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Report (70) + JUL i'].3 2006 4 : 50 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P. 01.'06 , 0>- s78 - ( (8 Art7 c tva) 't Cr MILLER CONSULTING ENGINEERS FACSIMILE TRANSMITTAL FORM TO: Brian Blalock FIRM: City of Tigard FROM: Eric Watson PROJECT: Massih Building Plan Check DATE: Thursday,July 13, 2006 PROJ. NO.: 051333 FAX NO.: (503) 684-7297 TIME: 4:38 PM Copy to follow via Di US Mail ❑ Courier Service ® Other Total number of pages: 6 , including this page. Please call (503) 246-1250 if you do not receive all pages. MESSAGE: Brian: Enclosed is a copy of the plan review based on the drawings dated 7/11/06. If you have any further questions concerning this matter,please call. Respectfully, Miller Consulting Engineers,Inc. Eric R. Watson, S.E. Principal fc: Kamelia Massih, 503 223-6657 9570 SW Barbur Blvd.,Suite 100 Portland,Oregon 97219-5412 Phone(503)246-1250 Fax(503)246-1395 , JUL '*13 2006 4 : 50 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P. 02/06 JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: July 13, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 1 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#5 Engineering Dated 7/11/06 Corr. Item Page No. Comments Code Section Made No. 1 Calculations Submit calculation for loads to shear walls as Table 16-M #2 required for the seismic and wind controlled Section 1612.1 & directions. The analysis still needs to comply with Section 1633.2.9 Section 1612.1 which requires compliance with Sections 1633.2.5 and 1633.2.6. Therefore, submit details for lateral load transfer and connections at the reentrant corner. Provide:engineering to account for the bending in the strap from the exterior wall to the line of action. In addition, provide details in how the strap is connected to the walls and the other framing. The load noted in the calculations is greater than the capacity of the strap utilized at the reentrant corner and the;details for the strap are in conflict with the plans. Submit calculations and details for lateral load transfer and connections at the reentrant corner and coordinpte the drawings. Not 2 Submit details for lateral load transfer and Section 2211 Req'd connections including Omega. Not 3 Submit details for shear walls including fasteners, Section 2211 Req'd spacing and method of proper installation. Not 4 Submit details and calculations as required. Section 2211 Req'd 7/13/06 5 Pages 3 thru The overturning calculations at the shear walls do not Section 1612.1 6 of revised properly account for the application of forces from the calculations diaphragms. Submit calculations to properly account for the application of forces from the diaphragms to the sheer walls. Provider information concerning the development of the spreadsheet used in the calculations, as the output seems to not properly account for the loads as previouisly stated. The submittal is incomplete. Submit calculations and details to address the item. L JUL*13 2006 4 : 51 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P. 03, Ob JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: July 13, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 2 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#5 Engineering Dated 7/11/06 Corr. Item Page No. Comments Code Section Made No. 7/13/06 6 Pages 3 thru Submit calculations for the shear walls so as to Section 2315.1 6 of revised comply With Table 2306.4.1. calculations Clarify the use of 505 plf for the capacity of the shear walls as indicated in the plans. Clarify the discrepancy between the plans and engineering, as the engineering is based on Structural 1 (from Table 23-11-I-1)whereas the drawings specify OSB. 7/13/06 7 Plans Submit plans and details for the revised shear walls Section 106.3.3.1 per the calculations dated 3/22/06 including fasteners, spacing and method of proper installation. Provide information for the complete lateral load path to the foundation including bottom plate nailing and anchor bolting. The submittal is incomplete. Submit calculations and details Ito address the item. 5/26/06 8 Calculations Submit calculations and details to comply with the Section 1606.2 partition loading requirement. 7/13/06 9 Calculations Submit calculations and details for the ponding on the Section 1612.3.3 roof or Show that the beams are adequate to resist the adc*tional loading as a result of the ponding. The submittal is incomplete. Submit calculations and details to address the item. 10 Calculations Submit calculations and details for the framing of the Section 1612.1 Sheet 19 two-story walls including headers, sill framing and columns to resist out-of-plane loading requirements. Revise the out-of-plane loading to comply with Table 16-H (2). The wall framing on Sheet 19 is in conflict with the plans and elevations. Submit calculations and details to properly account for the out-of-plane loadingrequirements and coordinate the drawings. 11 Calculations Submit;calculations and details for the second floor Section 1612.1 exiting including floor framing, floor framing connections and the out-of-plane loading requirements at the two-story ballooned framed wall. Cross grain bending is not allowed per the code. Submit:calculations and details for the wall penetration connections and resolve conflicts noted in the plais and coordinate the drawings. , JUL4,13 2006 4: 51 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P. 04/ JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: July 13, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 3 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#5 Iiingineering Dated 7/11/06 Corr. Item Page No. Comments Code Section Made No. 5/26/06 12 Calculations Submit calculations and details for the snow drifting at Section 1614 the parapet along the perimeter per the code requirerhents. 5/26/06 13 Revised Clarify the wind loading requirements as the Section 106.3.3.1 Calculations calculations indicate the 100 mph exposure 'B' wherea the drawl n•s indicate 80 m•h ex•osure 'A'. 5/26/06 14 Revised Clarify the elevations of the building as the Section 1621.3 Calculations calculations indicate the overall building height as 29', but the drawings indicate the height to be 31' tall. 7/13/06 15 Revised Submit calculations and details for the seismic Section 1612.1 Calculations calculations including partition loading and storage loading per the code requirements. in addition, show calculations comparing the wind load in comparison to the seismic load of sections "A"and "B". The submittal is incomplete. Submit calculations and details I address the item. 5/26/06 16 Revised Submit calculations and details for the floor to floor Section 1612.1 Calculations holdowris in line with the capacities as listed by Simpsofl Manufacturing. 5/26/06 17 Calculations Submit calculations and details for the uplift capacity Section 1612.1 Detail 8/2 & 3 of typical anchor bolts used as holdowns and the allowable tension on the top of the thickened footing. 5/26/06 18 Calculations Clarify the use of the holdowns spaced at 4' o.c. and Section 106.3.3.1 Detail 8/2, 3 why they are used for negative tension. & 10/3 19 Calculations Submit calculations and details for the in-plane and Section 1612.1 Detail 9/2 & 3 out-of-plane load transfer at the roof and floor 11/3 & 4 diaphragms per the code requirements. Detail 12/4 is inadequate to transfer in-plane loads as required by code. Submit calculations and details to properly account for the in-plane loading requirefients. _ 20 Calculations Submit calculations and details for the guardrails so Section 509 Detail 12/3 & as to comply with the code requirements. Table 16-B 4 - - - -. - - - - - - (Items 9 & 11) Submit calculations and details to account for the out- , of-plan$ loading requirements on the hand rail. JUL4,13 2006 4 : 52 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 F. 05/06 JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: July 13, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 4 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#5 engineering Dated 7/11/06 Corr. Item Page No. Comments Code Section Made No. 21 Plans Submit calculations and details for the trash Section 106.3.3.1 (Deferred enclosuPte per the code requirements. Submittal) Clarify Whether the trash enclosure is a deferred submittal or not to be constructed. Submit one set of trash enclosure shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement. 5/26/06 22 Plans Section 11/2 indicates a floor throughout the section, Section 106.3.3.1 whereas Sheet 9 indicates a clearstory volume. Clarify Ind ensure the drawings are consistent. 5/26/06 23 Sheet 9 Submit calculations and details for the in-plane and Section 106.3.3.1 out-of-plane load transfer at the joist transition L betweef TJW and TJI joists. 24 Sheet 10 and Submit calculations for the joist connections at the Section 106.3.3.1 Detail 12/1 beams to comply with the code requirements. If the item is a deferred submittal, remove the call- outs from the plans to avoid conflicts. Submit calculations and details for the beam to post conneons as noted in Detail 13/1. 7/13/06 25 Sheet 17 Clarify the shear wall locations as compared to the Section 106.3.3.1 wall locations as indicated in the wall elevations. In addition, wall elevations 18/3 and 19/8 do not exist. Provideinformation for each wall as required. The submittal is incomplete. Submit calculations and details ip address the item. 7/13/06 26 Sheet 17 Submit calculations and details for the load transfer Section 1612.1 between the full height shear wall and the two story shear Walls as indicated in the plans. The submittal is incomplete. Submit calculations and details ip address the item. 27 General Submit one set of manufactured floor and roof joist Section 106.3.4.2 (Deferred shop drawings, which have been reviewed and Submittal) initialedby the project engineer, to be filed with the City of'Tigard before placement. 28 General Submit one set of stairway shop drawings, which Section 106.3.4.2 (Deferred have been reviewed and initialed by the project Submittal) engineer, to be filed with the City of Tigard before placement. 29 General Submit one set of suspended ceiling shop drawings, Section 106.3.4.2 (Deferred which have been reviewed and initialed by the project Submittal) engineer, to be filed with the City of Tigard before placement. JUL.,03 2006 4 : 53 PM FR MILLER CONSULTNG ENG246 1395 TO 5036847297 P. 06, 06 JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: July 13, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 5 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#5 engineering Dated 7111106 Corr. Item Page No. Comments Code Section Made No. 30 Special Special inspection is required for adhesive and Inspection expansion anchor installation. 31 General Approved resolution of the above items shall be incorpori'ated into submittal plans before a permit will be issued. Submit four(4) sets of revised plans to our office fair review. ** TOTAL PAGE. 06 **