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Correspondence ; 09/25/08 THU 12:56 FAX 503 452 7770 SIERRA PACIFIC l 002/003 09/25/2008 12:52 r" '- 620 -5539 AFGHAN ASF" 'ATES PAGE 02 • A f''► I afghan assaciatas, inc. ENGINEERING September 25, 2008 John D. Annand, II NCARB 8260 SW Hunziker Street, Suite 150 Tigard, OR 97223 RE: Freeman Office Building #2 Permit No.: BUP2006.00212 9397 SW Locust AAI Project No.: A04138.01 • Dear John: In accordance with the International Building Code requirements, representatives of MI Engineering performed structural observation for Freeman Office Building #2. We have also reviewed inspection reports by ACS Testing, Inc and reviewed structural shop drawings as submitted by the contractor. Based on the final report provided by ACS Testing, Inc and our site observations, it is our opinion that the construction of the subject project is generally in accordance with the structural plans and specifications. If there are any questions, please do not hesitate to call. Sincerely, jCG Dave Sandahl, PE Structural Project Manager CC: Dillard Sierra Pacific 1E( 4675 SW Griffith Drive J Suite 300 I neeverton, OR J 97005 503.620.3030 I tel 303.620,5539 I fax w w w. a a I e n g. c o m r JOHN D. ANNAND II NCARB A R C H I T E C T LICENSED IN: 8260 S.W. HUNZIKER STREET, SUITE 150 OREGON WASHINGTON TIGARD, OREGON 97223 IDAHO CALIFORNIA ARIZONA MONTANA PHONE: (503) 620 -8668 NEVADA VIRGINIA FAX: (503) 625 -9617 HAWAII REC EIv F ED ebruary 26, 2008 FEB 2 6 20 Dan Nelson CIT OF TIGAFID City of Tigard Community BUILDING DIVISION Development Building Division 13125 SW Hall Blvd. Tigard, Oregon 97223 Project: BUP2006 -00212 Freeman Office Bldg. #2 9397 S.W. Locust Street Tigard, Oregon Dear Dan: A few months back I met with you on a minor revision to this project, now under construction, which was to add a hollow metal man door into the parking area under the building. The wall is not a shear wall nor a bearing wall to the structure. The revision is noted on drawing #3 Floor Plan and drawing #4 South elevation. In our meeting it appeared to not be a problem, but I know that I need to submit for formal approval to the City. Thank you for the time on this and if there are any questions please contact me, my Email is archjda2 @aol.com or phone 503 620- 8668. Sincerely, g. c944 John D. Annand II CONSTRUCTION ORIENTED DESIGN FIRM JOB NAME: Freeman Office Building City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard . DATE: July 24, 2007 Tigard, OR 97223 SHEET 1 OF 2 MCE Project No. 060725 STRUCTURAL PLAN REVIEW #5 Tigard Building Permit: BUP2006 -00212 Deferred Submittal #22 Corr. Item Page No. Comments Code Section Made No. 9/16/06 1 - - - - = - - _ - - - _ _ _ 106.1.1 10/19/06 2 Sht. 1A - Loads Sheet 1A notes 100 PSF at corridors. Sheet 106.1.1 Sht. 9 - Second Floor 9 notes 80 PSF at corridors. Clarify. Loading 10/30/06 3 Sht. 1A — Special Submit the frequency of items noted as 1705.2 Inspection periodic. 10/30/06 4 Sht. 1A — Metals Item 6 Submit the type of tightening required for the 1704.3.3 bolts. 10/19/06 5 Sht. 1A Submit requirements for structural brick. 106.1.1 10/19/06 6 Sht. 3 — IBC Shearwall Submit calculations and detail for Mark C with 106.1.1 Schedule A35 at 3" O.C. 7 Sht. 6 and Sht. 21 Submit calculations and details for storefront. 106.1.1 (Deferred Submittal) 10/19/06 8 Sht. 1A — Loads Sht. 1A notes 20 PSF for partitions. Sht. 9 106.1.1 Sht. 9 — Second Floor notes 10 PSF for partitions. Clarify. Loading 10/19/06 9 Sht. 9 — Second Floor Submit calculations for B -3 (5 1/8 x 16 1/2 106.1.1 Framing Plan glulam). 10/19/06 10 Sht. 9 — Roof Framing Submit calculations for 5 1/8" x 30" glulam 106.1.1 Plan / (B -11) with load and span noted. 10/30/06 11 Sht. 13 — Detail 5/13 Submit calculation for load transfer from floor 106.1.1 to steel frame. Submitted calculations note A35s do not work. 10/30/06 12 Sht. 12 — Shear Wall Submit calculations and detail for anchor 106.1.1 bolts and method of floor load transfer. 10/19/06 13 Sht. 14 — Wall Elevations Submit calculations and connection details 106.1.1 for Timberstrand studs. 10/19/06 14 Sht. 15 — Details 2/15, Submit calculations for brick masonry. 106.1.1 3/15 and A/5 • . JOB NAME: Freeman Office Building City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: July 24, 2007 Tigard, OR 97223 SHEET 2 OF 2 MCE Project No. 060725 STRUCTURAL PLAN REVIEW #5 Tigard Building Permit: BUP2006 -00212 Deferred Submittal #22 Corr. Item Page No. Comments Code Section Made No. 10/19/06 15 Sht. 17 Elevation A and B Submit calculations for 2" dia. pipe, 3/16" 106.1.1 plate and weld lengths. 10/19/06 16 Sht. 17 Elevation A and B Submit calculations for 6 inch diameter std. 106.1.1 pipe with brace loads 17 Sht. 19 and 20 — Stairs Submit calculations and details for stairs and 106.1.1 (Deferred Submittal) connections. 18 Sht. 24 — Storefront Submit calculations and details for aluminum 106.1.1 (Deferred Submittal) cladding. 19 Special Inspection Special inspection is required for concrete, 1704, 1705, 1707, welding, reinforcing steel, bolting, welded 1708 studs, embedded plates, bolts in concrete, structural steel fabrication and erection. 20 Structural Observation Structural observation is required for (Deferred Submittal) concrete foundation and steel moment frames. 21 General Submit one set of reinforcing steel shop (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 7/24/07 22 General Submit one set of miscellaneous steel shop (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 23 General Submit one set of wood beam and joist shop (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 24 General Submit one set of steel stair framing shop (Deferred Submittal) drawings, which have been reviewed and initialed by the Project Engineer, to be filed with the City of Tigard before placement. 25 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of the revised plans to the city of Tigard. City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 • November 29, 2006 T I GARD Kurahashi & Associates Greg 4470 SW Hall Blvd. Beaverton, OR 97005 LE COpiz RE: ISSUANCE OF SITE PERMIT Project Information Building Permit BUP206 -00212 Construction Type: V -B Tenant Name: Freeman Building Occupancy Type: B Address: SSW Locust St. Building Area: 2 story, 2,803 sq ft 9377 Dear Greg, 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 at the time of this letter, so the Site 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. Respectfull • 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 111 November 21, 2006 T I GARD CO Kurahashi & Associates Greg 4470 SW Hall Blvd. Beaverton, OR 97005 RE: ISSUANCE OF BUILDING PERMIT Project Information Building Permit BUP206 -00212 Construction Type: V -B Tenant Name: Freeman Building Occupancy Type: B Address: 1486. SW Locust St. Building Area: B 2 story, 2,803 sq ft .7397 Dear Greg, 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 and /or the site permit is not approved 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, /re7 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 November 21, 2006 E COP T I GARD Kurahashi & Associates • Greg 4470 SW Hall Blvd. Beaverton, OR 97005 RE: ISSUANCE OF BUILDING PERMIT Project Information Building Permit: BUP206 -00212 Construction Type: V -B Tenant Name: Freeman Building Occupancy Type: B Address: -938J SW Locust St. Building Area: 2 story, 2,803 sq ft 9 317 Dear Greg, 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 and /or the site permit is not approved 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 I 1 November 20, 2006 TIGARD Cooper Mountain Vineyard LLC Robert J Gross 9480 SW Grabhorn Rd Beaverton, OR 97007 RE: FREEMAN OFFICE BUILDING # TWO - NEW BUILDING Project Information Building Permit BUP2006 -00212 Construction Type: V -B Tenant Name: Cooper MT. Vineyard Occupancy Type: B Address: 9397 SW Locust St. Occupant Load: 29 Area: 2,803 sq ft Stories: 2 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 November 19, 2006. (review doc. 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, (as items listed on sheet lA & 26 and Miller Consulting Engineers approved review letter). The special inspection agency of record shall furnish inspection reports to the Engineer of Record, AIA Afghan 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, 1705, 1707, 1708 OSSC FYI The special inspections do not waive the any of the inspection required by code. 3. Structural Observations is required; The owner shall employ a registered design professional to perform structural observations as defined in Section 1709, OSSC. Structural observations is required for concrete foundation, and steel moment frame system (as items listed on Miller Consulting Engineers approved review letter and sheet IA). 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 the framing inspection 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 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. Floor drains shall not be located within the clear floor space at a lavatory, water closet, urinal, or bathtub or shower. Floors shall not slope in excess of 1 unit vertical in 50 units horizontal (2 % slope). , Floor drains shall comply with Section 1109.4.5 and be without abrupt changes of level. Exception: Floor drains may be located within a clear floor space at a fixture provided the openings in the drain cover shall not exceed %2 inch (12.7 mm) in any direction and the drain cover shall be no more than 1 /8 inch below the level of the surrounding finished floor surface. 1109.10.1 OSSC 12. 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. 13. Deferred submittal 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 Stnrctural Specialty Code Section 106.3.4.2" Deferred Items: As noted on sheet - lA and Miller's review # 7, 17, & 18 *Steel stairs calculations & details * Aluminum store front system calculations & details * Suspended acoustic ceiling system * Aluminum cladding calculations & details See approved plans for deferred shop drawings required for submittal to this office prior to placement per Miller's review doc items 21 -24 NOT PART OF THIS REVIEW: *Mechanical (HVAC) *Pluming *Fire sprinkler *Electrical *Fire alarm *Low voltage 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; � , 4 ikj Val al14e zel; ° Senior Plans Examiner . JOB NAME: Freeman Office Building City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: October 30, 2006 Tigard, OR 97223 SHEET 1 OF 2 . MCE Project No. 060725 STRUCTURAL PLAN REVIEW #4 ' r Tigard Building Permit: BUP2006 -00212 ` t- : " Calculations Dated 10/26/06 � X006 Corr. Item Page No. Comments , - : -Code Section Made No. v 9/16/06 1 Submit-sempleted-and-sernpatib101ai4s-and 40644 . 10/19/0 2 Sht. 1A - Loads Sheet 1A notes 100 PSF at corridors. Sheet 106.1.1 6 Sht. 9 - Second Floor 9 notes 80 PSF at comdors. Clarify. Loading 10/30/0 3 Sht. 1A - Special Submit the frequency of items noted as 1705.2 6 Inspection periodic. 10/30/0 4 Sht. 1A - Metals Item 6 Submit the type of tightening required for the 1704.3.3 6 bolts. 10/19/0 5 Sht. 1A Submit requirements for structural brick. 106.1.1 6 - 10/19/0 6 Sht. 3 — IBC Shearwall Submit calculations and detail for Mark C 106.1.1 6 Schedule with A35 at 3" O.C. 7 Sht. 6 and Sht. 21 Submit calculations and details for storefront. 106.1.1 (Deferred Submittal) 10/19/0 8 Sht. 1A - Loads Sht. 1A notes 20 PSF for partitions. Sht. 9 106.1.1 6 Sht. 9 - Second Floor notes 10 PSF for partitions. Clarify. Loading 10/19/0 9 Sht. 9 - Second Floor Submit calculations for B-3 (5 1/8 x 16 1/2 106.1.1 6 Framing Plan glulam). 10/19/0 10 Sht. 9 - Roof Framing Submit calculations for 5 1/8" x 30" glulam 106.1.1 6 Plan (B-11) with load and span noted. 10/26/0 11 Sht. 13 - Detail 5/13 Submit calculation for load transfer from floor 106.1.1 6 to steel frame. Submitted calculations note A35s do not work. 10/26/0 12 Sht. 12 - Shear Wall Submit calculations and detail for anchor 106.1.1 6 bolts and method of floor load transfer. 10/19/0 13 Sht. 14 - Wall Elevations Submit calculations and connection details 106.1.1 6 for Timberstrand studs. 10/19/0 14 Sht. 15 - Details 2/15, Submit calculations for brick masonry. 106.1.1 6 3/15 and A/5 1 JOB NAME: Freeman Office Building City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: October 30, 2006 Tigard, OR 97223 SHEET 2 OF 2 MCE Project No. 060725 STRUCTURAL PLAN REVIEW #4 Tigard Building Permit: BUP2006 -00212 Calculations Dated 10/26/06 Corr. Item Page No. Comments Code Section Made No. 10/19/0 15 Sht. 17 Elevation A and Submit calculations for 2° dia. pipe, 3/16" 106.1.1 6 B plate and weld lengths. 10/19/0 16 Sht. 17 Elevation A and Submit calculations for 6 inch diameter std. 106.1.1 6 B pipe with brace loads 17� Sht. 19 and 20 - Stairs Submit calculations and details for stairs and 106.1.1 JJ (Deferred Submittal) connections. 18, -ht. 24 - Storefront Submit calculations and details for aluminum 106.1.1 (Deferred Submittal) dadding. 19 Special Inspection Special inspection is required for concrete, 1704, 1705, 1707, welding, reinforcing steel, bolting, welded 1708 studs, embedded plates, bolts in concrete, structural steel fabrication and erection. 20 Structural Observation Structural observation is required for (Deferred Su bmittal concrete foundation and steel moment frames. 21 General Submit one set of reinforcing steel shop - (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. General Submit one set of miscellaneous steel shop (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 23 General Submit one set of wood beam and joist shop (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 24 General Submit one set of steel stair framing shop (Deferred Submittal) drawings, which have been reviewed and initialed by the Project Engineer, to be filed with the City of Tigard before placement. 25 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of the revised plans to the city of Tigard. ,. AA I afghan associates, inc. O ,\4j\ 4.5) ' ENGINEERING U "4 • October 26, 2006 6V O\,vGp Response to Structural Plan Review #1 Freeman Office Building #2 City of Tigard: BUP2006- 00212 MCE Project No.: 060725 AAI Project No.: A04138.01 STRUCTURAL COMMENTS: The following are in response to the Structural Plan Review by MCE for the City of Tigard, and follow the same item number references. 3) Please see sheet 26 for Special Inspection schedules. See sheet 26. 4) Bearing type - turn of the nut method. See sheet 26. Sheet -3. • 11) See addendum calculations. See revised calculations. 12) See calculations dated Aug. 21, 2006,page 4 and 5/8" bolts @ 16" o/c adequate. Please see revised details on sheet 12 and attached calculations. 22) Pe A rc l l ite c UO wn er 25) Please call if you have any questions. Sincerely, ( 7.. D. 4 David C.L. Sandahl, P.E. Project Manager 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 503.620.3030 I tel 503.620.5539 I fax Page 1 of 1 Val Henzel - Fwd: Freeman office building ' From: Brian Blalock To: Val Henzel Date: 10/31/2006 8:45 AM Subject: Fwd: Freeman office building Brian, This plan check is complete as far as the calculations go Ray has not seen any drawings yet to go with the above mentioned calculations as required in item # 25 Nancy Wells Administrative Assistant Miller Consulting Engineers, Inc. 9570 SW Barbur Blvd., Ste. 100 Portland, OR 97219 Phone: (503) 246 -1250 Fax: (503) 246 -1395 ' EMAIL: nancy@millerengrs.com Web: www.millerengrs.com • file: / /C:\Documents and Settings \val.000\Local Settings \Temp \GW }00001.HTM 11/20/2006 • REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION - ' SYSTEM or MATERIAL IBC CODE I CODE or STANDARD I FREQUENCY REMARKS REFERENCE REFERENCE ( Continuous! Periodic_ FABRICATORS SPECIAL INSPECTIONS APPLY TO VERIFICATION OF FABRICATORS 1704.2 X DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES INCLUDING REVIEW FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS CONCRETE WELDING REINFORCING STEEL 1704.3.1 ACI 318 3.5.2 REFER TO STEEL FOR WELDING REQUIREMENTS 1903.5.2 AWS D1.4 SECTION 7 PLACEMENT OF CAST -IN -PLACE 1704.4 ACI 318 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED PRIOR TO CONCRETE ANCHOR BOLTS PLACEMENT VERIFYING USE OF REQUIRED MIX 1704.4 1904 ACI 318 1.3.2.A DESIGN(S) 1905.2-4 ACI 318 CHAPTER 4 X PRIOR TO POUR 1914.2 ACI 318 5.2 -5.4 CONCRETE PLACEMENT 1704.4 ACI 318 1.3.2.D X 1905.9 -10 , ACI 318 5.9 -5.10 MASONRY VERIFICATION OF SITE- ACI 530 1.14.x PROPORTIONED MORTAR AND ACI 530.1 2.6A X VERIFY DURING EACH SITE VISIT GROUT OBSERVATION OF REQUIRED PRISM ACI 530 1.14x X PREPARATION ACI 530.1 1.4 PLACEMENT OF MASONRY UNITS ACI 530 1.14.x OBSERVE APPROXIMATELY 25% OF ACTIVE WALL AND MORTAR JOINT X CONSTRUCTION ACI 530.1 3.3B CONSTRUCTION --- -__ - -- — 1704.5.1 ACI 530 1.14.x - -- - -- - REINFORCING STEEL AND 1704.5.2 ACI 530.1 3.4 X PRIOR TO GROUT POUR CONNECTOR PLACEMENT 1704.5.3 ACI 530.1 3.6A COLD /HOT WEATHER MASONRY ACI 530 1.14.x _ ^u PROTECTION ACI 530.1 1.8C X ACI 530.1 1.8D __ VERIFYING GROUT SPACE IS CLEAN ACI 530 1.14.x X VERIFY DURING EACH SITE VISIT PRIOR TO GROUTING ACI 530.1 3.2D GROUT PLACEMENT ACI 530 1.14.x X ACI 530.1 3.5 • STEEL FABRICATION OF STRUCTURAL 1704.2 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS ELEMENTS BEFORE START OF WORK MATERIAL VERIFICATION OF 1704.3 ASTM A6 STRUCTURAL STEEL 2203.1 AISC ASD A3.1 a X CERTIFIED MILL TEST REPORTS PRIOR TO FABRICATION AISC LRFD A3.1a MATERIAL VERIFICATION OF HIGH 1704 3 AISC ASD A3.4 X MANUFACTURER'S CERTIFIED TEST REPORTS PRIOR TO STRENGTH BOLTS AISC LRFD A3.3 FABRICATION MATERIAL VERIFICATION OF AISC ASD A3.5 MANUFACTURER'S CERTIFIED TEST REPORTS PRIOR TO ANCHOR BOLTS AND THREADED 1704.3 AISC LRFD A3.4 X FABRICATION RODS MATERIAL VERIFICATION OF WELD MANUFACTURER'S CERTIFIED TEST REPORTS PRIOR TO FILLER METALS X FABRICATION VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS PRIOR TO FABRICATION VERIFYING WELDER X COPY OF QUALIFICATION CARDS PRIOR TO FABRICATION QUALIFICATIONS COMPLETE AND PARTIAL 1704.3.1 AWS D1.1 SECTION 6 X PENETRATION GROOVE WELDS MULTIPASS FILLET WELDS X SINGLE PASS FILLET WELDS X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 • GREATER THAN 5/16" SINGLE PASS FILLET WELDS LESS X THAN OR EQUAL TO 5/16" WELDING STAIR AND RAILING AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 AFTER SYSTEMS _ INSTALLATION RCSC SPECIFICATION SNUG -TIGHT HIGH STRENGTH BOLT FOR STRUCTURAL ALL CONNECTIONS VISUALLY INSPECTED AFTER INSTALLATION 1704.3.3.2 JOINTS USING ASTM X INSTALLATION. SNUG -TIGHT PLUS 1/4 TURN. A325 OR A490 BOLTS SECTION 9 VERIFICATION OF FRAME JOINT DETAILS INCLUDING APPLICATION, ALL CONNECTIONS VISUALLY INSPECTED AFTER COMPONENT LOCATIONS, 1704.3.2 X INSTALLATION BRACING, AND STIFFENERS MATERIAL VERIFICATION OF X CERTIFIED MILL TEST REPORTS PRIOR TO FABRICATION REINFORCING STEEL FOR WELDING MATERIAL VERIFICATION OF WELD MANUFACTURER'S CERTIFIED TEST REPORTS PRIOR TO FILLER X FABRICATION VERIFYING USE OF PROPER WPS'S 1704.3.1 ACI 318 3.5.2 X COPY OF WELDING PROCEDURE SPECIFICATIONS PRIOR TO ------ - - - - - - 1903.5.2 AWS D1.4 SECTION 7 _._ - -_.. _ FABRICATION • VERIFYING WELDER X COPY OF QUALIFICATION CARDS PRIOR TO FABRICATION QUALIFICATIONS WELDING REINFORCING EXCEPT AS NOTED OTHERWISE X WELDING REINFORCING STEEL IN — -- - -- ALL WELDS VISUALLY INSPECTED PER AWS D1.4 7.5 MOMENT RESISTING FRAMES X • • • ALUMINUM .' MATERIAL VERIFICATION OF X CERTIFIED MILL TEST REPORTS PRIOR TO FABRICATION STRUCTURAL ALUMINUM MATERIAL VERIFICATION OF BOLTS X MANUFACTURERS CERTIFIED TEST REPORTS PRIOR TO FABRICATION • MATERIAL VERIFICATION OF WELD X PRIOR TO FABRICATION FILLER METALS VERIFYING USE OF PROPER WPS'S 1704.13 X PRIOR TO FABRICATION • VERIFYING WELDER QUALIFICATIONS AWS D1.2 SECTION 5 X PRIOR TO FABRICATION COMPLETE AND PARTIAL PENETRATION GROOVE WELDS X MULTIPASS FILLET WELDS • X SINGLE PASS FILLET WELDS X AT RANDOM INTERVALS OF APPROXIMATLY 50% WOOD FABRICATION OF PREFABRICATED 1704.2 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS STRUCTURAL ELEMENTS MATERIAL VERIFICATION OF STRUCTURAL PANELS AND NAILS X AFTER INSTALLATION FOR DIAPHRAGMS AND SHEAR _ WALLS WITH EDGE NAILING < 4" - - -- -- 1704.6.1 - - -- - - - - VERIFICATION OF FRAMING SIZE AT DIAPHRAGM AND SHEAR WALL PANEL EDGES WITH EDGE NAILING X AFTER INSTALLATION < 4 „ • - rr PVT afghan associates, inc. G�j o 6 ENGINEERING c\ o � 1 r '� C No y , �� v 9 0 - October 26, 2006 " \" G �.14 O Response to Structural Plan Review #' / Freeman Office Building #2 City of Tigard: BUP2006 -00212 FILE COPY MCE Project No.: 060725 AAI Project No.: A04138.01 STRUCTURAL COMMENTS: The following are in response to the Structural Plan Review by MCE for the City of Tigard, and follow the same item number references. 2) Soo revised Shoot IA. 3) Please see sheet 26 for Special Inspection schedules. See sheet 26. • 4) Bearing type - turn of the nut method. See sheet 26. 5) Soo revised Shcot IA. Sheet -3, 7) Deferred submittal. 8) Partitions shall be 20 psf. Revised Shoot 9. 11) See addendum calculations. See revised calculations. 12) See calculations dated Aug. 21, 2006 page 4 and 5/8" bolts @ 16" o/c adequate. Please see revised details on sheet 12 and attached calculations. !. 15) The braces are an architectural feature. 16) See attached. 17) Deferred Submittal. 18) Deferred Submittal. 19) Special Inspection. 21) Per Architect/Owner. 22) Per Architect/Owner. 23) Por Architect/Owner. 21) Por Architect/Owner. 25) Pe_ A _ Please call if you have any questions. Sincerely, ( 7)4c, David C.L. Sandahl, P.E. Project Manager 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 503.620.3030 I tel 503.620.5539 I fax • JOB NAME: Freeman Office Building City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: October 30, 2006 aoD 'Aral Tigard, OR 97223 SHEET 1 OF 2 MCE Project No. 060725 STRUCTURAL PLAN REVIEW #4 r <.. ` • • Tigard Building Permit: BUP2006 -00212 ■P • Calculations Dated 10/26/06 ; )C1 -- Corr. Item Page No. Comments --Code Section Made No. 9/16/06 1 ' " . 10/19/0 2 Sht. 1A - Loads Sheet 1A notes 100 PSF at comdors. Sheet 106.1.1 6 Sht. 9 - Second Floor 9 notes 80 PSF at corridors. Clarify. Loading 10/30/0 3 Sht. 1A - Special Submit the frequency of items noted as 1705.2 6 Inspection periodic. 10/30/0 4 Sht. 1A - Metals Item 6 Submit the type of tightening required for the 1704.3.3 6 bolts. 10/19/0 5 Sht. 1A Submit requirements for structural brick. 106.1.1 6 10/19/0 6 Sht. 3 - IBC Shearwall Submit calculations and detail for Mark C 106.1.1 6 Schedule with A35 at 3° O.C. O Sht. 6 and Sht. 21 Submit calculations and details for storefront. 106.1.1 (Deferred Submittal) 10/19/0 8 Sht. 1A - Loads Sht. 1A notes 20 PSF for partitions. Sht. 9 106.1.1 6 Sht. 9 - Second Floor notes 10 PSF for partitions. Clarify. Loading 10/19/0 9 Sht. 9 - Second Floor Submit calculations for B-3 (5 1/8 x 16 1/2 106.1.1 6 Framing Plan glulam). 10/19/0 10 Sht. 9 - Roof Framing Submit calculations for 5 1/8° x 30° glulam 106.1.1 6 Plan (B-11) with load and span noted. 10/26/0 11 Sht. 13 - Detail 5/13 Submit calculation for load transfer from floor 106.1.1 6 to steel frame. Submitted calculations note A35s do not work. 10/26/0 12 Sht. 12 - Shear Wall Submit calculations and detail for anchor 106.1.1 6 bolts and method of floor load transfer. 10/19/0 13 Sht. 14 - Wall Elevations Submit calculations and connection details 106.1.1 6 for Timberstrand studs. 10/19/0 14 Sht. 15 - Details 2/15, Submit calculations for brick masonry. 106.1.1 6 3/15 and A/5 JOB NAME: Freeman Office Building City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: October 30, 2006 Tigard, OR 97223 SHEET 2 OF 2 MCE Project No. 060725 STRUCTURAL PLAN REVIEW #4 Tigard Building Permit: BUP2006-00212 Calculations Dated 10/26/06 Corr. Item Page No. Comments Code Section Made No. 10/19/0 15 Sht. 17 Elevation A and Submit calculations for 2° dia. pipe, 3/16° 106.1.1 6 B plate and weld lengths. 10/19/0 16 Sht. 17 Elevation A and Submit calculations for 6 inch diameter std. 106.1.1 6 B pipe with brace loads 17 Sht. 19 and 20 - Stairs Submit calculations and details for stairs and 106.1.1 (Deferred Submittal) connections. I 18 -ht. 24 - Storefront Submit calculations and details for aluminum 106.1.1 (Deferred Submittal) cladding. 19 Special Inspection Special inspection is required for concrete, 1704, 1705, 1707, welding, reinforcing steel, bolting, welded 1708 studs, embedded plates, bolts in concrete, structural steel fabrication and erection. 20 Structural Observation Structural observation is required for (Deferred Sub mittal concrete foundation and steel moment frames. 21 General Submit one set of reinforcing steel shop 0 (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. General Submit one set of miscellaneous steel shop (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 23 General Submit one set of wood beam and joist shop 0(Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 24 General Submit one set of steel stair framing shop 0 (Deferred Submittal) drawings, which have been reviewed and initialed by the Project Engineer, to be filed with the City of Tigard before placement. 25 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of the revised plans to the city of Tigard. • Page 1 of 1 Val Henzel - Fwd: Freeman office building From: Brian Blalock To: Val Henzel Date: 10/31/2006 8:45 AM Subject: Fwd: Freeman office building Brian, 4 This plan check is complete as far as the calculations go Ray has not seen any drawings yet to go with the above mentioned calculations as required in item # 25 Nancy Wells Administrative Assistant Miller Consulting Engineers, Inc. 9570 SW Barbur Blvd., Ste. 100 Portland, OR 97219 Phone: (503) 246 -1250 Fax: (503) 246 -1395 EMAIL: nancy@millerengrs.com Web: www.millerengrs.com file: //C :\Documents and Settings \val.000\Local Settings \Temp \GW }00001.HTM 11/20/2006 MILLER Consulting Engineers LETTER OF TRANSMITTAL 9570 SW. Barbur Boulevard, Suite 100 Portland, Oregon 97219 -5412 PH: (503) 246 -1250 DATE November 17, 2006 I JOB NO. 060725 FAX: (503) 246 -1395 ATTENTION Brian Blalock TO RE: Plan Review - Freeman Office Building City of Tigard BUP2006 00212 13125 Hall Boulevard Tigard, OR 97223 WE ARE SENDING YOU, ATTACHED • Via ❑ FAX ❑ US Mail ® Customer P/U ❑ Courier COPIES DATE NO. DESCRIPTION 3 11/17/06 Sets Drawings Returned, Stamped for being Reviewed 11 -17 -06 THESE ARE TRANSMITTED as checked below: ❑ For Approval ® For Your Use ❑ As Requested ❑ For Review and Comment REMARKS COPY TO file SIGNED: Ray Miller; naw AA afghan associates. inc. 1—j) ENGINEERING v `N �1 ti: 06 O U NOS OF Gy cNO. October 26, 2006 G� O`�GO Response to Structural Plan Review #1 • Freeman Office Building #2 City of Tigard: BUP2006 -00212 MCE Project No.: 060725 AM Project No.: A04138.01 STRUCTURAL COMMENTS: The following are in response to the Structural Plan Review by MCE for the City of Tigard, and follow the same item number references. 2) Soo revised Shcot 1A. 3) Please see sheet 26 for Special inspection schedules. See sheet 26. • 4) Bearing type — turn of the nut method. See sheet 26. 5) Soo rovisod Shcot 1A. Sleet =3: - • - - - - ... _ . _ 7) Def fFed su 11) See addendum calculations. See revised calculations. 12) See calculations dated Aug. 21, 2006 page 4 and 5/8" bolts @ 16" o/c adequate. Please see revised details on sheet 12 and attached calculations. 16) Soo attachod. 21) Per Architect /O 22) Per A rchi /O 23) Per A - chi +/ 25) Please call if you have any questions. Sincerely, GL David C.L. Sandahl, P.E. Project Manager 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 503.620.3030 I tel 503.620.5539 I fax • REQUIRED_STRUCTURAL SPECIAL INSPECTIONS INSPECTION - SYSTEM or MATERIAL IBC CODE I CODE or STANDARD I FREQUENCY REMARKS REFERENCE REFERENCE Continuous/ Periodic FABRICATORS SPECIAL INSPECTIONS APPLY TO VERIFICATION OF FABRICATORS 1704.2 X DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES INCLUDING REVIEW FOR COMPLETENESS _AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS CONCRETE WELDING REINFORCING STEEL 1704.3.1 ACI 318 3.5.2 REFER TO STEEL FOR WELDING REQUIREMENTS 1903.5.2 _ AWS D1.4 SECTION 7 PLACEMENT OF CAST -IN -PLACE 1704.4 ACI 318 1.3.2.0 X ALL BOLTS VISUALLY INSPECTED PRIOR TO CONCRETE ANCHOR BOLTS PLACEMENT VERIFYING USE OF REQUIRED MIX 1704.4 1904 ACI 318 1.3.2.A DESIGN(S) 1905.2 -4 ACI 318 CHAPTER 4 X PRIOR TO POUR 1914.2 ACI 318 5.2 -5.4 CONCRETE PLACEMENT 1704.4 ACI 318 1.3.2.D X _ 1905.9 -10 ACI 318 5.9 -5.10 MASONRY VERIFICATION OF SITE- ACI 530 1.14.x PROPORTIONED MORTAR AND ACI 530.1 2.6A X VERIFY DURING EACH SITE VISIT GROUT_ OBSERVATION OF REQUIRED PRISM ACI 530 1.14x — X PREPARATION ACI 530.1 1.4 PLACEMENT OF MASONRY UNITS ACI 530 1.14.x OBSERVE APPROXIMATELY 25% OF ACTIVE WALL AND MORTAR JOINT X CONSTRUCTION ACI 530.1 3.3B CONSTRUCTION -- - - - - -- — 1704.5.1 ACI 530 1.14.x -- -- REINFORCING STEEL AND 1704.5.2 ACI 530.1 3.4 X PRIOR TO GROUT POUR CONNECTOR PLACEMENT 1704.5.3 ACI 530.1 3.6A COLD /HOT WEATHER MASONRY ACI 530 1.14.x PROTECTION ACI 530.1 1.8C X ACI 530.1 1.8D _ • VERIFYING GROUT SPACE IS CLEAN ACI 530 1.14.x X VERIFY DURING EACH SITE VISIT • PRIOR TO GROUTING _ ACI 530.1 3.2D GROUT PLACEMENT ACI 530 1.14.x X ACI 530.1 3.5 STEEL FABRICATION OF STRUCTURAL X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS . ELEMENTS BEFORE START OF WORK MATERIAL VERIFICATION OF 1704.3 ASTM A6 STRUCTURAL STEEL 2203.1 AISC ASD A3.1 a X CERTIFIED MILL TEST REPORTS PRIOR TO FABRICATION AISC LRFD A3.1 a MATERIAL VERIFICATION OF HIGH AISC ASD A3.4 MANUFACTURER'S CERTIFIED TEST REPORTS PRIOR TO STRENGTH BOLTS 1704.3 AISC LRFD A3.3 X FABRICATION MATERIAL VERIFICATION OF AISC ASD A3.5 MANUFACTURER'S CERTIFIED TEST REPORTS PRIOR TO ANCHOR BOLTS AND THREADED 1704.3 AISC LRFD A3.4 X FABRICATION RODS MATERIAL VERIFICATION OF WELD MANUFACTURER'S CERTIFIED TEST REPORTS PRIOR TO FILLER METALS _ X FABRICATION VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS PRIOR TO FABRICATION VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS PRIOR TO FABRICATION COMPLETE AND PARTIAL 1704.3.1 AWS D1.1 SECTION 6 X PENETRATION GROOVE WELDS MULTIPASS FILLET WELDS _ X SINGLE PASS FILLET WELDS X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 GREATER THAN 5/16" SINGLE PASS FILLET WELDS LESS X THAN OR EQUAL TO 5/16" WELDING STAIR AND RAILING AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 AFTER SYSTEMS _ INSTALLATION RCSC SPECIFICATION SNUG -TIGHT HIGH STRENGTH BOLT FOR STRUCTURAL ALL CONNECTIONS VISUALLY INSPECTED AFTER INSTALLATION 1704.3.3.2 JOINTS USING ASTM X INSTALLATION. SNUG -TIGHT PLUS 1/4 TURN. A325 OR A490 BOLTS SECTION 9 VERIFICATION OF FRAME JOINT DETAILS INCLUDING APPLICATION, ALL CONNECTIONS VISUALLY INSPECTED AFTER COMPONENT LOCATIONS, 1704.3.2 X INSTALLATION BRACING, AND STIFFENERS MATERIAL VERIFICATION OF X CERTIFIED MILL TEST REPORTS PRIOR TO FABRICATION REINFORCING STEEL FOR WELDING MATERIAL VERIFICATION OF WELD MANUFACTURER'S CERTIFIED TEST REPORTS PRIOR TO FILLER METALS _ _ _ _ X FABRICATION _ VERIFYING USE OF PROPER WPS'S 1704.3.1 ACI 318 3.5.2 X COPY OF WELDING PROCEDURE SPECIFICATIONS PRIOR TO — 1903.5.2 AWS D1.4 SECTION 7 __ -__ FABRICATION _— • VERIFYING WELDER X COPY OF QUALIFICATION CARDS PRIOR TO FABRICATION QUALIFICATIONS WELDING REINFORCING EXCEPT AS X NOTED OTHERWISE — ALL WELDS VISUALLY INSPECTED PER AWS D1.4 7.5 WELDING REINFORCING STEEL IN X MOMENT RESISTING FRAMES • ALUMINUM MATERIAL VERIFICATION OF X CERTIFIED MILL TEST REPORTS PRIOR TO FABRICATION STRUCTURAL ALUMINUM MATERIAL VERIFICATION OF BOLTS X MANUFACTURERS CERTIFIED TEST REPORTS PRIOR TO FABRICATION MATERIAL VERIFICATION OF WELD FILLER METALS X PRIOR TO FABRICATION VERIFYING USE OF PROPER WPS'S 1704.13 X PRIOR TO FABRICATION VERIFYING WELDER -- QUALIFICATIONS AWS D1.2 SECTION 5 X PRIOR TO FABRICATION COMPLETE AND PARTIAL PENETRATION GROOVE WELDS X MULTIPASS FILLET WELDS X SINGLE PASS FILLET WELDS X AT RANDOM INTERVALS OF APPROXIMATLY 50% WOOD FABRICATION OF PREFABRICATED 1704.2 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS STRUCTURAL ELEMENTS MATERIAL VERIFICATION OF STRUCTURAL PANELS AND NAILS X AFTER INSTALLATION FOR DIAPHRAGMS AND SHEAR WALLS WITH EDGE NAILING < 4" 1704.6.1 VERIFICATION OF FRAMING SIZE AT DIAPHRAGM AND SHEAR WALL PANEL EDGES WITH EDGE NAILING X AFTER INSTALLATION < 4" f I afghan associates, inc. ENGINEERING October 4, 2006 Response to Structural Plan Review Freeman Office Building #2 City of Tigard: BUP2006 -00212 MCE Project No.: 060725 AAI Project No.: A04138.01 STRUCTURAL COMMENTS: The following are in response to the Structural Plan Review by MCE for the City of Tigard, and follow the same item number references. 2) See revised Sheet 1A. 3) The frequency for items noted as periodic is periodic. Does reviewer mean type? See sheet 1 A — Special Inspection Item 3. 4) Bearing type — turn of the nut method. 5) See revised Sheet 1A. 6) Top plate connection to rim is not applicable to this project. See revised table on Sheet 3. 7) Deferred submittal. 8) Partitions shall be 20 psf. Revised Sheet 9. 9) JA 10) JA 11) See addendum calculations. 12) See calculations dated Aug. 21, 2006 page 4 and 5/8" bolts @ 16" o/c adequate. 13) See page 1 of 1 of calculations dated May 5, 2006. 14) See attached calculations for brick masonry fence. 15) The braces are an architectural feature. 16) • - See attached. 17) Deferred Submittal. 18) Deferred Submittal. 19) Special Inspection. 20) • Structural Observation. 21) Per Architect/Owner. 22) Per Architect/Owner. 23) Per Architect/Owner. 24) Per Architect/Owner. 25) Per Architect/Owner. Please call if you have any questions. Sincerely, D David C.L. Sandahl, P.E. Project Manager • 4875 SW Griffith Drive I Suite 300 I Beaverton, OR 1 97005 503.620.3030 I tel 503.620.5539 I fax Page 1of1 Val Henzel - Freeman office building From: Nancy Wells <Nancy@millerengrs.com> To: "'Brian Blalock (brianb @tigard- or.gov) "' <brianb @tigard- or.gov> Date: 10/30/2006 2:00 PM Subject: Freeman office building Brian, This plan check is complete as far as the calculations go Ray has not seen any drawings yet to go with the above mentioned calculations as required in item # 25 Nancy Wells Administrative Assistant Miller Consulting Engineers, Inc. 9570 SW Barbur Blvd., Ste. 100 Portland, OR 97219 Phone: (503) 246 -1250 Fax: (503) 246 -1395 EMAIL: nancy@millerengrs.com Web: www.millerengrs.com file: / /C: \Documents and Settings \val.000\Local Settings \Temp \GW }00001.HTM 11/1/2006 OCT 20 2006 3:01 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P. 02/03 JOB NAME:, Freeman Office Building City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: October 20, 2006 /`' Tigard, OR 97223 SHEET OF �" MCE Project No. 060725 STRUCTURAL PLAN REVIEW #3 O' p 0`� • Tigard Building Permit: BUP2006- 00212sj .(� ' g Plans Dated 10/17/06 NA 6 Corr. Item Page No. Comments -\ Code Section Made No. 9/16/06 1 106.1.1 , 10/19/06 2 Sht. 1A - Loads Sheet 1A notes 100 PSF at corridors. Sheet 106.1.1 Sht. 9 - Second Floor 9 notes 80 PSF at corridors. Clarify. Loading 3 Sht. 1A - Special Submit the frequency of items noted as 1705.2 Inspection periodic. 4 Sht. 1A- Metals Item 6 Submit the type of tightening required for the 1704.3.3 bolts. 10/19/06 5 Sht. 1A Submit requirements for structural brick. 106.1.1 10/19/06 6 Sht. 3 - IBC Shearwall Submit calculations and detail for Mark C with 106.1.1 Schedule A35 at 3" O.C. • 7 Sht. 6 and Sht. 21 Submit calculations and details for storefront. 106.1.1 (Deferred Submittal) 10/19/06 8 Sht. 1A - Loads Sht. 1A notes 20 PSF for partitions. Sht. 9 106.1.1 Sht. 9 - Second Floor notes 10 PSF for partitions. Clarify. Loading 10/19/06 9 Sht. 9 - Second Floor Submit calculations for B-3 (5 1/8 x 16 1/2 106.1.1 Framing Plan glulam). I 10/19/06 10 Sht. 9 - Roof Framing Submit calculations for 5 1/8° x 30" glulam 106.1.1 Plan (B -11) with load and span noted. 11 Sht. 13 - Detail 5/13 Submit calculation for load transfer from floor 106.1.1 to steel frame. Submitted calculations note A35s do not work. 12 Sht. 12 - Shear Wall Submit calculations and detail for anchor 106.1.1 bolts and method of floor load transfer. 10/19/06 13 Sht. 14 - Wall Elevations Submit calculations and connection details 106.1.1 for Timberstrand studs. 10/19/06 14 Sht. 15 - Details 2/15, Submit calculations for brick masonry. 106.1.1 3/15 and A/5 OCT 20 2006 3:01 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P.03/03 • JOB NAME: Freeman Office Building City of Tigard Building Department JOB' ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: October 20, 2006 Tigard, OR 97223 SHEET 2 OF 2 MCE Project No. 060725 STRUCTURAL PLAN REVIEW #3 Tigard Wilding Permit: BUP2006 -00212 Plans Dated 10/17/06 • Corr. Item Page No. Comments Code Section Made No. 10/19/06 15 Sht. 17 Elevation A andB Submit calculations for 2" dia. pipe, 3/16" 106.1.1 plate and weld lengths. 10/19/06 16 Sht. 17 Elevation A and 'B Submit calculations for 6 inch diameter std. 106.1.1 pipe with brace loads • 17 Sht. 19 and 20 — Stairs Submit calculations and details for stairs and 106.1.1 (Deferred Submittal) connections. 18 Sht. 24 - Storefront Submit calculations and details for aluminum 106.1.1 (Deferred Submittal) cladding. . 19 Special Inspection Special inspection is required for concrete, 1704, 1705, 1707, welding, reinforcing steel, bolting, welded 1708 studs, embedded plates, bolts in concrete, structural steel fabrication and erection. 20 Structural Observation Structural observation is required for (Deferred Submittal) concrete foundation and steel moment frames. 21 General Submit one set of reinforcing steel shop (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 22 General Submit one set of miscellaneous steel shop (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 23 General Submit one set of wood beam and joist shop (Deferred Submittal) drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 24 General Submit one set of steel stair framing shop (Deferred Submittal) drawings, which have been reviewed and initialed by the Project Engineer, to be filed with the City of Tigard before placement. 25 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of the revised plans to the city of Tigard. ** TOTAL PAGE. 03 ** JOB NAME: Freeman Office Building City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: September 15, 2006 Tigard, OR 97223 SHEET 1 OF 2 1:") MCE Project No. 060725 STRUCTURAL PLAN REVIEW #2 �- �'� Tigard Building Permit: BUP2006 -00212 Plans Dated 8129106 SEP 1 2006 Corr. Item Page No. Comments ,;1; j Y Vt' Ale ction Made No. � TITT M P .. TTST . F 9/16/06 1 106.1.1 . 2 Sht. 1A - Loads Sheet 1A notes 100 PSF at corridors. Sheet 106.1.1 Sht. 9 - Second Floor 9 notes 80 PSF at corridors. Clarify. Loading 3 Sht. 1A - Special Submit the frequency of items noted as 1705.2 Inspection periodic. 4 Sht. 1A - Metals Item 6 Submit the type of tightening required for the 1704.3.3 bolts. 5 Sht. 1A Submit requirements for structural brick. 106.1.1 6 Sht. 3 - IBC Shearwall Submit calculations and detail for Mark C with 106.1.1 Schedule A35 at 3" O.C. 7 Sht. 6 and Sht. 21 Submit calculations and details for storefront. 106.1.1 (Deferred Submittal) 8 Sht. 1A - Loads Sht. 1A notes 20 PSF for partitions. Sht. 9 106.1.1 Sht. 9 - Second Floor notes 10 PSF for partitions. Clarify. Loading 9 Sht 9 - Second Floor Submit calculations for B -3 (5 1/8 x 16 1/2 106.1.1 Framing Plan glulam). 10 Sht. 9 - Roof Framing Submit calculations for 5 1/8° x 30" glulam 106.1.1 Plan (B -11) with load and span noted. 11 Sht--13 - Detail 5/13 Submit calculation for load transfer from floor 106.1.1 to steel frame. 12 Sht. 12 -Shear Wall Submit calculations and detail for anchor 106.1.1 bolts and method of floor load transfer. 13 Sht 14 -Wall Elevations Submit calculations and connection details 106.1.1 for Timberstrand studs. 14 Sht. 15 - Details 2/15, Submit calculations for brick,masonry. 106.1.1 3/15 and A/5 JOB NAME: Freeman Office Building City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: September 15, 2006 Ti ard, 0 97223 SHEET 2OF2 fc �, 0 - NICE Project No. 060725 STRUCTURAL PLAN REVIEW 82 Tigard Building Permit: BUP2006 -00212 SE P 1b 1006 Plans Dated 8129/06 , ;,) r ..a� te - Yt�� Corr. Item Page No. Comments 'v�de`�3ection Made No. r3Z' 15 Sht. 17 Elevation A and B Submit calculations for 2" dia. pipe, 3/16" 106.1.1 plate and weld lengths. 16 Sht 17 Elevation A and B Submit calculations for 6 inch diameter std. 106.1.1 pipe with brace loads 17 Sht. 19 and 20 - Stairs Submit calculations and details for stairs and 106.1.1 (Deferred Submittal) connections. 18 Sht 24 - Storefront Submit calculations and details for aluminum 106.1.1 (Deferred Submittal) cladding. 19 Special Inspection Special inspection is required for concrete, 1704, 1705, 1707, welding, reinforcing steel, bolting, welded 1708 studs, embedded plates, bolts in concrete, • structural steel fabrication and erection. 20 Structural Observation. Structural observation is required for concrete foundation and steel moment frames. 21 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 22 General Submit one set of miscellaneous steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 23 General Submit one set of wood beam and joist shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 24 General Submit one set of steel stair framing shop drawings, which have been reviewed and initialed by the Project Engineer, to be filed with the City of Tigard before placement. 25 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of the revised plans to the city of Tigard. JOHN D. ANNAND II NCARB A R C H I T E C T LICENSED IN: 8260 S.W. HUNZIKER STREET, SUITE 150 OREGON WASHINGTON TIGARD, OREGON 97223 IDAHO CALIFORNIA ARIZONA MONTANA PHONE: (503) 620 -8668 NEVADA VIRGINIA FAX: (503) 625 -9617 HAWAII RP August 29, 2006, AUG Val Henzel, Senior Plans Examiner 2006 City of Tigard Building Department 13125 S.W. Hall Blvd. .1T • Tigard, Oregon 97223 Project: BUP2006 -00212 Freeman Office Bldg #2 9397 S.W. Locust Street Tigard , Oregon Response to Review Letter dated June 22, 2006 STRUCURAL 1. Calculations submitted plus clarification of steel connections and design loading. See drawings #9, #11,#12, # 14A & #15. FIRE LIFE AND SAFETY / GENERAL 2. Wall and ceiling assemblies changed to two hour rating (see drawings #3 and #2) between parking area S2 and office area B per Table 302.3.2 . Parking area has been enclosed on three sides (see drawing #3 and #4)with fire sprinklers added. N, 3. Egress path is 95 feet and within the 100 foot limit when installing fire sprinklers per Table 1018.2. See item #4 d of � sw b „, I itr” q 4. Two story B office utilizing one exit on second floor with occupancy under 30 (occupant load 2,803 sq ft / 100 = 28.03 occupants) and 100 foot travel distance will be allowed when installing fire sprinklers. Actual travel distance 95 feet shown on drawing #3. See Table 1018.2 C O N S T R U C T I O N O R I E N T E D D E S I G N F I R M Project : BUP2006 -00212 Freeman Office Bldg #2.Continued 8/29/06 5. Since the building has fire sprinklers and complies with Table 1018.2 note (d.) there is no requirement of stairway enclosure. 6. Suspended acoustic tile ceiling and insulation system is to be on the deferred submittal list. 7. Deferred submittal list on drawing #1A (1.) Fire sprinkler system (2.) Aluminum storefront assembly (3.) Wood I joists (4.) Steel shop drawings (5.) Steel stairs (6.) Suspended acoustic tile ceiling system Sincerely &4 o,t- JohnD.Armandll • � June 22, 2006 O pY - '� FI C CITY OF THGARD OREGON Cooper Mountain Vineyard LLC Robert J Gross 9480 SW Grabhom Rd Beaverton, OR 97007 RE: FREEMAN OFFICE BUILDING # TWO - NEW BUILDING - REVIEW Project Information Building Permit BUP2006 -00212 Construction Type: V -B Tenant Name: Cooper MT. Vineyard Occupancy Type B Address: 9397 SW Locust St. Occupant Load: 29 (+/-) Area: 2,803 sq ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004. edition and 2004 Oregon Fire Code as amended by TVFBcR. The following information is required in or &. s2 complete the review. "Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed awl show in detail that it conform to the provisions of this code and relevant laws, ordinances, rules and regulations (OSS 106.). *Cross section(*) and details. Show all framing- member sizes and spacing such as floor beams, headers, joists, sub -floor, wall construction, roof construction. More than one cross section dray be STRUCTURAL • 1. The structural review was completed by Miller Consulting. The plan review document #1 dated. May 11, 2006, is attached. Please provide response to this office. FIRE LIFE AND SAFETY / GENERAL 2. Provide code analyses of building addressing parking area showing code compliance. Plan sheet: 2 and 5 shows 1 hour separation between parking area and the office building Table 302.3.2 (effective 2/1/06) requires a 2 hour separation between S2 occupancies and 406.3.3 requires the type of construct iton to be I, II or IV for an open garage. OSSC 106 3. Egress path and occupant load 1004, 1013, 1014 (The cnnstuction documents shall show in sufficient d tail the location, construction, size and character of allportions of the means of egrra in compliance with the pmvis ons of this mde. The construction documents shall designate the number of occupants to be accommodated on etery floor, and in alp' moms and spaces. OSSC 106.1.2) 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 l .,.. with under 30 1 4. Provide clarification on 2° floor utilizing one distance to building exit- Sermon ,1015 requires travel a exit per table 1018.2 for B occupanCy occupants and no more than 75 foot distance to include open stairs, therefore travel distance exceeds 75 feet. Provide code compliance. OSSC 106 cation on open stairway. Section 1019 would require enclosure, clarify code compliance. 5. Provide clariy OSSC 106 with calculations showing ceiling system complies with chapter 16 6. Provide e ngineer lateral design OSSC 106 section 1621 and chapter 25 section 2506. Please provide an item by item response. floor joist, Acoustical �a ceiling deferred on 7. Deferred submittals such as Truss Joist Shop ' g�� etc, will be system, Fire stopper Intercom system, Specialty of the work being deferred. The minimum fee: shall submittal fee based on the valuation of the portion of based on the total project value. be $200. This fee is in addition to the project plan review OAR 918 - 050 �d�farioaal is ns�orrrible dials rvbo "Documents or deferred submittal items shall be submitted the indicating that the � f submittal mica them axd folwafll t'a'r to the braid •lag o f Taal a notation ormmra to the design of the braiding T� deferred documents have been niieiaed and ban found to be in general � documents have been qPp� fry the braldit�g offer submittal items shall not be installed � 106.3.4.2" and submittal Oregon Strudutul Sped4' Code Deferred Items: noted sheet Steel stairs item NOT PART OF THIS *Pluming *Fire sprinkler *Electrical *Fire alarm *law voltage *Mechanical (1-IVAC) please attach a copy of the enclosed City of l revised drawings or additional information, p a When submitting ttaL The letter of transmittal assists the City of Tigard in tracking Tigard, Letter of Transmi processing the documents. Respectfully, Val Henzel, Senior Plans Examiner JOB NAME: Fri,:eman Office Building FILE C : A > ' City of Tigard Building Department JOB ADDRESS: 9397 SW Locust Street, Tigard, Oregon 13125 SW Hall Boulevard DATE: June 14, 2006 Tigard, OR 97223 SHEET 1 OF 1 MCE Project No. 060725 STRUCTURAL PLAN REVIEW #1 Tigard Building Permit: BUP2006 -00212 Plans Dated 5111/06 Corr. Iterru Page No. Comments Code Section Made No. 1 Submit completed and compatible plans and 106.1.1 - calculations, including how loads are connected to walls (i.e., second floor grid C), connections (i.e., Sheet 15), etc. (74) .� III June 22, 2006 $LS COri F C ITY O F TIGARD OREGON Cooper Mountain Vineyard LLC Robert J Gross 9480 SW Grabhorn Rd Beaverton, OR 97007 RE: FREEMAN OFFICE BUILDING # TWO - NEW BUILDING - REVIEW Project Information Building Permit BUP2006-00212 Construction Type: V -B Tenant Name: Cooper MT. Vineyard Occupancy Type: B Address: 9397 SW Locust St. Occupant Load: 29 (+/-) Area: 2,803 sq ft Stories: 2 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 (OSS 106.). *Cross sections) and details. Show all framing-member sizes and spacing such as floor beams, headers, joists, sub floor, wall construction, roof construction. More than one cross section may be Jrequired to dearly portray construction." STRUCTURAL 1. The structural review was completed by Miller Consulting. The plan review document #1 dated May 11, 2006, is attached. Please provide response to this office. FIRE LIFE AND SAFETY / GENERAL 2. Provide code analyses of building addressing parking area showing code compliance. Plan sheet 2 and 5 shows 1 hour separation between parking area and the office building Table 302.3.2 (effective 2/1/06) requires a 2 hour separation between S2 occupancies and 406.3.3 requires the type of construction to be I, II or IV for an open garage. OSSC 106 3. Egress path and occupant load 1004, 1013, 1014 (The cvnstntction documents shall show in seicient detail the location, construction, size and character of all portions of the means of egress in compliance with the provisions of this code. The construction documents shall designate the number of occupants to be accommodated on every floor, and in all moms and spaces. OSSC 106.1.2) 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 4. Provide clarification on 2od floor utilizing one exit per table 1018.2 for B occupancy with under 30 occupants and no more than 75 foot travel distance to building exit. Section 1015 requires travel distance to include open stairs, therefore travel distance exceeds 75 feet. Provide code compliance. OSSC 106 5. Provide clarification on open stairway. Section 1019 would require enclosure, clarify code compliance. OSSC 106 6. Provide engineer lateral design with calculations showing ceiling system complies with chapter 16 section 1621 and chapter 25 section 2506. OSSC 106 Please provide an item by item response. 7. 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. OAR 918-050-0150 `Documents for deferred submittal items shall be submitted to the registered design professional responsibk charge who shall review them and forward them to the building ofidal with a notation indicating that the defened submittal documents have been reviewed and been found to be in general avnf ormancr to the design of the building. The defend 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: As noted on sheet - IA *Steel stairs * Aluminum curtain wall system NOT PART OF THIS REVIEW: *Mechanical (HVAC) *Pluming *Fire sprinkler *Electrical *Fire alarm *Low voltage 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 Henzel, Senior Plans Examiner (i IPl \ June 13, 2006 CITY OF TIGARD OREGON Miller Consulting Engineers 9570 Barbur Boulevard Portland, OR 97219 RE: PERSONAL SERVICES CONTRACT Project Information , Building Permit BUP2006-00212 Occupancy Type: B Tenant Name: Office #2 Construction Type: VB Address: 9397 SW Locust Street Occupant Load: NA 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 calculations and a copy of the permit application. Assess your review fee based on 33% of the total project plan review fee per the Personal Service Contract Please contact the applicant for review questions and copy the City of Tigard with any correspondence. If you need additional information please call me at 503- 718 -2759. Re sp , Brian Pi ock, P - . � s Examination Supervisor 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 gL. °4,, ir z sip, 7377 LioeArgi- Building Permit Application a lt,R OFFICE: USE O\I.V City of Tigard REGEI v E D -, D B 6E� � _ % i r O E 13125 SW Hall Blvd., Tigard, OR 97223 Plan Review Phone: 503.639.4171 Fax: 503.598.1960 20 � , ; p Other Permit: Inspection Line: 503.639.4175 M;'' , ' I —. Date Ready/By. ® See Page 2 for Internet: www.tigard or.gov Notified/Method Mil Supplemental Information CITY OF -CIGAR/ D om, . �1�10" TY�t1i : ' ' REQUIRED DATA: 1- AND 2-FAMILY DWELLING • ' Nr New construction ❑ Demolition Permit fees' are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the - CATEGORY OF CONSTRUCTION , work indicated on this application. ❑ 1- and 2- family dwelling ❑ Commercial /industrial Valuation: S L • ; • - ._ t ❑ Accessory building ❑ Multi - family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: q' C JOB SITE INFORMATION AND LOCATION Total number of floors: ' F1LFE L I"1 , .a C R FILE. {R Job site address. 4004004, S • \►.L L/G r2/ S-' '� r 1��c.,T New dwelling area: square feet City/StaterZEP: —r i i ,c'-v—> 1 0 (L,1- 6 q e2 3 Garage/carport area: square feet Suite/bldg. /apt. no.: I Project name: O F F' I L z Covered porch area: square feet Cross street/directions to job site: r1 ��.m 164_, t,!' �� Deck area: square feet ` � 7 'I Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: I Lot no.: Permit fees' are based on the value of the work performed. 1 ,� D G rJb0 Q Indicate the value (rounded to the nearest dollar) of all Tax map /parcel no.: i equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK . work indicated on this application. I.2/ 5w c Fvf c_ 2,L.t & , f t . . . - _ - - ( Valuation: $ a5p pdo I '-''r c (--(:).:=4t--. I 1 ca. * 42 t 2. - F Ltd 0 r` Existing building area: square feet 1 [� 4-0 to = a, 803 E° 3 square feet PROPERTY OWNER - ❑ TENANT . ' Number of stories: a Name: C CDC) 17 W...1%.- 1-1 at) tJ'TA1 e--1 Nei ■-J Af - L.L. G Type of construction: `Sr, — 8 Address: 94- a v S W. 4 iu., t loo (L v_ez) ANA> Occupancy groups: City /State/ZIP:.g ! c i1t,_.-1--421J 1 ep g_g_A 01,4 Q1aG1 Existing: Phone: (5 05 C - 00 2, Fax: ( ) New: g APPLICANT ❑ CONTACT PERSON NOTICE Business name:(,) O? t -i C=U t2/ jp ■/ t I2/ � (Ak-A=> All contractors and subcontractors are required to be Contact name: � ��- . . LI rLo S L-LCr licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: jurisdiction in which work is being performed. If the applicant is exempt from licensing, the following reasons City/State/ZIP: apply n Phoe: ( ) I Fax:: ( ) �j/ q� . P e. — O 6 y o� -, j32J '? CONTRACTOR LS 1.22"- Business name: BUILDING PERMIT FEES* Address: ' Please refer to fee schedule. City/State/ZIP: /3 5. 77 Fees due upon application Phone: ( ) I Fax ( ) I 3 , ? CCB lic.: Amount received / Date received: Sly` G . Authorized signature: This permit application expires if a permits not btatoed within 180 days after it has been accepted as complete. Print name: rz_ rs 1 , 7z - r - . ` O s ..., Date: c e /Q C • Fee methodology set by Tri- County Building Industry " 1 ( Service Board. 1 \Building\Permils'SIT- PamitApp doc 12/30105 440- t613T(I I /0JCO\VWEB)