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Correspondence November 9, 2005 CITY OF TIGARD OREGON Washington Square Mall 9585 SW Washington Square Rd Tigard OR 97223 Washington Square LLC By The Macerich Company 9585 SW Washington Square Rd Tigard OR 97223 Re: BUP2004- 00454, Two -Level Retail + Restroom + Two Level Parking Structure To whom it may concern: This letter is to certify that all requirements of building permit BUP2004- 00454, issued for a building shell, have been completed. The final inspection was performed and approved on November 9, 2005, by inspectors from the City of Tigard. No tenant spaces are included in this permit, nor shall any tenant improvement be occupied until such time as each space is approved by final inspection of its specific permits, approved for the use intended and provided with a Certificate of Occupancy. The City neither guarantees nor warrants to the owner, occupant or any other person that this letter evidences strict and complete compliance with each and every ordinance or regulation of the City or the State of Oregon affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and /or occupant of the premises. This letter certifies only that the work covered under the permit number listed above has been completed. It is not permission to occupy tenant spaces. Sincerely, � / / /ft Darrel Wa ins Inspection Supervisor is Bldg /complltr 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 Nov -01 -2005 1T:56 From -DLR Group Seattle T -345 P.001 /001 F -108 DLR Group Architecture Engineering Planning Interiors 11 -1 -05 900 Fourth Avenue Suite 700 City of Tigard Seattle, WA 98164 -1006 tel 26/46-609 Attu: Building Department � fax 206/461-6049 13125 SW Hall Blvd. FILE C seattleedlrgroup.00m Tigard OR 97223 www.dlrgroup.com Project Name: Washington Square Mall - Mall Expansion and West Garage Permit Number. BUP2004-000454 DLR Project #: 74-03103-00 Re: Structural Observations Dear Sir or Madam: The purpose of this letter Is to inform you that our office has completed the periodic structural observation requirements -for the above referenced project per IBC section 1709 and the permitted construction document. Any deficiencies were brought to the immediate attention of the general contractor for correction at the time of our site visit There are no outstanding items requiring correction at this time. Please call with any questions or comments regarding the above information. Respectfully submitted, DLR Group D PROS Daniel Munn, S.E. � Principal in the Firm Itts F - • �Jl'' • N "P;, - i %• 73. Z �0 ADP M CC: Rick Beason - Macerich, Todd Ferking — DLR, Rob Kelleher - HSW Seattle Chicago Colorado Springs Des Moines Farmington Honolulu Kansas City Milwaukee Minneapolis Omaha Orlando Philadelphia Phoenix Portland Sacramento SHANNON 6WILSON, INC Son rs Mir GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS • '1954-2C04 August 30, 2005 City of Tigard Attn: Hap Watkins 13125 SW Hall Blvd Tigard, Oregon 97223 SPECIAL INSPECTION SERVICES — SOILS/FOUNDATIONS PERMIT NO: BUP 2004 -00454 OWNER: acenc ompany PROJECT ADDRESS: 9585 SW Washington Square Road PROJECT DESCRIPTION: Washington Square Mall • Mall Expansion and North Parking Structure TYPES OF SPECIAL INSPECTION: Foundations Dear: Mr. Watkins We have performed Special Inspection Services — Foundations (Pressure Grouted Auger Piles) of the subject project. Observations were accomplished between January 27, 2005, and March 14, 2005 and our Field Memorandums were sent to you. All observations were performed and reported according to local standards of practice, and to the best of our knowledge, the work was in conformance with the applicable workmanship provisions of the State Building Code and Standards and the recommendations of our final geotechnical report for the project dated September 19, 2003. Sincerely, SHANNON & WILSON, INC. Daniel E. Hogan, P.E Engineer IV DEH/deh cc: Rick Beason, Macerich Company D 2255 S.W.C CANYON HSWCC D PORTLAND, OREGON 97201 -2498 503.223.6147 FAX 503.223.6140 www.shannonwilson.com 24 -1- 03221 -006 i • r.i i r t_ it r i; •! C C /fir 1 • rit • :I.' Alin 1 ' CLARK P A C I F I C Architectural, GFRC, Natural Stone, C- CAPPTM and Structural Precast Products • • May 11, 2005 1 ' CITY OF TIGARD Via Fed Ex Overnight Mail 13125 SW Hall Blvd. Tigard, Oregon 97223 Mr. Gary Lampella u' Building Official Reference: Washington Square Mall }: Expansion Parking "B" Clark Pacific Job No. 6014 9585 Washington Square Road Permit Number BUP2004 -00454 Subject: Approved Fabricator UBC Section 1701.7 Tigard Municipal Code 14.06 Special Inspection Ordinance Section 14.06.080.8.2 Dear Mr. Lampella: Clark Pacific has a contract with Howard S. Wright Construction Company to manufacture at our West Sacramento plant, Precast Prestressed Concrete products for the Washington Square Mall Parking Structure Expansion "B." Production will begin this week at our plant in West Sacramento, California. UBC Section 1701 requires that the owner provides special inspection for concrete and steel materials . manufactured offsite. However, section 1701.7 allows for this inspection to be waived if the plant is classified as an "approved fabricator" by the Building Official. This is also outlined in the Tigard Municipal Code section 14.06.080.B.2. Clark Pacific has been granted this "approved fabricator" status on specific projects in various cities. San Diego, San Francisco, Seattle, Sacramento, Phoenix, and Pleasanton are just a few of the many cities that have granted this approval based on our comprehensive in plant inspection program and PCI plant certification. We have been classified as an "approved fabricator" in the City of Los Angeles for over 15 years on a continuous basis for all projects. The outlying cities in the Los Angeles area such' as Burbank, Santa Monica, and Glendale all recognize the City of Los Angeles approval for work in their cities. We were contracted for the work on the previous phase of this project and had inspection services by Carlson Testing Lab, which can verify our, qualifications in this area. I have enclosed materials for documentation of Clark Pacific's qualifications as an "approved fabricator" and copies of other City certificates for your reference. Additional information is available on our website. www.clarkpacific.com 1980 South River Road, West Sacramento, CA 95691 -2817 916/371 -0305 Fax: 916/372 -0323 1 359 2 Slover Avenue, Fontana, CA 9 909/$ - 1433 Fax: 909/823 -1361 Contractor's State License No. 6 9 0 453 www.clarkpacific.com ,. ral % Washington Square Mall Expansion Parking "B" Clark Pacific Job No. 6014 May 11, 2005 Page 2 of 2 Documentation is enclosed to qualify for each sub section of section 1701.7. 1701.7.1 QC Manual - We have submitted a copy of our QC Manual. I have enclosed a copy of our current personnel list with certifications for your reference. 1701.7.2 Approved Inspection Agency — We submit the enclosed information for Ross Bryan Associates. This agency inspects our plant twice per year for 2 days each visit. Their PCI inspection program is approved by ICBO for use in this section. Their PCI ICBO certification is enclosed. 1701.7.3 Periodic Inspections — I have enclosed our latest PCI inspection report documenting our PCI plant certification granted by PCI based on Ross Bryan Associates' inspection. 1701.7.4 Notification. — Clark Pacific agrees to notify the City of any changes to the Manual. We request approval of Clark Pacific as an "approved fabricator" for the City of Tigard under section 1701.7. We look forward to working with the City of Tigard on this project. If you have any questions or would like to schedule a meeting to discuss this further, please feel free to call me at (916) 371 -0305. Since - y, ". � / � • T •mas J. ill S Man er of Architectural Finishes An uality Assurance TJH /jdr Enclosure cc: B. Clark/D. Clark!T. Tucker /K. Hammon/F. Ibrahim /C. Durgarian /B. Dunham /J. Cunningham/ T. HiII /File Via Fed Ex Overnight Mail Howard S. Wright, Mr. Rob Keller 9585 SW Washington Square Road Tigard, Oregon 97223-4450 FILE COPY May 4, 2005 CITY OF TIGARD Miller Consulting Engineers OREGON 9570 SW Barbur Boulevard, Suite 100 Portland, OR 97219 RE: PLAN REVIEW SERVICES FOR CITY OF TIGARD Project Information Permit Number: BUP2004 -00454 Project Name: WASHINGTON MALL EXPANSION Address: 9585 SW Washington Square Road The City of Tigard requests plan review in accordance with the existing contract for the above project for compliance with the current edition of the State of Oregon Structural Specialty Code. The scope of work will be to perform structural review for the enclosed drawings and calculations. Please review at an hourly rate and inform the City of Tigard of the hours so that we can collect the appropriate rate upon issuance of the approved drawings. Enclosed please find the following: Letter of Transmittal 1 copy Structural Calculations 2 copies Full Size Plans 2 copies Please submit a plan review letter to the Building Division recommending approval or listing corrections to be provided. Please address plan review correction comments to Todd Ferking @ DLR Group as referenced on the enclosed Letter of Transmittal. If you have any questions or need any existing approved ;:plan information, please call me at 503- 718 -2759. Sincerely, rian Blalock Senior Plans Examiner • 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 ( j1lj January 20, 2005 CITY OF TIGARD OREGON Todd Ferking DLR Group 421 SW 6 Avenue, Suite 1212 Portland, OR 97204 RE: NEW RETAIL AREA & OPEN PARKING GARAGE Project Information Building Permit: BUP2004 -00454 Occupancy Type: M/S2 Tenant Name: Washington Square Construction Type: IUIB Address: 9585 SW Washington Square Road Occupant Load: 976 Area: 131,404/159,004 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The submitted plans are approved subject to the following conditions. 1. This permit is for construction of the Parking Garage and the Shell of the Mall. Separate permits will be required for the interior build out of tenant spaces. Addresses will be required prior to submittal for permit. Please contact Shirley Treat @ 503- 718 -2459 to acquire addresses. 2. The Mechanical sheets are approved under MEC2004- 00636. Although included, separate plans have been approved/issued for Plumbing and Electrical. The Electrical and Plumbing sheets in this set of plans are for reference only. 3. All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 1003.3.1.8 OSSC 4. Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/2 hours of illumination in case of primary power loss. 1003.2.8.5 OSSC FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. 5. The means of egress shall be provided with illumination of not less than 1 foot candle ■ at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. ■ 1003.2.9.2 OSSC 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 i _ • Deferred submittals such as Fire Alarm, Fire Sprinkler, Truss Joist Shop Drawings, etc, will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred. The minimum fee shall be $200.00. Special Inspection: Special inspection is required for items listed on sheet SO.1. The special inspection agency of record, Carlson Testing, shall furnish inspection reports to the Engineer of Record, Dan Munn @ DLR Group, the General Contractor, Howard S. Wright. and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate attention of the general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 109.1 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and • ocessing the documents. Respec %1° / / ' an : ock Se ' • lans Examiner FILE COPY 9755 SW Barnes Road, Suite 300 I Portland, Oregon 97225 PACIFIC 503.626.0455 fax 503.526.0775 •r. •500 Co..N.r• January 19, 2005 Mike Sheehan City of Tigard Community Development 13125 SW Hall Blvd Tigard, OR 97223 Re: SDR2003 -00012 Washington Square Mall Expansion - Existing Utilities Under Building Slabs Dear Mike Per cur conversation of January 18. 2005 we are proceeding with pouting abandoned existing utilities under the building slabs rather than full removal. As indicated these utilities are not connected to live systems and removal would be disruptive and expensive. We will be issuing a change directive to modify note 5 on sheet C4.OB to allow either removal or filling with grout as a means of dealing with abandoned utilities under the slab. It is my understanding from our conversation that you concur with this approach. Please sign and fax back your agreement with this change. Thank you in advance for your help with this issue. Sincerely, W&H PACIFIC, INC. APPROVED BY CITY OF TIC.ARD Brady L. ' . . Mike Sheehan Project Manager Senior Plumbing Inspector Cc: Rick Beason — Macherich Rob Kelleher - HSW Todd Ferking — DI,R Group 1:',Pmiects Macerich Company 30773 Wash Sy Expansionaffice.Word 30773- lu- tiriiities.doc • NIP:: I I ' 19.' 2005 whpacific.com planners surveyors engineers landscape architects • October 4, 2004 Ray Miller Miller Consulting Engineers 9570 Barbur Boulevard Portland, OR RE: PERSONAL SERVICES CONTRACT Project Information Building Permit: BUP2004 -00454 Occupancy Type: M Tenant Name: Washington Square Construction Type: IB Address: 9585 SW Washington Square Road Occupant Load: NA Area: 131,404 Sq Ft Stories: 2 Dear Ray, Please review the accompanying structural plans for the mall expansion and parking garage. That's right more parking! /2 V t & lit' U," ® G4- ao d 3 / a C Enclosed are Volumes 1 &2 Structural Calculations, 1 Set of full size drawings, a copy of the permit application and a copy of the fees collected. Assess fees per the Personal Service Contract and bill accordingly If you need additional information please call me at 503- 718 -2436. Respectfully, Brian Blalock, Senior Plans Examiner JUN 13 2005 4:02 PM FR MILLER CONSULTNG ENG246 1395 TO 5035981960 P.02/03 • J66 NAME: Washington Square Mall — Phase II — Area 'B' CITY OF TIGARD _ JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: May 6, 2005 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 1 of 1 NICE Project No.: 040929 -PR STRUCTURAL PLAN REVIEW #2 Building Permit (Plans Date 5/26/05 PR -3) BUP 2004 -00454 (Frame Change and Existing Wall Reinforcement) Corr. Item Page No. Comments Made No. Calculation Submit tests or method to use fm = 2000 PSI by adding 3000 PSI 6 - 13 - 05 1 (Note: Pages not grout to existing masonry. numbered) 6 - 13 - 05 2 Detail 16/S3.9 Clarify distance from bottom of opening to location of 5/8 inch diameter through bolts. 6 -13 -05 3 Detail 23/S3.9 Clarify minimum distance from end of wall to adhesive anchor. • , A ME: Washington Square Mall — Phase II — Area B' CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: May 6, 2005 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 1of NICE Project No.: 040929 -PR STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 3/28/05 PR -3) BUP 2004 -00454 (Frame Change and Existing Wall Reinforcement) Corr. Item Page No. Comments Made No. Calculation Submit tests or method to use f'm = 2000 PSI by adding 3000 PSI 1 (Note: Pages not numbered) grout to existing masonry. 2 Detail 16/S3.9 Clarify distance from bottom of opening to location of 5/8 inch diameter through bolts. 3 Detail 23/S3.9 Clarify minimum distance from end of wall to adhesive anchor. • JOB NAME: Washington Square Mall — Phase II — Area 'B' CITY OF TIGARD JOB ADDRESS: Washington Square Mali BUILDING DEPARTMENT DATE: March 4, 2005 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 1 of 1 040929 STRUCTURAL PLAN REVIEW #3 (Changes) Building Permit (Plans Date 2/11/05) BUP 2004-00454 Corr. Item Page No. Comments Made No. Revised deck attachment and drag strut plates to be added to S2.1B 1 S2. 1B @ Grids 40.7, RR to MM. See enclosed 8'h x 11, Sheets 3 & 4. Mar-03 -2005 10:16 From-DLP Group Seattle T -270 P.001 /005 F -497 1. Fax Transmission DLR Group f transmission is incomplete, please coma us ar once, Architecture Engineering Planning Interiors 900 Fourth Avenue Date March 3, 2005 Suite 700 Seattle, WA 98164 -1006 Deliver To Ray Miller tel 20W461 -6000 fax 206/461.6049 seattlefedlrgroup.com Company Miller Engineers www,dlrgroup.com . Fax Number 503 - 246 -1395 Number of Pages 5 (including this page) From Dan Munn Project Washington Square Mall Expansion Project No. 74- 03103 -00 R/NR NR Message Re: Cheesecake Factory <:omments • Confidential Notice: The information antained in this facsimile is intended for the use of the addresseets) and :ontains information that is confidential and/or privileged. If you are nor the intended recipient r to person responsible delivering it r , the intended recip;r it, any isclosure. dissa iinarion, lis :ribution •r copying of this con- .+unication is strictly prJhibited. If you ',ave received this CO!',nunication in error. please notify us nmediateiy by telephone 1d/ destroy this facsimile. CC Cover to File tzachments to.File • • • • Mar -03 -2005 10:16 From-DLP Group Seattle T -270 P 002/005 F -49T Memo DLR Group Archnccwre EngireerIng Piann:ng Imeners Date March 2, 2005 900 Fourth Avenue suite 700 TO Ray Miller Seattle, WA 98164 -1006 tel 206/461 -6000 fax 2061461-6049 From Dan Munn, Michael Ziemann s earslettdir &oup.com www.dlrgroup.com Subject CCF Comments Message Comment 1: The wind girts (pages CCF1.34- CCF1.39) were checked for bending stress and deflection at 100 mph wind speed. See the additional talc attached showing the bending stress check at the worst case girt. The stress in the girts did not control, and all other girls were checked for deflection. For deflection, we used a service level load. For this, the importance factor was 1.0 and an 85 mph wind speed corresponding to a 10 second wind gust was assumed. Comment 2: The revised braced frame talcs (pages CCF1.47- CCF1.53) are for the critical case for the single brace at the lower level. See the additional talc attached for the HSS6x6x3 /8 braces at the upper level. The X -brace is checked for the current condition as well as the future loads. The axial loads are given in the original FastFrame models. See original frame member calculation page CCF1.53. Comment 3: The diaphragm shear has been conservatively calculated in the attached sheets. There will be future changes to the drawings as follows: Drag strut plates will be added along grid 40.7 between MM and RR. The diaphragm attachment plan will be revised to include type B attachment between grids 40.7 and 44.7 and grids MM and RR. cc Mar -03 -2005 10:16 From -DLR Group Seattle T -2T0 P.003/005 F -491 Calculations Ili DLR Group Date 3 tZ 0S —_ Subject CG •P C opt h'C 4.5 -.. _ Computed Z Checked Project Name cs u .-r P IP roject Number •I'1 - 0 3 / 03 U Page (of pages) r • r ,.— I -t,( 6 ;r4 - ( CC r % . i y G f F 1. S ) . • F • wcrS1� c�Jr�. ` 1 rr i 3°T.4 . 51 -Jl e> : .v p h J X I, . , . . . 1 1 • . ■ �a-r X O ,� 1 , i V,, .Sp-I ; ; . .. .. � . ' . . , /F . (,33K O 1S) ,a/. • . . ; . 4t f z • i I . , • A - I /o c. ie. it des y n q 1 � 5 .. ...p,- ... . _ • • • d e o c.-1 vv/1\ 5Q/ ✓ 1-(e ._k ve-. ( /oaf • . . � . l • . . CL-,..4- lc NSf I k'6 k 3 /i( _ • : _ L . JI L I _r For h,,� Lis • 5-3 .' ^ 72' 1" • , 6 , . r L R r 7,--.1e. y -� • l :. . ).. k ..... Mar -03 -2005 10:16 From -DLP Group Seattle T -2T0 P 004/005 F -49T Calculations d DLRGroup Date Subject Computed _ - -- Checked Project Name Project Number ._ y0,/7 .. 0 ' Page rof pages) �r i ) 3 t o F r e - � • e y G C - " 7 < `' n i� E ... C 9. e (.X/ p i, !�rs� � ) •c • (//.1 _ II l 7 k _ ( ) . Ir Sith Cu /ec ran . c ‘o i-1.5" i .. 17 1r _ y � 71 • - / - o P !mss - . .11(5C C 4P ' Pn i1 ,.. ifit" ; fpc. 13' (.tl . 41AK:ly .. 7 t 4� rc v,s�d oi, f , , . • d O N O O _ Of 1.9 V T 4� O J 1 n O C H m JY Et "/ // // / / ////////r/ 1 DIAPHRAGM ATTACHMENT TYPE A. TYP {Ztv;S „�e.� IL DIAPHRAGM ATTACHMENT AREAS TYPE '8' IN HATCHED [ / 7 - / // 7/ //. / / ///: O 0 ti 11/15/2004 15:18 FAX 5035981960 CITY OF TIGARD 81001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2490 CONNECTION TEL 12064616049 SUBADDRESS CONNECTION ID ST. TIME 11/15 15:15 USAGE T 03'48 • PGS. SENT 9 RESULT OK TODD F. 204 - 4 JOB NAME: Washington Square Mall — Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 1 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004-00454 Corr. Item Page No. Comments Made No. 1 S0.1 Category is III (Table 1604.5: Buildings and other structures where more than 300 people congregate in one area) I„, = 1.15. Calculations Vol. 1 Wind load, per section 1603.1.4, calculations are not included in 2 and 2 calculations. Provide wind calculations showing the governing force, wind or seismic, 3 S0.1 Seismic Use Group is II (1616.2.2). Revise seismic calculations reflecting new Seismic Use Group. 4 S0.1, Calculations Submit geotechnical report verifying Site Class = C or revise seismic 1.6.4 calculations with Site Class = D. 1615.1.1 5 SO.1 Identify the lateral load capacity of piles. 6 S0.1 Minimum load for stairs is not identified on the drawings. Table 1607.1 7 S0.1 COLD - FORMED STEEL FRAMING. Provide calculations and max. load for 5/8" dia. Bolt with 6 in. embedment. • 8 S0.1 SPECIAL STRUCTURAL INSPECTIONS: Concrete: _1704.4 with exception 2.3... does not apply, all concrete fc >3000 psi. Clarify. 9 S0.1 Provide quality assurance program for seismic per Section 1705. SPECIAL STRUCTURAL INSPECTIONS: Section 1708 Program for • TRANSMISSION VERIFICATION REPORT TIME : 11/15/2004 09:37 NAME : TIGARD BUILDING DEPT FAX : 5036243681 TEL . SER.# : BROD4J479592 DATE,TIME 11/15 09:34 FAX NO. /NAME 12064616049 DURATION 00:03:27 PAGE(S) 09 RESULT OK MODE STANDARD TODD F. 204 4 1 - 61- 6v`f`7 JOB NAME: Washington Square Mail - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 1 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09117104) BUP 2004 -00454 Corr. Item Page No. Comments Made No. 1 S0.1 Category is III (Table 1604.5: Buildings and other structures where more than 300 people congregate in one area) I,,, = 1.15. Calculations Vol. 1 Wind load, per section 1603.1.4, calculations are not included in 2 and 2 calculations. Provide wind calculations showing the governing force, wind or seismic, 3 50.1 Seismic Use Group is II (1616.2.2). Revise seismic calculations reflecting new Seismic Use Group. SO.1, Calculations Submit geotechnical report verifying Site Class = C or revise seismic 4 1.6.4 calculations with Site Class = D. 1615.1.1 5 80.1 Identify the lateral load capacity of piles. 6 SO.1 Minimum load for stairs is not identified on the drawings. Table 1607.1 7 50.1 COLD- FORMED STEEL FRAMING. Provide calculations and max. load for 5/8" dia. Bolt with 6 in. embedment. 8 S0.1 SPECIAL STRUCTURAL INSPECTIONS: Concrete: ...1704.4 with exception 2.3... does not apply, all concrete fc >3000 psi. Clarify. TODD F 206 — 461— 6O ct9 JOB NAME: Washington Square Mall - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 1 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004 -00454 Corr. Item Page No. Comments Made No. 1 50.1 Category is III (Table 1604.5: Buildings and other structures where more than 300 people congregate in one area) I = 1.15. Calculations Vol. 1 Wind load, per section 1603.1.4, calculations are not included in 2 and 2 calculations. Provide wind calculations showing the governing force, wind or seismic. 3 S0.1 Seismic Use Group is II (1616.2.2). Revise seismic calculations reflecting new Seismic Use Group. 4 S0.1, Calculations Submit geotechnical report verifying Site Class = C or revise seismic 1.6.4 calculations with Site Class = D. 1615.1.1 5 S0.1 Identify the lateral load capacity of piles. 6 S0.1 Minimum load for stairs is not identified on the drawings. Table 1607.1 7 S0.1 COLD- FORMED STEEL FRAMING. Provide calculations and max. load for 5/8" dia. Bolt with 6 in. embedment. 8 S0.1 SPECIAL STRUCTURAL INSPECTIONS: Concrete: ...1704.4 with exception 2.3... does not apply, all concrete fc >3000 psi. Clarify. 9 S0.1 Provide quality assurance program for seismic per Section 1705. SPECIAL STRUCTURAL INSPECTIONS: Section 1708 Program for 10 S0.1 STRUCTURAL TESTING FOR SEISMIC RESISTANCE must be • included on the drawings. Provide STRUCTURAL OBSERVATIONS per Section 1709 for Special 11 S0.1 moment resisting frames, special concentric braced frames, and special concrete shear walls. 12 SLOB Provide section /details for elevator pit between SS.9, UU and 43.6, 42.8. Grade beams between W and WW and other locations are shown 13 S1.0B lighted. Identify the difference between them and other grade beams on the foundation plan. Locations of piles at concrete shear walls are not adequately located 14 S1.0B with respect to the pile cap. • • JOB NAME: Washington Square Mall — Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 2 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004 -00454 Corr. Item Page No. Comments Made No. 15 51.06 Detail 45/S3.0 SIM. Please identify the difference between this detail and 45/S3.0. Many steel columns on plans do not match steel columns in 16 S1.1B calculations. Revise plan to match calculations. Example. Col at HH & 43.95 is identified in plan as W10x49, in the calculations as W12x88. 17 S1.1 B Some slab reinforcement Is Identified as "Top" or "Bottom" others are not identified. Please clarify location in slab. Please provide calculations for the canopy Between 36.5, 35.8 and 18 S1.1 B west of ZZ. Provide dimensions and detail of brace connection to concrete wall. 19 SLOB & S1.1 B Please provide calculations for pile caps and grade beams in conformance with 1808.2.23.2. Provide grade beams connecting all piles or provide 20 S1.1 B calculations /details showing the roof can resist the forces created in the mode when the building components go in opposite directions. 21 S1.1 B LEGEND NOTES: Item 3. Please provide calculations and details. 22 S2.0B Clarify detail 26/S3.1 on grid RR @ 29.3. 23 S2.OB Please identify typical beam to column and beam to beam connections on plan. 24 S2.1B Joists on the plan do not match the calculations. Please clarify. 25 S2.1B Detail 44/S3.8 does not exist. Please clarify detail. 26 S2.1B Detail 15/S3.8 appears to be incorrect. Please clarify detail. 27 S2.1B Detail 23/S3.6 appears to be incorrect. Please clarify detail. 28 S2.1 B and Please provide calculations for snow drift per 1608.7 — 1608.9. Calculations 1.2.3 JOB NAME: Washington Square Mall - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 3 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004 -00454 Corr. Item Page No. Comments Made No. 29 S2.10B Detail 23/S2.10B: Please clarify detail XX/S3.X. 30 S2.106 Detail 25/A2.10B: Please provide calculations for HSS 6x6x1/4 column. 31 S2.10B Detail 51/S2.10B and 53/S2.10B: Detail 54/S3.4 appears not to be the correct detail. Please clarify detail. 32 S2.10B Please provide calculations verifying existing structure is adequate to support additional load due to new load from new framing. 33 S3.0 - S3.7 Please clarify where details are applicable and remove unused details. Steel Column Schedule: There are required columns in the 34 S3.0 calculations that are not identified in the schedule. Please modify schedule to reflect the required columns in the calculations. 53/S3.0: Pile Cap dimensions and reinforcing do not match the 35 S3.0 calculations (1.5.1) or CRSI (1996). Thickness of pile cap is not clearly identified in the details. Please clarify. 36 S3.0 Please provide calculations for grade beam schedule per 1808.2.23.2 with clearances. 37 S3.1 Connection Schedule: Please provide calculations for connections. 38 S3.1, S3.3 and S3.5 Plates on schedule in conflict with plates noted on details. Clarify. 39 S3.1 Detail 16/S3.1: Please provide calculations for plate. Clarify plate thickness. 40 S3.1 Detail 24/S3.1: Detail shows full length welds on both sides of shear plate, staggered. Please clarify. 41 S3.1 Detail 25/S3.1: Identify coped flanges and provide calculations for connection. 42 S3.1, S3.3, S3.6 Multiple locations. Please identify light gauge stud size, spacing and track size as well as track connections to steel. .JOB NAME: Washington Square Mall — Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 4 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004 -00454 Corr. Item Page No. Comments Made No. 43 S3.1 Detail 26/S3.1: Please clarify dimensions of "Bent PL 1 /4" Continuous ". 44 S3.1 Detail 31/S3.1: Please clarify dimensions of cap /base plate. Detail 35/S3.1: Detail appears to be rotated 180 degrees. Please 45 S3.1 clarify how the joists frame in perpendicular to the section. Please clarify dimensions of cap plate. 46 S3.1 Detail 36/S3.1: This detail does not conform the pre - qualified FEMA 350 connections. Please revise / provide calculations. 47 S3.1 Detail 42/S3.1: Detail appears to be eccentric. Please provide calculations showing adequacy of connection and column. Detail 52/S3.1: Column appears to be rotated 180 degrees. Please 48 S3.1 modify detail and provide calculations for the bolted and welded connections. 49 S3.2 Detail 11/S3.2: Please provide calculations and detail for auger cast pile per 1808 and 1810. 50 S3.2 Detail 21/S3.2, 24/S3.2: Provide calculations for barrier wall with 6000# load 18" from slab. 51 S3.2 Detail 31/S3.2: Clarify weld sizes, plate sizes and calculations. 52 S3.2 Detail 32/S3.2: Please locate on plan and provide calculations. 53 S3.2 Detail 41/S3.2: Please identify maximum bolt capacities. 54 S3.3 Detail 31, 32,41- 43/S3.3: Please clarify connection details and dimensions. S3.3, calculations 55 1.6.225, 1.6.226, Please provide calculations for SCBF per 2205.2.2. 1.6.227 Multiple Locations: Please identify which pre - qualified moment 56 S3.3 connections per FEMA 350 are used and modify drawings to conform to specified pre - qualified connection. JOB NAME: Washington Square Mall - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 5 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004 -00454 Corr. Item Page No. Comments Made No. 57 S3.4 Detail 35/S3.4: Provide calculations with wheel loading. 58 S3.4 Detail 12/S3.4: Please provide calculations and show the existing structure is capable of the new load. 59 S3.4 Detail 16/S3.4: Please Identify on detail maximum wall height, reinforcement placement and calculations. 60 S3.4 Detail 31: Please identify maximum height and width dimensions of tunnel. Provide calculations with wheel loading. 61 S3.4 Please provide calculations for Masonry Lintel Schedule. 62 S1.0B Identify the CMU walls on the plans around the NE elevator pit. 63 S3.4 Detail 34/S3.4: Please identify reinforcing placement in the footing. Show calculations for the wall, footing and grade beam. 64 S3.4 Detail 42/S3.4: horizontal Reinforcing steel does not meet minimum requirement per ACI 14.3.3. 65 S3.4 Detail 51/S3.4: Please provide calculations for cantilevered sidewalk. Detail 55, 56/S3.4: Please identify frame on respective plan, identify 66 S3.4 detail numbers mentioned and provide calculations for frames and detail connections. 67 S3.5 Detail 11/S3.5: Please provide calculations for detail and dimensions. Detail 13/S3.5: Details noted at braced frame connection provide 68 S3.5 calculations for connections. Please identify the 3 /4" stabilizer connection. Detail 14/S3.5: Please identify dimensions of bent plates, size and 69 S3.5 dimensions of unidentified angles, location and size of "fully welded butt splice joints ". Please provide calculations for the connection of bent plates with all applicable loads. 70 S3.5 Detail 15/S3.5: Please identify how beam, not shown, frames into column. Please identify the %" stabilizer connection. JOB NAME: Washington Square Mall — Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 6 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004 -00454 • Corr. Item Page No. Comments Made No. Detail 21/S3.5: Please provide calculations for beam connection and 71 S3.5 adequacy of existing steel column to resist added load and eccentricity. 72 S3.5 Detail 22/S3.5: Please provide calculations for beam connection and adequacy of existing steel beam to resist added load. Detail 23, 52, 53/S3.5: Please provide calculations for connection and 73 S3.5 adequacy of existing masonry wall to resist added load and eccentricity. 74 S3.5 Detail 24/S3.5: Please provide calculations for steel column splice per 2205.2.2. and 8.4 of Part I of AISC 341. 75 S3.5 Detail 32, 33/S3.5: Please provide calculations for all vertical and lateral loads and connections. 76 S3.5 Detail 34, 35/S3.5: Please provide calculations and detailing requirements per 2205.3. Detail 36, 42/S3.5: Please identify where this occurs on the plans. 77 S3.5 Please provide calculations for the connections and verify the adequacy of the existing / modified structure. 78 S3.5 Detail 45/S3.5: Please identify dimensions of bent plate, what is sim. and connection calculation. 79 S3.5 Detail 51/S3.5: Please identify fillet weld thicknesses and calculations showing the adequacy of the connections per the load conditions. 80 S3.5 Detail 55/S3.5: Please provide calculations for connection. 81 S3.6 Detail 12, 16/S3.6: Please provide calculations for connection. 82 S3.6 Detail 13, 14/S3.6: Please provide calculations for connection and dimensions required for proper fabrication /construction. 83 S3.6 Detail 15/S3.6: Please identify location of HSS4x4x1 /4 in plan. Please provide calculations for lateral loads acting on skylight. Detail 22/S3.6: Please clarify connection of vertical slide clip to metal 84 S3.6 studs. Provide details for out -of -plane loading to stud and dimensions of bent plate. Please clarify Y2" dimension. JOB NAME: Washington Square Mall - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 7 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004 -00454 Corr. Item Page No. Comments Made No. Detail 24/S3.6: Please provide calculations for the attachment of the 85 S3.6 parapet to the metal including out -of -plane loading. Please provide additional information for the connection providing a full load path. Please provide maximum height of stud wall and unidentified angle. 86 S3.6 Detail 24/S3.6: Please provide calculations and dimensions for detail. Include web stiffeners, bolted and welded connections. 87 S3.6 Detail 33, 41/S3.6: Please identify on plan where penthouse is located and provide calculations and dimensions for penthouse. 88 S3.6 Detail 35,36,43- 56/S3.6: Please provide calculations and dimensions for details. 89 S3.7 Detail 13, 31 & 36/S37: Identify on detail the maximum load the stair structure can transfer to the main structure. 90 S3.7 Detail 21/S3.7: Please submit calculations and note unidentified reinforcing steel. 91 S3.7 Detail 22/S3.7: Please provide calculations. 92 S3.7 Detail 26/S3.7: Please provide calculations for connection with 6000# load 18" from the top of concrete slab. Detail 32, 33/S3.7: Please identify dimensions of bent plate as well as 93 S3.7 other unidentified members. Please provide calculations including edge loading. Detail 34, 35/S3.7: Please identify "other details ", unidentified 94 S3.7 reinforcing steel size and location and provide calculations for cantilever. 95 S3.7 Detail 36/S3.7: Provide details of reinforcing steel per ACI 318, Section 7.10.5.3. 96 S3.7 Detail 46, 56/S3.7: Please provide calculations and detail reinforcing steel per ACI 318, Section 7.10.5.3. 97 S3.7 Detail 51- 55/S3.7: Please identify on plan. Provide calculations and identified members, connections and details. 98 S3.8 Detail 12/S3.8: Detail reinforcing steel per ACI, Section 318 7.10.5.3. • JOB NAME: Washington Square Mall - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 8 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004 -00454 Corr. Item Page No. Comments Made No. 99 S3.8 Detail 13/S3.8: Please identify on plan and provide calculations. 100 S3.8 Detail 23- 25/S3.8: Please provide calculations. 101 S3.8 Detail 25/S3.8: Clarify the connection of the angle to the beam at the angle intersection. There are several beams that have been user changed that do not 102 Calculations 1.2.82- match the plan. For example beam 26 is a W30x124 in the 1.2.106 calculations and W16x26 in plan. Please revise plans to match calculations or calculations to match the plans. 103 Calculations 1.2.101, There are members that are identified as inadequate. Please clarify. 1.2.103, 1.2.106 104 Calculations 1.3.6 Beam appears to be greater than 13 feet long on the plan. Please verify and modify calculations as required. 105 Calculations 1.4.12- There are several columns in the calculations that do not match what 1.4.24 is noted on the plans. Please clarify. 106 Calculations 1.6.8 Please verify Verco deck shear capacity. 107 Calculations 1.6.10 Clarify the continuous edge plate and calculations. 108 Calculations Volume Please provide calculations for spandrel beams. 109 Calculations Volume Please provide calculations for the elevator / elevator pit. 110 Calculations Volume Please provide calculations for masonry walls. 111 Calculations 2.3.4 Dead load used in calculations on page 2.3.4 is 80 psf, page 2.1.1 identifies 82 psf + 5 psf. Please modify calculations for 87 psf. 112 Calculations 2.4.1 Please provide calculations for piles and pile caps. JOB NAME: Washington Square Mall — Phase I I CITY OF TIGARD . JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: October 26, 2004 13125 SW HALL BOULEVARD TIGARD, OR 97223 ' SHEET 9 of 9 040929 STRUCTURAL PLAN REVIEW #1 Building Permit (Plans Date 09/17/04) BUP 2004 -00454 Corr. Item Page No. Comments Made No. 113 Calculations 2.5.2 Per Table 1617.6.2, R = 5.5 and per Table 1604.5 I = 1.25. Please revise calculations. 114 Calculations 2.5.11- Concrete shear walls must be designed per ACI 318, Section 21.7. 2.5.14 • JAN 04 2005 3:15 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P.01 0 .4 . MILLER CONSULTING ENGINEERS • FACSIMILE TRANSMITTAL FORM TO: Gary Lampella FIRM: City of Tigard FROM: Ray Miller PROJECT: Washington Square Mall - Phase II DATE: Tuesday, January 04, 2005 PROJ. NO.: 040929 FAX NO.: (503) 684 -7297 TIME: 3:20 PM ❑ Copy to follow via ❑ US Mail ❑ Courier Service ® Other Total number of a es: p g / , including this page. Please call (503) 246 -1250 if you do not receive all pages. MESSAGE: Mr. Lampella, attached is the structural plan review #2 for the above referenced. Please call should you have any questions regarding the following information. 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219 -5412 Phone (503) 246 -1250 Fax (503) 246 -1395 JAN 04 2005 3:15 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P.02 • *JOB NAME: Washington Square Mall- Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: January 4, 2005 13125 SW HALL BOULEVARD SHEET 1 of 10 TIGARD, OR 97223 040929 STRUCTURAL PLAN REVIEW #2 Building Permit • (Plans Date 12/17/04) BUP 2004 -00454 Corr. Item Page No. Made No. g Comments 12/30/04 1 S0.1 Category is III (Table 1604.5: Buildings and other structures where more than 300 people congregate in one area) I = 1.15. Calculations Vol. 1 Wind load, per section 1603.1.4, calculations are not included in 12/30/04 2 calculations. Provide wind calculations showing the governing force, and 2 wind or seismic. 12/30/04 3 S0.1 Seismic Use Group is II (1616.2.2). Revise seismic calculations reflecting new Seismic Use Group. 12/30/04 SO.1, Calculations Submit geotechnical report verifying Site Class = C or revise seismic 4 1.6.4 calculations with Site Class = D. 1615.1.1 12/30/04 5 SO.1 Identify the lateral load capacity of piles. 12/30/04 6 SO.1 Minimum load for stairs is not identified on the drawings. Table 1607.1 12/30/04 COLD - FORMED STEEL FRAMING. Provide calculations and max. 7 SO.1 load for 5/8° dia. Bolt with 6 in. embedment. 12/30/04 8 S0.1 SPECIAL STRUCTURAL INSPECTIONS: Concrete: ...1704.4 with exception 2.3... does not apply, all concrete fc >3000 psi. Clarify. 12/30/04 9 SO.1 Provide quality assurance program for seismic per Section 1705. 12/30/04 SPECIAL STRUCTURAL INSPECTIONS: Section 1708 Program for 10 S0.1 STRUCTURAL TESTING FOR SEISMIC RESISTANCE must be included on the drawings. 12/30/04 Provide STRUCTURAL. OBSERVATIONS per Section 1709 for Special 11 SO.1 moment resisting frames, special concentric braced frames, and special concrete shear walls. 12/30/04 _ 12 Si OB Provide section /details for elevator pit between SS.9, UU and 43.6, 42.8. 12/30/04 Grade beams between W and WW and other locations are shown 13 S1.0B lighted. Identify the difference between them and other grade beams on the foundation plan. 12/30/04 Locations of piles at concrete shear walls are not adequately located 14 S1 .0B with respect to the pile cap. JAN 04 2005 3:15 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P.03 JOB NAME: Washington Square Mall - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: January 4, 2005 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 8 of 10 040929 STRUCTURAL PLAN REVIEW #2 Building Permit (Plans Date 12/17/04) BUP 2004 -00454 Com Item Page No. Made No. g Comments 1/4/05 99 S3.8 Detail 13/S3.8: Please identify on plan and provide calculations. 1/4/05 100 S3.8 Detail 23- 25/S3.8: Please provide calculations. 1/4/05 Detail 25/S3.8: Clarify the connection of the angle to the beam at the 101 S3.8 angle intersection. 1/4/05 There are several beams that have been user changed that do not 102 Calculations 1.2.82- match the plan. For example beam 26 is a W30x124 in the 1.2.106 calculations and W16x26 in plan. Please revise plans to match calculations or calculations to match the plans. 1/4/05 Calculations 1.2.101, 103 1.2.103, 1.2.106 There are members that are identified as inadequate. Please clarify. 1/4/05 Beam appears to be greater than 13 feet long on the plan. Please 104 Calculations 1.3.6 verify and modify calculations as required. 1/4/05 Calculations 1.4.12- There are several columns In the calculations that do not match what 105 1.4.24 is noted on the plans. Please clarify. 1/4/05 106 Calculations 1.6.8 Please verify Verco deck shear capacity. 1/4/05 107 Calculations 1.6.10 Clarify the continuous edge plate and calculations. 1/4/05 Calculations Volume 108 2 Please provide calculations for spandrel beams. 1/4/05 Calculations Volume 109 2 Please provide calculations for the elevator / elevator pit. 1/4/05 Calculations Volume 110 2 Please provide calculations for masonry walls. 1/4/05 Dead load used in calculations on page 2.3.4 is 80 psf, page 2.1.1 111 Calculations 2.3.4 identifies 82 psf + 5 psf. Please modify calculations for 87 psf. 1 /4/05 112 Calculations 2.4.1 Please provide calculations for piles and pile caps. JAN 04 2005 3:16 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P.04 JQB NAME: Washington Square Mall - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: January 4, 2005 13125 SW HALL BOULEVARD SHEET 9 of 10 TIGARD, OR 97223 040929 STRUCTURAL PLAN REVIEW #2 Building Permit (Plans Date 12/17/04) BUP 2004 -00454 • Com Item Made No. Page No. Comments 1/4/05 Per Table 1617.6.2, R = 5.5 and per Table 1604.5 I = 1.25. Please 113 Calculations 2.5.2 revise calculations. 1/4/05 Calculations 2.5.11- 114 2.5 14 Concrete shear walls must be designed per ACI 318, Section 21.7. 115 Special Inspection Special inspection per section 1704, 1705, 1707 and 1708 is required for concrete, welding, reinforcing steel, bolting, adhesive anchors, expansion anchors, anchor bolts at braced frames, headed stud anchor, masonry, epoxy anchors, post - tensioned concrete and auger cast piles. 116 Structural Structural observation per section 1709 is required for foundation Observation reinforcing steel, masonry, structural steel erection, steel decking, special concentrically braced frames and concrete shear walls. 117 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. 118 General Submit one set of steel open -web joists and girder shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. 119 General Submit one set of light gage metal framing shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the _ City of Tigard before placement. 120 General Submit one set of steel decking shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of • Tigard before placement. 121 General Submit one set of stair framing shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. 122 General Submit one set of miscellaneous steel shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. 123 General Submit one set of precast prestressed concrete shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. 124 General Submit one set of auger cast pile shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. 125 General Submit one set of post- tensioned concrete shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. JAN 04 2005 3:16 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P.05 JOB NAME: Washington Square Mall - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: January 4, 2005 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 10 of 10 040929 STRUCTURAL PLAN REVIEW #2 Building Permit (Plans Date 12/17/04) BUP 2004 -00454 Corr. Item Page No. Comments Made No. 126 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of revised plans to the City of Tigard. • • ** TOTAL PAGE.05 ** • • TRANSMISSION VERIFICATION REPORT TIME : 01/19/2005 12:00 NAME : TIGARD BUILDING DEPT FAX : 5036243681 TEL : SER.# : BROD4J479592 DATE,TIME 01/19 11:59 FAX NO. /NAME 14258671577 0 DURATION 00:00:43 PAGE(S) 05 RESULT OK MODE STANDARD ECM JAN 04 2005 3 : 15 PM FR MILLER CONSULTNC ENG246 1395 TO 503b847297 P. 0 1 MILLER CONSULTING ENGINEERS FACSIMILE TRANSMITTAL FORM TO: Gary Lampella FIRM: City of Tigard FROM: Ray Miller PROJECT: Washington Square Mall - Phase II DATE: Tuesday, January 04, 2005 PROJ. NO.: 040929 FAX NO.: (503) 684-7297 TIME: 3:20 PM 0 Copy to follow via 0 US Mail J Courier Service ig Other Total number of pages: , including this page. Please call (503) 246-1250 if you do not receive all pages. / : g a, attached is the structural plan review #2 for the above referenced. 6 - co,549/u e any questions regarding the following information. Sc` ITO'? °-124 . • •- TRANSMISSION VERIFICATION REPORT TIME : 01/19/2005 12:03 NAME : TIGARD BUILDING DEPT FAX : 5036243681 TEL . SER.# : BR0D4J479592 DATE, TIME 01/19 12:01 FAX NO. /NAME 12064616049 DURATION 00:01:51 PAGE(S) 05 RESULT OK MODE STANDARD JAN 04 2005 3:15 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P. MILLER CONSULTING ENGINEERS FACSIMILE TRANSMITTAL FORM • TO: Gary Lainpella FIRM: City of Tigard FROM: Ray Miller - - PROJECT: Washington Square Mall - Phase H DATE: Tuesday, January 04, 2005 PROJ. NO.: 040929 FAX NO.: (503) 684 -7297 TIME: 3:20 PM . ❑ Copy to follow via ❑ US Mall 0 Courier Service ® Other s. Total number of a es: p g K, including this page. Please call (503) 246 -1250 if you do not receive all pages. 7 c7w attached is the structural plan review #2 for the above referenced. r 6- any questions regarding the following information. S' . E - 61 -1 DLR Gro • January 19, 2004 Architecture Engineering Planning Interiors '. • 900 Fourth Avenue, Suite 700. • Seattle, WA 98164 -1006 City of Tigard tel 206/461 -6000 Building•Department Fax 206 -461 -6049 Seattle @dlrgroup.com • 13125 SW - Hall Boulevard www.dlFgroup.com Tigard, OR 97223 - Re: Project Name: Washington Square Mall Phase II DLR Project #: 74- 03103 -00 . Structural Plan Review Comments Dear Sirs : Response to Structural Plan Review #2; #040929, dated 01/04/05 Permit BUP -00454 115. Special inspection as noted do Sheet S0.1 will - be'i rovided.• Will comply. - 116. Structural observation will be provided as noted on Sheet 50.1.. Will comply. • 11'7. Will comply.. Contractor shall forward to City as noted. • 118. - Will comply. Contractor shall forward to 'City as noted. 119. ' Will comply. Contractor shall forward to City as noted.. 120. . Will comply. Contractor shall •forward to. City as noted. 121.. Will comply. Contractor shall forward to City as noted. 122. Will comply: Contractor shall forward to City as noted. RECEIVED - : 123. Will comply. Contractor shall forward to City as noted. 124. Will comply. Contractor shall forward to City as noted. IAN. i 2005 125. Will comply. Contractor shall forward to City as noted. 126. Noted. Corrected drawings have been sent to City. CITY OF TIGARD Sincerely, BUILDING DIVISION • DLR Group ( . ..t ii._4A..) . Daniel Munn Principal in the Firm • DM/jrs .. • • Seattle. Chicago Colorado Springs Des Moines Farmington Honolulu Kansas City Milwaukee Minneapolis • Omaha Orlando Overland Park Philadelphia Phoenix Portland Sacramento Tampa , 01/19/2005 12:01 5036243681 TIGARD BUILDING DEPT PAGE 04/05 JAN 04 2005 3:16 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P. 04 JOB NAME: Washington Square Mali — Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: January 4, 2005 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 9 of 10 040929 STRUCTURAL. PLAN REVIEW #2 Building Permit (Plans Date 12117104) BUP 2004. 00454 Corr. Item Page No. Comments Made No. 114105 Per Table 1617.6.2, R = 5.5 and per Table 1804.5 l = 1.25. Please 113 Calculations 2.5.2 revise calculations. '1/4/05 Calculations 2.5.11- 114 2 5 14 Concrete shear walls must be designed per ACt 318, Section 21.7. 115 Special Inspection Special inspection per section 1704, 1705, 1707 and 1708 is required for concrete, welding, reinforcing steel, bolting, adhesive anchors, expansion anchors, anchor bolts at braced frames, headed stud anchor, masonry, epoxy anchors, post - tensioned concrete and auger cast� 116 Structural Structural observation per section 1709 is required for foundation Observation reinforcing steel, masonry, structural steel erection, steel decking, special concentrically braced frames and concrete shear walls. 117 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. 118 General Submit one set of steel open -web joists and girder shop drawings, which have been reviewed and Initialed by Project Engineer, to be filed with the City of Tigard before placement. 119 General Submit one set of light gage metal framing shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. 120 General Submit one set of steel decking shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tiq`rd before placement. 121 General Submit one set of stair framing shop drawings, which have been reviewed and initiated by Project Engineer, to be filed with the City of Tigard before placement. 122 General Submit one set of miscellaneous steel shop drawings, which have been reviewed and Initialed by Project Engineer, to be filed with the City of Tigard before placement. 123 General Submit one set of precast prestressed concrete shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with _ the Ci of Tigard before placement. 124 General Submit one set of auger cast pile shop drawings, which have been reviewed and initialed by Project Engineer, to be filed with the City of Tigard before placement. 125 General Submit one set of post - tensioned concrete shop drawings, which have been reviewed and Initialed by Project Engineer, to be filed with the City of Tigard before placement. �"'' RECEIVED IJAN. 21 2005 CITY OF TIGARD BUILDING DIVISION 01/19/2005 12:01 5036243681 TIGARD BUILDING DEPT PAGE 05/05 • .MW 04 2005 3:16 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P.05 • JOB NAME: Washington Square Mall - Phase II CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT DATE: January 4, 2005 13125 SW HALL BOULEVARD TIGARD, OR 97223 SHEET 10 of 10 040929 STRUCTURAL PLAN REVIEW #2 Building Permit (Plans Date 12117104) BUP 2004-00454 Corr. Item Page No. Comments Made No. J _ _ 126 General Approved resolution of the above items shall be Incorporated into submittal plans before a permit will be issued. Submit four (4) sets of revised plans to the City of Tigard. • RECEIVED 1 JAN 21 2005 CITY OF TIGARD BUILDING DIVISION ** TOTAL PAGE. 05 **