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Correspondence (2) City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 n • January 22, 2007q> t FILE COPY 1.01Miit.' -; Opus Northwest Construction LLC Jim Sheppard 1500 SW First Ave., Suite 1100 Portland, OR 97201 RE: ISSUANCE OF BUILDING PERMIT Veil 11 Big Project Information Building Permit BUP2006 -00519 Construction Type: II -B Tenant Name: OPUS Northwest Occupancy Type: B Address: 16083 SW Upper Boones Ferry Occupant Load: 532 + Area: 55,387 sq ft Stories: 3 Dear Jim, The Building Division has completed the review of the project listed above. The project has not been released by either the Planning Division or the Engineering Division also the site permit has not been issued on this project at the time of this letter, so the Building Permit cannot be issued. If you have questions please contact Maris Buxton @ 503.718.2453. The date of this letter begins the 180 day time limitation in accordance with Section 105.3.2 of the State of Oregon, Structural Specialty Code, 2004 edition. If the permit has not been issued within the time limitations referenced in section 105.3.2, the work shall be considered abandoned and the plans will be expired. Respectfully, Val Henzel, Senior Plans Examiner Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772 City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 = I1 January 22, 2007 ® ' i r I r ? � rr to j 8 ti i T I ACRD Opus Northwest Construction LLC Jim Sheppard 1500 SW First Ave., Suite 1100 Portland, OR 97201 RE: FANNO CREEK PLACE BUILDING # B — SHELL Project Information Building Permit: BUP2006 -00519 Construction Type: II -B Tenant Name: OPUS Northwest Occupancy Type: B Address: 16083 SW Upper Boones Ferry Occupant Load: 532 + Area 55,387 sq ft Stories: 3 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 plans are approved subject to the following conditions. 1. The structural review was approved by Miller Consulting Engineers, plans stamped January 9, 2007. Review document attached. 2. Special inspection is required for concrete, welding reinforcing steel, bolting, welded studs, embed plates, bolts in concrete, masonry, soils, structural steel fabrication and erection, adhesive and expansion anchor installation, etc. as items listed on sheet SO.Ob and Miller Consulting Engineers approved review letter. The special inspection agency of record shall furnish inspection reports to the Engineer of Record, VLMK Consulting Engineers, 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 ( 1 , 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, 1705, 1707, 1708 OSSC FYI The special inspections required do not waive any inspections required by code. 3. Structural Observations is required per section 1709 Oregon Structural Specialty Code (OSSC). The owner shall employ a registered design professional to perform structural observations as defined in Section 1709, OSSC. Structural observations is required as items listed on Miller Consulting Engineers approved review letter and sheet SO.Ob on approved plans. Deficiencies shall be reported in writing to the owner and to the City of Tigard, Building Division, attention Hap Watkins. FYI The structural observations do not waive any inspections required by code. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard or.gov • TTY Relay: 503.684.2772 4. Live Loads Posted: The live loads for which each floor has been designed to exceed 50 psf shall be conspicuously posted by the owner in that part of each story in which they apply, using durable metal signs, and it shall be unlawful to remove or deface such notices. The occupant of the building shall be responsible for keeping the actual load below the allowable limits. 1603.3 OSSC FIRE LIFE AND SAFETY / GENERAL 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. Sec. 1008.1.8.3 6. All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Sec. 1008.1.8 7. Exits and exit access doors shall be 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. Sec. 1011.1 8. Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 '/z hours of illumination in case of primary power loss. Sec. 1006.3 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. Sec. 1006.2 10. All elevators, required or provided, shall be located on an accessible route and shall be designed and constructed to comply with Chapter 30 and the Oregon Elevator Specialty Code. 1108.3.2 OSSC 11. Safety glazing including but not limited to: the following locations: Each unit of glazing shall be permanently identified by the manufacturer. Sec. 2406. 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. 12. Deferred Items: As noted on Miller Consulting Structural review document dated 12 /22/06 # 21 -24 & sheet SO.Ob * Calculations & details for structure at elevators * Calculations & details for structural framing and connections on Steel stairs * Calculations & details for entrance canopies * Calculations & details for curtain walls and storefront system NOT PART OF THIS REVIEW: * Electrical * Fire Sprinklers * Mechanical System * Plumbing 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. 106.3.1 OSSC Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate of occupancy 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 processing the documents. Respectfully Val Henze , - Senior Plans Examiner JOB NAME: Fanno Creek Building B CITY OF TIGARD JOB ADDRESS: 16083 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 1 -3 -07 13125 HALL BOULEVARD SHEET 1 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00519 .Project No. 061237 STRUCTURAL PLAN REVIEW #2 Plans Dated 12/22/06 Corr. Item Page No. Comments Code Section Made No. 1 -3 -07 1 Drawing S0.OB Indicate specific times for items noted as 1704 Code Required Special periodic special inspected. Inspection 1 -3 -07 2 Drawing S1.1 B Panel elevations on drawing in conflict with 106.1.1 Details A, B, C, D, E, sheet S7.2B. Clarify. F, G, H /S7.2B 1 -3 -07 3 Detail 4/S2.1 Detail notes detail 1/S6.2 for column 106.1.1 information. No information noted on detail 1/S6.2. Clarify. 1 -3 -07 4 Detail 1/S2.2 Submit calculations and details for brick 106.1.1 veneer anchorage. 1 -3 -07 5 Drawing A/S3.1, Submit calculations and details for load 106.1.1 A/S3.2 and A/S5.1 transfer around openings, wall offsets, load Calculations L -11 thru transfer to shear wall 28 and diaphragm L -18 tension. 1 -3 -07 6 Drawings S1.1B Steel Submit detailed calculations for moments into 106.1.1 Columns at Grid C columns. and 4, E and 5, and F and 5 1 -3 -07 7 Drawing A/53.1 Submit calculations for connection at grid G 106.1.1 and 5. 1 -3 -07 8 Drawing A/S3.1 and Submit calculations for lateral load transfer 106.1.1 A/S3.2 from girder and beam to shear wall 28. Detail 9/S4.3 1 -3 -07 9 Detail 1/S4.1 Submit calculations for load into middle of 106.1.1 HSS column. 1 -3 -07 10 Details 11/S4.1, Submit calculations for stiffener plate load 106.1.1 12/S4.1, 6/S4.2, 7/S4.2 into middle of HSS column. and 9/S4.3 1 -3 -07 11 Detail 11/S4.2 Clarify typical ledger detail noted as 3/S4.1. 106.1.1 1 -3 -07 12 Detail 13/S4.2 Clarify noted details 3/S7.1 and 1/S7.1. 106.1.1 1 -3 -07 13 Detail 15/S4.2 and Submit calculations for loads to shear wall. 106.1.1 16/S4.4 14 Detail 3/S4.3 Submit calculations for load to curtain wall. 106.1.1 (Deferred Submittal) JOB NAME: Fanno Creek Building B CITY OF TIGARD JOB ADDRESS: 16083 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 1 -3 -07 13125 HALL BOULEVARD SHEET 2 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00519 :Project No. 061237 STRUCTURAL PLAN REVIEW #2 Plans Dated 12/22/06 Corr. Item Page No. Comments Code Section Made No. 1 -3 -07 15 Detail 10/S4.3 and Submit calculations, plans, and details, for 106.1.1 11/S4.3 stair beams. 1 -3 -07 16 Detail 10/S6.1 Clarify detail noted as 4/S7.1. 106.1.1 1 -3 -07 17 Drawing S7.2B Clarify location of detail 10/S2.1. 106.1.1 1 -3 -07 18 Drawing S7.2B Submit calculations for down and uplift loads. 106.1.1 A/S7.2 Panel 26, B/S7.2 Panel 21 and 16, C /S7.2 Panel 13 and 6 1 -3 -07 19 Drawing S7.2B Submit calculations and details for same size 106.1.1 H /S7.2 Panel 28 wall. 1 - - 07 20 Drawing S7.2B Submit corrected calculations for loading. 106.1.1 H /S7.2 Panel 28 Calculations C -30 thru C -32 21 Elevator Submit calculations and details for structure (Deferred Submittal) at elevators. 22 Stairs Submit calculations and details for stair �' (Deferred Submittal) structural framing and connections. / 23 Curtain and Window Submit calculations and details for curtain Walls walls and storefront walls. (Deferred Submittal) 24 Entrance Canopies Submit calculations and details for entrance (Deferred Submittal) canopies. 25 General Submit one set of reinforced steel shop (Shop Drawings) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 26 General Submit one set of miscellaneous and (Shop Drawings) structural steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. V 1 JOB NAME: Fanno Creek Building B CITY OF TIGARD JOB ADDRESS: 16083 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 1 -3 -07 13125 HALL BOULEVARD SHEET 3 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00519 .Project No. 061237 STRUCTURAL PLAN REVIEW #2 Plans Dated 12/22/06 27 General Submit one set of open web joist and girders (Shop Drawings) shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 28 General Submit one set of steel decking shop (Shop Drawings) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 29 General Submit one set of light gage metal structural (Shop Drawings) framing shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 30 Special Inspections Special Inspection shall be per items noted 1704 on drawing sheet S0.02. 31 Structural Observation Structural observation shall be per items 1709 noted on drawing sheet S0.02. 32 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 our office for review.