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Report (160) .3/x/93 74* \ , °n ELLIS, ESLICK ASSOCIATES / ARCHITECTS, P. C. 5200 SW Macadam,Suite 370 • Portland,Oregon 97201 • Tel(503)223-6963 • FAX(503)294-0827 March 18 1993 Jim Jaqua City of Tigard 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Dear Jim: I am writing this letter to address the issue of second floor exiting that we touched upon briefly at our luncheon meeting and again on the phone on March 11, 1993. In doing an analysis of the occupant load of the second floor, based on a ratio of 90% retail/10% stock; an occupant load of 3688 was calculated (109,388 sq./30 = 3,647 and 12,154 sf./300=41). This is based on 1991 UBC with 1992 Oregon amendments. The calculated number far exceeds the number of stairs provided for exiting, although we will add capacity by utilizing the new pedestrian bridges to the new parking structure. The breakdown is as follows: 3688 total occupants Pedestrian bridge 24 l.f.x 12=288 l.i./.2=1440 occ. 3688 total occupants -1440 occ @ Pedestrian bridge 2248 occ. need to exit via stairs total of 4 stairs @ 6' width = 24 l.f. 24 l.f. x 12 =288 l.i./.3=960 occ. 2248 -960 1288 x .3=386.4 l.i./12= 32.2 l.f. of additional exit width required or 5 stair towers at 6'-5" wide. Page 2 of 3 Jim Jaqua A revision to the occupant load factor was not anticipated when the building and addition were originally designed and would necessitate reallocating a large portion of the first and second floor retail space for additional exit stairs, in addition to the great expenses involved. We would like to propose a breakdown of occupant loads into two categories. One for the original pre-1985 construction that would be based on 1 occupant per 60 square feet and a second for the current proposed second story addition based on 1 occupant per 30 square feet that would break out as follows: Existing second story: 89,052 s.f. - 10% = 80,149/60= 1336 occ. 8,905/300= 30 occ. 1366 occ. 1366 total occupants at existing second story New construction second story: 32,490 s.f. - 10% = 29,241/30= 975 occ. 3,249/300= 11 occ. 986 occ. 986 + 1366 = 2352 total occupants based on hybrid occupant load calculation. Current capacity of exits as calculated by previous paragraph would be: Pedestrian Bridge 1440 occ. Stair 960 occ. 2400 total occupant capacity (as per scheme discussed at luncheon meeting on 3/10/93). Of course, in order to carry the calculated occupant load, the pedestrian bridges need only carry an exit capacity of 1,392 (2,352 - 960). In this configuration, the sum total of both pedestrian bridges will represent 59% of the available exit capacity from the renovated second level. As we discussed in our phone conversation, this slightly exceeds the 50% limit outlined in Section 3308(a), but still represents a reasonable solution for the existing conditions in this project. Page 3 of 3 Jim Jaqua In summary we propose the occupant load factor (1 occupant per 60/sf) for the existing construction be "Grandfathered" with current occupant load requirements (1 occupant per 30/sf) applying to the proposed second floor addition only. This revised occupant load would be served by the four existing exit stairways as well as two pedestrian bridges, each of which will handle less than 30% of the floor's occupant load. Please call if I can be of assistance. Sincerely, Martin W. Hanson Project Architect MWH:dq cc: Don Foster, May D&C Chris Hampson, M&F Vic Dubrowski, CCI • 11II —w m. 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PROJECT TITLE: COUNTYWIDE r* / / 4J\/A EXPAIOSioAl TRAFFIC IMPACT FEE APPLICANT: 47YV ADA)r1- FDS77.e WORKSHEET ,Ay WPer/'7c yr ST-.PEs u� MAILING ADDRESS: (FOR NON-SINGLE FAMILY USES) (,n 01/1/ ST CITY/ZIP/PHONE 3/S/- 341Z-636 1 RATE PER S7_ 40l/r5,r+'nSSDue/ 6 3/O / LAND USE CATEGORY - TRIP TAX MAP NO.: RESIDENTIAL $146.00 /S/ 21,C 10.3 X BUSINESS AND COMMERCIAL $37.00 SITUS NO.ADDRESS: OFFICE $134.00 930o S& wA 1i"X 7DN same*: els INDUSTRIAL $141.00 INSTITUTIONAL $60.00 PAYMENT METHOD: CASH/CHECK CREDIT INSTITUTIONAL ONLY: BANCROFT(PROMISSORY NOTE) LAND USE CATEGORY DESCRIPTION OF USE WEEKDAY AVG. TRIP RATE WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY 'Z S same /N0- G`1k 32_ 38 AJ/A BASIS: L/6911)7 Pie4POS,&S A 32, (oza) SQuiWg ear A�,t7/7io1& ?D A -7A/L STdfE LOCA?Fh w/>ft/nJ Alt) EXIST/A)6- SIiep,4 AG-c -Nrre. T/4 Aireoximkr. S/e6 OF ZifreEx/57:v04- .6IOPP//U4- CFi_v7.',oe lS O tJEye /,ZoO,DDD s Q tiAP� F 7 CPM cULAT ONS `r.;:•. 7W,S.F." x -TOPS/DAV x -reP/P ( )= TIF 3Z.&Li C.Si X 32.38 -re,P.vb x .43'1 DD= 39,/o`/.6? �1� 39 /O610Z� PROJECT TRIP GENERATION: /05? T074t- ArnDWAFT 1)U > FEE:1:13 q,/0 S.00 ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY: ',boss --raemiusir ? G. S•F 6-eoSS s Q t/A,PE FE 7' g� /44.2,1.00 CapweA 1 C, .. 77A _ 0 /Q PREPARED BY:^ CC: WASHINGTON COUNTY \\/\� TIF NOTEBOOK form tif10 - f30.® so bOashi'h S o . CITY OF TIGARD August 16, 1993 OREGON Martin Hanson Ellis, Eslick Associates/Architects, P.D. 5200 SW Macadam, Suite 370 Portland, OR 97201 Dear Martin, Pursuant to your request, we will allow the use of exception 1 to Section 3304(c) of the Oregon Structural Specialty Code for all main entry doors at the Meier and Frank store. This applies to all main entry doors (2 new at the upper level and 3 existing, 1 new at the lower level). This approval is conditional upon all other exit doors and additional exterior doors (i.e. at the loading dock area), new and existing, complying with Section 3304(c). If we can be of any further assistance, please call. Sincerely, David Scott, P.E. Building Official c: Meier & Frank George Steele Mark Burrows jlh/except#1 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 ////'41S1 July 8, 1993 CITY OF TIGARD Ellis, Eslick Associates OREGON 5200 SW Macadam, Suite 370 Portland, OR 97201 Re: Meier & Frank, 9300 SW Washington Square Rd Please be advised that the type of construction for this building (V-N) and the omission of opening protection between the anchor building and the mall, are being allowed by a modification of Section 5602 (a) of the Oregon State Structural Specialty Code. This section requires that anchor buildings "stand alone" for area, etc. , and cannot enjoy the unlimited area allowance permitted the mall building. Although the existing anchor building is of type V-N construction with unprotected openings to the mall, Section 104 (b) requires that all buildings plus additions comply as for a new building for area, etc. Therefore, Section 5602 (a) would require that the entire anchor building be of at least 1-hour construction, and since the existing building is non-rated, protected openings at the mall would be required. The modification allows the addition and existing anchor building to be of type V-N construction with unprotected openings to the mall, subject to the following conditions: • The mall and all anchor stores shall be fully sprinklered. • The anchor store shall have all exits fully independent from the mall . • The structural system for the anchor building shall be of incombustible construction. • Minimum 60 '-0" wide yards/public ways shall be maintained around the mall and all attached anchor buildings and parking garages. This modification shall not establish a precedent for any future anchor buildings proposed or constructed at the mall . If you have any questions or I can be of further assistance, please call me. Sincer-. , David Scott Building Official cc: May Company 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 CLARIFICATION #1 June 22, 1993 Ellis, Eslick Associates/Architects, P.C. 5200 S.W. Macadam Avenue, Suite 370 Portland, Oregon 97201 Project Documents for BUILDING SHELL GENERAL CONSTRUCTION WORK Meier & Frank Washington Square Store 1993-1994 Expansion and Remodel CLARIFICATION 1 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedent over those portions of the original Contract Documents to which they refer. Where any part of the Contract Documents is changed or voided by the following clarification items,the unaltered provisions shall remain in effect. This clarification forms a part of the Contract Documents. Drawings: 1 . Refer to Drawing 1, Sheet A2 "Floor Plan Second Level Addition": a. Provide temporary construction barricade at Stair 207. Reference attached C1 .1 dated 6/22/93. 1) Pony wall (top at 7'-0" AF Conc.): 2x4 at 16" o.c. - 1/2" plywood one side. 2) Roof: 2x10 at 24" o.c. with 9/8" tongue and groove plywood over. b. Refer to note between grids 8-9 and just south of grid E. Delete from note- "Replaced by G.C. this area". Interior partitions and finishes in "Women's World" by Meier & Frank. 2. Refer to Drawing 6, Sheet A4 - Wall Section and Structural Details 1 and 2 on S5: a. Revise location of block-out for seismic joint cover. Show waterproofing of structural members to allow for concrete/grout pour. Refer to attached C1.2 dated 6/22/93. b. At structural details - modify hook anchor bolt on location into edge of existing slab to angle slightly for roto hammer clearances. Center line - 5" to bolt location as shown previously. 3. Refer to Drawing 1, Sheet A7 and Aluminum Storefront details: a. Provide attachments of T.S. to deck or slab above and below and to each other as per attached C1.5 and C1 .6 dated 6/22/93. 4. Refer to Drawings 4 and 5, Sheet A8 - Exterior Elevations: a. Move sign one bay (20'-0") to north of locations shown. Refer to attached C1.0 dated 6/22/93. 5. Refer to Structural Drawing B, S3 "Existing South Wall Elevation". a. Relocate opening in shear panel as shown between grids 3 and 4. Revise dimensions 16'-0" to 14'-4" increasing opening size from 7'-4" to 9'-0". Refer to attached C1.3 dated 6/22/93. b. Add T.S. reinforcing to opening at temporary tunnel to pedestrian bridge. Refer to attached C1 .4 dated 6/22/93. 6. Refer to attached Drawing E0, revised and reissued for Clarification No. 1 dated 6/22/93: a. Note clarification of New Electric Service Responsibility. b. Note revised direction of main conduit run from transformer location. 7. Refer to attached Drawing E4, revised and reissued for Clarification No. 1, dated 6/22/93: a. Note changes to Power Distribution Diagram. ELLIS, ESLICK ASSOCIATES/ARCHITECTS, P.C. BY: Martin W. Hanson, Project Architect END OF CLARIFICATION NO. 1 MER 411FI SIGN Ci.-- i8� 1 PARKING DECK WEST ELEVATION 01.0 SCALE: V16"=I'-O° METAL ROOFING A -CUSTOM COLOR D BY DEVELOPER PARKING STRUCTURE A8 SIGN 1 i BY DEVELOPER I I 1 I S- t S. 7.______ _— B. Y NEER&FRANK I -- B V 2 PAIS <I\G DEC< WEST ELEVATION CLO SCALE' V16"=1'-0° MEIER & FRANK THE MAY DEPARTMENT STORES COMPANYEyLIg 5200 S.W u CADAM AVE. DATE.(SW WW/ onwa NO. SUITE 870 1993-94 EXPANSION & REMODEL .�, ESLICK SUIT 370 OREGON "3•x-04 LO W* MWATON SQUARE STORE ASSOCIATES_ ((a/�t7oO23�o)t DRAWN ev..mv C/ lIMI1 a ARCRITTCTS P.C. ..`�Z608�'284-0827 FAX. alECKED sr.U WNi REV. I tt v441 1,14v' 2 14 i 1�91147 0i14040d0z! i V1aN 1V ; . 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FOR SEISMIC i1 ANCHOR BOLT ''\. • '" JOINT I LO ANGLED FOR `' b `• ` ,..- ROTO HAMMER — •C:':.:••:.4.•:•1•1‘"•.:•:.•-4 '.w.• r.'f, '� GROUT SOLID CLEARANCE = . . -�.`'`• .a _ O - EE • SEAL S BELOW EDGE CONDITION AT STRUT BASE CONC. SHEAR PANEL CONC. FILL ON BEYOND I N MTL DECK W/ 2- sx4 REBAR CONT. EXISTING CONC. BLOCK-OUT SLABi / FOR SEISMIC PROVIDE WATER TIGHT BARRIER- • • \ i_ EPDM SET IN MASTIC .Q • O . — O' . •• W/ SEALANT AT 4 '7 . .° . • • a • — I TERMINATIONS • _ _• -n 1 _ .--___- -7.-- un EXISTING CMU * WALL (--------- EXISTING ------fEXISTING CONC. DRAG STRUT I EXISTING STEELJ STRUCT. 1-- `----1 1 01 EDGE CONDITION DETAIL C1.2 SCALE: 11/2' = No. MEIER & FRANK THE MAY DEPARTMENT STORES COMPANY 5200 S.W MACADAM AVE. DATE:6-22-93 DRW'G.NO. 1993-94 EXPANSION & REMODE6. ii SUITE 370 PORTLAND.OREGON JOB NO.:93-04 WASHINGTON SQUARE STORE (503) DRAWN BY:MWH CI"2 TIMRD OREGON (503)223-8963 (503)294-0827 FAX. CHECKED BY:MWH REV. 5/14/93 , 4 0 (4)-'S VERTS.. I /. 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CC:paltAcrat lAG.7 DV - Mkt: •STP41T i ,• J• ' . . 76 (0X4P.14 s 1 „ g4. fell `1 !r BAOUT f 43-+! i 1/= � '�/ -"*L A � i'WOO E700TN6 CO4G r; prrtGAL [1 410 5TA w A•44408L4 INTO •• ; MIL 0,144 404itri /141 . . •i • •.1 T • . ..T 1 AA,. E.t-.5yA. .c,4 C TuNN ors.a0«Jca MEIER & FRANK TIE MAY DEPARTMENT STORM' COMPANY psis 5200 LW MACADAM AVE Dire,(/l27m COW%No. SUITE 370 1993-94 EXPANSION & REMODEL ESLUCK roRTL OREGON JOB mu' C I 1It - WASHINGTON SQUARE STORE ASSOCIATES o�20 aura w. - > wa)222-e9e3 1NINr) 41.14011 ARC!'TiCli P.C. MO 204-0027 FAX otCl®w. 111 . i • -- LEO5TOCr -rues_ _ 2440 :0 -�� /3/¢"X(," PA124 !tow- TO GONG, (012 GI'NU CM:MY. 2 �� a� cF'RJS As `v)sEe& • 4x4-x /¢ moi., Vibe 7 _ _ T I NNErz v -r' t 1-E loo t-s _.. _ _ mar `I-A4 Tube fl 11ap & Ala 6Fe`M ( z. -- ---. . J 6yto)A15 SrL-. _.ANT To GO 41 ! Gds._4 Cole 6o� ��,o &IZ1tJO SMa7TiiI ; L - -- -- - , I Lv' % " .taotis tor- .644.04 s oT0t ow-Iwo '� X�x� � . TUBE . N • �� I -_ 1-X 4-X 1/4/ f 8. (oF sET w , ocr:F> _- l(2� it.d X3" axe P ol:TS I NTo MEIER & FRANK THE MAY DQARTMENT STORES OOAIANY nus 8200 LWo MACADAM AVE. DATE.(,�Z w 3 Denys.P0. 7 1993-94 EXPANSION & REMODEL ESLICK vcnTwio,onEaoK WASHINGTON SQUARE STORE Mo.�. C .�7 E ASSOCIATES t°(eoa0j12 -eaea �� Tam mewmewASCp xwza P.C. (808)2eaw-0827 RAX. os0tPID s. 0ev. • • _mx1C4-3ifg":srt 4U�� -W1N10 hemi oto a,(( WPs o ;1` - • - 17 I l weco-Atifi fraCUN0 cox r a x% 12R1N0 5Marrri -5171.-" :- TuEw _54r4:417-Cion ii cR A.AgM WINO eAfh ey5 GM W!R1 No I (Co'CO � 1�/+ 2 ce.olc 1/4.!` sit—Tuft. i _ -VX1,i7 lL1 VZIN fl ri ler- a $V .D.042-) 1 (2) i/2° X 3" E-$e ko1-rs hlro coat - S ) • METER & FRANK . THE MAY DEPARTMENT STORES COMPANY EI.I.IS 6200 S.azWo MACADAM AVE. own.6/22. 3 a -- atnre la0.4-E4 EXPANSION. t REMODEL ESLICK PORTLAND.MOON a"o'M-" C 1 .Cp ASSOCIATES (Naoio>' o�u► 'yr, d WASH/WON SQUARE iTOli�—w maim= P.C. FE sew-01x7 PAX. MOM OR ELLIS, ESLICK ASSOCIATES/ARCHITECTS, PC. 5200 S. W. Macadam Ave., Suite 370 Portland, Oregon 97201 ARCHITECTURAL/ENGINEERING REQUEST FOR PROPOSAL NO. 1263-10-99999-01 TO: Baugh Construction, Inc. DATE: June 25, 1993 15500 S.W. "J" Street Beaverton, Oregon 97006 PROJECT NAME: Meier & Frank (503) 526-3118 Washington Square 1993-94 Expansion and Remodel FROM: Martin Hanson CONTRACT: General Construction This Request for Proposal is issued for the purpose of establishing any changes in the cost for completion of the work affected by the items listed herein. This Contractor shall promptly submit this proposal and detailed breakdown outlining any additional cost, credit or no change in the contract sum. All such work shall be executed under the conditions of the original contract agreement. Receipt of these instructions as to proposed changes shall not be construed as authority to proceed with the work until this Contractor shall have received a duly signed Change Order covering this matter. This Contractor shall complete this proposal form and submit it and an additional copy to the persons listed below by July 2, 1993 ORIGINAL TO: David Nelson, May D&C, St. Louis, Mo. 63101 COPY TO: Chris Dean , May D&C, St. Louis, Mo. 63101 Don Foster, May D&C, St. Louis, Mo. 63101 Paul Banning, May D&C, Tigard, Or. 97223 Martin Hanson, EEA, Portland, Or. 97201 1 . Reference RC-1 .1 and RC-1.2 dated 6/25/93. a. Add north pedestrian bridge to scope of work of General Contractor. Work includes but is not limited to selective demolition, lateral tie in to existing structure, reinforced concrete footings, concrete\t.s. columns, concrete and metal deck on structural steel, architectural precast concrete panel spandrels, metal railings, t.s. columns with metal deck on truss roof structure and prefinished metal roof with gutters and downspouts. Work includes lighting and tie in of downspouts to existing storm sewers. TOTAL COST $ Page 1 } 2. Reference Electrical Drawing E6 dated 05/28/93. a. Delete 10 type EA fixtures at lower level of east pedestrian bridge (over drive aisle) b. Delete 6 type EA fixtures at lower level of north pedestrian bridge (over drive aisle - see 4/RC-1 .1 for fixture location). TOTAL COST $ 3. Reference attached 8-1/2x11 detail RC-1.0 dated 6/25/93. a. Add cement plaster on metal stud fascia closure at north end of east bridge. Work includes but is not limited to metal flashing, block out for seismic joint, relocation of end support beam and cement plaster system on metal stud fascia with bracing. TOTAL COST $ SIGNATURE: Page 2 .4.1/2° ` wF 1 Lw..s-�-� It�, _ 2" Y. BRIDGE DECK - SEE STRUCT. 2A PARKING DECK - BY DEVELOPER Wif •i ° ri- - ——— • ate : ' % i I - .cam`,•. 1 ,° 1 I ,. f L \ 1\ S.M. FLASHING-PAINT • 18 GA. S.M. CLIP - CONT. TOP E. BOT. SPOT WELD O 12" O.C. TO WF BEAM . . C i WF BEAM - SEE STRUCTURAL Ii .. ' I 6" MTL. STUDS m 16" O.C. WI CEMENT PLASTER FINISH. PROVIDE EDGE BEADS AND CLOSURES. k kI PROVIDE 3 1/2" MTL STUD DIAGONAL BRACING ® 8' O.C. (MIN. 3 BRACES) I . I SUSP. PLASTER CEILING - SEE CEILING PLANS FOR HEIGHT . . • Zo (A) _ • < SPANDREL PANEL BEYOND SEALANT - CONT. 1/2" I SOFFIT CLOSURE RC-I.0 3/4' = 1-0" MEIER & FRANK THE MAY DEPARTMENT STORES COMPANY EMS 6200 S.W MACADAM AVE. DATE,0/25/03 DRWO.NO. SUITE 370 993-94 EXPANSI®N E. REMODELESLICK PORTLAND, OREGON WASHINGTON SQUARE STORE ASSOCIATES JOB NO.,03-04 °7201 _60433 DRAWN BY,JRP PC-1.0 HOARD OREGON ARCHITECTS P.C. (503)204-0827 FAX. CHECKED 8Y,MWH REV.