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oocT? /1/4W-fi ,e fr /z 1544U_'47/\/',/ // RECEVD -0 nC,T 1 6 2-016 0_ ppe/61/ /4) CITY OF TIGA-D 0 / / -I.3#125-14. BUILDING DIV I.10N d.° re7 c---P • d_tvf • d z w /ZOO 9 (0 • .4 -6.5"• /, & ag m4,4, g/t6v A") Av/se 4-3o/iz 041/e)7( 7= 0. .3011 /1/ /Z/g9, 3-642 4e,C:"D th A/4 7/2 .1.1f" % Rpe Me( rr PROP e/e 15 68111° ORE'ON EXPIRES 06-30-07 4310 4/7 Wit/fl 2/V/ 4i 41,4 -:1,9-40:43 es;t:;vit. ati V2t7.2 .94 / 7‘,/ 74,7:voLz, biat - A tit M ) 3;1714-111-1, H m 754 q 5• (0 0, 0 - 0 m 7/2' .9 OL t9E ' 75// 5 /1 I 55I/ 0,41, 97P',1 i'Ve; 7 .p.riecitypti4 05 71,e-AM/4.6 A'A 44 /b0 ,le;7s C70 -2 c6-) N- ( ) ftriie: c Z LU 2.0•0°.4*IA 4/0/41:1•4,/5.- eJle•00 re Itv 74040 At,—(1/ ik•Anic 1.;" LLL UiSgit,—4 1\v( Al Orz-,F7- PJ 71 '12 Ce ,e • • ids‘ 2344i- iot-1 5 LetV/ ek6 " C..41",ne'jet ; ,112' 14 P./_ iV ,,l,f/A(0,445 0,1 fver- eefelred e407, - ;4' ( 4P'); 1.-,.49erfrA 7-77,44-: TIMBER COLUMNS 03-500.07 Pacific Park Plaza HH 10/16/2006 14:22 6x6 walkway support columns WOOD No. 1 Doug fir 1000 =Fc(psi) Tabulated comp. stress capacity 1.25 =CD Duration factor 0.85 =CM Moisture factor 1.00 =Ct Temperature factor 1.00 =CF Size factor 1800000 =E(psi) Modulus of elasticity 0.3 =KcE Lumber grading factor 0.8 =cc lumber factor COLUMN 1925 =P(#) Direct load 80 psf, 5'x10'tributary 5.5 =w(in) column width 5.5 =d (in) column depth 13 =L(ft) column length 1 =K length adjustment factor CALCULATED 1063 =Fc*(psi) Adjusted comp. stress capacity =Fc"CD*CM*Ct*CF 28 =Ud length/thickness ratio =L*12/MIN(w,d) 671 =FcE(psi) =KcE*E/LdA2 0.6317 =Q=FcE/Fc* =FcE/Fcs 0.52 =Cp =(1+Q)/(2*cc)-SQRT(((1+Q)/(2*cc))A2-Q/cc) 552 =Fc'(psi) compressive stress capacity =Cp*Fcs OK! 64 =fc(psi) compressive stress =P/(w*d) Welkin Engineering, P.C. r 1 • /=1 ENGINEERING o�—, ,r�7 ��, ! so -A a+ae: SURVEYING .PLANNING • /�►+ 416C1/11=111 8000 SW Pfaffle St,Portland, OR 97223 .j31 ( , *C'ell ' 1A/ ` L=, Tel: (503) 598-1866, Fax: (503) 598-1868 Irs 4:1.11:1 4 4.U.i•7NA- NILIVIV ... , . ,t. P et°"n et ' ii WWW.welkinpac ; I I i C� M@/ � I i I I '; I 1 l j I I , i! r � -17: I 100$fI I i � 1 I �t N 11 1 I_1,,,,k%4r 1 1. ' d , __: IVB` j��'l' .,. / i f $_ Mr+" � + � =, c� • • l y ' 1 fo- I 11 ‘,1110111j I 1 '- 1 ' 10 ' 1 1 I 1 I I F 1 I I I4/411 1)0104.1 I I � 1/� I 1, I C.i li tai°/litislogji.til 9.)//, I. */14 I 'F•201P-otei -1,'t,44;i4reti' ! • , I r I i 1 lee/OW i bai/°k•Ste 1, I I I I L 1 I 1 I I I � l I , /, ,,fi,t;• , ii,,e0P4 3 ; , ; I I I , I. . I II II I I ; I , I , I i i.... ... ...._i I � 1I . I , I I1 1 I RECEIVE-) MAR 1. 3 2006 March 10, 2006 CITY OF TIGAR® Welkin Engineering,P.0 OREGON Harris Hyman 8000 SW Pfaffle St Portland, OR 97223 RE: MASSIH OFFICE BUILDING -REVIEW Project Information Permit: BUP2004-00297 Construction Type: 5N Tenant Name: Massih Office Building Occupancy Type: B Address: 9975 SW Frewing St Occupant Load: ukn Area: 11,142 Sq Ft Stories: 2 The building permit above was issued in 2005. On December 27,2005 Mr. Hyman submitted a request to replace 2x6 dug fir#1,wood framing members with 6 inch cold-formed steel stud framing members to be used on the walls of this project.The request was forwarded to Miller Consulting Engineers (MCE) for review. MCE generated a plan review letter on January 10 (see attached).The following is correspondence to date for above permit: 1. Miller Consulting reviewed the requested submittal on 1/06,based on the complexity of the building framing.The review for this change has been based on the 2004 Oregon Structural Specialty Code (OSSq. 2. 1/10/06,MCE requested the submittal of the following information to complete his review; "1) calculation for loads to shear walls as required for the seismic&wind controlled directions as required by sec 1609.1.5& 1620.4&table 1616.5.1.1 #2, 2) submit details for load transfer&connections including Omega as required by sec 2211, 3) Submit details for shear walls including fasteners,spacing&method of proper installation as required by sec 2211, 4) Submit details & calculations as required as required by sec 2211" 3. During this review MCE noticed that the building was of irregular shape and that there was no calculation for seismic design based off the shape of the building as required per OSSC 1998, section 1629.5.3.This was brought to City of Tigard Building Department's attention and it was determined that this permit as noted above was issued in error as the plans are incomplete and need to be completed OSSC 106.3.3. "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", 4. A request was made by the City of Tigard on 1/11/06 by phone conversation with Mr. Hyman requesting he submit this calculation showing the proposed building design would meet the code requirements of Section 1629.5.3, OSSC. Mr. Hyman agreed to begin working on that immediately to 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 maintain the status of the issued permit without revoking it as this department has the authority to do so as stated per OSSC 105.6 "Suspension or revocation. The building official is authorized to suspend or revoke a permit issued under the provisions of this code wherever the permit is issued in error or on the basis of incormt, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of this code." 5. On 2/6/06 a phone conversation was held between Brian Blalock of the City of Tigard,Building Division and Mr.Hyman of Welkin Engineering.The discussion was documented with a letter dated 2/8/06 from Mr.Hyman reiterating the conversation informing Brian B. that the proposed construction change to steel studs will not be made at this time. He also explained that he was aware of MCE's concerns regarding seismic effects of the building shape. Mr.Hyman requested that the foundation construction be allowed to continue through the beginning of framing. Brian B agreed to this provided MCE's concerns would be addressed.Brian B.told Mr.Hyman that if MCE did not recommend approval based on a code complying design,Brian would request no work to be done after the foundation and slab were complete. Mr. Hyman stated he would have this analysis to this office by the following week to maintain the approved permit.No design has been received to date. 6. There was a request to change the exterior foundation design. On 2/15/06 this design was approved based on submitted information with special inspection required for soil compaction on the interior footing& foundation system.Brian B informed the contractor that no construction above the foundation and slab was going to be allowed until Mr. Hyman addressed the issues identified in the 1/10/06 plan review letter generated by MCE had been satisfied. 7. Per a conversation with Eric Watson at MCE on 3/9/06,No response has been received. PLEASE provide the requested design so that the project may proceed without interruption. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard,Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfull r Val Henzel, Senior Plans Examiner cc. Building Owner Kamelia Massih 1831 SW Dickinson Ln Portland, OR 77219 Fax 503-644-8330 Contractor David Gleason, Fax 503-430-8060 File Val Henze!- Plancheck Review 1-10-06.DOC Page 1 JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing BUILDING DEPARTMENT DATE: January 10, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 1 OF 1 Tigard Building Permit BUP-2004- 00297 STRUCTURAL PLAN REVIEW#1 (Use of cold-formed steel studs in place of 2x6 wood studs) Item No. Code Reference Comments 1 Table 1616.5.1.1 #2 Submit calculation for loads to shear walls as required for the Section 1620.4& seismic and wind controlled directions. Section 1609:1.5 2 Section 2211 Submit details for lateral load transfer and connections including Omega. 3 Section 2211 Submit details for shear walls including fasteners,spacing and method of proper installation. 4 Section 2211 Submit details and calculations as required. . 1 Welkin Engineering, P.C. , 9h e' • Ate ,,, ps. 0:, ,7 PLANNERS-ENGINEERS-LAND SURVEYORS 8000 SW Pfaffle Street,Portland,OR 97223 /lithe 4746/s0 503-598-1866:501868,503-598-1868 . , / .,,,/ d 3/22./040welkinpc•comcast.net '1 i di? I , { . //it �p�p r 1 1 , L. • , 1 i1:1: " I„.::'1,,: , t,,.I;_ 1,:!: .. i;, 11# ?,-r'. ° . . i:.iff1I�` �' ,,• ,,' 1 ,,! ..i,,(, 4,,4,; 4,4,. ,, 4,,,,0,,, I 1!'d(! ..._ ill” / ,,'!.-e-,ir,.,:,, ,_.,:. ,.....,i,,,11 1 ' 1 . 1 ' 1 1 1. (._... f , I : - 1 1. i' 1l , _ r I 1 ' 'r r1�P0/lie:...+ ) .. �✓. , � ,e� • 1 ,... ...... .. �I M ' -f I. ,�7R�� t. ...t• ..... ..., ..'.. i 0 .... ,. t !ff s x,4,'10`. r 1 � A , i l ; 1.. i. FIRST FLOOR WELKIN ENGINEERING, P.C. PLANNERS CIVIL ENGINEERS SURVEYORS BOOO S.W. PFAFFLE STREET PORTLAND, OREGON 97223 509-596-1 B66. FAX 3O3-590.11116B JOB 03-500.07 A.0 . .E-4aw 06/14.04 •n o' 6924 square feet s/otpve- do/iv/ 1 , d n 3; Welkin Engineering, P.C. 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X5' JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: August 8, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 1 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#6 Engineering Dated 8/3/06 Corr. Item Page No. Comments Code Section Made No. 8/8/06 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 coordinate 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 shear walls. Provide information concerning the development of the spreadsheet used in the calculations, as the output seems to not properly account for the loads as previously stated. The submittal is incomplete. Submit calculations and details to address the item. JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: August 8, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 2 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#6 Engineering Dated 813/06 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 23064.1. 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 23-11-1-1)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 to 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 additional 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 loading requirements 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 plans and coordinate the drawings. JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: August 8, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 3 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#6 Engineering Dated 8/3/06 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 requirements. 5126/06 13 Revised Clarify the wind loading requirements as the Section 106.3.3.1 Calculations calculations indicate the 100 mph exposure 'B' whereas the drawings indicate 80 mph exposure '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 to address the item. 5/26/06 16 Revised Submit calculations and details for the floor to floor Section 1612.1 Calculations holdowns in line with the capacities as listed by Simpson 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 requirements. 8/8/06 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-plane loading requirements on the hand rail. JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: August 8, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 4 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#6 Engineering Dated 813/06 Corr. Item Page No. Comments Code Section Made No. 21 Plans Submit calculations and details for the trash Section 106.3.3.1 (Deferred enclosure 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 and 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 between 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 connections 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. Provide information for each wall as required. The submittal is incomplete. Submit calculations and details to 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 to 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) initialed by 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. JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: August 8, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 5 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#6 Engineering Dated 8/3/06 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 incorporated into submittal plans before a permit will be issued. Submit four(4) sets of revised plans to our office for review. IIIII City of Tigard • _ SETTING THE STANDARD FOR SERVICE EXCELLENCE T I CARD Facsimile To: Harris Hyman Welkin Engineering, P.0 Company: 8000 SW Pfaffle St., Portland, OR 97223 Phone: 503.598.1866 Fax: 503.598.1868 From: Val Henzel Company: City of Tigard Phone: (503) 718-2436 Fax: (503) 624-3681 Date: 9/15/06 Pages including this page: 6 COMMENTS: Pacific Park Plaza BUP2005-00297, structural plan review #7, Item # 11 unresolved. Please provide item # 11 response to complete this process. Hard copy in mail. City Of Tigard, 13125 SW Hall Blvd.,Tigard, OR 97723 **PLEASE DELIVER THIS FAX IMMEDIATELY ** TRANSMISSICNLVERIFICATION REPORT TIME : 09/15/2006 13:25 NAME : TIGARD BUILDING DEPT FAX :YNC 1/4<`3 TEL : 5036243681 y+ � SER. # : BROD4J479592 itic DATE,TIME �� :. 09/15 13:23 FAX NO. /NAME J 5035981868 DURATION ��, 00:01:54 PAGE(S) �` 06 RESULT OK MODE STANDARD ECM •• Ci,yofTvgard__ • SETTING THE STANDARD FOR SERVICE EXCELLENCE T I CARD Facsimile To: Harris Hyman Company- Welkin Engineering, P.0 8000 SW Pfaffle St., Portland, OR 97223 Phone: 503.598.1866 Fax: 503398.1868 From: Val Henzel Company: City of Tigard Phone: (503) 718-2436 Fax: (503) 624-3681 Date: 9/15/06 Pages including this page: 6 JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR 4g BUILDING DEPARTMENT DATE: September 12, 2006 "�,,�+ 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 1 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#7 Engineering Dated 8/31106 Corr. Item Page No. Comments Code Section Made No. 8/8/06 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 coordinate 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 property account for the application of forces from the calculations diaphragms. Submit calculations to property account for the application of forces from the diaphragms to the shear walls. Provide information concerning the development of the spreadsheet used in the calculations, as the output seems to not property account for the loads as previously stated. The submittal is incomplete. Submit calculations and details to address the item. JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: September 12, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 2 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#7 Engineering Dated 8/31/06 Corr. Item Page No. Comments Code Section Made No. 7113/06 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-I1-I-1)whereas the drawings specify OSB. 7113/06 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 to 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 additional loading as a result of the ponding. The submittal is incomplete. Submit calculations and details to address the item. 9/12/06 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 loading requirements 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. • JOB NAME: Pacific Park Plaza CITY OF TIGARD JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT DATE: September 12, 2006 13125 HALL BOULEVARD MCE Project No.: 051333 TIGARD, OR 97223 SHEET 3 OF 5 Tigard Building Permit BUP-2004-00297 STRUCTURAL PLAN REVIEW#7 Engineering Dated 8131/06 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 requirements. 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' whereas the drawings indicate 80 mph exposure '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 to address the item. 5/26/06 16 Revised Submit calculations and details for the floor to floor Section 1612.1 Calculations holdowns in line with the capacities as listed by Simpson 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 9/12/06 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 requirements. 8/8/06 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-plane loading requirements on the hand rail. 09 "%Aillift. • � rt.; WELKIN ENGINEERING, P.C. ,whew1110. i Engineers 0 Planners O surveyors A TRANSMITTAL 00 s 'L`))-' :� DAIS JOB NO. TO: <,�� .�`�� Gam'!,/"L%‘' 03-&40.e)7 + 4 sy ' '"° ATTENTION r / 4 ,i- ,Y4f -- RE: , ' 4 AP / x / 64".401t0 !w 04416 WE ARE TRANSMITTING THE FOLLOWING BY: Mall essenger _ Other 1lr a, 71, 2 / t v- Si 1/ ✓l t1/ /v / /AP 3 ��� ,, 4 AS INDICATED LOW: For approval _ For your use „�'As requested For review and comment REMARKS: Att CC: SIGNED BY: t'% ;'..._, .• ;� ,: sopa 8W PFAFFLE ST. 0 PORTLAND, DR 97233 503.595.1588 0 (F) 503.595.1068 0 WELKINPC@DfMOAAT.NET . 1 Welkin Engineering, P.C. • avk '0•"1.0.- 2;,011t...... PS- 1110.4,7 PLANNERS-ENGINEERS-LAND SURVEYORS 8000 SW Pfaffle Street,Portland,OR 97223 /ri70 fe 406, 503-598-1866-fax 503-598-1868 welkinpc•corncast.net ?edige,-/ as/sx/oe., . , . . , • . , , , : , ,' „ , , , , , • , i , . i . , , , , , . T 1 1 !'- i--" : I -I , -, . [ A77. ...7-g , .,,1 - ;,<543 . 4 AfA . . . . . . , . . . „ i i . .., , .571,1(4.,., , . . , , : .,., , . , ....,, ilir'6 ' Ili 494 f • ifi. .60 0 3 4 I Li #0/$ . 1 "I" 40424, .7 i .• ' . , 1 'fe I. 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' • . : : ...1.4 . . . . , wer; . ; . ••••; ....„. - ,..,,,....,•• i, .....,...„, . , . . . . . . . . , . • ; . , . , . , . . . . . . : . . . . • : 1 . . .; . • , . , . . . , . . . . . . . . , . , . . . . . ; . . ; . . . . . . 03-500.07 MASSIH BUILDING HH 14:34 4/27106 SHEAR PANEL CAPACITY 15.4=unit wind load(#/FM2) 15.0=level 2 height(ft) 14.0=level 1 height(ft) ►cvFi 1 LEVEL 2 125 tee-entrant plan amplification(#/#) wind shear unit panel shear unit panel line tributary level 2 force level 1 force level 1 shear total panel width strength strength panel width strength strength ft # I 1 1 ft lift 1 ft Mt I northeast wind 18/2 17.5 5053 4716 9,769 40.8 505 20,604 OK! 40.8 505 20,604 OK! 19/1 17.5 5053 4716 9,769 26.5 505 13,383 OK! 26.5 505 13,383 OK! 20/4 30.0 8663 8085 16,748 31.0 1,010 31,310 OK! 31.0 505 15,655 OKI 20/6 20.0 5775 5390 11,165 34.0 505 17,170 OKI 34.0 505 17,170 OK! 20/8 20.0 5775 5390 11,165 34.0 505 17,170 OK! 34.0 505 17,170 OK! 19/8 10.0 2888 2695 5,583 34.0 505 17,170 OK! 34.0 505 17,170 OK! 64,199 southwest wind 18/1 27.0 15073 15,073 40.8 505 20,604 OK! 20/4 28.0 15631 15,631 10.0 2888 2695 5,583 31.0 1,010 31,310 OK! 21,214 31.0 1,010 31,310 OK! 20/6 20.0 5775 5390 11,165 34.0 505 17,170 OK! 34.0 505 17,170 OK! 20/8 20.0 5775 5390 11,165 34.0 505 17,170 OK! 34.0 505 17,170 OK! 18/8 10.0 2888 2695 5,583 34.0 505 17,170 OK! 34.0 505 17,170 OK! 64,199 P:laient F1es(byjob 1)12003103-500.07 Flews glpa eml-2.ids1Sheefl 03-500.07 MASSIH BUILDING HH 15:52 4/28+06 SHEAR PANEL OVERTURNING 15.0=level 2 height(ft) 14.0=level 1 height(ft) LEVEL 1 LEVEL 2 line show Imre/2 shear level 1 shear hold-down weight net Simpson shear shear hold-down weight net Simpson panel width load load loading loading load hold-down capacity pane/width load loading loading load hoM-down capacity ft # # # # # # ft # # # # # northeast wind 1812 22.0 5.053 4,716 4,716 3,190 1,526 anchor bolts 2,200 22.0 5,053 1,723 1,650 73 MSTC28 3,600 18.8 5,053 4,716 5,519 2,726 2793 HDU4 4,190 18.8 5,053 2,016 1,410 606 MSTC28 3.600 19/1 16.5 5,053 4,716 6288 2,393 3.896 HDU4 4,190 16.5 5,053 2,297 1.238 1,059 MSTC28 3,600 10.0 5,053 4,716 10,375 1,450 8,925 HDU11 11,275 10.0 5,053 3,790 750 3,040 MSTC28 3,600 20/4 31.0 8,663 8,085 5,738 4,495 1,243 anchor bolts 2200 31.0 8,663 2096 2325 0 MSTC28 3,600 20/6 34.0 5,775 5,390 3,488 4,930 0 anchor bolts 2,200 34.0 5,775 1,274 2550 0 MSTC28 3.600 20/8 34.0 5,775 5,390 3,488 4,930 0 anchor bolts 2,200 34.0 5,775 1,274 2.550 0 MSTC28 3,600 19/8 34.0 2,888 2,695 1,744 4,930 0 anchor bolts 2200 34.0 2,888 637 2,550 0 MSTC28 3,600 southwest wind 18/2 22.0 15,073 19,869 3,190 16,679 (2)HDU11 22,550 22.0 11,261 3,839 1,650 2.189 MSTC28 3,600 18.8 15,073 23,251 2.726 20,525 (2)HDU12 22,550 18.8 11,261 4,492 1,410 3,082 MSTC28 3,600 20/4 31.0 10,973 10,241 7,268 4,495 2773 HDU4 4,190 31.0 10,973 2,655 2,325 330 MSTC28 3,600 2018 34.0 34.0 5,775 5,390 4,930 460 anchor bolts 2,200 34.0 34.0 5,775 2,550 3,225 MSTC28 3,600 20/8 34.0 34.0 5,775 5,390 4,930 460 anchor bolts 2,200 34.0 34.0 5,775 2,550 3,225 MSTC28 3,600 19/8 34.0 34.0 2,888 2,695 4,930 0 anchor bolts 2,200 34.0 34.0 2,886 2,550 338 MSTC28 3,600 P.C5v Fias(by job.A2003103400.07 F2. 2 , ----- ENGINEERING Gv C L SURVEYING •PLANNING 8000 SW Pfaffle St,Portlond, OR 97223 Tel: (503) 598-1866, Fox: (503) 598-1868 INIe INO, , welklnpc®comcast.n et wwW.WelkInpc.com 1 , S /slrl/ x :. , , ' I. 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