88E+01 7. (')9E+00 -7. 09E+00 !,. 4.7.E+(70 6. 4.2E-1-00 9. 88E+01 - 4.fiCtC+ta 1. --3.EI.71 •4-t-i 1. 7. 06E-4-00 --7.ta6E:+t:t;► ..•6.4'2E:•4-rata --6. 42E:•at:tt:t -9. 130E-;0 J -2. 47E-6-01 -s. 59F+t l 3. 89E 00 -?. (39E+00 1 . 86E+00 1. . 136E+00 2.86E+01 4 --2. 47E:+i i 1. -�?.�Stai:+i►; .El9E:+i�c'i - .1:!'7E+i,(a •-1. .(36E:+tai i --1. .(16E-4-00 •-2.©6E+(:)1. 5 6. 36E•+01 6. 7.4E+01 -4. 56E+00 4. 56E+•00 i.7E+00 1.7E+00 -3. 87E+(71 6 j?.5'�i::+,�1_ 2. riLlE:•+t:,1. -1.C16E +t:ua i. .t l6E+rata • :i. f3t�l::+rata • .. . E!';E+(ata 7. �?,7h+tat. SUP'P'ORT REACTIONS JOINT 1-40RZ REACTION VERT REACTION MOMENT 1. -7.c:)9O6i)taE;•at:it:i .--6.477:i�t:,l=A-i eta -4.62 146r►E•i•i i 1. 4 -7. 069400E+(.10 6.427300E+00 -4.6094:30E+01 i F13,(o war L.CI('iUI:Nb - /I F�L:)Clr" LIVE, i r.(..ht)ME--X, RFV t. . 1. ) t.IUMB OF LOADED JTH=/ FEF MEMB S/ LDD MEMBS/ -,;EL_F LOAD/ 1 C LOADINGS INGS >k APPLIED JOINT LOADS 'IC)IIVT HnR:7 L.CIoD Vra=tl- LOAD MOMENT C) E36 0 rar'r I_i E-r f)I',:> Frt I E71.11•ED AND (=)n T IdT Ihl_`1�1)-.Crt i--or rm MF=IYIDER DSTRD LD-F' DSTRB LD--Q PT LOAD-1 DIST--1 F'T L..OAD DIS.T-'2 !_5 C) -(:>]. 4."i1al:" (:)1 (a. (:)C)E+(a(a i 1,iiC►E+Ctta (a, c:t(af +(ata to, i�C11 + tai 1 >k JOINT DISPLACE=MENTS * JOINT HOR-l. DISP VERT- DISP ROTATT.ON 1. o. (aC)E•-00 (a. (aCt(ai i(:I<)r•t-(a(a c:►.tat atatatatal + rata AL -E3. 911 000E-(:)5 . 14E3400F_-(14 -4. 1 'bb()CtF -c)4 i irl4(aC►taE Cl"; 1c'. 0:;591.f li►E•--C)4 •:).03:" )..)C)1::•-•(a.7, 4' 0.00(_)000E+•i1C) o. 000000E+C10 0. 000000E•+-00 7. r'( t 1C1C)taE-Cl;`.; 4.'7f117•.)1:)i 11 -04 4. 1.tay::�(ataE---04 --1 . 7,99200E-04 -S. 7677OOE-i14• -". 038430E-0-, * MEMDER F017*t(:;F"Ei MEMBER MOMENTS SHEARS AXIAL_ FORCES AXL STIRS NO. 1=' f;"IVI) I:1--IHND P--END 0---END i=' l::ND (;l•-ENC) 1. -1 . 1.9E+00 --2. 4.5E+•00 3.04E-01 -3.. 04E--01 -7. 12E+00 -7. 12E+00 -•1 .09E+02 ]. . 11�E+tail .4. .1 :).i14E:- 'i 1. :+.t:141:: f). '�'6r`+00 F). 'F)E:iCu:l .-Y.63E+01. .. 6. 1()E+00 1 . `8E+01 -•1 . 68EY•+00 1 . 6E3E+0(i -7. 12E+00 -7. J. 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MEMBER FORCES * MEMBER MOMENTS SHEARS AX 1 AL FORCES NO. P•-END W-ENT) 1=' P:h1D Q-END f-'.-ENT) 1:1•-END 1. 89E+01 -.2. 4 ?E+(.)1. C. .27 F+c)0 -5. 27E+00 £35E+0(: -1 . 85E+00 I' -5._•:3E-'-(:)1 .-S. 33F_•4-01. 1:1. (=191::•4-(_)(:) 1. . 66)1--+i)1 1. . 6)6E:+(:)1 3 -1 . 32E+01 -?. 29E+01 2. 70E+00 -2. 7(3E+00 1 1 . £36E-1-00 4 - .62E+01 -2. i'Ei i i 1 ',`.;.c:u iE:4-i�i i -5.(:)i)E:•+(:)r:) 1 .(=16 E-4-r:)i i 1. . 0e.,P'+(')C) 74E+01 $. p6E+C)1 5.f,:'^+0() 1.. 47E+(>1 - ". £3£3E+t)() -.'•:,, £38E+00 E) 2. 29E+(i 1 2. E:1'7E-4-C,1, i. . Fq(< L"=+):)(:) 1 >k S31.1PPORT REACTIONS >k Jr1INT HORZ REACrT0N VERT REACTION MOMENT 1. . 11'i 2/r:)('c: :, .f:196)79(:)E:4-(:)1. 4 -£3. £390(:)OOE=+()O 1 . 662670F+01 -5.7r36-P:)0 .+()1 DEAD + FLOOR LIVE +- SEISMIC; _-_-==-=cx==.�:-r-nz-:=.==-c.^=v-cr===--z=-a-===,=_=^_=^am=c'=.-ac.=•=j•»�:-==r_a=ca--•==c=m-ase (PFRAIhE:-X REV 1 . 1 4. COMBINED LOADS LD 1 X 1. LD 12 X 1 LD 3 X 1 1 JOINT D I SPLACCMENT1:, If JOINT- HORZ DISF VERT DISE' ROTATION 1, to.�►tatatac ata[:�-tat_, i t.i)t;►C)ta�aC)E•+-rata to.i)fuatatai�f=+t:ti t 2 7. 013606E-02 -1 .513740E-03 6. 6-54760E-03 1 . 3771583E-ta]. -1. .1755[l:ZOE---O:3 '.2.96l lai itaE_ to 4 0. 000000E+00 0. 000000E+00 0.GO00OOE+00 5 6.91:1010 7.3E•--t.i2 _1 . ..•I .I:10C)1OOE_--(-)_; 6 1 . 7,68487E-Cil -1 . 70181-,0E-0?; 9. E337.900E-04 MI I*IL-1ElR F•(]R(:;F_''3 * MEMS{ER MOMENTS SHEARS AX.1AL._ F=OR(::ES IVC). P--END 0-1-,IVC) 1=' I:IVD G--END F'•-END 1:1•--ENI) 1. --3.?I E+(-)1. -1 . 2,3E+0 I 3. 84E.+00 --3. 84E+0() -'. 44 E+01 4 0E:+01. ri. '?taC_:+ta1. F,. 4'7 C:+ta]. 1 . ta:"�;•ata1. f::-+-tat :';. ].':'1:7.4-01. �'. ta91::+tat 1 . 87E+00 --8.52E+0u0 5., 1. 1 E-01 --5. 11E-01 -9. 4.3E+00 --9. ()2E+t`)(') 1.3E.4-(a l 4 , 7,:'F:•+•t:t]. 7. ':.71c:+<►t) --7. 271-'4-(')(') �S,. 9;:,F" tai, .. E,. 5 1::+rata C 1 . 10E+01 1 . 16E+0:2 1. . 491-+01 2. A0E-t-01 04E•+00 --3. ()4E+00 1:1. 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S'Ln 7s �, r z 4, 14 4-1,3(10 r l Le IZ , 33 �r it lo,C� ,zy Co9 11, 54 if -7,53 11 ,41 rr 1,0 ,Zrj 8 ,q I I(p,CoZ 11 5zi3,1rp (4,a� (,zs� B,IAZ 1 •p4'7 II II ,l II IO,a�W • I tl 1-!),4 l,n ,z 5 ,I l/fl,0 ,-Zy 70 ,z1; 11 BERRY/FALLER Aent -1Te- Ju�-RW--NS �e A4v4oew. 15-cu�ci� s Se. �I-- ENGINEERING Job :Lo-w-lz F��-��!( ti^dE� _Job No, �e INCORPORATED Date 3 -Zq•- b-By.__ XL--r Sheet No.pl7- 701 S.E MILLER ST.,PORTLAND,OR 97202,503-231-0717 14/4 Z/q 13/Lo �I FL i 14,9 3 f 1 �,� �1�,3 co,e� rZ�j 4r5Z 21/41 II * 'I �7,c /z� 8,58 IS/6th II ZP�, IZ �.p /ZS I X3•'7 i9 rZ2 '� f f 1 wI SVe 1-7 Cd,o� C,zS� 9,co3 3.co9 Z/5 4- Z—Co li Gi ` WON" BERRY FALLER Client__ --ice -`I rw,Ivy — �� ENGINEERING Job4-t� �.rtY wUVO, Job No. OWN i INCORPORATED Date - - -By.___ M. Sheet No.I?-L:5-- 701 S.E.MILLER S r,PORTLAND.OR 97202,503-231-0717 LENGTH * JOB : ST VINCENT SCHOLLS FERRY M.O.B. MARK : SRD. jj * GEOMETRY ' TF -DIST OF C-C)LUMN c OLUMN WEB THICKNEC ScS, . 25. j,n COLUMN Fy = 46 I-si * LOADING * P--DL. = 2.98 1-.- P-LL.. 7. 26 k ECCENTRICITY 2. 5 in * SUMMARY k = 9. 57 m = . 719 MU (OCTUAL) = 24. 265 I::-j.n MU (ALLOWABLE: ) = 24. 285 k-in VNIFE PLATE LENGTH RIKU' D L0,24- 4 'F f:::NIFE FlATE LENGTH REOUIREPIENTS t J C)D 7 C.) 1-1 1:7 ERRY Ill MARk:: RP. 21 (:;EOMETRY " 7- -1)1 S 3T OF COLUMN 4 i n 141:1-! TH1CI-:::N[-'71:C; COLUMN Fy = 46 1,s i P- DL_ = 6. 7" k FCCENTRTCITY in 9.357 m = . 719 MU (ACTUAL) 3.2. 232 1::--i.n ((-`ll- LOWAPI E) ±L-�!,I q 11:7 E- 1:�1.7 4- I. 4- 9:1 i:::NIFE PI-ATE LENGTH REC)UIF'-':ETlEI'ATrC3 t JC)n V I 1\1 F 1,j V !:,I I__ 1"7 1 F*'1: 11 Cl P- MARV' * GEOMETRY " 7 ' ._DIEST OF COI-LIMN = A-in WED *TH1CI.::'NI:-'l:;F) = .275 in COLUMN Fy = a P-DL 54 k F-I-L. 4 ECCENTRICITY ". . 5 in SIUMMAPY * r." I.,. = 10. 3E313 m 719 MU (ACTUAL) = 14. 477 1::--i.n MU (ALLOWOPLE) 4,03 T F E PLA'1'r7 1..1:7 INj(:)'J'1-1 r-�Erl D 1. .94 :L r) KNIFE F'L-(AT'E- LENGTH REQUIREMENI'S ST VINCENT SCHOLLS F ERRY M.n. S. MARY' SRE-(. 4 GEDMETRVY 'T:' --DIST OF COLUMN = 71.n (71131-1.1111N vil:10 THTCJ:J\1ESl:3 .2"25 in COLUMN Fy 4,3 L.(')A D I N G * r,--DL = 7. 1. 1 F'--LL 76 1, E-CCENTRICITY = '2. 51 in SUMMARY * 1:7. 998 m 719 MU (ACTUAL. ) 1::-j.n Mt., (ALLOWABLE) 0. ()Ea k -ir) i-E.,i\i ci'r i-i r;i::a' r) i i n 15 [!:NTF'E PLATE'--' LE'.I,,J(.,TH REQUIF"EMENTC; JOB : ST YINCENT SCHOLL.I.-E) FERRY M.O. P. MAW:. : S'2'D. 10 GU)METRY * 11- -DIST OF COLUMN =7 '7in ('1101-1-1101 *7'1-11(-:I "I\J1::.'!-;1:; := .25 in COLIJMN Fy = 41, t LOAD JN5 I, F'--DL. = S. 67 1. 91 k EC-CENTRIC17"Y = '12.5 in S)UMNI'lRy * k ::= 9. 9P4 m 719 MLA (ACTLJOL) = 38. 4.62 MU (ALLOWABLE) = 38. r6 ? k-in V'N T F 7 1:7 PL.ATE 1..1-71T.T1'-1 :i n 1 4- f:*,*NTF:'rn- PLOTE LENGTH PEOUTREMENT'l- ST VINCT.NT !-)C;H(:)LU:; FENRY 11. 0. r-1. MARV:' FRAME ' B' If (;E01`1-':1'P Y If ' T' -DIST OF COLUMN - 6. 5in I" N JA)I'-:1-: 1-1-11 77-75f J.I-) COLUMN Fy 7-- q.6 k s 1. 4: LOAD I 1\1(-i if F'-DL. =! 4. 6-1" ii P-1.1- = 1.6. 46 V: ECCENTRICITY = 2. 5 in if SUMMARY t = 9. 3 4"4 m = 1 . 617 MLA (ACTUAL) --= 96. 1.--i.n MLA (Al A-OWABLE) = E36. 4 KNIFE PLATE L F7 J\:Cj'rH RE-CYD 'S. 72 in 4- K.N.iFE PLATE LEN61H RLCAUiREMENIS * JOB : ST VINCENT l=CH(: FERRY M. O. D. MARK : 5"_'D. 6 * GECHIETRY )r ' T' -DIST OF COLUMN = 7i.n ('.nLLIIlI%J WED ir, COLUMN Fy = 46 ksj. * LOADINC5 * F'-1)L. = 10. 1 k P-L.-L 94 k. ECCENTRICITY = 2'. 5 j.n * SUMMARY *1 1, = 9. '56 m = . 719 MLA (ACTUAL) = k-in t (ALLOWAPI.-E) - "'9. 745 1 --in 1-:*NTFE PLATE LENCiTH 1) !-: 5- IT,5) :i n 4- F-J\ITFE PLATE L.FNGTH RFQlLjlRPlr.,-,r,I*TS J00 : ST V]'NC ENT r3CHO1._LS FERRY 111 0 T_-I. MARV, : 2P. 10 (BEICIME'rRY )V OF COLUMN = 6j.n COLUMN WED I_HP'J:`.NES!:') = .25) l COLUMN Fv ::-- 116 ksi LCIADINCI 4Y 1` --' -ITY 2.5 i.n .)L = E3. 28 1.r. = 11 . 25 1.:: E*C'Cl'-_"N'l .1 SUMMARY * 1, = 9. 981 m = . 719 MLI (ACTUAL) = 76. 79:"; k--in MU (ALLOWABLE) = 76. 793 k--i.ri I Iq I C�T_ I40 PLATE LEN(YTH REGVE) ;-- 10. 7 -in 4- '5/4 12 1 i:'.'.NlF*E PLATE LENGTH PEOUTREPIENTS, j(:IS . . !:'I* Vl'l\)(:;I:' SCHOLLS F*r'RI:*-,'Y 11.0. 0. MARK : 28.47 (SECIIIETRN' * T- --1)1 ST* OF COLUMN =-. A J.n (:;(-Il .9� "; .215 -in COLUMN Fy = 46 UJADINC5 * P-DI 6.89 k F'-I-L. = 15. 7 k ECCENTRICITY = 2.5 j.n SUMMARY k - 11 . 51 m 719 Mu (OCTUAL) = 9(:t.84 I.—in MLA (ALLOWABLE) = 90. 84 k--in 2 z 7-Z ) KNIFE PLOTE L.1-IN15"I'll RT"(:J' D ::- 1,C). 9El i n 4- -x m m KNIFE FLAT LENGIH REQUIREMENTS JCIB : ST VINCE111' SC HOLI...S FERRY M.n. P. MARf!:' : RB. ''2 7- -DIST OF COLUMN Ljn COLUMN WEB COLUMN Fy = 46 1-:s;i L-C)ADING P - Dl.. = 7. 9 9 k 1E3. 9 1, ECC.ENTF-\'I(,IT'Y 2. 5 in k =n 1O. 801 m 71.9 MU (ACTUAL) = 1.0E. 29 t -i.n MU MLLOWABLE) 1.08. 29 k-in 1-::.NIFE PLOTS REC,'I' D :'-- 17- 951 ill bIq PLOT11 LENGTH REQUIREMENTS 13CHOLLS FRRY 11.0. 9. MARK c.32EA. 7-r (5EC)METRY ' T' -DIST OF COLUMN = 7in CTKUMN WED THIC',"NESS) I I C(*.)[.-UMI,J Fy = 46 kssi LOADING 1::, I.K. = J.(.) k P-11., =: . 93 k E*CC Errm i c .1 TY !:;U1,111ARY * 1: = 9. X64 m = » 719 rk.t (ACTUAL) = �9. 95-3 1::-in MU ((ALLOWOBLF�' 8. 9`7- 1\1 11:7 FT-ATE LIENGTH RIEC-I' l) 79 :i n [:::I\ITFE= PLATE LENGTH RF()(..iTRFMF:*Nlf-1 1(-)[( Cl I" Vjj\j(':j:7N'j' 1*1:-F'R"ll I'l. C). D. MARI::* S2B. 11 ' TI -DIST OF COLUMN = A-in COLUMN loll:-Tl .25) .0-1 COLUMN Fy -= 46 Hsi LOADING * F*,--I)L, = 8. 86 k P-.LL = 8.93. k, ECCENTRICITY 2: . 5 in SUMMARY * t, = 10. 675 m 719 MLA (ACTUAL) = 158. 967, k-in Mu (AL.L.0WOPI-E ) 1--*NIFE PLATE LENCM-i R1:7(1 '1) in h-TWL LEN&TH REL)LJlRF-'MENI (::. MP - ST VINCENT SrHnL.L.q FERRY M. O. S. MAPh---, . F{. 6 D I ST T (-i F:, COLUMN = 5. 75 i n WlErl THl(:,'K'iqE!:!9 COLUMN Fy = 46 ksl LOADT115 * P---DL. = ^1 . 8 J:. F'---L L = 15. 4 1:: ECCENTRICITY k = IC. A78 m = I . 127 MU (OCTUAL) = 141 . 75 1::—i.r) (ALLOWABLE) LENGTH RE . co Tr- f::.PIIFE PLATE LENC--"YTH REGUIREMENTS IS"T VINCENT FERRY M. C). 213. 3 :i -' T' --r.) OF. COLUMN = 6j.n PJI:-D .2'5 irl COLAR-11\1 Fv 46 ksj. F'- LL in k 719 Mt..t (ACTUAL) = 13'.2. 255 k—in (ALLOWABLE) 1.32.25 k--j.n F--LOTE LENGTH REQUIREPIENT"1`2 JOE-" VI'NCENT SCI-W-fl-1.3 FEN'RY MARP.:: RB. 16 Or CDIAJMN = 41n wizp In COLUMN Fy = 46 kssi L C")A D 1:hi(-,; * P--DL =: 17-1. "7 1, 14. 97. 1; ECCENTRICITY in SL IMMARY * 1, = 12. :1 m 719 MLA (ACTLJOL) = 110. 247 lc—ij, MLA (OLLOWABLE) 110. 247 P*..'NTFE PLATE LEN15TH 1:*'(D I r KNIFE PLATE LENGTH REQUIREMENTS JOP 1,13NCIENT FERRY M.O. P. MART; RY3. -.1'a ' T :' ,-..])I ST OF CO1-.Ul1N =: 6j.n Cl-)LUMN WE'l-) THICA,,NESS = .25 in COLUMN Fy = 46 I.,si 4: I.-DADING * P--IM =: 9.5", k f.`--LL = 21 . 41 k ECCENTRICITY = 2.5 in if SUMMARY * k ~ I I . 212 rr, . 719 Mu (ACTUAL.) ---= 1,24. 313. i.—in Mu (OLLOWABLE-) 124. 7.-;17 1-::.'Nll:.'E PLATE LE NCYI"rl RuA. ,r) = 15). 43 i n $C)"9"s 4- 'so, er"s 7 V:NIFE' PLOTE LENGIH REQUIREMENTS If 3(.)n : ST VINCENT FERRY M.O. P. 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Sin-rLi TZ.Q I rJ Lry '. �✓f c-T - 1(y. 1 7a = 2 opt ,3 k-fr7- Mry > (, �i �- ,ol 1 ?j� * I�,Sz 01Cn8 , 9 �1=T Lj`7C 5 I nh1'y ter WV-7, Lr .; -�-1-�o-ni�; Pref� 'i�1�4'1'1-�-'1��-G►7 M �G�P�1 LM TWIP, -'v1174-1 Ll F till n-7 C L T7C, 4'i c,I �O BERRY/FALLER Client ENGINEERING Job LL5 ►-�I�ra��Job No. INCORPORATED Date By- F_4--r No, 1— 701 S.E.MILLER ST.,PORTLAND,OR^7202,503.231-0717 51LlF-A1-Tz w A c_L G,Z 4- Z,-7q -I- 1,S-7 = 4-04414- 4, —ofcI`4,CD(.n_ . ;1!7 6j!!; ;'.L.F 1/115 Vi T' I T--) z,gar r �t,.,c I koizAr�►� t,9£�,>�,S - I,�� I' 44,"I •353 _ �__ OV IraC-'TUY'-ri I rJ �m fell "`( I NAir. —_----- — �V- / ill' •(c(n I plc .203 o4c(9 �-L ) +- —, 1 + I,yJr� = �%.`7 k- �L = �7,© F'f 29,Fw 4 "o,c A-T r2"74,ire ICc� C`' I?-'U• c IN � IE-4-� -i;'r--Ati, '5;r7Zt)7 TOf r 1/z r�Me-)- I,v—,0 Z nj7:> Vi e v4l"'S c7>v S 4 3 4- -Z,2 17 2-� ''/4"� d,F� Z—q- .60 -1 — BERRY/FALLER Client - NICENE5- n- ENGINEERING Jnk�r�ls��._-tz__ rJ—r---re=1 P:15—Job No. MOPE ■ INCORPORATED T,a,e -L- By_ lak-'T Sheet No. L-,4 701 S.F.HILI ER ST.,PORTLAND,OR 97202,503-231-0717 p c B cR'c�wy-ICas�(S4- ip,C *7_U + � z ti * 13 s 'i t- .o z +k Iy .r ,o I �- Z(a 1 ►k I B S -�. I 153, It 7:='T r�' Sl�n�7aru N1720A I1�,7 ILo, iL, �,h ":5= 4-a�2.� K-1c t LOILFT Mrz Iy3,5 + 4- -7zi ,51�.. r & Lox (c N1 = 1 -7 4 ,5 V__F-T- 1== 1,0-► 1-I-r-)z A C 40)K ■'�� BERRY/FALLER Client J tr- ,.I u iz imm-4o 4_ p ce—, ENGINEERING Job`g�_Ns2LAAl EfflrAr-_`f __Job 1�0. INCORPORATED Date 3-U�_&&F3y._ 1�_.'r Sheet No. 701 S.F MILLER ST.,PORTLAND,OR 47202,503-231-0717 � w IZ,2o It.. w L4 3,ti li i ► �r v 4- , C,-1 = z ,-e?-7 IL w DoT t_ M!L !amu-r�l-?Z �VA•r.� C I%1 I,��\ - 2 . - I-i I k- L= 1, C V-� = 19,'► 2 ,f32 ►�-� c r=�,S v U S r I 1 `7 tz::.,T•=> I Cad F�Lo r ,St� AGI-7 �k 2 = I.G,2 v_ c.� T�B,S �l ►Odl� A '�,c , �T t�G-r rr -7 LV I Z' Q.G, IN 7`1fGLrTi' 1,C5 10se I-r j,-'y— _ �J, COCl) v--c ,Q Z ,F 4- c14- c o L L ry BERRY/PALUE.R. Client t--lm b'1; V I AKX'N'T ENGINEERING Jobs-t �A, Job No. INCORPORATED Date _ Ry__wt-"'-. Sheet No.�—, I L 701 S.E.MILLER ST.,PORTLAND,OR 47202,503-231.0717 gU ,l '7 I ce Z,Lai [.4, 1 -1 _ I t—OZ, c..'7 I S 1t- b,-7b + ,34 1 :sk 71 r� L LoITr+-T? 1 ' fo 1,co"1 FV i= 14-•SIL L = 3E,5 FT V 195,Lo a- 14,6 = 30,4 1'- 4- `4- G •`I'Id:) I-c.-L;F Lp '4 0.c , Ary r,-,v&7 ,-►90 -t- 14, P4 = 4,5z �. PCSIL ?�, 5,P�Lo + •3,1 I + 15,"7 c 2 4,'1 1` 1�.�2c 19Co,4 -I+ ck,tb It-Ic ' o IL 7i.`/ I L;-I (P � -7 Z I,_,_F c> G LMlN cy WArp G!9 L.Lp Z.l,s 41 *?-*Iz* I,'3� e.1 r'iS'7 t BERRX/FALLER Client1�- -!�` V Z---JL'` sr'' ��ME N C� .1 v r T ENOINEERINebf-e--I.��_'-'�---� -'� s)5—.JOb No._ OWN 0 INCOkt ORATED Date _3~14 _ems_ c3y_ ">r Sheet Not 12, 701 S E.IMLLER ST.,PORI LAND,OR 97202, -08-211-0717 F"-ice ��G 14,8 ltot,co� = lI,-7k,6 94, 7 14,S * 1 caz c..� = 8,9-7 i4L- F rz,cl--r•�>C, 4 �vta I /jI M0 BERRY/FALLER Client __ 0901 ■ E . ENGINEERINGJob's-L�s�._:�:.�YJob rJO. Oro ■ INCORPORATED Date ___ShF et ISO. - 701 S.E.MILLER ST.PORTLAND,OR 97202,503-211.0717 APPLICATION - STREET IMPROVEMENT/EXCAVATION COPY TO: ILE ORDINANCE NO 74-14 M (WHITE)• -IN ® (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEETI U (PINK)-OTHER AGENCY ® (BLUE)•APPLICANT APPROVED 2 APPLICATION NO.: 4U1 NOT APPROVED 11 ClTN' 0 lGARD, ()Rf'.(;oN FEC AMT. E '.;)'4.00 PENDING FEE, PMT, 13 CITY HALL RECEIPT NO.: PENDING SECURITY 0 PU9L IC WORKS DEPA R TMEN T BY _— DATE—_- _� PENDING AGENCY ''OK'' ] %pplication and Progress Record — — PENDING INFORMATION Ll MAINTENANCE BONDFOR STREET IMPROVEMENT/EXCAVATION AS REUUMED 12, ANNUAL U PENDING VARIANCE --- rI -- — EXP RATION DATE: cine yrsak PLRMIT NO : _ _ DATE ISSUED: -- - BY: --------- (1 ) APPLICATION IS HEREBY MADE TO EXCAVATF FOR AND INSTALL �"� lc. iiC]VI�JWd�_aurOnLrLltary AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT .__At- I/lnnt A .jal= i_ & .,Qal -LL„._ 14201i j. ar ata :iaa(I �t-l tire), OR (472�', -----_ AO R SS .IT O '' CONTRACTOR_ 2 -InclCk-P3CifiC 5(W ae 25Td '7t,. POr land OR 97202 232-4157 NAME AGOR[ C CITY �--PHONE PLANS BY Mmt1a_.-,�., Cons 1 tont,: Inc. 1..,16 liu=iker St. _J;i�; Cu, ;�,+X7222 NAME AODRE•5 CITE ♦HONE - ESTIMATED 111APROVEMENT TOTAL VALUATION ( COST): $ ik;.,1910-CL) DOLLARS TO.04 OFFICE USE (2) EXCAVATION DATA: _ X sSTREET DESCRIPTION ROGRESS $c 1NSSPECTIION STATUS NAME SURFALE CUT CUT CUT MATERIAL INSTATEM DATE RI EMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUAREET ---- _ P N E D _ INSPEC- — (lli it R TION ESTIMATED STREET OPE NINGDATE: _1_ S — ESTIMATED STREET CLOSING DATE �— _1_,./ �- F D STREET (3) SECURITY NO. SECURITYAMT.: S I:L�hJ • CLOSED SURETY CO.: _ _ r•INAL tt *T1lrtK1YCHECK ➢L _— CASH u BOND t INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL. SPECIAL PROVISIONS /CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1. All WOCk ,-,,,:11 col-itorlf% to tl Traffi.c colltrc:l to " ,-, tr)rovioed J I Cc�r-- � � I _ _ - - ., • _ _ _ -� _ - t .x Calti,lied wiLn. . 1>E�ctor 639-X11'/1. r �_..--- _ - % - to start Of work.. -Cotte -` - - - - -- - - •. ._ _ _ .r:ll'1a sewer e21.9went andas—buj.1 hylar to >0- Rvorvi,iod to tale city. _ t (l 4, Copy of fhate I � for,r work i 1 I an �ch�all:� r'ec ry :.01,4o, , to City. (J) NOTE. THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK CJHE.R.' RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY .c THE STATE_ OF OREGON. THE APPLICANT AGREES 1'r) DEPOSIT THE REQUIRED SEC%' .I'IES, TO COMPLY WITH ALL PERTINENT LAWS AN17 CONSTRUCTION SPECIFICATIONS PERTINENT TO CONnIl� OF THE WORK, AND TO SAVE. HARMLESS 'irH'_ CITY ANI-1 EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. >. t rax utility rel'.raltit.Io 19 to -)orne .)y .ipplicant. 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I _ r�OB 2.2E 790 57' deo 3 ,v O'/O'f8"W C �3SF pRP N sw - C- cc" L}w��', A� S. C� •fir ~ 1 � / N $ 5w O (l U OR. L1 i v z 110 r? n ' n " z 1 I tj