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Correspondence (2) City of Tigard, Oregon 0 13125 SW Hall Blvd. 0 Tigard, OR 97223 ` .. January 11, 2008 - Vll A iiD Fanno Creek Place, Building A 16037 SW Upper Boones Ferry RD Tigard Oregon OPUS Northwest LLC 1500 SW First Ave STE 1100 Portland OR 97201 Re: BUP2006- 00517, New Building To whom it may concern: This letter is to certify that all requirements of building permit BUP2006- 00517, issued for a building shell, have been completed. The final inspection was performed and approved on January 11, 2008, 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. 9' cerely, 40, i 'V ,) Darrel Wat Inspection Supervisor i•Bldg /complltr • Phone: 503.639.4171 e Fax: 503.684.7297 o www.tigard - or.gov m TTY Relay: 503.684.2772 City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 February 4, 2008 ti TIG1 R1 Fanno Creek Place 16037 SW Upper Boones Ferry Rd Bldg. A Tigard OR 97224 OPUS Northwest LLC 1500 SW Fast Ave STE 1100 Portland OR 97201 Re: BUP2006- 00517, New Office Building To whom it may concern: This letter is to certify that all requirements of building permit BUP2006- 00517, issued for a building shell, have been completed. The final inspection was performed and approved on February 1, 2008, 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, Darrel Watkins Inspection Supervisor i:Bldg /complltr 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 • • January 23, 2007 Xa Oa ea r T I GAR D' Opus Northwest Construction LLC Jim Sheppard 1500 SW First Ave., Suite 1100 Portland, OR 97201 RE: FANNO CREEK PLACE BUILDING # A - SHELL Project Information Building Permit BUP2006 -00517 Construction Type: II - Tenant Name: OPUS Northwest Occupancy Type: B Address: 16037 SW Upper Boones Ferry Occupant Load: 710 + Area: 74,388 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 plan is 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 S0.0a 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 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 S0.0a 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. 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 Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772 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 1/2 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 # 23-26 & sheet S0.0a * 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 The minimum fee shall be $200.00. This fee is in addition to the project plan review fee based on the total project value. OAR 918- 050 -0150 `Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official Oregon Structural Specialy Code Section 106.3.4.2" 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. Respectful] , Val Henzel, Senior Plans Examiner • JOB NAME: Fanno Creek Building A CITY OF TIGARD JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 1 -3 -07 13125 HALL BOULEVARD SHEET 1 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #2 Plans Dated 12/22/06 Corr. Item Page No. Comments Code Section Made No. 1 -3 -07 1 Drawing SO.OA Indicate specific times items noted as 1704 Code Required Special periodic are to be special inspected. Inspection 1 -3 -07 2 Drawing 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 3 Drawing Detail 1/S2.2 Submit calculations and detail for brick 106.1.1 veneer anchorage. 1 -3 -07 4 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer around openings including L -11 thru L -15 diaphragm tension. 1 -3 -07 5 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer at shear wall number 31 (on grid L -11 thru L -15 5.1). 1 -3 -07 6 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer at wall offset at grids 2, 9, 10, and L -11 thru L -15 A.6, A.9, B.3, C.7, D.1, D.4. 1 -3 -07 7 Drawings A/S3.2a Clarify Details at grids 6 and D, 7 and D, and 106.1.1 8 and C. 1 -3 -07 8 Drawings A/S3.2a Submit calculations and details for load 106.1.1 transfer at grid 5.1 at shear wall number 31. 1 -3 -07 9 Detail 1/S4.1 Submit calculations for load into middle of 106.1.1 HSS column. 1 -3 -07 10 Detail 11/S4.1 Submit calculations for stiffener plate load 106.1.1 12/S4.1, 6/S4.2, into middle of HSS column. 7/S4.2, 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 load to shear walls. 106.1.1 16/S4.2 14 Detail 3/S4.3 Submit calculations for load to curtain wall. 106.1.1 (Deferred Submittal) JOB NAME: Fanno Creek Building A CITY OF TIGARD JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 1 -3 -07 13125 HALL BOULEVARD SHEET 2 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #2 Plans Dated 12/22/06 Corr. Item Page No. Comments Code Section Made No. 1 -3 -07 15 Details 10/S4.3 and Submit calculations, plans and details for 106.1.1 11/S4.3 stair beams. 1 -3 -07 16 Drawing A/S5.1 Submit calculations and details for load 106.1.1 transfer at wall offsets 2, 9, 10, and A.6, A.9, B.3, C.7, D.1, D.4. 1 -3 -07 17 Drawing A/S5.1 Submit calculation and details for load 106.1.1 transfer at grids 5 to 6 offset. 1 -3 -07 18 Detail 10/S6.1 Clarify detail noted as 4/S7.1. 106.1.1 1 -3 -07 19 Drawing S7.2a Submit calculations for base connection at 106.1.1 East Elevation free edge. Panel 13 1 -3 -07 20 Drawing S7.2a Submit calculations and detail for type of 106.1.1 East Elevation base connection. Panel 7 1 -3 -07 21 Drawing S7.2a Clarify north and south. 106.1.1 North and South Elevation 1 -3 -07 22 Drawing S7.2A F /S7.2 Clarify XX Detail. 106.1.1 23 Elevator Submit calculations and details for structure (Deferred Submittal) at elevators. 24 Stairs Submit calculations and details for stair (Deferred Submittal) structural framing and connections. 25 Curtain and Window Submit calculations and details for curtain Walls walls and storefront walls. (Deferred Submittal) ( 26 Entrance Canopies Submit calculations and details for entrance (Deferred Submittal) canopies. 27 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. JOB NAME: Fanno Creek Building A CITY OF TIGARD JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 1 -3 -07 13125 HALL BOULEVARD SHEET 3 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #2 Plans Dated 12/22/06 28 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. 29 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. 30 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. 31 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. 32 Special Inspections Special Inspection shall be per items noted 1704 on drawing sheet S0.02. 33 Structural Observation Structural observation shall be per items 1709 noted on drawing sheet S0.02. 34 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. •0 Tigard, OR 97223 City of Tigard, Oregon • 13125 sW�Hall Blvd. • Ti g • q RECEIVED RECEIVED December 8, 2006 DEC 12 2006 DEC 12 2006 Opus Northwest�� -® T I GARD Construction - OR Opus Northwest Construction LLC Jim Sheppard To COR: DF 1500 SW First Ave., Suite 1100 ©aw ! I IlA = ®11, Portland, OR 97201 so ®11 KB MI COMMENTS: RE: FANNO CREEK PLACE BUILDING A — REVIEW 1 Project Information Building Permit: BUP2006 -00517 Construction Type: II -B Tenant Name: OPUS Northwest Occupancy Type: B Address: 16037 SW Upper Boones Ferry Occupant Load: t 710 Area: 74388 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 following information is required in order to complete the review. "Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the provisions of this code and relevant laws, ordinances, rules and regulations (OSSC 106.). *Cross section(s) and details. Show all framing- member sizes and spacing such as floor beams, headers, joists, sub -floor, wall construction, roof construction etc. More than one cross section may be required to clearly portray construction." 1. The structural review was reviewed by Miller Consulting Engineers November 27, 2006. (review document attached). 2. The first floor plan shows multiple spaces that exceed the maximum common path of travel distance of 100' for `B" occupancy with sprinklers. These same spaces also exceed 50 occupants based on 100 square feet per occupant based on the gross square footage of the area and would therefore require (2) exits from the space. Please revise to meet the minimum requirements of sections 1013.3 and 1014. 3. Provide construction information for intenor wall design for rated ceiling lid at exit passageway drawing shown on sheet A5.6 (D1) states non - rated, rating required per OSSC 1020.3. OSSC 106 4. Provide construction details on the store front system as noted in the project manual section 05, 07 and other related section with engineered design calculations were required. OSSC 106, chapter 16 5. Provide construction details on the flashing, sheet metal and trim as noted in the project manual section, 05, 07 and other related section with engineered design calculations were required. OSSC 106, chapter 16 Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772 v. 6. Provide construction details on the thin -set brick veneer cladding and EIFS as noted in the project manual section 04, 07 and related sections with engineered design calculations were required. 7. Provide construction details on the elevator as noted in the project manual sections 14 and related sections. OSSC 106 and chapter 30 8. Provide engineer design calculations and construction details on soffit and cove etc. for lateral /seismic support etc as noted in the project manual sections 05, 06, 09 and related sections. OSSC 106, chapter 16 9. The permit applicant shall submit a statement of special inspections prepared by the registered design professional in responsible charge in accordance with Section 106.1 as a condition for permit issuance. This statement shall include a complete list of materials and work requiring special inspections by this section, the inspections to be performed and a list of the individuals, approved agencies or firms intended be retained for conducting such inspections. The statement on sheet S0.0 does not give a complete list please provide the above prior to permit issuance. OSSC 1704.1.1 (attached policy) 10. Detail callouts on sheet A1.1 do not match the given detail. D2/A1.4 matches D4 /A1.4, B4 /A1.3 matches D1 /A1.2, and the actual detail D4/A1.3 should refer to Existing building C instead of building A. 11. The note showing the insulation of hot water pipe on the Lavatory detail on sheet AI should also include insulation of the drain per section 1109.10.7.4. 12. The exception from 1023.1 being used to eliminate the exit passageway on the North end of the building requires the way to the exterior of the building to be visible and identifiable from the point of termination of the exit enclosure. Please provide directional exit signage at the point of termination of the exit enclosure. NOT PART OF THIS REVIEW: *Mechanical *Pluming *Fire sprinkler *Electrical *Fire alarm *Racks * Awnings Deferred submittals such as Truss Joist Shop Drawings, TJI floor joist, Acoustical ceiling suspension system, Fire stopping, Intercom system, Specialty retaining walls, 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. This fee is in addition to the project plan review fee based on the total project value. OAR918- 050 -0150 `Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Oregon Structural Specialty Code Section 106.3.4.2" , ,'• Deferred Items: 1. Open wed steel joist & Joist girders 2. Steel stairs 3. Curtin wall & Store fronts 4. Entry canopy cover Please provide an item by item response. 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, I .„1► 1 {)to•Onv.k.k ..%_ Mark VanDomelen, Plans Examiner [Val Henzel - Plancheck #2 1- 2- 07.doc _ Page 1 JOB NAME: Fanno Creek Building A CITY OF TIGARD client address JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 1 -3 -07 13125 HALL BOULEVARD SHEET 1 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #2 Plans Dated 12/22/06 Corr. Item Page No. Comments Code Section Made No. 1 -3 -07 1 Drawing SO.OA Indicate specific times items noted as 1704 Code Required Special periodic are to be special inspected. Inspection 1 -3 -07 2 Drawing 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 3 Drawing Detail 1/S2.2 Submit calculations and detail for brick 106.1.1 veneer anchorage. 1 -3 -07 4 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer around openings including L -11 thru L -15 diaphragm tension. 1 -3 -07 5 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer at shear wall number 31 (on grid L -11 thru L -15 5.1). 1 -3 -07 6 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer at wall offset at grids 2, 9, 10, and L -11 thru L -15 A.6, A.9, B.3, C.7, D.1, D.4. 1 -3 -07 7 Drawings A/S3.2a Clarify Details at grids 6 and D, 7 and D, and 106.1.1 8 and C. 1 -3 -07 8 Drawings A/S3.2a Submit calculations and details for load 106.1.1 transfer at grid 5.1 at shear wall number 31. 1 -3 -07 9 Detail 1/S4.1 Submit calculations for load into middle of 106.1.1 HSS column. 1 -3 -07 10 Detail 11/S4.1 Submit calculations for stiffener plate load 106.1.1 12/S4.1, 6/S4.2, into middle of HSS column. 7/S4.2, 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 load to shear walls. 106.1.1 16/S4.2 14 Detail 3/S4.3 Submit calculations for load to curtain wall. 106.1.1 (Deferred Submittal) • 'Val Henzel - Plancheck #2 1- 2- 07.doc _=- - - - - -- ----- - - - - -- Page 2 JOB NAME: Fanno Creek Building A CITY OF TIGARD client address JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 1 -3 -07 13125 HALL BOULEVARD SHEET 2 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #2 Plans Dated 12/22/06 1 -3 -07 15 Details 10/S4.3 and Submit calculations, plans and details for 106.1.1 11/S4.3 stair beams. 1 -3 -07 16 Drawing A/S5.1 Submit calculations and details for load 106.1.1 transfer at wall offsets 2, 9, 10, and A.6, A.9, B.3, C.7, D.1, D.4. 1 -3 -07 17 Drawing A/S5.1 Submit calculation and details for load 106.1.1 transfer at grids 5 to 6 offset. 1 -3 -07 18 Detail 10/S6.1 Clarify detail noted as 4/S7.1. 106.1.1 1 -3 -07 19 Drawing S7.2a Submit calculations for base connection at 106.1.1 East Elevation free edge. Panel 13 1 -3 -07 20 Drawing S7.2a Submit calculations and detail for type of 106.1.1 East Elevation base connection. Panel 7 1 -3-07 21 Drawing S7.2a Clarify north and south. 106.1.1 North and South Elevation 1 -3 -07 22 Drawing S7.2A F /S7.2 Clarify XX Detail. 106.1.1 23 Elevator Submit calculations and details for structure (Deferred Submittal) at elevators. 24 Stairs Submit calculations and details for stair (Deferred Submittal) structural framing and connections. 25 Curtain and Window Submit calculations and details for curtain Walls walls and storefront walls. (Deferred Submittal) 26 Entrance Canopies Submit calculations and details for entrance (Deferred Submittal) canopies. 27 . 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. 1 LVal Henze! - Plancheck #2 1- 2- 07.doc Page 3 JOB NAME: Fanno Creek Building A CITY OF TIGARD client address JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 1 -3 -07 13125 HALL BOULEVARD SHEET 3 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #2 Plans Dated 12/22/06 28 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. 29 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. 30 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. 31 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. 32 Special Inspections Special Inspection shall be per items noted 1704 on drawing sheet S0.02. 33 Structural Observation Structural observation shall be per items 1709 noted on drawing sheet S0.02. 34 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. _ - FILE COPY 1 JOB NAME: Fanno Creek Building A CITY OF TIGARD JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 11 - 27 - 06 13125 HALL BOULEVARD SHEET 1 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #1 Plans Dated 10/12/06 Corr. Item Page No. Comments Code Section Made No. 1 Drawing SO.OA Indicate specific times items noted as 1704 Code Required Special periodic are to be special inspected. Inspection 2 Drawing 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 3 Drawing Detail 1/S2.2 Submit calculations and detail for brick 106.1.1 veneer anchorage. 4 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer around openings including L -11 thru L -15 diaphragm tension. 5 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer at shear wall number 31 (on grid L -11 thru L -15 5.1). 6 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer at wall offset at grids 2, 9, 10, and L -11 thru L -15 A.6, A.9, B.3, C.7, D.1, D.4. 7 Drawings A/S3.2a Clarify Details at grids 6 and D, 7 and D, and 106.1.1 8 and C. 8 Drawings A/S3.2a Submit calculations and details for load 106.1.1 transfer at grid 5.1 at shear wall number 31. 9 Detail 1/S4.1 Submit calculations for load into middle of 106.1.1 HSS column. • 10 Detail 11/S4.1 Submit calculations for stiffener plate load 106.1.1 12/S4.1, 6/S4.2, into middle of HSS column. 7/S4.2, 9/S4.3 11 Detail 11/S4.2 Clarify typical ledger detail noted as 3/S4.1. 106.1.1 12 Detail 13/S4.2 Clarify noted details 3/S7.1 and 1/S7.1. 106.1.1 13 Detail 15/S4.2 and Submit calculations for load to shear walls. 106.1.1 16/S4.2 14 Detail 3/S4.3 Submit calculations for load to curtain wall. 106.1.1 ` JOB NAME: Fanno Creek Building A CITY OF TIGARD JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 11 -27 -06 13125 HALL BOULEVARD SHEET 2 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #1 Plans Dated 10/12/06 Corr. Item Page No. Comments Code Section Made No. 15 Details 10/S4.3 and Submit calculations, plans and details for 106.1.1 11/S4.3 stair beams. 16 Drawing A/S5.1 Submit calculations and details for load 106 1.1 transfer at wall offsets 2, 9, 10, and A.6, A.9, B.3, C.7, D.1, D.4. 17 Drawing A/S5.1 Submit calculation and details for load 106.1.1 transfer at grids 5 to 6 offset. 18 Detail 10/S6.1 Clarify detail noted as 4/S7.1. 106.1.1 19 Drawing S7.2a Submit calculations for base connection at 106.1.1 East Elevation free edge. Panel 13 20 Drawing S7.2a Submit calculations and detail for type of 106.1.1 East Elevation base connection. Panel 7 21 Drawing S7.2a Clarify north and south. 106.1.1 North and South Elevation 22 Drawing S7.2A F /S7.2 Clarify XX Detail. 106.1.1 23 Elevator Submit calculations and details for structure (Deferred Submittal) at elevators. 24 • Stairs Submit calculations and details for stair (Deferred Submittal) structural framing and connections. 25 Curtain and Window Submit calculations and details for curtain Walls walls and storefront walls. (Deferred Submittal) 26 Entrance Canopies Submit calculations and details for entrance (Deferred Submittal) canopies. 27 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. - JOB NAME: Fanno Creek Building A CITY OF TIGARD JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 11 -27 -06 13125 HALL BOULEVARD SHEET 3 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #1 Plans Dated 10/12/06 28 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. 29 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. 30 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. 31 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. 32 Special Inspections Special Inspection shall be per items noted 1704 on drawing sheet S0.02. 33 Structural Observation Structural observation shall be per items 1709 noted on drawing sheet S0.02. 34 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. November 16, 2006 Miller Consulting Engineers 9570 Barbur Boulevard Portland, OR 97219 RE: PERSONAL SERVICES CONTRACT Project Information Tenant Name: Fanno Creek Place, Bldg. A Occupancy Type: B Building Permit: BUP2006 -00517 Construction Type: IIB Address: 16037 SW Upper Boones Ferry Road Stories: 3" Area: 74,388 Sq Ft To whom it may concern, Please review the accompanying structural plans for compliance with the Oregon Structural Specialty Code, 2004 edition. Enclosed are full size plan sheets, structural calculation, geotechnical report and a copy of the permit application. Assess your review fee based on 85% of the structural plan review fee per the Personal Service Contract. Structural review fee: $10,290.20 Please contact the applicant for review questions and copy the City of Tigard with all correspondence. If you need additional information please call me at 503 - 718 -2759. Respectfully, Brian Blalock, Plans Examination Supervisor • If • a# FILE COPY JOB NAME: Fanno Creek Building A CITY OF TIGARD JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 11 -27 -06 13125 HALL BOULEVARD SHEET 1 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #1 Plans Dated 10/12/06 • Corr. Item Page No. Comments Code Section Made No. • 1 Drawing SO.OA Indicate specific times items noted as 1704 Code Required Special periodic are to be special inspected. Inspection 2 Drawing 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 3 Drawing Detail 1/S2.2 Submit calculations and detail for brick 106.1.1 veneer anchorage. 4 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer around openings including • L- 11,thru L -15 diaphragm tension. 5 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer at shear wall number 31 (on grid L -11 thru L -15 5.1). 6 Drawing A/S3.1 Submit calculations and details for load 106.1.1 Calculations transfer at wall offset at grids 2, 9, 10, and • L -11 thru. L -15 A.6, A.9, B.3, C.7, D.1, D.4. 7 Drawings A/S3.2a Clarify Details at grids 6 and D, 7 and D, and 106.1.1 8 and C. 8 Drawings A/S3.2a Submit calculations and details for load 106 .1.1 transfer at grid 5.1 at shear wall number 31. 9 Detail 1/S4.1 Submit calculations for load into middle of 106.1.1 HSS column. • 10 , Detail 11/S4.1 Submit calculations for stiffener plate load 106.1.1 12/S4.1, 6/S4.2, into middle of HSS column. 7/S4.2, 9/S4.3 11 Detail 11/S4.2 Clarify typical ledger detail noted as 3/S4.1. 106.1.1 12 Detail 13/S4.2 Clarify noted details 3/S7.1 and 1/S7.1. 106.1.1 13 Detail 15/S4.2 and Submit calculations for load to shear walls. 106.1.1 16/S4.2 14 Detail 3/S4.3 Submit calculations for load to curtain wall. 106.1.1 1) F 1 l JOB NAME: Fanno Creek Building A CITY OF TIGARD JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 11 -27 -06 13125 HALL BOULEVARD SHEET 2 OF 3 TIGARD, OR 97223 PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #1 Plans Dated 10/12/06 Corr. Item Page No. Comments Code Section Made No. 15 Details 10/S4.3 and Submit calculations, plans and details for 106.1.1 11/S4.3 stair beams. 16 Drawing A/S5.1 Submit calculations and details for load 106.1.1 transfer at wall offsets 2, 9, 10, and A.6, • A.9, B.3, C.7, D.1, D.4. 17 Drawing A/S5.1 Submit calculation and details for load 106.1.1 transfer at grids 5 to 6 offset. 18 Detail 10/S6.1 Clarify detail noted as 4/S7.1. 106.1.1 • 19 Drawing S7.2a Submit calculations for base connection at 106.1.1 East Elevation free edge. Panel 13 20 Drawing S7.2a Submit calculations and detail for type of 106.1.1 East Elevation base connection. Panel 7 21 Di S7.2a Clarify north and south. 106.1.1 North and South Elevation 22 Drawing S7.2A F /S7.2 Clarify XX Detail. 106.1.1 23 Elevator , 'Submit calculations and details for structure (Deferred Submittal) at elevators. 24 Stairs Submit calculations and details for stair (Deferred Submittal) structural framing and connections. 25 Curtain and Window Submit calculations and details for curtain Walls walls and storefront walls. (Deferred Submittal) 26 Entrance Canopies Submit calculations and details for entrance (Deferred Submittal) canopies. 27 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. f V . JOB NAME: Fanno Creek Building A CITY OF TIGARD JOB ADDRESS: 16037 SW Upper Boones Ferry Road BUILDING DEPARTMENT DATE: 11 -27 -06 13125 HALL BOULEVARD SHEET 3 OF 3 TIGARD, OR 97223 } PERMIT NUMBER: BUP2006 -00517 Project No. 061238 STRUCTURAL PLAN REVIEW #1 Plans Dated 10/12/06 28 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. 29 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. 30 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. 31 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. • 32 Special Inspections Special Inspection shall be per items noted 1704 on drawing sheet S0.02. 33 Structural Observation Structural observation shall be per items 1709 noted on drawing sheet S0.02. 34 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.