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Correspondence (2) r 3 ' March 16, 2006 ^ ^^ CITY OF TIG _ ° ' OREGON 1 FMS Architects 1 1 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: 9'377 -9443 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 exterior storefront structural plans reviewed by Miller Consulting project # 040929 -PR are approved subject to the following conditions. 1. Special Inspection is required for all welding, bolting, adhesive anchors and anchor bolts, per sec.1704, 1705, 1707 and 1708. 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 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. Respectfull / i CMG// .,C, . al Henzel, Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 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 317106 for Abercrombie & Fitch (Permit #BUP2005-00614) 77 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, 11 IV v 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. Consulting Engineers THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road (330) 659 -6688 phone t k Richfield, Ohio 44286 (330) 659 -6675 fox X7 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 Henzal 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 X 1200512005- 06891Documents1Transmittais12005 -0689 TR12 doc E/0011/101, I December 9, 2005 r14 I CITY OF TIGARD OREGON FMS Architects George Pack 1020 Dennison Ave # 300 -\ Columbus, Ohio 43201 ( r RE: ABERCROMBIE & FITCH #972 - REVIEW Project Information " Building Permit: BUP2005 -00614 Construction Type 9 II -B Tenant Name: Abercrombie & Fitch Occupancy Type: M Address: T37 7 -9391 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;ttie 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 materialsshall,be,permitted in buildings of Type I or H 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 l 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 (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. ■ ti p. 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 UNLOCKEDWHEN %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. 1008:1.8.3 OSSC 6. Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Acce 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 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 provided 'h.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 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. 106.3.1 OSSC:`, Certificate of Occupancy: No building or structure shalIsbe used or occupied until the Building Official has issued a certificate of occupancy410.1 OSSC Premises Identification: Approved n or addresses shall be provided for all new buildings in such a position as to be plainly visible 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. Respectfu , s;( r al Henzel,, Senior Plans Examiner