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E z I"•"" sell III III IIIII IIIIIIIIIIIII1I IIIW1Il11"Ill11I11141141141"t$61 111111111 11111114JU111111 lalll1111111tIII I11II1ill IIldnIIII lullulluidan1lN16)uhill llill Im11miluulI,I1lli�NUlfull�lw�llllulllullu11l1�Ilul1 APRIL , 20 ' 1992 1987 AUG SEP OCT NOV DEC J MAR — NPR MPY JUN JUL_ 16 23 30 6 13 20 27 4 11 18 25 1 8 15 22 29 6 13 20 27 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 14 21 28 ........... ............. SITE/OFF-SITE WORK 3 51TE.UTILITY,LAYOUT PLANS BID SITE,UTILITY,LAYOUT FIELD ENGINEERING SURVEY PAV I Nre PW I NG/ROFIDS I I PLANS SITE/GRAOE/UT ILI T IES 7 LEE VALUE ENG. PERMITS CLEARING/SITE/ T LITY SITE CLERKING/DEMO FINAL GRADING XTRUDED CURB/STRIPPING SITE PLANS - - - - —- " 491 AWARD CONTRACTS CUT/FILL SITE F/P CURB,GUTTERS,SIDEWALKS SITE PUNCHLIST SITE/UTILITY/LAYOUT LC451 MOBILIZE CURBS/GUTTERS/PAVING LANDSCRPING/SPRINKLERS FINISH TO SITE INSTALL SITE UTILITIES U/G TRAFIC IMPROVEMENTS Los OFF-SITE UTILITIES/IMPROVEMENTS MOVE JOB TRAILOR/STORAGE LANDSCAPING/SPRINKLERS R.I. i CIRCLE CON5TRUCTL Sol STRUCT.ELEC L MECH. PLANS BID ARCH. DOCUMENTS HOWR REVIEW ECT STL JOIST ----------0. 551 J7 f7 AWARD ISSUE BUILDING WR DELIVERY LPUNCH ARCH. PLANS H LIST CIRCLE �CIRCLE MALL L DOCUMENTS CONTRACTS PERMIT OPENS TO PUBLIC EXTERIOR FINISHES 0 CIRCLE 9S 09 271- FP40 PERMIT SUBCONTRACTORS APPLY FOR AWARD STRUCTURAL RLV HOLLOW MTL DR/FRAMES F/P TILT-LIP WALLS a SHOPS FAB/INSTALL CC VERED WALK PERMITS SLOG PLANS E/P NET WALL FTG a SHOPS F/P SOG -WPS TILT-UP INSTALL STORE ETS L L 140 L91___ 197 FINISHES F/P TILT —7-J BID STRUCT STL.STL EXCAVATE ET&S F/P PC R E GS a SHOPS INSTAL ELEC/JCH a CEILING/ROOF 1 JO ST.MTL DECK ISO APPLY FOR �RF VIEW STL 1 7 DRWG9 VAB/DEL HOLLOW ATL INSTALL HOLLOW MrL/HDWR BUILDING rLKMLT _14 j_�7 41 PREPARE STL J019T SHOP 0 1 R06S INSTALI ELEC/MECH R.I. ---------- 19f 201 ISSUE END AWARD ELECT L MECm FAB/DEL STRUCT STEEL INSTALL REMAINING 104 PERMIT CONTRACTS FOR CIRCLE fi ( , - --_— V I f 1 0MHFPLANS ECT L ELEr/MECH SUBM I%DELIVERIES PAINTING EXTERIOR 4 3'3 STRUCTURAL STEEL SHOP ORWGs 1 F/'P 504 i I rILTUP ROOE/EUMING/DRAINS I L- .4- REVIEW/FAB/OEL STORE FTS INSTALL CDL/SEAMS F/P LAMONTS FTGS E/P TILT-UP I TILT-LIP PANELS I FIRST FLOOR WALLS 0 LAMONTS 0 LAMONTS SLAB LAMONTS FAB/DEL STL JOIST F/P CIP RET WALL BACKF71.1. RET ;FALL Legend: ActIvity Bar/Early Oates iTHE C R F R R O COMPRNY - TRRGET CO . Sheet I of 1 LEASE CRUTCHER CONSTRUCTION COMPANY Crltica� Activity Date RevIslon Checked Approved WASHINGTON CIRCLE - PORTLRND , OREGON L Project Start 2RPRE / ERSE CRUTCHER CONSTRUCTION WRER Data Date : 2RPR87 Primavera Systems , Inc. 1984, 1985, 1986 Project Finish : Plot Date : 26MRY87 JA' Amid- A -71M jowl NOTE: IF THIS MICROFILMED 3 5 6 7 a 10 If 12 DRAWING IS LESS CLEAR THAN THIS NOTICSi 'IT 15 DUE TO X QUALITY OF THE ORIGINAL -'-DRAWING. OE 62 82 a 9z ra z trt Ez ZZ oz 61 91 LI 91 SI fp I El 21 11 of 6 9 1 9 9 11P E 7 APRIL 20 ' 19 9 2 # 241 mom" s i f i 9009 SW HALL [Y)ULEVARD —TARGET SPORE �" Vo ->, a J\ V- a. :zz IL IIF U i Ie 7 00 67 .,1 ^r'r i r — o •I � u •' Q_ V �j J1 C� I ,c. N � • J Id I ,O r` " IIII'8 c, r.. 9 `+ oil ciTfOF TIGARD July 14, 1988 OREGON Mr. Bob .Jackimowicz The Cofaro Co. PO Box 2186 Youngstown, ON 44504-0186 RE: Target Occupancy Permit Dear Mr. .Jackimowicz: I inspected the Washington Circle project on July 11, 1988 and found that all conditions of approval (File No. SUR 87-17) have been satisfied for the Target store. I have told George Steele in our Building Inspection Division that an occupancy permit may be issued. All landscaping for the entire project is complete with the exception of two planter areas (see attached McKee letter) on the east side of Lamonts. The Planning Division will be able to approve issuance of occupancy permits for the shops and Lamonts after the additional bike rack spaces are installed (5 near. Volume Shoes an,; 9 at Lamonta). Finally, I would like to encourage you to contact .Jack Reardon r'f Washington Square at your earliest convenience to resolve the sidewalk issue, Sinc$re y, Keith S. Liden Senior P.R.anner cn/5949D IAttachment cc: George Steele 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — � �' .4 i�r<' "1 � rr ',;Mfr'�5F:('" 1 r'�f'�a''�i�•�� 1{�� rii�f,� � ,` `} � �J ^ •��i � .J ]'. ::R i: F .h"'1.x'1', :'{!lt�A7 I/..r"^ 4 0 Ln le .- a4 e • U 40 is 4to CIS X 00 • u — t ! I ts i� • ;rr 7ft \� CIS _ � •(„ .a1 04 ro r14 114 *11 , ,f( -r r ... ;m�nlmmc« rrrsm•^ ,.. ares .. .... `�\��-t 'f of J,{Y K �.,.`.a°" 7^� r' -"'� 1 , T t -c__t •. *t R- T:'� k r F.Y,, •fYr -a„R T. ►•t �ifgt /r�J1•.�"'" y INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 �J Type of Inspection n P.M. =/ _ Time A.M. Date Requested — Permit — Address = � i� Lot # — 0 Owner Builder The following Building Code deficiencies are required to be corrected: — Approved PresAnted io - - Disapproved Inspector ---„-^" Date CALL FOR RFINSPECTION [-1 YES E-3 NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time—'---- A.M._–P.M. Address Permit Owner Lot Builder The following Building Code deficiencies are required to be corrected: V Presented to 'Approved Inspector Disapproved Date CALL FOR REINSPECTION 0 YES L] NO T FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL. 37809 INSPECTION NOTICE OWNER_ DATE 2/ I' OCCUPANT! " r�� .S�JC�'r WOCCUPANCY LOCATION G'O t.0 /yLL YOUR ATTENTION IS CALLED TO THE FOLLOWING FIRE SAFETY bEFIC1ENCIESI FAILURE TO CORSECT THF AROVF CONDITIONS WITHIN hAVS WILL MANF_ YOU LIAPLE TO I"ROIFCUtION 314OULLI FATE RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR OAMAGF4 TO PERSONS SJR 4qtr -g.p-)bgOWIIIONS OF Oql 410 100 _.z�, I •�' —_— BY WASHINGTOPI COUNTY FIRE DISTRICT N1 FIRt MARSHAL 20665 S.W. BL'\NTON STREET ALOHA,OREGON 97006 6498577 PRESENTED TO rr)RM POO 40 FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 37100 CWNER INSPECTION NOTICE DATE OCCUPANT _ OCCUPANCY 17 LOCATION r "-(Jn ATTENTION 19 CikLLrC-) TO THE FOLLOWING FIRE SAFFTY DErICIENCIESt 7-1 FAILURE ro COFIRECT THF AROVF CON01110148 WITMPl_"AJ VVII-1. MAKF YOU LIAFIL_F,.30 1-"OSrCUTION_ZOUL.C' rlPt PIESULT FROM SUCH CONDITIONS YOU MAY fit LIABLE r'OR DAMAGES 10 PERSONS OK--* .FRY Y � OVISIONS or opq 410 190 By WASP!NGTON COUNTY FIRE DISTRICT#1 L MAL 20665 S.W, BLANTON STREET ALOHA,OREGON 97006 649.8577 PRESENTED 'ro FORM 900 4C, FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 36686 INSPECTION NOTICE OWNER OCCUPANT Y i OCC 1.1 PA NC I' LOCATION TOUR ATTENTICN IS CALLED TO ll+r rOLLOWINI. 1IF41: 1.11TI DIFIIIIENIIIII f I till I,( /Ji FAIL.URE TO CORRECT TI,fr- AnOVF CONDITIONS WITI4IrJ OAvi WILL MAKE YOU LIAS(_r 10 RESULT FROM 3UCI,I CONDITIONS YOU MAY BE LIAnLL r0R DAMAGrq TO VIEnSONS OR, PRt)PrnTY UNt'Fn 0"C)VI4j1D,4% 00: ops 470 ion By WASHINGTON COUNTY FIRE MSTRICT#1 FIRE MARSHAL 20665 S.W. BL,,NTON STREET PRFSENTFf) m_ , .r,ALOHA,OREGON 97006 649.8577 rcjfRm 900 .l0 FIRE PREVENTION BUREAU �+ }a� OFFICE OF FIRE MARSHAL 366 f G INSPECTION NOTICE OWN E R _- --'-- -- --__`—_�—DATE OCCUPANT__—_ —. �_ � OCCUPANCY___.__� it LOCATION ---- -_----- — — YOUR ATTENTION IS CALLED TO THE FOLLOWING FIRF SAFF_TY OFFICIENCIFS! FAILURE TO CORRECT THF AROVF CONDITIONS WITHIN OA 15 WILL MAK F. YOU LIAPLF. TO fROSFCVTION S'+OUL.I: �IR� RESULT FROM SUCH CONDITIONS YOU MAY RE LI AISLE FOR OAMAGFS TO PERSONS OR PROPERTr UNOFR PROvITION3 '?F ORI! 170 100 WASHINGTON COUNTY FIRE DISTRICT M1 FIRE MARSHAL. 20665 S.W. BLANTON STREET ALOHA,OREGON 97006 649.8577 PRESENTED To__ FORM DOO - AI) 4D Washing on County Fire District No. 1 Vity of averton Fire Department Tualatin Rural Fire Protection Distract April 7, 1988 Bob Gobel Sanderson Safety Supply Company 1101 S.E. 3rd Avenue Portland, Oregon 97214 RE: Target Store (T34'i) 9001 S.W. Hall 'Tigard, Oregon 97223 Dear Bob: Review of the automatic fire suppression system to be installed at the above captioned property is acceptable. These pla.is still lack information to be able to do a conclusive plan review of the system, i.e. , sizes of appliances, size of the hood and duct, size of tae plenum, etc. Please contact this office 24 hours in advance for .4n appointment to witness trip testing of the system. Contact person is Fob Ray. If I can be of any further assistance to you, please feel free to call me at 649-8577. Sincerely, WASHINGTON COUNTY FIRE DISTRICT NO. 1 Gene Birchil7. Plans Examiner 20665 S.W. Blanton Street Aloha, OR 97007 GB:kw cc: City of Tigard `" Inspectoz Ray INSPECTION NOTICE City of Tigard Building Department O P.O. Box 23397 Tigard, Oregon 97223 f J Phone: 639-4175 w Type of Inspection Date Requested ��" Time A.M. _P.M. Address ,��'c._�� ___.___ Permit #W Owner _— Lot er � BuildL''C/,�� 112-el The following Building Code deficiencies are required to be corrected: Presented to �— � � Approved _— Inspector �(�- r � Disapproved Date 7 (y CALL FOR REINSPECTION I�_I YE! ❑ NO INSPECTION NOTICE C'ty of Tigard Building Department P O. Box 23.397 Tigird, Oregon 97223 Phone. 639-4175 Type of Inspection .� ._ .a�/ _,�i'��G�'��,--�� Date Requested Time A.M. P.M. Address Permit Owner Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector pproved Date CALL FOR REINSPECTION Rn YES 0 No 14 l� INSPECTION NOTICE l City of Tigard Building Department P.O Box (\ Tigard, Oregonon 97 97223 \._._.._. Phone: 639-4175 Type of Inspection Date Requested Time _._ A.M. P.M. AddressL_0 Permit C.r _.— # C.? j Owrer- '`�- Lot # i Builder — - - ---- The following Building Code daficiat.cies are required to hp corrected: - - --►�� ' �cam- �`=�- _ —_—_-----.-- Presented to _ —_, f Approved / — inspector _ / - � — — -- [ � Disapproved I Date CALL FOR REINSPECUON C� YES fl NO A DI l"PlNG pcmml-f CI�OFTIOWRD 44 PEPM:I:'r NO' . : PIL.890293 (CITY OF WARD COMMUNITY DEVELOPMENT DEPARTMENT 2A� P.O.13125 S.W Hall Blvd. Box 23397,Tigard,Oregon 97223.(503)639-4176 DATE-K ISN) SLR : 2'13/Fly JOH AUDHESS : 9009 SW HALL. BLVD -- 'r AX MAP/LOT SUB : HK . LANG USE: I. STZ ' : 1TEM: NO : NO. WORK Nl::W WA' F'R CI (TiET r FlAr", USE TYPE: COMME1.'I :IAL UPINAL BKFLOW PI:IVN'rP ("CING1 TYVIE ; I AVOPATOPY n4n-r, rrumsi CMCUP.GAP. TUR SHOWED (n41::-'ASE TRAPS I)TSHWAS1-4EP GA14181AGE DISPOSAL !:0 0 r-41 F 5 WASIATNU DWELL. , UNT'rs : LAUNI)PY PAY ULM . DRAIN MIA V I.-DON SINK SEWEP (FT) "T'(:)PM/NAJ.N (F*1 'P:I.X t Ll 110 if; a 1.10 1`0 0 f (J I"At-I I 111; at t T*at t F Iii:E S 0 0 W N E F X'T't.J PE S R 516TF 1AX OTHE'44 C MG KTINS1 PY (A.) 0 N MCKINST'PY (A). T P. 0 H()X P-1567 Wat willrll C U-4-10INIV (,".10::5)0� ) T jpo 0 r-4R'G7Lj1'PAT1UN NO, 40981 IT)TAL lil 33 98 PECE.114"T' NO . P903�.i' This permit Is issued subject to the regulations contained in Title 14 ......... of the TIVIC. State of Oregon Specialty Codes zoning regulations and all other applicable codes and ordinances, and it is hereby PLO.UNDEPSLAF) agreed that the work will be done in accordance with the plans and Pas'T & FAF7 AM specifications and In compliance with all applicable codes and WATF0 LTNE ordinances The Issuance of this permit does not waive restrictive PLH .'y OPOU covenants Contractor and subcontractors shall have current city business tax permits. This permit will expire and become null and PAI N DWENS void it work Is not started within 180 days,or if work Is suspended or F T 1`4 N ahandoned for a period of 180 days any time after work has commencen It shall be the responsibility of the permittee to assure All required inspections ars requested and approved permittee qi(inat'llf Issued By CA I I FOP INSPECTION 639-4175 SEPARf RMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY OF TIGAID OREGON February 23, 1988 McKinstry Co. PO Box 12149 Portland OR 97212 Re: Target complex, shops area, 9009 SW Hall Blvd . Dear Sirs : As of 2-16-88 the shops area at the above described job have been tested and approved. If you have any further questions , please do not hesitate to contact this office . Sincerely, Mike Sheehan Plumbing lnspector 131;5 SW Ha II Blvd ,P 0 Box 23347 Tigard,Oregon 97223 (503)639-4171 — ------ - - --� i INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested— �� Time-___l✓. A.M. �--P.M. Address �i G[ _-- C_�_ __�� _ _ Permit #—�= - s—�_ Owner _ of Builder The following Building Cone deficiencies are required to be corrected: Presented to Approved Inspector _-- "" _ _�_ _ �_ �__ � � Disapproved fix= Date CALL FOR REINSPECTION ❑ YES (ANO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 6 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection — _ - _ �._J Thi',c — Date Requested O Time/ A,pq P.M. Address �'✓ Permit #�— Owner CG-JYl Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector -- I_1 Disapproved Date -� CALL FOR REINSPECTION l YEa' NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection __ J 12. Date Date Requested__—/y = Time .._ -_ A.M.—__—P.M. — Address _-----__--._. --. _ PermitOwner----- -A.�: Lot # —� Builder---- The uilder_—_—The following Building Code deficiencies are required to be corrected: Pr:sented to ._ --_. lc Approvad Inspector — _ _ l � � Disapproved Data CALL FOR REINSPECTION C� YES ❑ NO INSPECTION NOTICE City of -i igard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone 639-4175 �nLr;r.�1 Type of Ir.pection --A�--L--� Date Requested ( —_./ ' Time A.M. �.M. Address _ - �c�) -j� .�.�---- -- Permit �—c-;r7 Owner---- --�_ _ Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to --Approved — -- Inspector _.__ Disapproved Date --- CALL FOR REINSPECTION ❑ YES ❑ NO f i INSPECTION NOTICE City of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection A ' Date Requested Time A.M. P.M. Address Permit Owner Lot Builder The following Building Code defici,;ncies are required to be co,,,rected: ------------- Presented to �jApproved Inspector Disapproved Date CALL FOR RPINSPET TION YES FA NO INSPECTION NOTICE - City of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone: 639-4175f�� Type of Inspection ^'[ �, '`�.._.- Date Requested I Time _ Address A.M. P.M.------ - __ �� .�ct_.,�., Permit # l Owner ---�` Lot #_ Builder The following Building Code deficiencies are required to be corrected: Presented to Inspector i T Approved Date f" 2-� - - �_� Disapproved CALL FOR RFINSPF,CTION C� Y E 8 f I NO i i INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 � f Type of Inspection Date Requested—-! ___ �'e. CJ Time A.M._ P.M. Address .---------._�—_�_._ _ �__._._____ Permit Owner, — ----- Lot # --- — Builder The following Building Code deficiencies are required to be corrected: Presented to _ [' Approved Inspector v _ [] Disapproved Date CALL. FOR REINSPECTION C 1 YES 1__J NO BULLEnN NO. 5 Bid Pack 3 18 December 1987 Sales Floor Revision. (Mod .169.04) Cost Challenge (Mod .097.04) Omit Racetrack Ceiling (Mod .138.04) Attachments: Al, A2, A3, A6, A9, A10, Al2, A14, A17, S5, M2, M5, E2, F3, E4 E5, E7, E15, E16, E17, E18 and Specifica- tion Sections 01011, 09650, 16891. ALEXANDER F. RITTaVARCHITECT Contract Documents for in association with SETTER LEACH & LINDSTROM INC. TARGET STORE T-345 120 First Avenue North MRSHIN(7 M SQLVM Minneapolis, Minnesota 55401 S.W. HALL BLVD. i SCMLLS FERRY 10D (612) 339-0313 TIGARD, ORE[M for CIVIL: N.I.C. TARGET STORES A Division of Dayton thidson Corporation 33 South Sixth Street Minneapolis, Minnesota 55440-1392 Commission No. 9088.801.09 Project Code 1354 The provisions in the Contract Documents issued 2 July 1987 relating to Bulletins (Document 00900 Supplementary Conditions) apply to this bulletin. The Contractor is requested to quote a separate price for each of the following items, using the CSI account code in the Schedule of Values submittal form. Submit the quotations to the Owner's Site Representative using Owner's Change Order Proposal Form on or before 1 January 1988. This request for quotation does not constitute authorization to proceed with the work. Drawing changes described below are referenced on the drawings by the followin s 3 Bid Pack 9 symbol: Bulletin No. 5 1 Item I T E M Description (Continued on Page 2) Page 1of4 I T E M Description 1 SALES FUX1R REVISIMS Extensive revisions to sales floor. Drawings Reissued Sheet Al - Floor Plan 3/32" Sheet A2 - Reflected Ceiling Plan 3/32" Sheet A3 - Floor Finish and Blocking Plan 3/32" Sheet A6 - Reflected Ceiling Plans 1/4" Sheet A9 - Interior Elevations Sheet A10 - Schedules Sheet Al2 - Exterior Sections and Details Sheet A14 - Interior Sections and Details Sheet A3.7 •- Partition Types, Blocking and Finish Details Sheet M2 - HVAC and and Plumbing Floor Plan Sheet M5 - Entry/Snack Bar/Mezzanirie HVAC Floor Plan Sheet E2 - Main Floor Lighting Plan Sheet E3 - Specialty Lighting Plan 3/32" Sheet E4 - Main Floor Power Plan 3/32" Sheet E5 - Main Floor Systems Plan 3/32" Sheet E7 - Snack Bar/Mezzanine Lighting 1/4" Sheet E15 - Panelboard Schedules Sheet E16 - Schedules Sheet E17 - Sales Floor Fixture Details Electrical Sheet E18 - Sales Floor Fixture Details Electrical 8-1/2" x 11" Pages Attached Portion of Sheet A4 - Roof and Sidewalk Plans 1/16" (Revised) Portions of Details 3 and 4/A7 (RM sed) Portion of Sheet S2 - Roof Framing Plan 3/32" Variable Volume Temperature Box Schedule (Revised) Detail 16/M12 (New) Portions of Sheet E1 - Load Summary and Room Schedule (Fevised) Detail 4/E10 (Revised) Detail .1/Ell (Revised) Specifications Section 01011 (Reissued) Section 08700 (Revised) Section 09510 (Revised) Section 09650 (Reissued) Section 16510 (Revised) Section 16891 (Reissued) S ofChanges Architectural - Revise locations of miscellaneous fixtures (verify exact locations with owner); revise and relocate "T-wall" near Grid H-6; relocate Door 101.3, ; revise Doors 101.5, 118, 118.2 and 118.3; delete Doors 118.1 and 143; revise plan at front stockroom; add Rooms 118A and 118B; delete secuci.ty T-345, Wash. Sq»;%re Bulletin No. 5 Bid Pack 3 Page 2 of 4 I T E M Description platform at Grid B-10 and add pipe chase in same location; reloca_e fire extinguishers; revise Fixture Storaae Room; revise entire lighting layout; revise ceiling at entire entry area and over checkouts; delete racetrack; revise entire sales floor blocking and floor finish plan; add Kydex location and Kydex column wraps; revise control joints on front sidewalk; revise RB-1 to be same as RB-2; revise TV monitor location; revise valance support details; revise security platform detail. Structural - Revise dimension on Sheet S2. Mechanical - Revise location of diffusers, grilles and sprinkler heads in sales floor, Rooms 118, 118A and entry area. For exact location of sprinkler heads see architectural reflected ceiling plans - Sheets A2 and A6. Add vVT- 21 and revise ductwork in Room 118. Revise location of hose bibb in sales floor per Detail 16/X12. Electrical - Revise sales floor lighting layout; revise light fixture schedule; delete Detail 1/E14; add Room 118A; add electric ur: t heater in Room 118; revise .lighting in entire entry/customer service area and over checkouts. 2 CONCRETE COL UM COVERS Substitute site-cast concrete column covers for owner-supplied "Zroc" column covers. Drawings Reissued Sheet Al - Floor Plan 3/32" Sheet A10 - Schedules Sheet Al2 - Exterior Sections and Details Sheet S5 - Foundation Details 8-1/2" x 11" Pages Attached Portion of Detail 2/A5 (Revised) Specifications Section 03300 (Revised) Section 07600 (Revised) Section 09250 (Revised) Section 09900 (Revised) Scope of Work Architectural - Delete Lamer-supplied equipment #41; add site-cast concrete column covers; revise various installation details; revise column ever finishes; revise flashing detail at column co-er top. Structural - Revise column covers at the store entry. Delete Owner-supplied column cover and add cast-in-place concrete column cover with angle connections. T-345, Wash. Square Bulletin No. 5 Bid Pack 3 Page 3 of 4 I T E M Description Mechanical - No impact. Electrical - No impact. ID or RRIATM T-345, Wash. Square Bulletin No. 5 Bid Pack 3 Page 4 of 4 .i J W 0- F- , Zn 1 V OLLJ — i J - W ") CL - 7 S V) 0- 19 LL. ' o w I ql o � N S f- O Z � i �U Q p J X 'n Lil Q� i 1 d N � Q L �O 00- 1 X O W O N N J N Q IsJ J m �+- T-345, Wash. Square Q 10-101 Bulletin No. 5 Bid Pack 3 Attachment ' K -- - - I � 7YP F IXT LOR STAR,AM DO i I !1 STDCK 133 4 I b R I FDRURE ST MME ABED W=114Y T-345, Wash. Square Bulletin No. 5 Bid Pack 3 Attachment 2 8 � I 10,_ S S SECURITY PORT, SEE ---------- ; SECURITY 1( • PLATFORM ►n S2 LADDER, SIM SEE ..------------- Ir lV Lo SECURITY RwC, SEE t(Y- 1 MECH - . ,_ • 4 SECURITY ROOM 116A PLAN 47 $1V4mV-0M T-345, Push. Square Bulletin No. 5 Bid Pack 3 Attachment 3 TY RID G-6 ace U.N.0. I _ 3 TYP S 4 EOU PR BELO YLI N s Q. CL V ADDITIONAL 2x6 I cL Q- l.i v HANGER LOAD POINTS -VERIFY LOCATION '#/DWNER - 8 THUS 1(c=11 M I'-2V a" 11-41/4' 5 9 TYF GRID 8 1120'-•0' I TYP, a GRID SIM S6'' B' U.N.O.I T-345, Nash. Square Suiletin No. 5 Bid Pack 3 Attachment 4 VARIAELE VOLUME/TEMPERATURE BOX SCHEDULE 2) BOX NO. PARKER CFM INLET/OUTLET PRESS.DROP ROWS) REMARKS NO. MAX. DIA. (INCHES) (INCHES w.C.) SERVED vvT-1 OOV-4 a000 .OTS —. 1Y-►ASS DMVP FOR RTU-I WT-2 COV-{ 10 ` .01 20U RTU-I SYSTEM VVT-3 COV-0 T.0 p .03 203 RTU-ISYITEM 'VNT-1 5014 l w K A!3 IDS RTU-1 STSTSM WY-6 OOV-I 200 I 200 RTU-43r"M,sur[ TO VVT-?. WT-4 COV-6 NO I .02 201 RTU-4"STU VVT-T DOV-2 100 12 .06 K RTUi SYSTEM VVT-I OOV-8 s0 1 .011 113 RrUI SYS TEN VVT-9 OOV-Q ?On 12 .03 RTUi SYSTEM is WT-IO OOV-$ 220 6 02 109 RTU4MTEM VVT4I 001'-6 SOW I 16 .075 -- VY-PASS DAPPER FOR qTU-2 WTi2 CON 12 430 0 Q � RTU-2 SYSTEM VVT-N3 00V-p 620 0 .02 200 RTU-2 SYSTEM VVT-W GOV-12 IW 2 .015 21 RTU-2 ST'STEV,SLAVE TO WT-IS VVI 43 COV-10 100 to .01 205 RTU-2 SYSr1W VVTAS 0OV-6 2 ,O: :00 RTU-2 SYSTEM VVTi1 GOV-0 00 1 ,Q !n RTU-2 SYSTEM VVT-4 COV-$ 220 1 OQ 102 RTU-2 SYSTEM VVTi1 001-t2 120 12 .03 102 RTU-2 SYSTE.N WT-20, OOV-A MO 6 .01 103 MTU-2 SYSTEM � M CFM TTM}� pSi WT-2 2o-R 100 12 114 CONTROLS fl C1U11T IE►TER TOR AT MN.MM T-3145, Nash. Square Bulletin No. 5 Bid Pack 3 Attachment 5 CONNEC'r 5/8"GARDEN HOSE to S/Ao C.W. IN CEILING Z UUtF DOWN w EMeTY iIEXII�I_E COMrAR? E MENT OF pbWR rpLE SYSTGM OAOLF_ WY Div. 1& SHUT-OFF VALVE 41. .ice � .• `.�`. I I %� 1 . t•OARS FO R Z'x 4 Tll.&S I ' �1�/E�GOr1t-1UNIGA?IC?NS � � c~ '( olv. lc;c, I i NIYfG' GOORDI�JKIE C W_ LOCI4110N OF P0V/ER POL-9 WITH , I j EI-EG.?1C1GA!_ COI.Y'11CAG'Tt7R � � I PRIOR TO ItJ�1'^ELATION I I OF ANY f�MNG,. SMOKE FIXTURE I � y2 CW TNRU I UTE 9,6'r•ARDEN Hos E FIX71JK& �✓;•�� '%%' "saa IN StORF- FI xTURE To IS 1 '-b' VERIFY EXAcT Loc. �1r�' I I(o I NTE R I OR HOSE E5155 INSTALLkTION MI2 —NQ 6CAIJ: T-345, Wash. Square Bulletin No. 5 Bid Pack 3 Attachment 6 LOAD SUMMARY 10Ao I2G-SGR I Pr t4 �.NN/AFz rev �r Q p pk v tt�r��c s K.� p RiGrrt'rAGLESr 94,sTrI f'Ifdyf IDKVA Von �wtc rh�Ja.s�yorw� 69.3- 69 - • rbw co►.Ya.lruc N ►,ye t rtlkxsnrt. I 41- rnivcs NoN-7fr.AF.rJNAI. I MOO-, p1 1-v� , s�nneR 324. 9 1.0 3&4,9 I VIM:- W inlfCe L.S — — ►JoN co►��!`x�Nr s�K �� ►,in-+na�.sn E�QLJ ,c ems• _2 1019.2. IMPS (I I iD 6Y ti C ?O PAI- 4 A 4WOQ I o �2) INGLUDI�S 2577" OI' I,A1Z4CC.'T tMT01Z WHIGN IS A 10 N P COMPACTOR, r 121 RECEIVING, 209 ELECTRICAL, 122 MARKING 210 DEPT. MGRS. .123 NETWORK 2N W-RCH„/CLER. 424 RECEIVING MGR. 212/213 CRT TRAINING .145 INVOICE OFFICE 214 CLOSET 126 REWRAP CLOUT 12t CHARGE®ACK Mlw WOMEN A f�ILgm tplx - Y 12! MEN Z - T-345, Nash. Square Bulletin No. 5 Bid Pack 3 Attachwn. 1 Q LP-7 42 S l� TO TV MONITORS-- SEE SHT E.4 }" TO LP 4,33 NEAR COL T-C. SEE SHT E.4, c 8 — - PANEL LF-7 .\ I 118 IIEA / \ LOISCCNNE'T S14 TCH I ) b PLC RECEIVER. SEE f 2/EtFOR MMSWITCH �) WIFE � sw�TcH SI:E5. 4 SEC. PORT Q FRONT STOCK EI 2-345, !Mash. Square Bulletin No. 5 Bid Pack 3 Attachment 8 SE.cuRl'r"'Y p;.�'fIbIC.NI �► 01540. SW Pt.li L.P- 7 J V G R 40 a0I R'EI•GP'Y�►.tS N9 Ow R,GONj I 18 A - RX 9� T-•345, mash. Square Bulletin No. 5 aid Pack 3 Attachment 9 e'-7' s2s S6 F.D. E E . out t-r t'-It• A 3'-6y4• i COLUMN COVERS � JAN. SEE SINK o / LIE of wAl.l ABOVE � - ---- I / -I I SUSS ABOVE / I AI3 --- I -- i —/� ---- --- ------------- 22'-0' 221-0. 2.5 T-345, Wash. Square Bulletin No. 5 aid Pack 3 Attachment 10 S?ECIFICATION REVISIONS FOR ITEM 1 - SALES FLOOR REVISIONS SECTION 01011 - SCHEDULE OF UNIT PRICES Reissue Delete Section 01011 and substitute the attached, revised Section 01011 - Schedule of Unit Prices. SECTION 08700 - HARDWARE Not Re ssue Article 3.03 - Hardware Schedule: Delete Group 13 and substitute the following: GROUP 13: (Not Used) . SECTION 09510 - ACOUSTICAL CEILINGS Not Reissue Article 1.01 - Work Included: Delete Paragraph 1.01.C. Article 1.02 - Related Work: Delete Paragraph 1.02.A and substitute the follo0 ng: A. Owner will furnish acoustical ceiling panels (ACT-1) for installation under this section. Delete Article 2.01 and substitute the following: 2.01 ACOUSTICAL CEILING PANELS (ACT-1) A. ACT-1: Armstrong; Standard Ceiling Panels, Fiberglass, washable, random fissured, pin perforated, 5/8" thick, 24"x48" nominal size. Article 2.02 - Suspension System: Delete subparagraph 2.02.A.2 and substitute the following: 2. Donn Corp. : DX Exposed Tee System. Article 2.02 -• Suspension System: Delete paragraph 2.02.D. Delete Article 2.03 - Vinyl Clad Fiberglass Panels. 2.03 NOT USED Article 3.01 - Installation: Delete Paragraph 3.01.1), T-345, Washington Square Bulletin No. 5 Rid Pack 3 Attachment 11 - Page 1 SPECIFICATION REVISIONS FOR ITEM 1 - SALES FLOOR REVISIONS Delete Article 3.04 - Vinyl Clad Fiberglass Panel Installation. 3.04 NOT USED SECTION 09650 - RESILIENT FLOORING ssue Delete Section 09650 and substitute the attached, revised Section 09650 - Resilient Flooring. SECTION 16510 - LIGHTING FIXTURES Not Re ssue Article 3.01 - Installation: Delete Paragraph 3.O1,B. SECTION 16891 - ELECTRIC HEATERS Re ssue Delete Section 15891 and substitute the attached, revised Section 16891 - Electric Heaters. T-345, Washington Square Bulletir No. 5 Bid Pack 3 Attachment 11 - Page 2 SPECIFICATION REVISIONS FOR ITEM 2 - CONCRETE COLUMN COVERS SECTION 03300 - CAST-IN-PLACE CONCRETE Not Reissu—eUT Article 3.11 - Concrete Class Applications: Delete paragraph 3.11.E and substitute the following: E. Class E: Exterior sidewalks and architectural column covers. Article 3.15 - Finishes: Add new paragraph 3.15.0 as follows: C. At exterior architectural column covers provide a smooth rubbed finish in accordance with Chapter 10 of ACI 301 suitable for painting. SECTION 07600 - SHEET METAL FLASHING AND TRIM Not a ssue Article 1.01 - Work Included: Add new paragraph 1.01.H as follows: H. Column cap flashing at cast-in-place concrete columns. Article 1.02 - Related Work: Add new pa•, agraph 1.02.0 and re-letter existing paragraphs accordingly: C. Installation of wood column cap supports Section 06100. Article 1.04 - Submittals: Add new paragraph 1.04.B.3 as follows: 3. Submit column cap flashing shop drawings including joint layout and details. SECTION 09250 - GYPSUM BOARD _ Not Re ssue Article 1.03 - Work Included: Dele,�e paragraph 1.O1.F. Article 1.02 - Related Work: Delet : paragraph 1.02.A. Delete Articic 2.03 - Column Covers and Ceps and substitute the following: 2.03 NOT USED T-345, Wafhington Square Bulletin No. i Bid Pack 3 Attachment 12 - Page 1 SPECIFICATION REVISIONS FOR ITEM 2 - CONCRETE COLUMN COVERS Delete Article 3.11 - Column Cover and Cap Installation and substitute the following: 3.14 NOT USED SECTION 04000 - PAINTING Not Re ssue Article 2.02 - Materials: Celete paragraph 2.02.D and substitute the following revised paragraph: D. Shellac, linseed oil , turpentine, thinner, muriatic acid and other miscellaneous materials shall be pure, of highest commercial quality, and shall have identifying labels on containers. Article 3.02 - Surface Preparation: Add new paragraph 3.02.M as follows: M. L can arc„itoctural column covers with a solution of muriatic (hydrochloric) acid as recommended by paint manufacturer and allow to dry prior to application of finish coats. Article 3.06 - Exterior Painting Schedule: Delete paragraph 3.06.G and substitute the following: G. Architectural column covers shall have: 2 coats Palgard Epoxy Coating (gloss) Article 3.06 - Exterior Painting Schedule: Add new paragraph 3.06.J as follows: J. Column cover caps shall have: 1 coat Vapex Exterior Primer 2 coats Effecto Enamel (gloss) trgwsh.wp bu5 spec info T-345, Washingt; n Square Bulletin No. 5 Bid Pack 3 Attachment 12 - Page 2 TARGET STORES WASHINGTON SQUARE T-345 DOCUMENT 01011 - SCHEDULE OF UNIT PRICES Section 03130 (Permanent Meta' Forms) . .. . . . . . . . . . . . . . . .$ A. Total tonnage. . . . . . tons B. Price per ton - add. . . . . . . .. . . . .. . . . .. . . . . . . . . . .$ /ton C. Price per ton - deduct. . . . . . . .. . . . . . .. . . . . . . . . . . .$ /ton Section 05110 (Structural Steel) .$ _ A. Total tonnage. . tons B. Price per ton - add. .. . . . . . . . . . . .. . . . . . . . . . .. . . . . /ton C. Price per ton - deduct. . . . . . . . . . . . .. . . . . . . . . . . . . . /ton Section 05210 (Steel Joists) . . . . . ... . . . . . . ,$ A. Total tonnage. . . . . . tons B. Pri,:e per ton - add. . .$-- /ton . . C. Price per ton - deduct. . . . . . . . . .. . . . . . . . . . .. . . .$ _ _ /ton Section 06100 (Plywood Roof Sheathing) . . . . . . . . . . . . . . . . .$ A. Total square feet. . . . sq ft B. Price per square foot- add. . . . . . . . . . . . . . . . . . . .$ _ /sq ft C. Price per square foot - deduct. . . . . . . . . . . . . . . . . . .$_ /sq ft Section 06100 (Dimensioned Lumber for Roof Framing) . . . .$ A. Total board feet. . . . . . . . . . . . . . . . . . . . . . . — bd ft B. Price per board foot- add. . . . . . . . . . . . . . . . . . . . .$ /bd ft C. Price per board foot - deduct. . . . . . . . . . . . . . . . . . . .$ -- Ad ft Section 06180 (Glued Laminated Members) . . . . . . . . . . . . . . . .5_ _ A. Total board fees . . bd ft B. Price per board t,ot - add. . . . . . . . . . . . . . . . . . . . $—____— /bd ft C. Price per board foot - deduct. . . . . . . . . . . . . . . . . . . . /bd ft Section 09650 (Resilient Base -- RB) . . . . . . .$ A. Total lineal feet. . . . . . . _ LF B. Price per lineal foot - add. . . . . . . . . . . . . . . . . . .$ /LF C. Price per lineal foot - deduct. . . . . . . . . . . . . . . . . . .$ /LF Section 15300 (Sprinkler [leads) Unit Price SSP: Pendent Quant: Each Add - $-- ___Deduct - $ _Per Unit Assembly Unit Price SSU: Upright Quant: Each Add - $---Y_ _ Deduct - $ _ --_Per Unit Assembly Unit Price SCH: Flush Concealed Quant: Each Add, - $ _ __ _Deduct - $ __ Per Unit Assembly Unit. Price SSR: Semi-Recessed Quant: Each Add - $___ ______,___Deduct - $— Per Unit Assembly Section 16112 (Power and Communication Pole Installation) Unit Price SPI: Power and Communication Pole Installation Quant: Each Add - $ __ Deduct - $_— i _Per Unit Assembly END OF SCHEDULE SCHEDULE OF UNIT PRICES 01011-1 TARGET STORES WASHINGTON SQUARE T-345 SECTION 096501 - RESILIENT FLOORING 1.06 ENVIRONMENTAL REQUIREMENTS A. Maintain temperature of spaces to receive PART 1 - GENERAL resilient flooring above 65 deg F for 48 hours before Installation Is begun. Store 1.11 WORK INCLUDED materials In these spaces at this temperature for not less than 24 hours A. Preparation of substrate surfaces. before Installation. Maintain 70 deg F temperature during and after Installation. B. Instal ,ation of Owncr-furnished resilient base. 1.07 EXTRA STOCK C. Insta! latlon of Owner-furnished vinyl A. Save all unused vinyl composition tile and composition tile. resilient base scraps longer than 2 feet In length for Owner's maintenance purposes. D. Stair materials and base. Store where directed by OSR at completion of Work. E. C:eaning of surfaces and areas of work. F. Sealing and waxing resilient flooring. PART 2 - PRODUCTS 1.02 RELATED WORK 2.01 VINYL COMPOSITION TILE (RF-1. RF-2. RF-3) A. Owner will furnish virlyl composition th a A. RF-1: Armstrono Excelon, Imperial Texture, RF-1, RF-2, RF-3, and related adhesive. No. 51899 Cool White, 112"x`12"0/8" thick. B. Owner will furnish resilient base (RB) and B. RF-2: Armstrong Excelon, Imperial Texture, related adhesive. No. 51901 Taupe, 12"02"0/8" thick. C. Concrete floor finish - Section 033011. C. RF-3: ArmFtrong Premium Feature Tile Strip, Pattern No. 56806, Red, 6" wide x 36" long. D. Cclumn wrap material - Section 05950. 2.92 STAIR MATERIALS (RF-4) 1.03 REQUIREMENTS OF REGULATORY AGENCIES A. RF-4: Flexco No. 503 heavy duty Radial A. Vinyl Composition Tile: Comply with Design rubber stair, treads with metal applicable codes for Class II (Class B) reinforcement, with nose to match stair flameismoke ratings of 75/450 or less when profile. Risers: Flexco RSR-503. Tile for tested according to ASTM E84 or UL 723. Landings: Flexco, ABT-3. Color: Charcoal. B Rubber Stair Treads, Risers, and Landings: B. At upper approach and lowest tread, Comply with applicable codes for Class I Incorporate a 2" wide white warning stripe (Class A) flame/smoke of 25/75 or less 1" from nosing. Provide material of ratings when tested according to ASTM E84 or comparable slip-resistance to treads. UL 723. 2.03 RESILIENT BASE (RB) 1.04 UNIT PRICES A. Acceptable Manufacturer's: Vinyl Plast. cs, A. Submli unit prices according to Section Inc. 01010, :summary of Work and Section 01011, Schedule of Unit Prices, as applicable. B. Vinyl coved base, 6" high x 1/8" thick, Including premoh:10 external corners and end 1.05 REFERENCES stops, FS SS-1111-40, Type ll; Color No. 14, Taupe. A. ASTM E84, "Test Method for Surface Burning Characterlstics of Building Materials". 2.04 REDUCER STRIPS B. F:, :.S-W-40, "Wall Base: Rubber and Vinyl A. 1-1/2" wide, beveled rubber or vinyl strips ' I astic". sultdble for use with 1/8" thick tile. Color to match tile. C. UL 723-1983, "Test for Surface Burning Characteristics of Building Materials". 2.05 ADHESIVES A. As recommended by resilient material manufacturer for specific material, loca'Jon and Intended use. RESILIENT FLOORING 09650-1 NASkiNGTON SQUARE T-345 TARGEr STORES 2.06 UNDERLAYMENT F. Do not use excessive adhesive Remove surplus adhesive from flnishec surfaces A. Tamms Industries Co. 'Floorstone Supreme" or immediately. approved equal quick setting latex unriierlayment, er latex leveling compound 3.03 RESILIENT FLOORING Mixed In accordance with manufacturer's recommendations. A. Install flooring square with .xis of room. Lay out pattern In accordance rflth Drawings 1. Application up to 1/4" thick: Mix with so resilient floo,*ing at edges of panels are Tamms "LAS-TEX Supreme" or a liquid more then 1/2 the In width, Insofar as latex acceptable to manufacturer. Do possible. Start at center of room or as not add water or sand. otherwise determined by OSR. Lay with uniform tight Joints, accurately aligned, 2. Application over 1/4" thick: Add sand with alternating grain checker board and mix with water as recommended by pattern. Cut and fit to walls and manufacturer. partitions. 2.07 FINISHES B. Cut flooring neatly at walls and partitions so that flooring Joint will be covered by A. Sealer: Johnson Wax 'Over and Under Pius' base. Extend flooring neatly Into feature or 'Fortified Floor Sealer.' strips and edging strips. B. Wax: Johnson Wax 'Complete' . C. Cut white stripes at stairs Into tread material, across full width of treads. PART 3 - EXECUTION 3.04 REDUCER STRIPS 3,01 PREPARATION A. Install where resilient flooring meets e<posed concrete floors, and at other A. Fill cracks, holes, and volds In subfloor exposed ' luoring edge locations. with underlayment. Thoroughly clean surfaces. Prime concrete according to 3.05 BASE adhesive manufacturer's recommendations. A. Install with tight butt Joints, and top and B. Install resilient flooring and base to bottom edges In firm contact with walls and surfaces which are thoroughly cured, dry, floor. Make external corners of vinyl base broom clean, free of dirt, grease, oil , using preformed corners. Install base full paint, mortar, drywall Joint compound, and length without Joints Insofar as possible. plaster droppings. Surfaces of concrete Make no splices within one foot of Internal shall be smooth, dense, and free of dusting, corners. non-compatible curing compounds, and hardeners. Test concrete for excessive 3.06 CLEANING moisture content and bonding capability with adhesive according to the manufacturer's A. After fixtures are installed, thoroughly Instructlons before starting work. clean resilient flooring to remove excess adhesive, dirt, and other foreign 3.02 INSTALLATION - GENERAL substances. A. Install materials In accordance with 3.07 SEALING AND WAXING manufacturer's instructions. A. At Project turnover, and after resilient B. Provide transition of underlayment material flooring Iles been thoroughly set and at change In floor asteria; thickness. cleaned, apply two coats of sealer and two coats of wax. Machine-buff each coat. C. Do not commence work In any area until the work of other trarses, Including painting, Is B. coordinate and schedule cleaning operations completed In that area. with OSR. D. Use material In each area or room from same factory batch or color run. END OF SECTION E Firmly adhere resilient flooring to substrate and provide a smooth, even finished surface. 096`.,0-2 RESILIENT FLOORING TARGET STORES WASHINGTON SQUARE T-345 SLCTION 16891 - ELECTRIC HEATERS B. Unit front cover with louver, heavy duty 16 gauge, finished In neutral gray baked enamel or brushed satin anodized aluminum. PART 1 - GENERAL 1. Unit shal ! be UL listed. 1.01 WORK INCLUDED 2. Voltage, wattage, and mounting A. Electric Nall Heaters. arrangement as shown and scheduled on B. Electric Unit Heaters. Drawings. 2.03 ELECTRIC UNIT HEATERS 1.02 REFERENCES A. Chromolox, Type "MUH" or equlvtlent type by A. NEC, "National Electric Code", NFPA-70. other acceptable manufacturers with the B. UL, "Building Materials Directory". following features. 1.03 SUBMITTALS 1. Heavy gauge dle-formed steel housing. A. Submit shop drawings and operating 2. Pull through air flow design. Instructions and manuals In accordance with 3. Completely enclosed fan motors, not Section 01300. requiring oiling. 4. 24 volt control transformer. PART 2 - PRODUCTS F. Automatic reset linear thermal cut-out, 2.01 ACCEPTABLE MANUFACTURERS capillary type, providing protection A. Berko over entire length of heating element. B. Chromolox 6. Fan delay, allowing heat up and cool C. Markel down of heating element prior to fan D. Singer start-up and shut-down. 2..02 ELECTRIC NALL HEATERS 7. Unit shall be UL listed. A Chromolox Type "ANH" or equivalent types of B. Provide Indl,,Irivally adjustable other acceptable manufacturers, with discharge lowers. following f6atures: 9. Prevlde voltage and wattage as scheduled 1. Fan forced down-flo type. and shown on Drawings. 2, Designed for recessed or surface mounting. PART 3 - EXECUTION 3. Housing ruggedly constructed of heavy 3.01 INSTALLATION gauge steel throughout. Provide surface mounted housing for units scheduled as A. Install electric heaters as recommended by surface mounted. manufacture, and as shown on Drawings. 4. Heating element encased In aluminum B. Install unit heaters from ceiling supports finned casting with thermal limit switch using manufacturer's brackets. protection. C. Mount unit heaters with unit bottom 8 feet 5. ran and motor assembly mounted for above finished floor. vlbratlon-free performance. Fan with fan delay switch. Fan motor totally D. All control wiring, by Owner. enclosed arid self-iubricating, non-radlo TV Interf Ing type. END OF SECTION 6. Bullt-;n tamperproof thermostat and built-In double-pole disconnect switch. ELECTRIC HEATERS 16891-1 WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 503/649-8577 December 16. 1987 Mr. Robert Ve.lkinburN Basic Fire Protection 940 N.E. Lombard Portland, OR 97271 Dear Bob, RE: Target Stolle 0345, Washington square S.W. Hall Boulevard The plans fnr they shove-captioned project were reviewed And approved subject to the following items. 1 . Utldt?i�r_tuud_; Underground t:rim the v^ul.t into, the buildi►ig ,ilial l be Installed in c,)mpl ianee with Nat ionc►1 Fire Protec- tion Association Standard 24, Contractors materials and Lest ir►M eertificat.e shall be submitted to this office after complet icmn of work. The t.r_st o ert. i ficnte is included in the N:ot ivn:il Fire Protection Assoc iat ion Standard 24. 1t. was ntit.ed thaL Basic: Fire Prc,tect ion I s contract starL at. 5 Feat outside of the foundatfotI wn11 . Please pass this infcornrAt lon nn to the contrnetor that installed the under- i,rur-►ui; foot. c:c.1mp13Ar►cr, with this item. Z. ileo oo `'',I ri�koom;: Tnside 1 ir►e wut er shall he added in at. I lrc" Icu i r Of , (vutect iull to the system and It should bo�� 50 galloons per minute. The remainder 430 gallons fur ordinary hnrnrcl slia 1 1 by added in to the system between nodes 2 and 3 or l ;vend 4 ( in this case, at the hydrant located ,wdjacerit st t.hP ttrp l:10it►t of the loup) . (NPPA 2-2 . 1 .2.1) 3, Rsck 5ivinkle►: Systems: Water for rack auLomatic_ sprinkler systems nild overhesd Automat ic.' sprinkler systems shall tie lidded aitd hydraulically balanced ;at the pint that the twa systems connect together. (NFPA 13. Section 2-2. 1..2.4 ST,.)P FIRES --- SAVES I IVES Mr. Robert. Ve.lkinburg December 16, 1587 Page 2 In this case since the rack system is being taken off of one sprinkler system and that sprinkler system covers a different area, they balancing should take place at the bottom of the two rising where the two automatic sprinkler systems connect together to the underground. NOPE: Yt►trr hydrraulic f_alci•lations have water added in for rack sprinkler systems which are not indicated on the plans for the system supplyi.np remota area 112. Please revise hydva,tlic calculations as indicated above. Provide this department. with rack system designs. 4 , llackf 1 ow Proventer Friction Loss: Nr•ov i.ov documentation of harkflow prevention device to fie used rand i t ti friction .loss to verify that it is a ILL.- of F.M.-li�tfd devif:'r. (NFPA 13) ;. Lon tt+tdirtel Bracing. Longitudinal buncing,, shall be added to primary and secondary mains of both sprinkler systems. (NFPA 13. Section 3-10.3.5(c:)) NOTE: There ate some places where maJc,r pipint; su, it an bulk. main, and feed main change directiuns, You have indic.atert I t%4()-way sway brace and t believe thf•►a should be foul-way swca} btac:•inf; in those areas. A tif•1 for Yr:aSp of this situation can be haucil+ed out ill 11„• fiold fluting installation. 6. _Apf,roved Pl.atts on Job Site: One s-t I ,at t,r„verd i.+l.rans berrr- ing the stamps of the Tigard Fuildin;-. D-i-1loient rutd this office must be maintained urt the i,r„ jc t -, ile tht-octtlttout, all phases, of cttrt,.trtrct ion and must be mad, t, a i liable tt, I,ui (d- ing and fire inspectors fol' I-ererenuv dict ink, requirf,d , ott- struction inspections. (UBC Sec. 303) 7, lnspecticros Required: Inspec.ttoll rand oppt<,�al of construt.- ttou by' a re}frfsc�nt:atir'F• of thiq office Ir, trruirt•d: (a) i.►riuo: to the cover of tarry new frnmi.nkt olements fffllowing tilt- installation of :.all ttt ility runs which will ho more►fled within wcr_ll and partition ceavtties; (h) ut„nt , ,mtitletlon of construrl.ion and prior to licetipattcy of the Iotttant SiracT, (ttftc. Sec. 305) Mr. Robert Velkinbork December 16, 1987 Page 3 Tf L may be of any further service to you, please feel free to give me a call at 649-8577. Sinceet'ely, WASHINGTON COUNTY FIRE DTSTRICT No , 1 Genf, Hirchill Platy, Examiner syw rc, Tigard Bldg. Ilept. ICtspec'tUr Ray r INSPECTIC N NOTICE City of Tigard Building Department P O Box 23397 Tigard. Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested 2 ::tl1 Time - A.M.. _P.M. J Address ._._._�,� !tY`� Permit Owner _ _ Lot # _ Builder The followi.g Building Code. deficiencies are required to be corrected: Presented to I _ Approved Inspector Disapproved Date / z � c�d CALL FOR REINSPEI_'T ON ❑ YEi ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 22397 Tigard, Oregon 97223 Phone: 639-4175 n Tvpe of Inspection hate Requested Time A.M. �''�P.M. Address � �el' Pertnit #? � Owner _�. � � Lot � Builder The following Building Code deficiencies a;e required to be corrected: Presented to _ — Approved Inspector _ _ CJ Disapproved Date / ' e –ee CALL FOR REINSPECTION ❑ YES ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone 639.4175 Type of Inspection Date Reque-ted --___. Time A.M. _ P.M. Address __..-._ _ Permit #�_A Owner -----------__--.._ _..--.-------_—__ Lot # Builder_� -- r The following Building Code deficiencies are required to be corrected- Q Presented to F� Approved Inspector —_ Disanproved Date CALL FOR REINSPECTION C_7 YES O NO BULLETIN NO. 4 Bid Pack 3 18 November 1987 Wall Panel Revisions - Mod 170 Attachments: Al, A8, A10, S1, S9 ALEXANDER F. RIM E.R, ARCHITECT Contract Documents for in association with SETTER LEACH i LINDSTROM INC. TARGET S70RE T-345 120 First Avenue North WASHINGM SQLMRP Minneapolis, Minnesota 55401 S.N. BALL BLVD. AND (612) 339-0313 SCHOLLS Fy rlwl TIGARD, 0FROW for. CIVIL: N.I.C. TARGET STORES A Division of. Dayton Hudson Corporation 33 South Sixth Street Minneapolis, Minnesota 55440-1392 Commission No. 9088.801.09 Project Code 1354 The provisions in the Contract Documents issued 2 July 1987 relating to Bulletins (Document 00900 Supplementary Conditions) apply to this bulletin. The Contractor is requested to quote a separate price for each of the following items, using the CSI account code in the Schedule of Values submittal form. Submit the quotations to the Owner's Site Representative using Owner's Change Order Proposal Form on or before 2 December 1987. This request for quotation does not constitute authorization to proceed with the !•.ro r k. Drawing changes described below are referenced Bid Park on the drawings by the following symbol: Bulletin No. Z42 1. item B B I U D L L P E I A T T CONTRACTOR'S ESTIMATE C I E _- ` No K N M Description —Add :Deduct Change (Continued on Page 2) Page 1 of 8 i CONTRACTOR'S ESTIMATE _ No Add_ Deduct_ DRAWINGS ARCH I TEC URAL Sheet Al - Floor Plan Reissue 3 4 1 Revise plan at front of building between Grid Lines 6 and 10. Sheet A4 - Roof and Sidewalk Plans —� — -----TNot R. sez sued] 3 4 2 Revise Sidewalk Plan, 2/,A4, as shown on Page 5 of this Bulletin. Sheet A8 - Exterior Elevations - (ReissueaT 3 4 3 Revise Elevation 1/A8 as shown. Sheet A10 - Schedules .—�. __.-- -- Re s� sued 3 4 4 Revise ROOM Finish Schedule as shown to add Room 118A and 118B. 3 4 5 Revise Finish opening Schedule to add doors 118.2 and 118.3. 3 4 6 Revise Doors 101.5 and 1.18 in Finish Opening Schedule. 3 4 7 Delete Door 143 from Finish Opening Schedule in its entirety. STRUCTURAL Sheet S1 - Foundation and Floor Plan (Reissued) 3 4 8 Revise door locations. Sheet S2 -- Roof Framing Plan Not ReissueT 3 4 9 Revise location of owner-supplied equipment hung from roof structure. See Page 6 of. this Bulletin. T-345 Washington Sq. Bulletin No. 4 Bid 'Pack 3 18 November 1987 Page 2 of 8 rCN'I'RACTOFI'S ESTIMATE No Add Deduct Chang_ Sheet 58 - Details Not Re ssue 3 4 1.0 Derail 3/S8 and 10/S8: New. See Pages 7 and h of this Bulletin. Sheet S9 - Panel Elevations 3 4 it Elevations 1/S9 and 5/S9: Add new exterior doors and miscellaneous openings. SPECIrICATICNS Section 08700 - Hardware_ _ Not a ssue_ 3 4 1.2 Article 3.03 - Hardware Schedule: Delete Group 6 and substitute the following: GROUP 6: Each pair of doors shall have: 3 pr (butts FBB179 4-1/2 by 4-1/2 1 lockset 83x-6D9A. Furnished by Owner. 1 set automatic 559 (inactive leaf) flush bolts 1 dustproof 488 strike 2 door closers 4041-Cush (active leaf) 4040-Cush (inactive leaf) 1 coordinator 900 2 kickplat.:es Furnished by Owner. 2 door edge 10" high (mount even protectors with kickplates) . 1 trim protec- R111LPB for bar 3 4 13 Article 3.03 - Hardware Schedule: Delete Group 8 and substitute the following: T-345 Washinr ton Sq. Bulletin No 4 Bid Pack i 18 November 190,- Page 3 of 0 90Page3of0 CONTRACTOR'S ESTIMATE No Add Deduct Chane GROUP 8; Each door shall have: 1-1/2 pr butts F'BB179 4-1/21 x 4-1/2 ]. lockset 83K-6D9A. Furnished by Owner. 1 door closer 4041 1 door stop 60W (WB11T Door 102 only, GJ560 Doors 118.2, 130 and 209 only) 1 trim protec- R111LBP (Doors 130, for bar 130.1 only) AID OF BULLETIN i T-345 Washington Sq. Bulletin No. 4 Qid Pack 3 November 1987 rage 4 of 8 EXTERIOR FACE OF 4 2 19 BUILDING TYP AIS EL 100'-0 ° BLDG - - - - ._ ELS I00'-0 ° p PJT UP JT - -- - 22 I4'-5 11 20 '-61 i EL 99'-6Y2~ 'rYPA12' � - - - - C RAMP WITH ONC SIDE 1:12 SLOPE- BROOM FINISH AS INDICATED T-345 Washington Sq. Bulletin No. 4 Bid Pack 3 18 November 1987 Page 5 of 8 i CI20'—I' ] TYP. a GRID ' C' U.N.O. \ G-6 I K�3 TYP OWNER SUPPLIED EQUIP. BELOW ig N i T T i a a n- 3 uw = ��•' '. ��* ADDITIONAL 2x6 4 - Q , HANGER LOAD POINTS —VERIFY LOCATION W/DWNER —"8 THUS 17' 1'-41/a" TYF GRID 8 1120'-0' ] I SIM Z ' 13' U.N 0ID S6 7 to T-345 Washington Sq. Bulletin No. 4 Bid Pack 3 18 November 1987 Page 6 of 8 BAP. IIYZofx Z W/ �/4� 9% THOU 56LTS IV 12" %, EXTEND W FKOM �� FLCOR TD UNDEKSIDE OF STOC"001'1 ROOF DOOR pFNG. �PZILL ''4J6 HOLE FOK BOLTS FOK SNU&- FIT DETAIL TYP BOTH SIPES OF DOOR OPENINCr 10 14. .lol 3 POR JAMB DETAIL T-345 Washington Pg. Bulletin No. 4 Bid Pack 3 18 November 1567 Page 7 of. 8 PORTIOW OF PANEL REMOVEP 5ENP EXIST. VERT. 3=0WHEN POOZ AY 15 CUT. PNL. BARS -� ~ (SHAPED AKEA) --.PWL SEE s,4 r FO DIMS SEE PO NOT CUT OF, REMOVE ANY $Az5 IN SHAPEP AQ.EA. MAIL PANEL- ..... ANEL 3 �- 4 io 24- 17-62- I o 4. 12.62.Io DETAIL T-345 Washington sq. Bulletin No. 4 Bid Pack 3 18 November 1987 Page 8 of 8 ADDITIONAL STRUCTURAL CALCULATIONS for the construction of the TARGET STORE T-345 Southwest Hall Boulevard and Scholls Ferry Road, Tn345 Tigard, Oregon Commission No. 9088.801.09 WASHINGTON Project Code No. 1354 SOUARE for PROF ffTARGET STORES `S1 olNF �� A Division of Dayton Hudson Corporation ,dee �� 131p 33 South Sixth Street Minneapolis, Minnesota 55440-1392 M Rn V 18 November 1981 ALEXANDER F. RITTER, ARCHITECT in association with SETTER LEACH & LINDSTROM INC. 120 First Avenue North Minneapolis, Minnesota 55401 (612) 339-0313 PITER SUPOES PLAUTI ARCM ICTS LTD Cumm. No- ' Shoot No!9?k IN ASSOC WITHSF,TTERLEACH&kI DSTROMINC ARCHMTS-94 MRS•/LAMIMIK Project— Dote ONE HUNDRED TWENTY• FIRST AVENUE NORTH MI"APOUS NW0ESOTA 55401•612.3,19-�AI3 - BY 11"90,01/Oiv.4G WA5�1l N(,ToN SQ. dl,74 G$ /-A--sl".1 Of X/ST vt.'/PLL �i!/vEZ S )dr ^ /VOW 000AW/oul S 1N�T w�-� ,f rr.Uc�� .�•K ,ate:<err�;.�c /rr�r h�P2-/L •' f,�77Rlrye� FOS- /l�f�a�a'F' o :j r� 1 I 9c . iso . BITTER SIDES PIAUTZ �iNl�Cr� LTD Comm. No _. Shoot No � PIASMVITHSETTER UACM&LMTPOMM �� IN�TZ�N ARCWMM• MMM•rLAI�l11R: hoj�af— ''.�` '._ Date ONE K.*OPD TWENTY•PMT AVEI ASE 1,07rH MN APOL'S MINNESOTA 564a•6V4W-03U By AT S7oGr/z�f �C�sE A / — Ga/T N FW O I�iV Cs //V' t X/ T PjgN6L •Z -//t 56 002-flz 7-l t G4sE g c�/c y cafes/349 7y,aLSV TNiS --vwFL ow"'o , dop.w*7L ON TN/f "4o. I t x -4/&v&,ova c Pt vi ve 2- MP,NOT t � �E�s�sr/C L c g o —,og1r a4 L dG To Vvi94 4 O'k- -4 nA,tist, /L9a = 3'�• y G arc. /f r AIV E/��'EC 4'v et /11-6E ,g SK/AOO 4S Oi /�i+.vE. ;o Geo Ti'i E L.J On A- C F d �! 8•C.' OF PNi. .w:/M.Lam[ '!� /7,.Tii U IC VG/C • ��/•9i/ �_ `, ,o.. ��• io is• ie- !L �=/�''y �.s �c •� � �� use 6-'d�� /IVS - /,8G iN Z RITTER SUPPES PLAUTZ �i IITI4i'n LTD N. Idew' /7a '� Shoo M-62- INAWC WD,3ETTPWAGM&UlNWMOMNO. AiOMTICIs-IM -'LAM ONE HUNDRED TWENTY•F ST AVENUE NORTH MMEAPOUS MN ESOTA&640-612•339.OM W r AcSi /7,6.r' /7,6.j PsF aQOF !•.i7 (o N!! /�u�t LinJ) /5�� Z L - 2, (��•- �,vc Lr7 - (,is) ,re3 - y �• Asp -d- /. 93 /.5 oc,r rew ,-7-6, Fisc':r-c^ 6 0 /S wcr r&;r Ti4 x Gv /N7� �cc v u.v7 .0039 lip ,i4L�o '5T6EG ,�f/�i S ��Ti�ei+- Ssv6 dF OA�Ej TNvS ' Si vc pisT,w"C co /.a-f� �••r- Nu��ic�+ c '04 f is � Z/b47ttS Frti /3o�Tt T?AlJ V I W,-A BITTER SLPKS PLAUTI ARCNITECTt LTD Cumrn. No 90 4g SA��1 Ne.�_ WASSOr✓WITH SETTERIEACH& N�DSTRO1�AINC ARCN111101 -INQ -PLAMIII ►ra;.e,f-WA5 H lf-JG oat. 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R I�1 Z " FI- Y ERT �.A« S P P�1J F o c:'�E'►J G a N C�, t 7- -0 1 Z - 0,'312 = 0, 40 1 0. 12 -- a_a Op.�4a 01) 6c 2 G. A P A L I T—Y = S ."l q (0.-7) 4 1c 5 "1000 4c*o - 3 Coos 8 � = A �� TLS N sE d- 0 t 1°33 (3-:),�94�ZT 12 (p 6a4� 3 L �,j S Mj 49 C[. 1: 9, - o.eee (4% :%os M = L =,� w� 2 RL11,.4e T (b�� 020 57 5) 4- 1-12 � n B — � L L 40.E " 'LATTER SUPKS PLAUTr AMWICTS LTD COMM. Noes r+^SSOCWITH SETTERLEACH&LM ZMOM*JC AA Shoo# N*.. SLLAKNfRCTS ENO III MANNERS ►..�..t�risH If�1GTnN �Q. 0.�•_ -Iy"E MN*APOIIS W,"SOTA 55401 612.3N-0.1U �Y— a Z (�1a, 6e) Z P ,. z t- un- C Z t 7-4j IZ + 39 0 4,33Y13-6l f Z 2 l 0,o Zq) Z-u + Z + f 0 .4&5 + 0.909) 57,b6 S c. fir, - U5E P►JL , -fyFE .. P., ...... INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone 639-1171 Type of Inspection Date RequestedTI me A.M. P.M. Address I..-/Z Permit Owner Lot iLl Builder e i'4 The following Building Code deficiencies are required to be corrected: Presented to Approved Inspect,)r D Disapproved Date CALL FOR REINSPECTION E-1 Yes [,—I NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone. 639-4175 Type of Inspection ------Lq '0 Date Requested 1 C./J� -4 29 Time A.M.--�' •P.M. Address &4 1 Permit Owner Ll�ad Lot Builder The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector Disapproved Date CALL FOR REINSPECTION YES 1] NO Construction Inspection&Relared Textx ('arhon Testing, Inc. PO.6or 23814 Tlgerd,Oi egon 97223 Phone(503)U4.3460 October 23, 1987 #CP-3504 FIELD INSPiC:TION REPORT & SHOP INSPECTION REPORT DATES COVERED: October 20 x 22, 1987 PROJECT: Target Store T-345 ADDRESS: 9009 S.W. Hall Blvd. INSPECTOR: H. Payson/B. Sobotta 10-20-87: Panels #104, 105 & 106 tiave #7 coni and #6, but only recgaive #6. Pme.l #82 needs four more dowels below door (8 #4 at 12" on center total) . All other panels listed are according to plans and specifications. Inspected panel. 66, 67, 68, 69, 70, 104, 105, 106 and 71 thru 86 to be poured on 10-22 -87. 10-22-87: Reinspected panel #82 and found above mentioned corrections made prior to concrete placement. 10 -22-87: Performed a visual weld inspection of strop welds on T1 architectural truss &id Magnetic _particle inspection of the two full penetration, splice weld 21" from end of top and bottcn tube. Welds appear satisfactorily visually. Welds pass MT test satisfactorily and no indications were noted. Refer to attached "I' report. Respectfully submitted, CARS,,'- J TET NG, iw,,: i Douglas W.` Leach P,,.:si.dent 11, c: Target Stores - Steve Knudsen Westwood Corp. City of Tigard Coaaorwtk n Inap edott&Related Tern Carlson 'Vesting, Inc. P.O.Boa 23014 MON—DESTRUCTIVE TEST REPGRT Tlgerd,orpon 97222 Phone(503)664.2460 Joh No. CP-3504 Date: 10-22-87 Permit No. Client: Target Stores_ Radiation Source: Project: Target Store T-345 Material: AdS.W. dress: 9005 S.W_Hall Blvd — Acceptance Standard: _ Examination oc the Following: _ Radiographic 100$ Penetrant 21" from encs 1 each top and bottati tube;_ Radiographic Spot Ultrasonic Full. penr;tretion weld 1/4" wall UT not Magnetic Particle X _ Other— _— poss.ible. __-- — [late Identification Remarks Accept. Reject_ 10-22 T1 Tube Splice Top Tested at Isley Fab Shop X 10-22 T1 Tube Splice Bottom X I � No. of Filing: Film Size: Or_ �__- _R�ir B.—Sobotta_______—v— Technician rove] Weld Footage:_-- — No. of FNposures:` - - - ------ - -__ _ Interpreter revel C ARSON 'I't i IIJCI, INC'. /(40, Permit No. SP 129-87 i;11Y OF 1I6,0RD SIGN PERMIT APPLICATION the applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 9009 SW Hall Blvd. � ZONING: C—G NAME OF COMPANY; Target Stores APPLICANWAGENT: Bill Allee All Seasons Signs 399-92.34 `___ The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City . Do you presently have a current Business Tax? yes _ t PRoPOSI:D SIGN: PLRMANENT (xx) FRE:ESTANDING (xx) 1EMPORARY ( ) WALL ( ) BILLBOARD ( ) SIGN DYMENSIONS: _ 11 ' 10" x 11 ' 10" _ TOTAL SIGN ARLA (Sq. ft. ) : 280 sq. ft. WALL_ AREA (Sq. ft. ): N/A HEIGHT (ft) : 28 feet PROJEC'ION: N�A :LLUMINATION: YES ( ) NO ( ) COPY: Target MATERIALS: aluminum F_XISTING SIGNS: none — Sign will be erected along SW Hell !_ Blvd_frontage_____ UTHFR PERMLTS REQUIRED: YES ( ) NO I x4 COWENIS: _Freestanding Sign was approved b_y. Vagh, Co• Heiyh.-Qj 28 feet equals their _maximum al lowable .height area allowed per freestanding sign at this site equals 400 sq. ft: . PLANNING UEPARTMENI All sign permits rnust. be accompanied by a Permit Fee: 35.00 scale drawing and Plot plan. If )rk ttccetpt Na._ _.. 267_20 ,._ authorised under a sign pi,rmit. has riot jeers Aphroved _B1- ds _ complotod within ninety day anter the Dat4,: 10/19/87 issuanty of the PC,r•mit, Lhe per-miL shral I bran.umo riu I I ,aro vu id. I C1.R I 1 t Y 1 IIA 1 1. AM I I•IL REI;ORULU OWNLR OF 1 HE. PROPIRIY ()R AN At+1N► AUTHOR1 LD BY 114E OWNER. Applicant' -.i S ignatur-e Address Telephone 1)0,;.b962 ti* Permit No. SP 130-87 U1 Y OF 1 1UARU SIGN PERMIT APPLICATION The applicant hereby applies for a permit for tho work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 9009 SW Hall Blvd. ZONING:_ C-G NAME OF COMPANY: Target_ Stores _ APPLICANVAGENI : Bill Allee All Seasons Signs 399-9234 .._ The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City . Do you presently have a current Business Tax? Yes PROPOSED SIGN: PERMANENT ( xjt FREESTANDING ( ) TEMPORARY ) WAIL (xx) BIl_I_BOARD ( ) :;1GN DIMENSIONS: 34 ' x 6 ' TOTAL SIGN AREA (Sq. ft. ) : 204 sq. ft. WALL AREA (Sq. ft. ) : 8000 sq. ft approx. ) HEIGHT (ft): N/A PROJECTION: N/A ILLUMINATION: YE:: (x x) NO ( ) COPY: (Logo) TARGET MATERIALS: RED NEON - E=XISTING SIGNS: None 0114ER PERMITS REQUIRED: YES ( ) NO (x x) COMMENTS: Sign will qo on _gout. elevation PLANNING DEPARTMENT All sign permits must be accompanied by a Permit Fee_ 35.00 scale drawing and plot, plan. Tf work Me pt No : 2.6720 authorized under i+ sign permit has riot. bE14,n Approved By: ds -- complraled wi thin r inety days of for 010 Date: _]Q/19/8Z_..__ issuance of the Permit, the permit - bp(_unuo rn.i I 1 mrnd vu id . I CER 1 1.1 Y I IIA I I, AM I HL RLGOWUL D OWNi_R u1 1111 PROPERTY OR AN AIANI AUTHORIlF_D BY 1141 ()WNIR Applicant' s Signature Address �� Telephone DAS:bs62 Permit No. SP 1:'1-87 CITY OF 11GARD lhir' PERMIT APPLICATION the applicant hereby applies Pur a permit fur Lhe work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 9009 SW Hall Blvd. ZONING: C-G NAME OF COMPANY, _ _ Target Stores _- APPLICANT/AGENT : Bill Allee All Sea,3ons Signs _u399-9234 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? Yes —,— PROPOSED SIGN: PERMANENT ( xx) FREESTANDING ( ) TEMPORARY ( ) WALL (x x) BILLBOARD ( ) SIGN DIMENSIONS: 34 ' 2L-.61 _ TOTAL SIGN AREA (Sq. ft. ) : 204 sq. f t. WALL AREA (Sq. ft. ) : 8000 sg. ft. HEIGHT (ft): ____ N/A _ PROJECTION: N/A ILLUMINATION_YES (xx) NO ( ) COPY: (Logo) TARGET MATERIALS: RED NEON LXISTING SIGNS: None 0114ER PERMITS REQUIRED: YES ( ) NO COMMENTS: _ S i_ n..__w 111 a o o n._n2L rh_ElP-u a t ion PLANNING UEPARTMENI All sign perrnits must be ALLumpariied by a Permitt Fee:—a J5.00 draw irig arld pluL plan. If work Receipt No..: �Z� authorized undor a sign pvrmi.t has not bovri Approved By _._... _Sis completed w i th i n n i nor ty days after Lhe oate: 1.Q11��H7_.____ issuance (If rho pormit., L.hc- permit shy+ll hu; imic, null u d u- id I l;l h I I l Y 111(11 1 HM I lit. RLCoRDLO OWNt.R 01 1111 PROPIRIY oR (1N A(A.NI AUTHOR.1/E_D BY THP- 0W*R Applicant' s Signature Address 'Telephone DAS:bs6x r Permit. No..Q9 CITY OF 1IGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for Lhe work indicated or as shuwn in the accompanying plans and 1specifications. SIGN LCGAI ION ADDRESS: 1 GI IiLJ • 7`Yi�� (vie- ZONING: NAME OF COMPANY: APPLICANT/AGENT: The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? cj/,-j _ PROPOSED SIGN: PERMANENT FRt_ESTANDING TEMPORARY ( ) WALL ( ) r 0 BILLBOARD ( ) SIGN DIMENSIONS: TOTAL SIGN AREA (Sq. ft.) : WALL AREA, (Sq. ft. ) : /V HEIGHT (ft) : ' LL k � PROJECTION: A _ ILLUMINATION: YES ( ) NO ( ) .-r' COPY: —1ar_6j V MATERIALS: Tz114l1Lj1#,u#t-, EXISTING SIGNS: OTHER PERMIT'S REQUIRED: YES ( ) NO COMME.NTS: SYr✓ r 1 cg ..'�jtG'l'E"C 0- -_�1 I �H; _29c^rlr1 e171Gtii'fv G, r'�t:ti e�(_ �- ✓./c r- ezf +e (' �u _> t/at) S � PLANNING UEPARTTIENI All 979"n permits must be accompanied by +a Permit Fee: _ stale drawing and plot plan. If wuri, Receipt No___ uuthorized under a sign permit, has not teen Approved Bim: > completed within ninety days xft r lh Date; (U �_ issuance of the pr rmi 1 r, t he 1 r mi t JT` become nu i 1 and vni t I CFRrTI Y THAI I AM THC RLCORDI 1) (UNI 1; 01 IIII PPOPFRTY OR AN AGENT AUTH:IRIZED Hy 1111 lxdNF R . Applicant' s 5iynature Address I� lllir,, c -y Permit No. :, �� J CITY OF IIGARD --.� SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or- as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: �j __ ZONING: y NAME OF COMPANY: �I/ —._— APPLICANT/AGENT: The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City . Do you presently have a currrent Business Tax? _. PROPOSED SIGN: PERMANENT (5<') FREI-STANDING ( ) TEMPORARY ( ) WALL �) BILLBOARD SIGN DIMENSIONS: ��`� X (12 TOTAL SIGN AREA (Sq. ft.) : -O y WALL AREA (Sq. ft.): ��fi HEIGHT (ft): 4/ / J-- PRO?ECTION: _ ILLUMINATION: YES NO ( ) COPY: = / Loq, MATERIALS: a -- EXISTING SIGNS: of liER PERMI.rS REQUIRED: YES ( ) NO � ) _ COMMENTS: PLANNING DEPARTMENT All sign permits must be accompanied by a Permit Fee: 1! . 471.) scala draw irig and plot plan. If w,Irl Receipt No. : _ authorized under a sign permit h;as r-11 heurl Approved By:� S �� completed within ninety rlay5 "Mor the Date, �o i ssuancv „f th(, 11--mi t , t Ito rl,r m, t xh;+1 1 bocome null and vu id . I CERTIFY THAI l AM 1141 RLCORIIFI) OWN1 h 01 1111 PROPERTY OR AN AGENT AUTHORIZED BY 111E 1A1NF R. Applicant' s Siynaturr Address 1,,1 I+l i,�rr, hp�i kwi4'� Permit No. J � " CIl Y OF 1 IGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permLt for- the work indicated or as shown in the accompanying plans and specifications . SIGN LOCATION ADDRESS: (� __ ZONING:___— N11ME OF COMPANY: _ Z APPLICANT/AGENT: The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Husinesv Tax? _ PROPOSED SIGN: PERMANENT ( FRl_FS I ANOING TEMPORARY ( ) WALL c BILLBOARD ) � SIGN DIMENSIONS: _ 3� (u TOTAL SIGN AREA (Sq. ft.) : WALL AREA (Sq. ft.) : HEIGHT (ft) : _ PROJECTION: ILLUMINATION: YES ( ) NO ( ) COPY: MOTERIALS: EXISTING SIGNS DI I-R PERMITS REQUIRED: YES ( NO I:OMMLNI S. _ _fit �r� / �/ 7 '/< /4t PLANNING DEPARTMENT All sign permits must be accompanied by a Permit_Fee: 4i,3S_U ser+le draw iri�I erre plot. plan. If work Receipt No. : _ _ arutiv)rizQd tindc,r ,4 sign permit ha% not bean Approved B _ _ completed wi1.11in ninety days after th�� Oath: — i ssuRncV tit t h, 111'r-mi t , t ho pormi t ah,+1 I brer.omo nu I 1 ;+nd v.,i 0 , I CE:R I II Y T IIAl I AM I l f RLC;OROLD OWNf.N OI I ill PROPERTY OR AN AGFNT AUTHORIZED BY 111E OWNER. Appl ic.&W s Signature A�drn s s 1� 1 I,I� .r r�• nn MACKENZIE/SAITO&ASSOCIATES,P.C.,OREGON MACK ENZiE/SAITO&ASSOCIATES,P.S.,WA H"� .,ROF7 STPEF7 POPTLAtiD CREGOtj 9 RECORD OF i4'tPHONE CONY" TI Cify PLANI VINOF G TIGARO I)j.-pr ,;ifY OF TIGARD, .1013 FLANNING DEW-1. JOB NO. 2-E5')lrlt7 DATE--o/"(0 b — INCOMING CALI( PERSON � ------ OUTGOING CALL. COMPANY LWAS IJ j7-Qf4-—_C ��W __,_C PHONE NO. SUBJECT:.---1=T-f T-C,--r- Qlnts4af—, OF— -St -(.r�3_.__Via-f—U-jot-4 LA,'A-5 >f- WZ 49 1 hXi 4-IL 15 OF--- --- lzc 0 M fig 4 4,V- A V -------0 C-ep q T)t ttL Pto Mat 444 ---------- { i C.onravction/nepectlon&Related Testa Carlson Testing, Inc. 6 x 17_ Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 -- Phone(503)684-3460 Date Molded: 10 -15 -, 19 81 Job No. CP-3 04 Permit. No.--- Client: o.-_-Client: _—. Wes two dCorpora L ion -- -- —� - -_-- Project: laruet Store T-345 Address: _ 9009 S.W. Ha1l Blvd, Contractor: p( .Wood Coro _ Sub Contractor: Concrete Supplier: Oregon Ready Mi, Truck No, 38 Ticket No. 046 701 Cost By: Inr_LTtt 'r i is -L__ - Test Time: _-_ Load No, 8 Weather. _____ Clear )0 Temp. High: _ _ Temp. Low: 50 Location of Placement: I'd iw 1,, ""3, 24, 21, 28, 29_ '30, 31 , 32, 33. 34, 35, '36, 31 and 38. Cu. Yds. Concrete Temp: Strength Requirement: _ _411(1(1 PSI a __.11i._days Slump 6" — Cement Type Mix No./No. Socks i x a IQ' Air Conten — _ Max. Aggregate__3/4" Admix. Amount: Brand: _ _ Admix. Amount: _._ Brand: _ Set Taft® Register Date Date Unit Total Area Unit Report No. days Number Recd Test Wt. Load PSI No. 1 1 /Sill 10-16 10 Z8 77 -- 112 710 28 1911 10-16 11 12 _ 3990 38 28.2. 7 _-�— 28 _1911 10-16 11 -12 7.8.27 t F-7 Remarks: CC : Target Stores - Steve Knudsen city o. ligardA� Carlson Testing, Inc. trlonsuRlon lnapecWon&Related 7iests 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tlgard,Oregon 97223 Phone(503)684-3480 Date Molded: _ 10 -15 19 81 Job No. CP-3504 Permit. No. Client: --_ Westwood Corporal.ion Project: _ l araet Store T-34L, Address: _ 9009 S W Ha I 1 131 vd. . T i Uard Contractor: Wvudwo ] 1 c ciljUr at i Un Sub Contractor.Concrete Supplier:Supplier: Oregon kpa jy Mix Truck No. Ticket No. 040 $4, Cost By: W richof iho I Test Time: -_ _ _ Load No. 2 Weather, f e i r _— _. Temp. High: 10 r�0 Temp. Low: _ Location of Placement: Panels 35, 36, 37, 38, 13, 24, 7 /, 28 29, 30, 31 , 32, 33 and 34. _— ---_Cu. Yds. _Concrete Temp: Strength Requirement: 4(1()(l PSI a 28 —days Slump 4 112"--Cement Type— Mix No./No. Sacks M i x #10-13 Air Content-___ _ Max. Aggregate Admix. Amount: --__ Brand: Admix. Amount: Brand: Set Test(a Register Date Date Unit Total — UnitReport No. Days Number Recd lest Wt. Load Area PSI �No_ I1 I 1912 — 10-16 10 -lI 841974 2fl.21 30].0 39 2f1 1912 10-16 11 -12 28.21 — 2tt 1917 lU-lfi I1 -12 2fl.21 ^— Remarks: CC : f aryet to es - Steve Knudsen 1 ty of i gar SEWER PERMIT u 34086 Unified Seweraiye Agency Ti of Washington County CITY OF Tigard _ DATE --L011 �Z- --- y OWNER: Target STores _ PRONE : OWNER' S ADDRESS: TYPE OF INSTALLATION: tt--11 Q BUILDING SEWER lJ LINE TAP AND BUILDING SEWER ❑ LINE TAP TYPE OF OCCUPANCY: © NEW ❑ EXISTING ❑ SINGLE FAMILY [xJ COMMERCIAL U MULT. RES. ❑ INDUS-RIAL FIXTURE UNITS 161 DWELLING UNITS 11 ADDRESS OF STRUCTURE : 9009 SW Hall Blvd. #100 "Target° Permit Conditinns: The applicant agrees to comply with all rules and regulations of the Unified Sewerage Agency. When calling for an inspection, please refer to the Permit Number. The Permit expires one hundred twenty (120) days from the date of issuance. The totalamount paid (permit fee, connection charge, line tap fee and/or other charge) will be forfeited if the permit expires. the Agency dues not guarantee the accuracy of the location of side sewer laterals. If the sewer is r located at the measurement givrn, the installer shall. prospect three feet in all directions from e distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit at the current charge and the Agency will install a lateral. FEES: 45.00 PERMIT F E E s _ xggYggX CONNECTION CHARGE _ 12, 10C .00 LINE TAP INSTALLATION OTHER AED BY TOTAL s 12, 145.00z- 91 DAT OF ISSUKRCT APPLI NT DATTETT EXPIRATION SEWER PERMIT ADDRESS OF STRUCTURE 9009 SW Hall_ Blvd .—J110 _ TAX MAP 1S126C _ TAX i_OT 12QQQUARTER SECTION LOT _ 13LOCK OF _. BCR 9_1 _R7 APPROVE[) 8Y — _ 'DATE �� ISSUED BY� cc DATE OF I..,, UANCF D. U. 'S ll_-- — R E MARK i , LETTER OF TRANSMITTAL aMaFm 5107 E. Telegraph Rd., Los Angeles, Ca. 90022 (213) 260 -4600 DATE': OCTOBER 9, 1987 To: DEBRA STUART Job # - — PLANNING DEPARTMENT rte: __TARGET/WASHINGTON SQUAME PO BOX 23397 TIGARD, OR _ TIGARD, OR 97223 ' I i to: FILL' WI; ARE SENDING YOU _X Attached Under separate cover via_ the following: Shop drawings Prints Change order Specification:, _X Copy of letter Plans Other: Copies Description I LETTER DATED 2/19/87, SUBJECT SIGNS TIIESE ARE TRANSMITTED: For approval For review & comment Returned for corrections X For your use Approved as suhm.itted Other --As requested Approved as noted [ .MARK': Signed Xfi/ If enclosures are not as Indic tsd, M-nD y notify us at once. AI)A-3 ''onsteuedon[nspccdon R Relsted Tata Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT Of TEST SPECIMENS Tfg nd,Oregon 97223 Phc no(503)884-34eo Date Molded; 9 -25 ' 19 87 lob No. _ CP-3504 Permit. No. Client: Westwood Corporation Project: Target. Store f-345 Address: 9009 S.W. Hall Blvd. , Tigard Contractor: Westwood Corporation Sub Contractor: Concrete Supplier: Oregon Ready Mix PP Truck No. 34 _ Ticket No. - 04S 169 Costa : _ W. Scheribel 2 Y Test Time;_ load No. Sunny _ 85 50 — Weather: Temp. High: _ Temp. low: —. I oot.i ngs in area A t.o 13 x l to 3• Location of Placement: — Cu. Yds. _ --Concrete Temp: Strength Requirement: 3000 _ PSI ® �f3 _days Slump 4 1/4 —Cement Type I_1 1 Mix No./No. Sacks_ Mix 0104 Air Content Max. Aggregate '314.. Admix. Amount: — Brand: Admix. Amount: —� Brand: Set Test a Register Date Date Unit Total Area Unit Report —No. Days Number Recd Test Wt. Load _ PSI No. I I l 1 1769 9 ?6 10 2 Ei��, �'.�1 28.21 2310 19 28 7759 9--26 10 23 _ — 28.27 1 -- 99 391 3520 41 1 2> 7769 9--26 10 -23 "18.21 O.; — 3 .50 41 c : Target Stores - Steve Knud,.f,n kpmorks: Construction Inrpedon&Reis red Teats Carlson Testing, Inc. P.A.Box 23814 6 x 12 Concrete 71 ,rd p REPU°T OF TEST SPECIMENS Phone(�1�+480 Cate Molded: _ q -25 19 87 Job No. CP-3504 Permit. No, Client, ---_W Wstwood Corporation Project: Trtr get Store T-345 Address: _ 9009 S.W. Ha11 Blvd.,—Tigard Contractor: Westwood C(ir'pot,at i on Sub Contractor: 4512T--- Concrete Supplier: 0,-egon Ready Mix _ Truck — '�a.� 34 _ Ticket No. 4!S 40 Cast By: Tito Time: _ load No. 4, 17 Fair I i !)0 Weather: Temp. High: Y_ __ Temp. Low: Yah al, orr 1 Lo 9X I- to I Los.ahon of Placement: Cu. Yds. —_ __Concrete Temp: Strength Requirement. 3�l�_ PSI a—2U doysSlump.�1 114 Cement Type Mix 140.I No. Socks r11 x Y 104 Air Conteh_ _ Max. Aggregate .3/4" Admix. Amount: _ Brand: Admix. Amount: Brand: --- _ Set Test(11Register Date Dut�^Unit Total —�Area Unit Report No. Days Number �Rec_d Test � Wt. food � PSI No. I 1 1112_ 9 28 10 - 7 �3 .^ — — - - 5�,351 .27 1960 I 17 78 1712 y-28 10 --23 1 28.27 i T� 86,121 .� 3056 _ 40_v �18 1712 -2A 10 -23 8;.),092 2'x.27 3010 40 i I I 1 7713 9-28 10 2�--8 ?� -_ 72-L555 2670 17 _ -_ 28 771.3 9-28 l0 -2;3 �— 94,34$ 28.2. 1 28 1113 9-28 10 -2"3 99-020 28.21 -iqnn An Remarks: t'r Iat get Stores - Stevr- Knod-wn City of Tigard Carlwn Testing, Inc. .Related lnapeeNon& elated Tata 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)884-3460 Date Molded: - 9 -24 19 81 Joh No. CR_3504 Perm t. No. Client: _ Westwood Corporation Project: f 3r"drat. $tpt r 1-345 .. Address: 9Qff4-LW ._tel Blvd, - -L1UdCd -- -- -__ Contractor: We!;i li JL Cut win 3t l on _ Sub Contractor; Concret.Supplier: .__Ltrepnn Rn 3 y M i x Truck No. 33 Ticket No, Cast By: _lef SrFrvr r tiP 1 _ Test Time: Load No. 1 f `." r'�ather: air 50 _ -- _ Temp. High: _. 8.> Temp. Low: -- Location of Plocement: 5t.ern wa l 1 1 i ne lox 4.1) tra A. _Cu. Ydi. —_ Concrete Temp; Strength Requirement: —_ 4000) _ -- PSI a._ )f days Slump__LJZ " Cement Type— Mix No./No Sacks M i x #1 rI Air Content _ . Max. Aggregate_ -_.3l_!1_ Admix. Amount: Brand: _ — Admix. Amount: —� Brand: Sot Test® Register Date Date Unit Total Unit Report No. Days Number Recd Tess Wt. Load Area No. 9-l5 10 t 79,615 28 %/ 2820 15 -- !A 1103 9-25 10 -22 116, 120 ?H.2 1 4110 37— 2R 1703 9-75 10�-�� 115,624 25 27 ' 4090 37 krinr7rLy C(. l ilt-UP!. Stmrw; - '.,1 evo Knrtdson City Of Tay INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 ^one, 639-4175 Type of inspection Date Requested Time A.M.--P.M. Address PqrM't Owner Lot Builder The following Building Cude deficiencies are required to be corrected: Presented to Approved Inspector Disapproved Date CALL FOR REINSPECTION F1 YES LJ No INSPECTION NOTICE City of Tigard Building Department N.O. Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection Date Requested. '' II 1111N A.M._ P.M. y Address 912-5 4J Permit Owner— y'Gll✓�.► leY'ft,a 'Y _. Lot # _ — Builder —_-- 1 lei-t_ 'LGGte•lt.l — -The following Building Code deficiencies are required to be corrected: Presented to _ ,"Approved Inspector - _— L1 Disapproved Date - -- -- — CALL FOIL REINSPECTIM' ( ] YES Ll NO ALEXANDER F.RATER ARCHITECT•ONE HUNDRED AND TWENTY.FIRST AVENUE NORTH MINNEAPOLIS MINNESOTA 55401.612-339-0313 31 August 1987 Mr. Bra.i Roast Buildir3 Inspector, C-ty of Tigard Community Development Department 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: T-345, Washington Square Target Stores Tigard, Oregon Plan Check Response Comm. No. 9088.801.09 CommerciA1 Plan Correction Sheet Res2onse Item 1: Exit Doors 203, 203.2 Shall be Equipped With Panic Hardware. Response: Hardware on these doors is called out on the Finish opening Schedule, Sheet A10, as "Group 31." Section 8700 indicates that "Group 31" shall include "l exit device 9975L-F-BE." We have attached the manufacturer's catalog information on this panic hardware for your review. Item 2: Firestop Duct Chases and Similar Concealed Spaces Response: Notes have been added to Detail 2/A5 indicating f.irestopping of the duct chases in question. See Bulletin No. 1. Item 3: Provide Seismic Bracing on Suspended Ceiling for Uplift. Response: The 1995 UBC Standard 47.1811 requires installation of vertical braces to resist the vertical component ir6iced by lateral bracing mires. Section 09510, Article 1.03B of the Project Manual requires installation of the ceiling suspension systems to comply with UBC Standard 47-18. Item 4: Power Operated Door Actuation Response: Power operated Doors No. 100.3 and 100.4 do operate in the direction of travel for persons exiting from, and are not actuated bpi persons entering the building, in compliance with UBC Section 3304(g). See Sheet A5 for direction of door swing. Mr. 'brad Roast 31 , ;gust 1987 Page 2 Item 5: Power. Operated Door "Break Away Pressure" Response: Power operated Doors No. 100.3 and .100.4 have a break away pressure of 15 pounds. A sign stating "In emergency push to open" shall be provided in compliance with this item. See attached product literature on power actuated doors specified for this project. Item 6: Doors 132.1 and 132.2 Shall be 20 Minute Rated Fire Assemblies Response: Doors 132.1 and 132.2. are 20 minute rated doors provided with automatic closers. These doors are also provided with electric hold opens which are tied to the smoke detection system for the store. See Sheet A10, and Section 8700 Parts 2.22 and 3.03 of the Proje=t Manual. Item 7: Provide Specifications for One Hour Shaft Wall for Type I Hood (Type S3 Partition) Response: Attached is a copy of the USG Cavity Shaft Wall Systems folder SA-922 outlining shaft wall construction. As shown on Page 3, only the 2-hour shaft has been given a UL designation. However, since the 1-hour assembly has undergone a similar test to the 2-hour (U of C 4-3-75), we feel that the assembly does constitute a 1-hour assembly. We have revised Detail ll/A14 showing this assembly ' penetrating the roof per Washington County Fire District: No. 1 comments. We request that you consider the assembly shown here and in Detail. ll/A14 as it is consistent wV.h general practice for 1-hour rated shaft walls. See Attachment and Bulletin No. 1.. Item 8: Submit Searing Plans for Snack Bar 116. Response: The snack bar equipment and seating is provided by a commercial kitchen equipment vendor under contract to Target. Plans are attached for your information. Item 9: Toilet Room Wall Finishes Response: Finishes in Toilet Rooms No. 1.11 and 1.12 currently comply with this requirement. See Sheets A9 and A10. Finishes in Toilet Rooms No. 128 and 129 have been revised to comply with this requirement. See Bulletin No. 1. Itpm 10: Provide Alternate Nailing Schedule IF Staples are Used in Lieu of Nails. — Mi . Brad Roast 31 August 1987 Page 3 Response: The nailing schedule (see Detail 16/S6) _requires the use of nails as diaphragm fasteners. The use of staples in lieu of nails is not an acceptable alternative, regardless of fastener spacing. If the Contractor would propose using a diaphragm fastener other than the nails specified, the substitution procedures set forth in Section 01600, Articles 1.08, 1.09, 1.10 and 1.11 of the Project Manual would have to be followed. Item 11: Provide "Splash Block" for Outlet of Condensate Drains on Rooftop A/C Units Response: A galvanized steel drain pad shall be provided at each rooftop unit. These pads are shown on Sheet A4 as "condensate Drip Pad-Typ." and specified in Section 15780, Article 2.10(E) of the Project Manual. Item 12: Provide Seismic Bracing on a) Suspended Water Heater, b) Suspended Rigid Ducting and c) Suspended Unit Heaters Response: The Project Manual requires that the installation of a) mechanical equipment and piping (including suspended water heater and unit heaters), b) ductwork, and c) pipe sleeves through walls, allows for seismic movement. See Section 15050, Article 1.03, Paragraph B of the Project Manual. Also, mechanical equipment, ducts and piping must be installed with hangers and supports which provide adequate side bracing to prevent swaying. See Section 15050, Article 3.03, Paragraph A of the Project Manual. Item 13: Provide a Minimum of 6 Inches of Clearance From Combustible Materials to Generator Exhaust Pipe. Response: The generator exhaust pipe is rated as a low heat appliance (less than 1000"' IF. ) per NCPA 37, Chapter 6, Paragraph 6- 32. Exhaust pipes passing directly through combustible roofs shall be guarded at the point of passage by a ventilated metal thimble which extends not less than 9 inches above and not less than 9 inches below roof construction and which is at least 6 inches in diameter larger than the vent pipe. The construction shown in Detail 13/Mll reflects all of the above criteria. Item 14: Provide Drawinqs and Specifications for Type 1 Exhaust Hood Response: Drawings and specifications shall be provided by the snack bar equipment supplier for review and approvdl. R-VSLL has attached manufacturer's product sheets for your information. vis• Mr. Brad Roast Sou August 1987 Page 4 Item 15: Exit Doors 101.4 shall be 3/4 hour rated fire-assemblies. There is some confusion with Lespect to the use of "mullion" in your statement. I interpret your statement to be referring to "astragal." The hardware group specified for Door 101.4 requires an astragal for weatherproofing purposes. Most manufacturers are able to provide a fire- rated pair of doors without an astragal as part of the tested assembly. For this particular pair of doors, the manufacturer is responsible to provide the appropriate astragal if it is required by the tested assembly. Door and hardware suppliers for this project will he require to coordinate this item. The rating on Door No. 101.4 has been revised on Sheet A10 in compliance with this item. See Section 08700 of the Project Manual and Bulletin No. 1. Item 16: No Construction Shall Take Place From 9:00 p.m. to 7:00 a.m. Response: Target's on-site representative has been informed of this requirement. Item 17: Doors 132 Opening Onto Landing Shall Not Reduce Width of Landing by More Than 50% in Any Position. Response: The landing for Door No. 132 has been revised in compliance with this item. See Bulletin No. 1. MN:tlo/cmb lt8-31 trgwsh ALEXANDER F RIITER ARCHITECT•ONE HUNDRED AND TWENTY.FIRST AVENUE NORTH MINNEAPOLIS MINNESOTA 55401.612-339-0313 27 August 1987 Mr. Brad Roast Building Inspector Community Development Department City of Tigard 13125 S.W. Hall Blvd. Tigard, OR 97223 RE: T-395 Washington Square Target Store Tigard, Oregon Plan Check Response Comm. No. 9088.801.09 Dear Mr. Roast: In reply to your plan review dated 9 August 19e7, we have made changes to the plans and specifications as directed. Enclosed are two documents that respond to your comments and outline the changes made. The Commercial Plan Correction Sheet Response answers each comment you made on the-PlanRev ew CTieccuist and-Bulletin No. 1 is the format we use to make changes to the drawings and-specifl-cations after original issue. I would like to briefly explain both documents. Tne Commercial. Plan Correction Sheet Response is rased on the comments made on your 'Plan Review c'ecc ist an as noted on the drawings. Each comment is summarized and our response follows in bold type. If a change was made. on drawings or specifications, the reference to where this change can be found follows in parenthesis. Bulletin No. 1 is typical of the format we use to make changes on the construct--lon-documents after they have ween originally issued. This document itemizes each change, describes it, and references where it can be found. Each change is issued on an attached 8-1/2 x 11 sheet, or the entire sheet is reissued. Whenever a change is made, the affected area is clouded and v triangle with three numbers is placed by it. These numbers refer to the bid pack involved (original issue of all documents is Bid Pack 3) , the bulletin number and the item number. If another bulletin is issued, the first, set of clouds is removed, but the tr.?angle will always remain to indicate that a change has been made. Every change to the construction is itemized in a bulletin following this procedure. Mr. Brad Roast 27 August 1987 Page 2 Please review these two documents at your convenience. We would like to see the building permit issued as soon as possible, and hope that we have answered your concerns. If you have any questions or comments, please feel free to call collect. Sincerely, -;r �. Mark Nelson Dick B. Daniels, A.I.A. Project Architect New Stores Discipline Leader Enclosure: Commercial Plan Correction Sheet Responre Bulletin No. 1 Copv: Gene Birchill Raquel Rudquist Tom Madigan File 4 CAO:clo lt8-5 trgwsh x.�FJC l-R F RITTER ARCHITECT•ONE HUNDRED AND TWENTY.FIRST AVENUE NORTH MINNEAPOLIS MINNESOTA 55401.612-339-0313 27 August 1987 Mr. Gene Birchill Plans Examiner Washington County Fire District No. 1 20665 SW Blanton Street Aloha, OR 97007 RE: T-345 Washington Square Target Store Tigard, Oregon Plan Check Response Comm. No. 9088.801.09 Dear Mr. b4.rchill: In reply to your plan revica dated 21 July 1987, we have made changes to -.he plans and specifications as directed. Enclosed are two docum-nts that respond to your comments and outline the changes made. the Comrntrci_al Plan Correction Sheet Response answers each comment you made on tTiE P .an Review—Chec.Iist an Bulletin No. 1 is the format we use to make changes to the drawings ani-sped catzons after original issue. I mould like to briefly explain both documents. The Commer :ial Plan Correction Sheet ResRonse is based on the comments made on your Flan Review CCec-krist ancT as noted on the drawings. Each comment is surmnarized and our response follows in bold type. If a change was made on drawings or specifications, the reference to where this change can be f.nund follows in parenthesis. Bulletin No. .l is typical of the format we use to make changes on the construction documents after they have been originally issued. This document itemizes each change, describes it, and references where it can be found. Each change is issued on an attached 8-1/2 x 11 sheet, or the entire sheet is reissued. Whenever a change is made, the affected area is clouded and a triangle with three numbers is placed by it. These numbers refer to the bid pack involved (original issue of all documents is Bid Pack 3) , the bulletin number and the item number. if another bulletin is issued, the first set of clouds is removed, but the triangle will always remain to indicate that a change has been made. Every change to the construction is itemized in a bulletin following this procedure. Mr. Gene Birchill 11 August 1947 Page 2 Please review these two documents at your convenience. We would like to see the building permit issued as soon as possible, and hope that we have answered your concerns. If you have any questions or comments, please feel free to call collect. Sincerely, Mark Nelson Dick B. Daniels, A.I.A. Project Architect New Stores Discipline Leader Enclosure: Commercial Plan Correction Sheet Response Bulletin No. 1 Copy! Brad Roast Raquel Rudquist Tom Madigan File 4 CAO:clo lte-5 trgbvt A 1%.A^1 IV 1111`V1 1I11VIVMA. I" !�it11111 1 Jr.� Permit N oeaerlvllon Table 7A Mechanbal Code OTY PRICE AMT r,',,of Tigard — . ,25 S.W. Hall Blvd. t) Permit Fee o• -o 10.00 P.O. Box 23397 2) Supplemental Permit 3.00 Tigard, OR 97223 639-4175 1) Furnace to 100,000 BTU 600 incl.ducts&vents _ Furnace 100,000 BTU + — 2 7.50 incl.ducts&vents Name or Devobpinenr 3) Floor Furnace 600 incl.vent > 1-345 -- -- Job Address 4) Suspended heater,wall heater 600 Address 9009 S.W. IiALL BLVD, TIGARD, OR orfloor mounted heater _ Tar Lot Map No 5) Vent not incl.in 3 00 Lot Block Subdrviseon _ appliance permit — Name(a name of business) 6) Repair of heating,relr ig., 6 00 :RNERAI WESTWOOD CORPORATION _ cooling,absorption unit ,ONTRACTOR me"Address Prune -- Boiler or comp tc 3 HP 11>IVlbllid{ 7) absorp.unit to 100,000 BTU 600 3030 S.W. MOODY AVENUE; . , - -- - Ckyfstata lip 6) Boiler or comp to 3 HP- 15 HP 11 00 PORTLAND OREGON 97201 absorp.unit to 500,000 BTU _ _ Name 9) Boller or comp 15-30 HP 15.00 JOHN E. REI NHARDT PLUMBINGIP INC, absorp unit 1112-1 million _ r AWV AdJr*n - Preor» 10) Boller or comp to 30-50 HP 22.50 P.O. BOX 129 (503) 620-3754 absom.unit I-1.75 million_ CoMractcx Cityf8ma ZIP 11) Boller or comp to 50 HP 31 50 NEWBERG OREGON 97132 absorp,unit 1,750,000 BTU i stall Rooft mom Na. City tea.Tai No. 12) Air handling unit to 450 1870 & 36-9 # 9283 - 10,OW,CFM I hereby s&r0*%dge tail I have read dela applkation dw dee mformanon given is t 3) Air handling unit 7.50 axed.that I am see owner or&Ahorized agent of dee owner,that plane submilled am in 10,000 CFM + — axnphnoe with Steel;laws,"1 am registered with rhe Sure Budden'Board.der the 14) Non portable 4 50 rxxrww give,is coned.(M asrnpt from State mostntion please"r,asm below) evaporate Cooler 15) Vent fan connected 3.00 to a single duct _ --- -- - — 16) Ventilation system not 4.SG —- - Included in appliance permit _ -� 1 --- 17) Hood served by 4.50 �. 8/24/87 mechanical exhaust Slpeaa"Lit=oraparq) �� — Date 18) Dt melittletypis 7.SO Describe work 13 addition ❑ alteration O repair ❑ incirwator ---_ ` to be done residerdial O non-resklenital U _ 19) Commercial or industrial 30.00 _ — type incinerator of Existing g or —Other 1.e„woodstove,water 4 50 ng property �) healer,soler,clothes dryers,etc. Proposed use of --- --- buldnor Prey— --- 21) Gas piping one to four outlets 2.00 Type of fuel- oil ❑ natural gas IX LPG Cl electric ❑ 22) More than 4-per outlet I� 2.00 26.(w SUB-TO ML n THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 1110 5 SURCHARGE _ DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL �i�lill )ANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFlFR WORK IS COMMENCED. TOTAL 40.Nli Special Conditions - ---- ----- Dala issued -__---_4jr, by ._ i I I CITY UN' TIGAKU PLUMBING ' '�'� 1gKd.3 5 WW 4ok:arsa n%w hold ori Ite�latration to cwWW a p(urr"M PERMIT 6175 business or v%M be M"ty ownw/operat«not Mdq outside help. Narr11a of OevewpnwM TARGET T-345 _ MumMnK Permit Nt►., — Address1 9009 Oaerrtptra+ W OAS 814-21410 OUAN. 'AICs AMT lJob Tar Lot MNIL No• Addreu FIXTURES Let 9loetr moo^ Sk* 6 7.50 45.01 Norris(or narrra 7.50.- -- 75.0 GENEI�AI, WE TWOOD CORPORATION Tub orTubrShowerComb— - - _714 Address Shw w" 150 CONTRACTO 3030 S.W. MOODY AVENUE -- 1P,y1I#)t / � WNMCbsN -- ----- � --- 750 1) Dishwasher7 so Ph" GarbagrrDispoaai — - _-- 750 (503) 222-2000 wa0*vmmchme - If so Nam Floor Dram -- - - 6 t 50 45.0' RGI 'i' T-345 _ -- _ __. _ - -._. r, my ress Phoro* Water Healer - t 15.0' 009 S W HALL BLVDa LaunuryRoom Tray •- Occupant City/Stale ZIP Urinal 3 7 50 22.5' TI_GARD OREGON 97223 _ Olt Fixtures(S11w*i 30 _ _ 750 _- ?.5.O1 w JQHN ' RETNHARDT PLUMBING. INC. CONDENSATE PUMP _ I _ tso 7•r More" 750 ' BOX 129 (503)6 0- C.Wt www / M zo _ NEWBERG, OREGON 971`2 MISCELLANEOUS - ax Na. Sewer 1141 lar �0 00- --.. 283 Se�rw-m Aden.1100 _ 11 s 00 FAQft IIc. - -- - - -- ( 36--9 wales Service 1141 1100 - -- - _ 2000 1 hwsby ado rowAadpa ansa!I IMM read sera apptir.Mon.tees thrr krormaaan wow Swvim as Aom.20D' — plvsn is oorrsal,ow 1 an11 rspl A 1 VAM the Swe&Ades Bawd.and Mao Siam a Rak.Orak+1141.1100 -- _-- 30.00 Nave a Stow Pkrnhkq losses that tea mord ws givwt are Corlect.w41 as t 500 Ow"worn w41 be dons M aoomignos rrMr gVNOabM prwiai -d Of& 9tarm a Aayn Drain AddN�t oo _ _ pon Raviml S11aame Chaplwa 417 and 003 and appioabb cache and Mu' limb- Forma Spada MOO no twp wS be ampbyad uamme aowxsed under ORS!era.(M a1 10 ham — - - sum rsghlrsti x%plsaaa pea reason below►• Sava or rd*olull 110ME0W*HS-I harabp oarlh the 1 am tea 6w w 01 rn PlWarty 6119 Davin a Ma PolknYon O.r+oa &A m aboMe,d w1id l oaron I popeae a maks a pwsrbkt0lnrlabaron lar Any Trap or WON W,, my awn uta sd 06 m i qwq Y not bakg aar.Mauftd Iw Wa,Mw«rent (brmwftd b a F1>filra - Calah wain 1.l0 kw of FAN.rtu»" 40.00 Nr W R.qu..Md ktapaawons _ a0 0o w it Alter.at F%m#*j"W an Ex141kq Oft. 11 too nMn Al1TNOR SICIIIATL � i -- Deft NOW SI or 8M.Adolron M.001an �� 8/24/t7 Earml _ Desert*week nawa addilion Q Mlw'eron ryrimpair O dwe]lit — — 15.00 ngww -- -- F 1110 use 01 bul ft or properly dSi Xn iL1110t � 24. 5 _ el►ptttparty -_.._..--__-.- - - TOTfaI X19. 5�. Tft—♦goon"NA and Vold N wwk w o swm,jc rr i wirver sad M not carr► atfanoM nA�drl 110iNrar S ebrrn+atMrt r MIRK eUwy' '»=�r+dayd In a Pelted 4110 ftl d wV halls ata►wwk b emmin" BONE 00MoIHON1 - dela Mesad -.S [[ by August 18, 1987 CITYOF TIFARD OREGON M r. i g Evans 25 Years of Service W-3tw A Constr•ucUon 1"51-1986 3030 .W Moody Avanuca Ijoetland, OR 9/201--4897 ~`` ---- � RI Washington r'irc•lc!, 7argel stor•p 9C)09 ,W hall #j(,O Hoch- Mr. Fvar;s : A plan review; hiss been conducted fur• the "Ioundration Only" pcgrmil r ?f,)rencod Project. The follru.;irp3 sha11 apply : 1 All reinforcing steal shall be t ieci ir, phaco. 2 Approval of fuutings arid four►dations is nuc a equ..trantc!cr of ccpprov�l f the ontir•e project. I C:oncroto testing shall be prrcvified ,+s per UBC Section 2604(c') . ;ubmj1 test reports to this offic•ca. If you havo any questions, p101440 0011 Me at 635. 41'11 . 13incerely, (wad Roast Puilding official cn/0536D i I i I I i Blvd.,P-0,Br-lx 233?7,tigord,Olegon 97223 1 CITYOF TI�sAR® August 4, 1987 OREGON 25 Yeam of SeMce 1961-1986 Mr. Mark Nelson R.S.P. Architczts 120 lat Ave. N. Minneapolis, MN 55410 RE: Target Store, 9009 SW HR11 Blvd. Dear Mr.. Nelson: A plan review has been conducted for the above refe -inced project. The following shall apply: 1. Exit doors 203,203.2 shall be equipped with panic hardware. 2. Firestop dint chases and -siailar concealed space@ at floor and ceiling lines. 3. Provide siesmic bracing on suspended ceiling for uplift. Install rigid brace vertically at each lateral brace from grid to structure above. UBC standard 47.1811. 4. Power operated doors shall have actuation device start opening of door at 8 feet 11 inches froze door (door 100.4), if opening towards flow of traffic. UBC section 3304(g) exception 3. 5. Power operated doors shall give way under pressure in event of power failure. Required pressure to open shall. not exceed 40 pounds. Door(s) shall be provided ;ith sign "in emergency push to open." UBC •action 3304(b) , UBC standard 13-1. f+. Doors 132.1, 132.2 opening into 1 hoar corridor 132 shall be 20 mis.ute fire assemblies. 7. Prv�-°Oe specifications for 1 hour shaft wall for type I hood (type 93 partition). 8. Snbult seating plan for snack bar 116. 9. Floors of toilet rooms shall have a non•-obaorbant finish for 5 inches up rail. Walls within water closet comp•rtaents end walls within 2 feet of urinal shall have a non-obsorbant finish up 4 f'rt (paint not acceptable). 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon ^7223 -- Letter to Nelson Page 2 August 4, 1987 10. provide alternate nailing schedule IF st"ples are used in lieu of nails. 11. Provide ' splash block" for outlet of condensate drains on roof top A/C units. 12. Provide seismic bracing on: a. suspended nater heater b. suspended ridgid ducting c. suspended unit heaters 13. Provide a minimum of 6 inches of clearance from combustible materials to generator exhaust pipe. 14. Provide drawings and specifications for type I exhaust hood showing: a. hood dimensions b. constructf.on materials c. location and type of fire extinguishing system d. clearances above cooking units o. types of cooking units being served by huod 1.5. Exit door.@ 101.4 shall be 3/4 bout rated fire-assemblies. A center is mullion required on double fire doors, unless assembly is approved without. 16. No construction shall take place from 9 PM to 7 '.N. 17. Doors 132 opening onto landing ohell not reduce width of landing by more than 501 in any position. If you have any questionu, please call me at 639-4171. Sincerely, Brad Roast Building Official ce/0345D i Washington County Fire District No. 1 20665 S.W. Blanton Street Aloha, ore;;on 97007 Bureau of Fire Prevention 619-8577 Plans Examination Report No. County Plan No. Buiidins. Target Store - T-344 Occupancy B-2 Retail Sales Addrrss- 9009 S.W, Hal B leyard __Comtruction Type V-N Architect/Designer Alexander F. Ritter Archi gL Addres._120 First Av nue N = _ Minn. MN 554LQ Owner (urclet Storet Address39-0313 6 2-370-6073 $tt)rIH 2__First Story Area*101.95 S=---__._.Ban 1 17sement Area None Attic Height 6 tT Drag Stops Yes __._Fire Wail, None g Yes Httita� .and Totai Width 62, Stairs—rs_ _Yes Enclosed-1-0s /Enclosed Yes _�prinklets Yes Area Covered---1-00% .------Manual Alam_NO NO _._..Standpipe_ _ Combustion Detection No hype -' /Area Covered_. '- Fioor_ Concrete ____Ceiiw _jspended _Roof_ Fire Resistive Str.Memmbers Steel/wood/�oncret_e _WOMCovet(Ext.) Oryvit Gyps__um Board Hcatini System— H VAC Fuel Gas Coolint System Int r_d g a l The pions for the above described project were referred to this office _ 7-17-P7 and reviewed 7-71-R7 for conformity with State and mond fire safety laws and Listed es follows arc applicable requirements for whkh we bout found rev prowl U our esafety ion of the drowion aenerul,rotes and/or spec&7cations. *This is type V-N fully sprinklered with 60-foot yards and is considered as an unlimited building. Adjacent structures (strip shops) and Lamonts are included in the application. See attached pages. Bert T. Parker Applicant: ''re Hai rahal Westwood Corporation 3030 S.W. Moody Avenue Portland, OR 97201 f;erie Bi rchi l l Fire Prevention Officer cc: Tigard Bldg. Dept. Inspector Bob Ray Form 900/3 Target Stores Revised 10/8.3 Plans Examination Report Page 2 A fire and life safety plan review was conducted on the above- captioned project for compliance with the 1935 editions of the Uniform Building Code (UBC), Uniform Mechanical Code (UMC), Pid the Uniform Fire Code (UFC) as amended by Washington County Fire District's Ordinance 86-1. 1. Driveways that are the minimum 20 feet width shall be posted with signs stating "NO PARKING FIRE LANE". (ORS 478.910) Said signs shall be mounted not over 6 feet above nor closer than 4 feet above grade. (UFC Article 10) 2. Note: Door (1106 is r 20-minute required door. I think door 11105 which did not show on the plans aut :shows in the door schedule as a 20-minute door was confused with door 106. 3. Hood and Duct Shaft: Details on 11/A111 and 12/A111 did not clearly indicate 1-hour fire resistive construction in that ex- posed steel framing members can be seen or will be exposed to the Inside of the duct shaft. Also, the gypsum board stops at the bottom of wood roof-framing members should extend beyond those. Please redesign and resubmit these details more clearly indicating 1-hour fire resistive construction. Please submit listings of these system to this office. (CMC 2002(d)) 11. Corridor Construction: Details 10/Al2 and 16/A14 did riot re- present 1-hour fire resistive corridor construction. Type X gypsiun board shall be extended to the roof deck and tops of joist shall be protected as per 1-hour fire resistive-listed system. (UBC 3305(8)) Design and resubmit, the above details for approval. by this office. NOTE: The above two items can be redesigned and resutmitted on fs 1/2 x 11 sheets and will then be attached to the conditionally approved plans. 5. Corridor Opening Protection: Openings in the fire resistive corridor from room 201 shall. be protected with 1/4-inch wired glass set in steel-frame assemblies. (UBC 3305(h)) 6. Provide this office with a seating layout of the snack bar. (UBC 3302) 7. Provide this office with diagrams with cooking equipment layout. (UBC 302(b)) Plans Examination Peport Page 3 8. Provide this office with shop drawing of hood and duct and protection systems to be installed in the hood duct. (UBC 3302(b)) 9. Provide this office with shop drawings of automatic sprinkler sys- tem and calculations. 10. Firestopping: In all wood-framed wall and partitions, fire- stopping consisting of 2-inch nominally-sized lumber or other approved materials must be Installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accom- modate wiring, plumbing and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. I'IBC Sec. 2516) NOTE: This paragraph will only apply if wood studs are installed as noted on various areas of plans in lieu of metal studs. 11. Exit Door hardware: All doors shown on the drawings must be oc�nahle from the inside for Immediate exit at all times without the use of L key, special. knowledge or effort. (UBC Sec. 3304) 12. Exterior Exit Door: Hardware for the exterior doors and key- aperat� deadlocks :-ay be permitted where there is a sign posted on or over the door reading, "TILS DOOR MUST REMAIN UNLOCKED DURING BUSINESS iiOURS" in letters not less than one inch in height on a contrasting background. (UBC Sec 31,04) 13. Double Door Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having the automatic, flush bolts munt have no door knob or surface-mounted hardware. The unlatching of any leaf must not require more than one operation. ;)PC Sec. 3304) NOTE: The 3 above items relating to exit door hardware were called because of the extreme complexity of the door, hardware schedule and uni'amil.iarity of some of the t-,rns used in it as well as not, having m<:nufacturer's data catalogs on the equipments. Please submit manufacturer's specifinations sheets (cut sheets) to this office on all of the hardware noted in the specifications. Upon receipt of this material a review will be conducted on the door hardware and farther requirements may be called c- the door and hardware schedules. (UBC 302(b) Plans Examination Report Page 4 14. Doors 11106. 1 and 11110 (bottom of both exterior stairways) shall be equipped with panic hardware. 15. Insulation Flame Spread: The insulation, includi.ng breather papers and vapor barriers which are not in contact with the upper surface of the ceiling and under surface of the floor, as the case may be. must have a flame spread rating of not to ex- ceed 25 and a smoke development classification of nut greater than 450 as measured on the Steiner Tunnel Test scale referred to as UBC Standard No. 142-1. (UBC Sec. 1713) 16. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emer- gency vehicles. (UFC Sec 10.280) 17. Approved Plans on Job Site: One set of approved plans bearing the stamp of the Tigard Building Department and this office must be maintained on the project site throughout all. ohases of construction and must be made available to building and fire inspectors for reference during required construction in- spections. (UBC Sec. 303) 18. Inspect ons Required: Inspecti.r,n and approval of construction by+a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occu- pancy of the tenant space. (UBC Sec. .305) 19. Required Occupancy Certificate: Prior to the use and occu- pancy of the projer:t Fpace�,�a certificate of occupancy or other written instrument of approval. must be obtained from the Tigard Building Department. UBC Section 307) ?J. Well Panels: a nnections and gas in wall panels of the wall adjacent the strip shop shall be protected with materials that, hale 1-hour fire resistive ratings. 2.1. :and Use Agreements: This office and the City of 'Tigard are stili awaiting revised common land use agreements as needed for '.he application for unlimited area for this structurs. Without the filing and approval of this Instrument by both the Fire Dis- ti-Irt and City, plans caYmot be approved with exception of the following note. The plans are conditionally approved :3uh•ject to the abo•.e items being corrected and complied with. If I can be of any Furth eo assistance to you, please don't hesitate to call me at 649-8577. CITYOFTIFARD N0. 24072 13125 S.W. HALL BLVD. P.O. BOX 23397 Date TIGARD,OR 97223 Name _ Address Lot Block/Map Ift 'P,d1 IslonlAddrese j Permit Wa Bldg. Plumb Cash Check - Sewer Other (Other Rec. By / Arct. No. �— Devcrlption Amount 1x432_ Building Permit Fees —_ '.J-431.600 Plumbing Permit Fees _ 10.431.601_ Mechanical Permit Fees 10.230.501 State_Bldg_Tax 10-433 Plans Check Fee _ i)✓ 30 443 Sewer Connection 30.444 Sewer Inspection 51-446 Street Syst, Dev. Charge 52-449.610 Parks I Syst. Dev. Charge 52.449.620 Parks 11 Syst. Dev. Charge_ 31-450 Storm Drainage Syst. Dev. Charge �^ I 10.430 Business Tax 10-434 Alarr,i Permit 10.227 Bali i 10.4. - Fines -TrafficlMisdlParking 10-230- CPiH Traff;clMisdlVic. Asst. 10.466 Indigent Defense u 30-122.401 Sewer Service/USA 30.122.402 Sewer Service/City 30% 30-123-. — Sewer SevicelCity Maint — 30125 Unmatched 31 12A Storm Drainage — 45-47 ancro t Prin. Pymt. — 40-4 1 Bancroft In/t. PiyJmtt L / TOTAL � CITY OF TIFA RD No. 23971 13125 S.W. HALL BLVD. F.O. BOX 23397 TIGARD,OR 97223 Name Address — Lot Block/Map Subdlvlr k n/Addrbd r � Z'/ Permit - Permit Ws Bldg. Plumb Cash Check Sewer A Other _ Other Rec. By f i Acct. No. Description Amount 10.432 Building Permit Fees — 10.431.600 Plumbing Permit Fees 10-431.601 Mechanical Permit Fees _ 10.230.501 State Bldg. 10.433_ Plans Check Fee_-- 30-443 Sewer Connection_ 30.444 Sewer Inspection 51-448 _ _Street Syst. Dev. Charge_ 52-449.610 Parks I Syst. Dev. Charge 52-4i9-620 Parks II Syst. Dev. Charge 31.450 Storrs Drainage Syst. Dov. Charge 10.430Business Tax_ 10.434_ _Alarm Permit — — � 10.227 Bail — —_— ---- --- ---- - -- 10.455- Fines - TrafficlMlsdlParking — -r 10.230 CPTA TrafficlMisdlVic. Asst. ---— — 10.456 Indigent Defense --- ---- —� —�� ----------------- 30.122.401 &iwer Service/USA_ 30122 402 St:wer ServicelCity 30% - --� 3 123 __ Te Ner SevlcelClty Maint. �i- 30.125 t n,nafched 31 1?4 Sturm Drainage —�- 40-47�— antro t Prin. Pymt. -- 471 Wanr.roTt Int7ymt. _ TOTAL j DOT. � ALEXANDER F RITTER ARCHITECT•ONE HUNDRED AND TWENTY•FIRST AVENUE NORTH•MINNEAPOLIS MINNESOTA 55401.612-339-0313 9 June 1987 Mr. Brad Roast City of Tigard Department of Building and Safety 13125 SW Hall Blvd. Tigard, OR 97223 RE: Proposed Target Store, T-345 Southwest Hall Boulevard and Scholls Ferry Road Tigard, Oregon 97223 Dear Mr. Roast: I would like to thank you and Mr. Birchill for the 'time spent with me during our preliminary review meeting on 20 May 1987. I found the review to be very informative. Your comments will be incorporated into our documents and should help to reduce plan check and revision time. Enclosed is a copy of the revised code document for your use. I will be sending a copy to Mr. Birchill for his use and review. The code document inciiides comments from our meetinq and your telephone conversation with Mr . Mary Loper of our office in bold type. If there are any discrepancies between the annotated code document and your interpretation of the requirements, please contact me; otherwise this document will serve as a record of our meeting. We will be submitting our final documents for review shortly after 6 July 1987. If you have any further questions or require any additional information regarding the project, please feel free to call me collect at 612-339-0313. Thank you for your time and cooperation. Sincerely, Mark Nelson Dick B. Daniels, A.I.A. Project Architect New Stores Discipline Leader Enclosure: Code Review Document 4 June 1987 Copy: Raquel Rudquist Tom Madigan File 4 MN:clo 1t6-9 trgwsh i N& CITE nFaP June_ 8, 1987 OREGON 25 Yeois of SeMCe 1961-1986 Mr. Kerry Cook Dames and Moore 1220 SW Morrison Street Portland, OR 97205 RE: Washington Circle/Target Dear Mr. Cook: In a telephone conversation of June 5, 1987, you clarified the soils report for the above referenced project. There wiis a question with regards to the maximum allowable soil. bearing valve for spread footings, more specifically whether the one-third increase for all loads, applied to the 3500 PSP value with increased width and embedment, which you stated did apply. You also stated those values were for application during "dry" weather, and alternate methods would be employed should inclement weather be present during construction. If I have misinterpreted otir conversation, please call me at 639-4171. Thank you for your assistance. Sincere'y, Brad Roast Building Official BR:cni1719W !i I 13125 SW Hall Blvd.,FSA.Box 23397,Tigard,Oregnn 97223 (503)&39-4171— --- rr ao co In o CIf)C y b N * a. i !c bad b ) a N Q+ W 44 a c z H � - 44 4-4 CD 44 44 r4 Ln >>< �In Ln [^yy! ao u co V co v+Q •rel CO �. t1 u O 4 41 4J w 4-J 4J w 4 C , co Ito co � v � co —4 ai -4 � � � Q C) U �a T� d U ,4 N U - U 4J C9 u U � U co U 'i `' ,ro U � roroko Uu 0o M•4 Lr•-1rn 14 u -H co tr C) C u C uu _ Flu C rn 'ti & C bIO, C b C t vi .+ u tn 81 111 44 u CU 44 u CO 4. u %D 000 44 t r W i In In WIU. f Uv a w 4 � 4J n n 4In ! LA O QCT In I ?; ro ro ro bro � ro wed u �Q,1 u uu W1'•1 "In 4J � b I ro` b a w w y Ln 0) •H 4 ao u u W 4 w Go r �7►r��f •� Qui °•-4 .I �$ rn Ln co u U T. 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Cu w w b0 ucn y a Hw co Ln U N di 14 J.J U O) u a, N 1-1 N c V) •.-1 ��Wyy H N 3 CITY OF TIOA RD N o. 2 2 8 4 9 i 13125 S.W. HALL BLVD. P.O. BOX 23397 Date TIGARD,OR 97223 __ Name Address Lot Block/Map Subdivislon/Address Permit M's Bldg. Plumb CaTsh Check Sewer Other Other Rec. By i r—Acct. No. _ _ e Description Amount 10.432 Building Permit Fees 10.431.600 Plumbina Permit Fees 10.431.601 Mechanical Permit Fees _ 10-230-501 State Bld . Tax 10.433 w Plans Check Fee _ 30.443 Sewer Connection 30.444 Sewer Inspection 51.448 Street Syst. Dev. Charge 52.449-810 Parks I Syst. Dev. Charge 52.449.620 Parks II Syst. Dev. Charge 31.450 Storm Drain►ge Syst. Dev. Charge _ _ 1U-430 _ Business Tax 10.434 Alarm Permit 10.227 Bail - 10.455- -- Fines -TrafficlMisdlParking 10-230• CP•rA TrafficlMisdlVic. Asst. 10.456�J Indigent pefense` '�_ 30Se .122.401 wor ServlcelUSA 30 122.42 Sewer Service/City 30%� _ 30.123 Sewer SevicelCity Maint. _ 30.125 Unmatched J _ 31.124-� Storm Drainage 40�7ancro–T'Prin. Pymt. _ 71 ancroft Int. Pymt. 7• �� TOTAL � I DtpT. Ys PITIED SUPPFS PtAUtt AIRCHITECTS IIi INASSO(,WAIT A11FrWACH8IIN1)YI?f) II" - ARCHRECTS ENOIHOMS•PLANNERS RSLL CN c HUNU*O WNTv 1`1W AVFNUF NOAtFI MINNt AR-XIS MINN[WA 5,.4101 hl?339 O313 TAdNSMITTA I IMMM lbpw FOII&T DATE MkY Cffy w TI&AKp Pmt 011,106• E COMM.NO gp0o• 8p I •DLJ FILE NO Z, Copies of tronsmitl(il l„ w/enclosure -nom oma P40Et. 14VOIn 1 Tom wt etoill X COIF WkSHWIOT'O.A SQ16*045 106e. Ao1• 001M) rC " 'i iH l(_(' T•'y4S' )9.e. 1354 E'1.IT AT WJ- fib• WE ARE SENDING )11C Enclosed Under separate cover VIA ❑ Mail I I Federal Express Hand delivered ❑ Evpress Mail UPS owwn THE FOLLOWING i Transparencies I 1 Sampk s ❑ Specifications 1 Prints Copy of lettw. drNo ❑ Shop drawings ACTION REQUIRED X For your review ❑ Approved ❑ Submit specified Item ❑ For your approval ❑ Approved as rioted ❑ Revise and resubmit ❑ For your use ❑ Rejected/Resubmit ❑ No resubmittal required C] As requested I l For distribution ❑ El Prints returned after loan to us COPIES DATE DESCRIPTION l mlllll� rt '�� ' �'� s1�w, ce REMARKS n _ 4-6 �► . ` V; � , . - 01Y1mo� cede, p4v�'w w,I ( --�,;Vloo 1� WASH I NkTO N I FIXT 5QU��E T-3311 I I EXIT AT ADJACENT I I 8ui �aI N k r I I PARCEL. t.INE I 61-06 Y a ' 0'-t." FACE OF EXIT STRIPIUq TA T TO a P1►IZCEL LINE a d S'-T" FACE OF/Ul +� Z I TAK(r&T Tb O d FACE OF APJ.' p a � o 0 8LD4. Q z F- n Z I t �Ulto 4-E ADJACEAIT I3UIL-0I Ulf t TAIR-4ET STDRE The Callison Partnership May 18, 1987 Architecture City of Tigard Programming Community Development Department Planning Interior Design Attn: Brad Roast 13125 S.W. Hall Blvd. P.O. Box 23397 Tigard, Oregon 97223 Re: Cafa(o - Washington Circle PIP:zo Pre-submittal meeting of May 8, 1987 Project Number 87042 Dear Brad: Terry L.ettic arid I appreciated the opportunity to meet with you and Gene Birchill early in the design process of this project and discuss issues of concern to you. I want to highlight the important points of our meeting to make sure that we are proceeding based on correct information. A. We are to provide a one hour wall adjacent to Target's east wall that will extend from grade to the underside of the steel roof decking. The lower 12' of the interior gypsum wall board will be provided by the tenant under a tenant improvement permit. B. We are to provide a one hour protected tunnel through our building which will p•ovide a clear exit way from Target's souti.aast exit door to the public way. Within the side yard agreement we will incorporate an easement on our property for this assembly. C. We will provide signage in our rear exit/service corridor prohibiting storage of any material. D. We will calculate our occupant load for Lamonts' fitting rooms as one per trx)lll and add this load to that of the sales floor. F. You determined that Lamonts' exits are reasonably separated. We will provide a gate at the e.,st stair to keep upper level traffic from continuing past the exit door into the lower level. 1423 Third Avenue Suite 300 Seattle,Washington 96101 (206)623.4646 The ielli%on Paorierfhip ltd,A corPOStNM JI Cafaro - Washington Circle Plaza Pre-submittal rnecting of May 8, 1987 Project Number 87042 May 18, 1987 page two F. Oregon Amrnendments to the UBC, Table 5-E, footno;e 3 exempts retail uses from provision of public restrooms. We will provide restrooms for Lamonts' employees. G. We will sprinkler elevator hoistwuy and all electrical rooms. These items are an accurate account of the meeting comments to the best of my knowledge. Please contact me if any questions arise or any discrepancies are observed. incereiy,--�\ I Jirrl .5motherman, AIA The Callison Partnership, Ltd. j ims/13 cc: The Cafaro Company: Terry Lettic The Cafaro Company: Gus Rigas The Callison Partnership: Bob Tindall, Steve Dwoskin dl!l P f-R11 I ER ARCHITECT•ONE HUNDRED AND TWENTY.FIRST AVENUE NORTH-MINNEAPOLIS MINNESOTA 55401.612-339-0313 14 May 1987 Mr. Brad Roast City of Tigard Department of Building and Safety 13125 SW Hall Blvd. Tigard, OR 97223 RE: Target Store T-345 Washington Square SW Hall Blvd. and Zholls Ferry Road Comm. No. 9088.801.12 Dear Mr. Roast: Enclosed you will find a preliminary set of construction documents for the Tigard Target store. I have included preliminary drawings for architectural, structural, mechanical. and have included the electrical drawings for a similar store being built, in Corpus Christi, Texas. I have also enclosed preliminary civil drawings, CRI (a drawing showing our exiting strategy), and a copy of our Code Review Document which outlines most of the issues that we would like to review wish you. I am looking forward to our meeting on Wednesday, 20 May at 9:00 a.m. at your offices. Raquel Rudguist, the Project Architect for Target :Mores and I will both be attending. Thank you for your time and consideration. Sincerely, �y Mark Nelson Dick Daniels Project Architect New Stores Discipline Leader Copy: Raquel Rudquist File 4 MN:clo lt5-14 trgash r m rn .q p 1N � N y N C O Q4J fa Aj W ro ro 44 N W w 44 44 w -,w --w � w a s Ln Ln Ln 0 4J1 U4 � A � 1 U.) co � rnai rn rna 0i rn = O !� u Qi U •� al C) a; aid+ a;u $ �" ai C9 U ro co cr•14 rr� a� � U � coo O U _U _ U b 84 ;8 b In K ' 41r 1 4j r•1 to ►ro+ U 00 44 44 01 LI 0) H � 01 .11 � � •• tn u N [ a c a Lno MM o. N J► O H � 76 M ro o -2 4J 4.) ro ro 44 _ w N wUw w Z d) a Goo a -4 Ln 0.1 JJ -H Ql 4 ri N w m w r � �41 t� ai v GB g u u a v) o a, U cn v 4 •rl .-•1 •r1 W 41 W r i r-•) JJ ro ro • W u~ .4 u W %DD 4 1 ch 4J W I tn tn tn r_ � 9 � r. M H O A O 4 i r M N N Ln Ln Ln Ln Ln U') 0 0 r rn N C N Ln 4ro4 r44� O C) C N N N M O C) C rt! r4 N o O 4.)I-4 W r-4u i� t� D bA bq � m urn ripro 41 u C7 1~ O 1-4.� u A •-1 ri O C. m " Li a 8 u o 44 44 tv u in 64 roro O t E+ O ►�+ O O 14 tl! 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J.J • 1 1) p •r•1 N � C 0 0J Z u N u it N u 4-J O a CU .-1 • 4 N U C r1 _ aaHt"4aaM 1 4J - a p fo 1-4 u u aaC: -AW � � Aoaa 64 4.)oo G� U +o) UC 41 CL� L7 •� In z •.+ x auZ QrZ — Us cn u co i• � ra-1 � Q W IO .� C N QCTI Up Ln c 4j w to -4 u3 U3 o �' rj aro as w 2 CU 44 W a fL a �J U 1J H H r 4 14 Ql 4J 411 O N (' •} {.� f0 w a ton C>) ) H c 3 w O N Aa N U I 0 (D ►� a a 'b a W C U U o tCv. a C u rd a N u u�yy p. a -4 a— a O 14 'v Q-4 N .-� • u � � 4-0 v u CL 0 La `� u 4 & to a b a u a) �y a V) fbro�+ 1d f0 W a N C rt1 Li CL wO aD aD N N a H W v v 4$ W „ Ln r-1 � rt7 y U N 41 N U -4 1 u 1 w a � L, a r♦ �y N w � ►� N The Callison Partnership Ar 1, 1981 CAFARO - %VASHIHGTON CIRCLE PROJECT OIRECTORY Proje, t Number 37042 OWNER: The Cafaro Company 2445 Belmont Avenue P.O. Box 2186 Youngstown, Ohio 44504-0186 August,rs C. Rigas, V.P. Construction 216/747-2661 Ohio FAX - 216/743-2902 The Caforo Company One Bellevue Center #350 411 108+h Avenue NE (Bellevue, Washington 93004 Terry W. Lettic, Project Coordinator Ed Cronin, Leasing 206/646-3212 FAX - 1.06/455-5950 CONTRACTOR: Lease Crutcher Construction Cornpony 4330 148th "JE P-O. Box 811 Redmond, Washington 93052 Bill Guedel - 455-2480 Howie I!ellogg CIVIL ENGIbEER: MacKenzie ngineering 0690 SW Bancroft Street Portland, Oregon 97201 Tim Mc(,idre - 503/224-9560 Lance Stout ("AFAI.O - WASHINGTON CIRCLE PROJECT DIRECTORY Project Number 87042 May 1, 1937 page two SOILS ENGINEER: Dames and Moore 1220 SW Morrison Street Portland, Oregon 97205 Anthony Wright - 503/228-1688 ARCHITECT: The Callison Fartnership, Ltd. 1423 Third A\enue Suite 300 Seattle, Washington 98101 Bob Tindall Ste-ve Dwoskin Jim Srrotherman - 206/623-4646 FAX - 2.06/623-4646 Ext.399 STRUCTURAL ENGINEER: ABKJ 220 West Harrison Seattle, Washington 98119 E3harat Soli - 206/2:35-1185 Tom P i'tsford MECHANICAL./ELECTRICAL: Hargis Enginef ring Tower Building Seattle, Washington 98101 Gordon Harfst Mike Logan (electrical) - 7052 Jerry Harris (mechanical) - 206/682-6452 LANDSCAPE: GRAPHICS: LIGHTING: ESP LL ll'1'F AUT Z ARCFHITECTS IJD. • IN ASSOCIATION WITH SETTER LEACH&LINDSTROM INC ARCHITECTS,ENGINEERS AND PLANNERS 21 April 1987 Mr. Tom Pleacher City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Re: Roof Design Live Lnad Washington Circle Target Sto:F Comm. No. 9088.801.09 Dear Mr. . Plescher: The purpose of this letter is to confirm the roof live load criteria per our earlier telephone conversation. The roof will be designed for a 25 psf snow load based on local requirements per UBC Section 2305.(d' with a load d,,Lation factor of 1.15 for wood members. Because our design incorporates a flat roof, a ponding analysis will also be performed based on a 25 psf water and snow accumulation with a load duration factor of 1.25 for wood members. This is based on UBC Section 2305.(f) water and snow accumulation. The design will be based on the controlling condition. if, in your review of this letter, your interpretation of the subject matter differs, please notify us. Sincerely, .Eugene M. Dwyer r Mark Nelson Structural Engineer. Project Architect Copy: Raquel Rudquist Gene Dwyer File 4 PH:clo lt4-21 trgwsh ONE HUNDRED AND TWENTY• VIRST AVENUE NORP I • MINNEAPOLIS MINNESOTA 55401 • 02.339-0313 MACKENZIE/SAITO&ASSOCIATES,P.C.,OREGON MACKENZIEJSAIT0 J&ASSOUATES,P.S.,WASHINGTON 0690 SW BMCROFT STREET PORTLML` OREGON 97201 (503)224.9570 RECORD OF TELEPHONE CONVERSATION JOB Target - Washington Square JOB NO. 286481.013 DATE— 2/19/81 TIME (Ret. ) — _ INCOMING CALL PERSON Bill Monahan _ OUTGOING CALL COMPANY City of Tigard PHONE N0._ SUBJECT.- Signs HFMARKS Tigard will accept the development review package approved by the County, including the freestanding sign which will be "non-conforming" to thn City code. Further, the City wi li issue a permit for a wall sign of 165 sq. ft. , which conforms to City code but was not part _ of the County package. This is based the premise that the approval for the County package has separate and _ viable standing as opposed to the City code criteria which would be independently enforced as may be necessary. Lans Stout LS/smk `cc: Bill Monahan, City of Tigard __T_Vm_Ram3s, Attorney -- Terry Jacobs. Target Frank Spears, Attorney ---- er ry Lo�ng_, Ad Art RickaS ito, NfTS_A — - --- —. Phil Rirh1 y,_Ca.farm C,= y -- --._ Bob Jackimowicz , Cafaro Company INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone. 639-4175 Type of Inspection - ---------- � Date Requested L L- 11me AM P.M. ` Cl� c�- — — _ Permit # C 'L� + Address Owner Lot # Builder The following Bjilding Code deficiencies are required to be corrected: 10 Presented to _�.— [ Approved Inspector __ Disapproved Date — C?iLL FOR REINSPECTION CJ YES ❑ NO AL -�C l e l,LO�Cl � LA I 1CQ`t j kc� ' t-- �Yet \O > 1 ,Tcrr-t I 4A + vq po-cig i1 I - -( bon J �/ /- L, � � �O tcPV �'iG�fC �l�( � � � � �� IIIHN E. IiEiNNgItI1T I'Lll:'NIIINC, 1N1". c110 South Center P. O, Ho. 129 Newbery, Oregon 9711- '08-9464 A'I"I'ACHMRNT TO 1)1,l1MfilNC PERMIT APPLICATION FOR: TARGET T-345 9009 S.W. HALL BLVD TIGARD, OREGON 9722.3 US'I'A I L, FOR: _OTHER FIXTURES �> MISC FIXTURES 1 CREAS's TRAP I ICE MAKER HOSE BIBBS 2 WATER COOLERS 7 ROOF DRAINS 5 FUNNEL DRAINS I WATER FILTER I DRINK DISPENSER (TOFFEE BREWER I DIPPER WELL, 30 'TOTAL, Property Description Dec. 16, 19116 Parcel 1 Rile No. 66-1394 Description of a Parcel of land situated in thea S.W. 1 /4 Suction 26, Township 1 South, Range 1 West , Willamette Meridian, Washing- ton County. Oregon being a portion of that certain tract of land described in Book 909 Page 727, Recorded March 169 1973 and a portion of that certain tract of land described in Took 439 rage 7153, Recorded Jan. 17, 1961 , Washington County Deed Records, said parcel of land being more particularly described as followsi Commencing at the initial point of "DAKBURS'" , a recorded plat; thence So+,th 89.40 '24" East along the North line thereof 435.37 feet tr a point in the West line of a tract of land Recorded in Snook 245 Page 6391 thence North 00' 12'33" East along said line and the West line of that tract of land Recorded in Book 0376 Page Mi, 1983.00 feet to the most Westerly Northwest corner of said Boob; 576 Page 196 and the point of beginnings thence North 00' 12 '33" East 300. 57 feetl thence North 00.20 '05"' East 656. 14 feet to a point 30. 00 feet uthwesterly of (when measured at right angles) the centerline of S.W. Hall boulavardl thence South 46' 21 '241, East parallel to said centerline 501 .69 30. 00 feet right of Engineer 's Centerline 8tation14*2it.22 "P.C. thence along tho arc of a tangent 602. 62 fact radius curve left -419.65 feet through a central angle Of 11 22 '351' (this lung chord bears South 32 '02 '41" East 119.46 feet} to a point therein) thence South 32 '16 '01 " West (radial to B.W. Hall Souldvard) 19. 00 feet= thence along the arc of a tangent 196.99 foot radius curve left 109.75 feet through a central angle of 31'05'53" (the long chord bears South 16 •18'051VWest , 105.37 feet) i thence tangent to said curve South 00020 '08" West 65.64 feetl thence South 87 ' 27 '331' East 00. 00 fostj thrnce South 02032 '^s5"' West 376.55 4eet1 thence. North 87027135" West 450.00 feet to the point of beginning. Containing therein an area of 351 ,676. 5 square feet. (5.072 acres, more or less) . fTATI OR OPSOON awnh►of W"N"Im p Pil0Pr.5.. 0"1AL i,voesrd Mt and 87.1 COUP'' 1911 DEC 18 PM 12" 56