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Correspondence Val Henze! - FW: A &F #972 - Washington Square Mall Page 1 tP -c(QI N From: "Patricia Fellenstein" <PFellenstein@thorsonbaker.com> To: <val @tigard- or.gov> Date: 3/1/2006 12:49:27 PM Subject: FW: A &F #972 - Washington Square Mall Val, I incorrectly typed your email address. Patricia Fellenstein Thorson Baker & Associates 330.659.6688 (P) 330.659.6675 (F) pfellenstein@thorsonbaker.com < mailto :ptinnirello @thorsonbaker.com> - - -- Original Message-- - From: Patricia Fellenstein Sent: Wednesday, March 01, 2006 3:44 PM To: 'Val @tigard / or.gov' Cc: 'George Pack' Subject: A &F #972 - Washington Square Mall Val, Per my conversation with Ray from Miller Consulting Engineers, we will be submitting only the revised sheets and the additional calculations that address their comments. I was told by Ray that the revised sheets /calculations should go through your office and you will forward the information to him. Please call with any questions. Thanks, Patricia Fellenstein Thorson Baker & Associates 330.659.6688 (P) 330.659.6675 (F) pfellenstein@thorsonbaker.com <maitto:ptinnirello©thorsonbaker.com> Val Henze! - FW: A&F #972 - Washington Square Mall Page 1 From: "Patricia Fellenstein" <PFellenstein @thorsonbaker.com> To: <val©tigard-or.gov> Date: 3/1/2006 12:49:27 PM Subject: FW: A&F #972 - Washington Square Mall Val, I incorrectly typed your email address. Patricia Fellenstein Thorson Baker & Associates 330.659.6688 (P) 330.659.6675 (F) pfellenstein@thorsonbaker.com < mailto :ptinnirello@thorsonbaker.com> --- Original Message-- - From: Patricia Fellenstein Sent: Wednesday, March 01, 2006 3:44 PM To: 'Val @tigard / or.gov' Cc: 'George Pack' Subject: A&F #972 - Washington Square Mall Val, Per my conversation with Ray from Miller Consulting Engineers, we will be submitting only the revised sheets and the additional calculations that address their comments. I was told by Ray that the revised sheets /calculations should go through your office and you will forward the information to him. Please call with any questions. Thanks, Patricia Fellenstein Thorson Baker & Associates 330.659.6688 (P) 330.659.6675 (F) pfellenstein©thorsonbaker.com < mailto :ptinnirello @thorsonbaker.com> JOB NAME: Washington Square Mall — Phase II — Area 'B' CITY OF TIGARD JOB ADDRESS: Washington Square Mall BUILDING DEPARTMENT 9377 SW Washington Square Road 13125 HALL BOULEVARD DATE: March 9, 2006 TIGARD, OR 97223 SHEET 1 OF 1 MCE Project No.: 040929 -PR STRUCTURAL PLAN REVIEW #6 Building Permit BUP2004-00454 Plans dated 3/7 /06 for Abercrombie & Fitch (Permit #BUP2005 -00614) Corr. Item Page No. Comments Made No. 03/09/06 1 Calculations for rear wall Submit calculations with output and details for lateral dated January 27, 2006 loads. Section 1603.1.5 and section 1605.3 03/09/06 2 Sheet S2.2 Submit calculations and details for connections. (Metal Details 3, 4 and 5 stud to metal stud, edge distance on anchors, anchors, welds, base tube and bracing). Section 106.1.1 03/09/06 3 Sheet S2.2 Submit calculations and details for metal studs Details 3, 4, 5 and 8 (Note: conflict of notation on details) Section 106.1 4 Special Inspection Special inspection per section 1704, 1705, 1707, and 1708 is required for welding, bolting adhesive anchors and anchor bolts. 5 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. 6 General Submit one set of light gage framing shop drawings, which have been reviewed and initialed by project engineer, to be filed with the City of Tigard before placement. 7 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. ld llh February 6, 2006 .iJ , CITY OF TIGAR® FMS Architects OREC®N George Pack 1020 Dennison Ave # 300 Columbus, Ohio 43201 RE: ABERCROMBIE & FITCH #972 — EXTERIOR WALL REVIEW Project Information Building Permit: BUP2005 -00614 Construction Type: II-B Tenant Name: Abercrombie & Fitch Occupancy Type: M Address: 9393 SW Washington Sq. Occupant Load: 234 Area: 11,090 sq ft Stories: 2 + 2 Mez. The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and 2004 Oregon Fire Code as amended by TVF &R. The submitted architect plans for the exterior store front (curtain wall)are approved subject to the following conditions. • 1. 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. Deferred Items received: *Exterior storefront Structural sent to Miller Consulting for review c. Awnings d. Stairs 2. Special Inspection is required for all EIFS applications. The special inspection agency of record shall furnish inspection reports to the Engineer of Record, Thorson Baker & Associates, the General Contractor, 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. 1704 OSSC 4. Fireblocking. Where the combustible exterior wall covering is furred from the wall and forms a solid surface, the distance between the back of the covering and the wall shall not exceed 1.5/8` inches and the space thereby created shall be fireblocked in accordance with Section 717 so that there will be no open space exceeding 100 square feet. Where wood furring strips are used, they shall be of approved wood of natural decay resistance or preservative- treated wood. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 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. 106.3.1 OSSC 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 processing the documents. Respectfully, d / Val Henzel, Senior Plans Examiner Consulting Engineers THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road (330) 659 -6688 phone Richfield, Ohio 44286 (330) 659 -6675 fax REC EIVE la ® � '� 8 2006 Cf TY of Tf Gq� D BUfLDING pNISION TRANSMITTAL Date: March 7, 2006 Project No: 2005 -0689 To: City of Tigard Oregon Project: Abercrombie & Fitch 13125 SW Hall Blvd. Project Site: Tigard, Oregon Tigard, OR 97223 Sent Via: Overnight X UPS, Attention: Val Henial Delivery E -mail From: Patty Fellenstein Mail Fax No of sheets +cover Copies Type Drawing No. Description 1 30x42 S1.0, S1.1, S1.2, S2.2, S2.3 Revised Structural drawings for rear wall, stamped & Bond signed 1 8' /2 x 11 - Structural Calculations for rear wall, stamped & signed These are transmitted as checked below: For Approval As Requested X For Your Use X For Review & Comment Remarks: Distribution: TBA, Laurie Borchert Mitchell Gruesen @ A &F (Fax: 614 - 283 -8541) George Pack @ FMS (Fax:614- 291 -1020) • Robert Peraza @ A &F (Fax:614- 283 -8819) Mike Sheneman @ Royal Seal (Fax:817- 491 -6402) Structural • Mechanical • Electrical • Civil • Landscape Architecture X1200512005-06891Documents1Transnuttals12005-0689 TR12 doc Consulting Engineers THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road (330) 659 -6688 phone Richfield, Ohio 44286 (330) 659 -6675 fax RECEIVED Abercrombie & Fitch #972 MAR 8 2006 Washington Square Mall Tigard, OR CITY OF TIGARD TBA job number 2005 -0689 BUILDING DIVISION Revision No. 1 Issued March 7, 2006 Page 1 The following is Thorson Baker & Associates response to the Building Department review comments dated February 8, 2006 by Miller Consulting Engineers, Inc.: Structural Plan review #5 Comment #1 — Submit calculations with output and details for lateral load. Section 1603.1.5 and sections1605.3. Response: Will Comply. See revised calculations. Comment #2 — Submit Calculations and details for connections. (Metal stud to metal stud, edge distance on anchors, anchors, welds, base tube and bracing). Section 106.1.1 Response: Will comply. See additional calculation sheet. Comment # 3 — Submit calculations and details for metal studs (Note: conflict of notation on details) Section 106.1. Response: Will comply. See additional calculation sheet and see added sheet S2.4. Structural Plan Review #3 and Structural Plan Review #2 apply to the shell building, therefore not applicable. End of Revision • February 1, 2006 Miller Consulting Engineers 9570 Barbur Boulevard Portland, OR 97219 RE: PERSONAL SERVICES CONTRACT Project Information Building Permit: BUP2005 -00614 Occupancy Type: M Tenant Name: Abercrombie & Fitch Construction Type: IIB Address: 9377 SW Washington Square Road Occupant Load: NA To whom it may concern, Please review the accompanying structural plans for the revisions to the original curtain walls permitted under the mall expansion permit number BUP2004- 00454. The project is to be reviewed under the International Building Code, 2003 edition. Enclosed are full size plan sheets S1.0, S1.1, S1.2, S2.2, S2.3 & the structural calculations. I have also included the original plans and calculations for your comparison. Assess fees per the Personal Service Contract at an hourly rate and inform me of the hours so that I can bill the applicant accordingly. Thank you! If you need additional information please call me at 503- 718 -2436. Respectfully, Brian Blalock, Plans Examination Supervisor . . • 1 FILE COPY i ,gi,,„ • December 9, 2005 CITY OF TIGARD OREGON FMS Architects George Pack 1020 Dennison Ave # 300 Columbus, Ohio 43201 RE: ABERCROMBIE & FITCH #972 - REVIEW ` Project Information Building Permit: BUP2005 -00614 Construction Type ' II -B Tenant Name: Abercrombie & Fitch Occupancy Type: M Address: C1311.-93'73 SW Washington Sq. Occupant Load: 234 Area: 11,090 sq ft Stories: _ , 2 + 2 Mez. The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition; and 2004 International Fire Code as amended by TVF &R The submitted plans are approved subject to the following conditions. 1. 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. Deferred Items: a. Sprinkler system b. Awnings c. Stairs d. Exterior storefront design e. Fire alarm system 2. Combustible materials shall be permitted in buildings of Type I or II construction in the following Applications. OSSC 603.1 1. Fire- retardant - treated wood shall be permitted in: 1.1. Nonbearing partitions where the required fire - resistance rating is 2 hours or less. 1.2. Nonbearing exterior walls where no fire rating is required. 1.3. Roof construction as permitted in Table 601, Note c, Item 3. 2. Thermal and acoustical insulation, other than foam plastics, having a flame spread index of not more than 25. Exceptions: #.....that would apply (5) Interior floor finish and interior finish, trim and millwork such as doors, door frames, window sashes and frames. (6) Where not installed over 15 feet (4572 mm) above grade, show windows, nailing or furring strips, wooden bulkheads below show windows, their frames, aprons and show cases. (7) Finished flooring applied directly to the floor slab or to wood sleepers that are fire stopped in accordance with Section 717.2.7. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 V .✓ -� (8) Partitions dividing portions of stores, offices or similar places occupied by one tenant only and which do not establish a corridor serving an occupant load of 30 or more shall be permitted to be constructed of fire- retardant - treated wood, 1 -hour fire - resistance -rated construction or of wood panels or similar light construction up to 6 feet in height. Etc 3. Elevators and conveying systems and their components are regulated by the State of Oregon call 503- 378 -3866 for information for plan review and inspection requirements. 4. The fire partition separating tenant spaces in a mall, complying with Section 402.7.2, is not required to extend beyond the underside of a ceiling that is not part of a fire- resistance -rated assembly. A wall is not required in attic or ceiling spaces above tenant separation walls. OSSC 708.4 5. The main exterior door or doors are permitted to be equipped with key - operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background, 3. Where egress doors are used in pairs, approved automatic flush bolts shall be permitted to be used, provided that the door leaf having the automatic flush bolts has no doorknob or surface - mounted hardware. 1008. L8.3 OSSC 6. Exits and exit access doors shall marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. 1011.1 OSSC 7. All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 1008.1.8 OSSC 8.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. 1006.3 OSSC FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. 9.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. 1006.2 OSSC 10. Accessible checkout aisles shall be on an accessible route and at least 36 inches wide. Counters in accessible checkout aisles shall be not more than 38 inches (965 mm) high and the top of the raised edge of the counter shall not exceed 40 inches (1016 mm) in height above the finished floor. Accessible checkout aisles shall be identified by the international symbol of access. OSSC section 1109.19, 1109.23.3 13.Safety glazing including but not limited to: the following locations: Each unit of glazing shall be permanently identified by the manufacturer. 2406 OSSC. Some of these locations are as follows: a. Glazing in ingress and means of egress doors. b. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24" arc of the door in a closed position and whose bottom edge is less than 60" above the floor or walking surface except when there is an intervening wall or other permanent barrier between the door and the glazing.'° 14. 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 the Building Division inspectors throughout all phases of construction. 106.3.1 OSSC . Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 110.1 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 processing the documents. Respectful al Henzel, Senior Plans Examiner