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Plans (83) upao ) 9 (00 a a oFFIcE Copy . RECENED CORGAN APR .- 2 2019 Submittal {��''CT O; CARD Transmittal Corgan 120 East Greenway Plaza Suite 410 Houston TX 77046"'UfS Eglita{ IV° N PROJECT: MCK_OR-Tigard CC Tenant DATE SENT: 2/20/2019 Improvements 18055.0000 SUBJECT: 220548-01 Vibration &Sesimic SUBMITTAL ID: 220548-01 Cntl for Plmg Piping & Eqpmt - Design TYPE: Submittal TRANSMITTAL ID: 00600 PURPOSE: No Exceptions Taken VIA: Info Exchange SPEC SECTION: 22 00 00 NIS1,01 FROM NAME COMPANY EMAIL PHONE Camila Narvaez Corgan Camila.Narvaez@corgan g com 346-201-6206 rt NAME COMPANY i+i L PI ME- Turner Eric Mishler Construction emishler@tcco.com 503-226-9825 Company Turner Bruce Reid Construction breid@tcco.com Company REMARKS: WSP RESPONSE: Or1HGE . 071V Reviewed for information only. Beth West WSP City of Tigard February 11, 2019 �ppr Ved Plans By Date 49 CONTENTS QUANTITY: 1 DATED: 1/29/2019 NUMBER: DESCRIPTION: 220548-01 Vibration & Sesimic Cntl for Plmg Piping & Eqpmt - Design.pdf ACTION: REMARKS: Page 1 of 2 Submittal Transmittal DATE: 2/20/2019 ID: 00600 COPIES: Dennis Escobar (Corgan) Page 2 of 2 S I ) Submittal Transmittal WSP USA 1999 Third Avenue, Suite 3200 Seattle WA 98104 United States PROJECT: McKesson Tigard Cancer Center DATE SENT: 2/11/2019 B1809528.000 SUBJECT: Vibration & Sesimic Cntl for Plmg SUBMITTAL ID: 220548-01 Piping & Eqpmt - Design TYPE: Submittal TRANSMITTAL ILS: 00237 PURPOSE: For Information Only VIA: Email SPEC SECTION: 220548 FROM NAME COMPANY EMAIL._ PHONE Beth West WSP USA BETH.WEST@wsp.com +1-206-883- 1207 TO NAME- COMMA NY EMAIL PHONE Camila Narvaez Camila.Narvaez@corgan .com Dennis Escobar Dennis.Escobar@corgan .com REMARKS: Reviewed for information only. Beth West WSP February 11, 2019 CONTENTS QUANTITY: 1 DATED: 2/4/2019 ;.I UMBER: DESCRIPJ ION. Transmittal_Submittal - 220548-01 (Forwarded).pdf ACTION: REMARKS: QUANTITY: 1 DATED: 2/4/2019 NUMBER: DESCRIPTION: 220548-01 Vibration &Sesimic Cntl for Plmg Piping & Eqpmt - Design.pdf ACTION: REMARKS: Page 1 of 2 Submittal Transmittal DATE: 2/11/2019 ID: 00237 COPIES: Benjamin F. Gozart (WSP USA) US-Seattle- (WSP USA) BuildingSystems-CA Beth West (WSP USA) Page 2 of 2 Turner Submittal #22 05 48-1 .0 22 05 48 - Vibration and Seismic Controls for Plumbing Piping and TCCo Portland Project: 181019-Compass Oncology-Westside Cancer Center 1155 SW Morrison St.,Suite 600 12123 SW 69th Ave Portland,Oregon 97205 Portland,Oregon 97223 Phone:(503)226-9825 220548-01 Vibration & Sesimic Cntl for Plmg Piping & Eqpmt - Delegated Design SPEC SECTION: 22 05 48-Vibration and Seismic Controls for SUBMITTAL MANAGER: Eric Mishler(Turner-Portland) Plumbing Piping and STATUS: Open DATE CREATED: 01/29/2019 ISSUE DATE: 01/29/2019 REVISION: 0 RESPONSIBLE American Heating RECEIVED FROM: Frank Bruno CONTRACTOR: RECEIVED DATE: 01/24/2019 SUBMIT BY: 01/29/2019 FINAL DUE DATE: 02/12/2019 LOCATION: SUB JOB: COST CODE: APPROVERS: Camila Narvaez(Corgan Architects) BALL IN COURT: Camila Narvaez(Corgan Architects) DISTRIBUTION: Ryan Haggerty (American Heating),Joe Carter (Delta Fire),Sheree Johnson (American Heating),Frank Bruno (American Heating) ,Chris StMarie (Fred Shearer&Sons),Sean Dyer (American Heating),Tyson Raber (American Heating),Scott Unholz (Capitol Electric) ,Angela Cartales (Delta Fire) DESCRIPTION: ATTACHMENTS: SUBMITTAL WORKFLOW NAME SUBMITTER/ RETURNED SENT DATE DUE DATE RESPONSE ATTACHMENTS COMMENTS APPROVER DATE Camila Narvaez Approver 2/12/2019 Pending REVIEWED FOR INFORMATION ONLY date: 02/11/2019 BY DATE COPIES TO TCCo Portland Page 1 of 1 Printed On:01/29/2019 06:45 AM AMERICAN HEATING INC. 5035 SE 24th Ave Portland,Oregon 97202-4765 P1 503.239.4600 F 1503.239.7038 BUILT ON TRUST OREGON CCB33135: WASHINGTON AMERII*212JC/AMERIHI123R0 PLUMBING STRUCTUAL & SEISMIC SUBMITTAL January 25, 2019 PROJ ECT Compass Oncology Tigard Westside Cancer Center 12123 SW. 68th Avenue Building A Tigard, OR. 97223 GENERAL CONTRACTOR Turner Construction 1155 SW. Morrison Street, Suite 600 Portland, Oregon. 97205 PLUMBING CONTRACTOR Turner American Heating Inc. Reviewed by: Eric Mishler nate: 01/29/2019 5035 SE 24th Avenue Reviewed by Turner for General compliance with the contract documents only.This review does not relieve Portland, Oregon 97202 the subcontractor of the responsibility for making the work confrom to the requirements of the contract.The subcontractor is responsible for all dimensions,correct fabrication and accurate fit with the work of other trades. Submittal Number 220548-01 INDEX ITEM PRODUCT SECTION #1 Structural Calculations 01 33 00 (C) #2 Seismic Drawings 01 33 00 (C) Page 1 of 1 ITEM # 1 Turner Renewed by: Eric Mishler pew 01/29/2019 Reviewed by Turner for General compliance with the contract documents only.This review does not relieve the subcontractor of the responsibility for making the work confrom to the requirements of the contract.The subcontractor is responsible for all dimensions,correct fabrication and accurate fit with the work of other trades. submittal Number 220548-01 COMPASS ONCOLOGY (PLBG) HVAC TIGARD, OR Sf RI IC CALCUI.A h1ONS DESIGN CRITERIA: DC1 SINGLE PIPE ANCHORAGE: SP1-SP7 PIPE TRAPEZE ANCHORAGE: PT1-PT8 (17 PAGES TOTAL INCLUDING COVER SHEET) January 25, 2019 PROJECT NUMBER: 190008.01 ,1 r0 i ,„;:iJ J 1/25A. 4y1 'p Ai %,-.1r410 15895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 I©PIRES: 6/3d/i I PHONE:503.226.1285 FAX:503.226.1670 INFO(1 CIDAINC.COM W W W.CIDAINC.COM bG t 0.sA, OSHPD COMPASS ONCOLOGY PLBG HVAC 12123 SW 69th Ave, Tigard, OR 97223, USA Latitude, Longitude: 45.4326819, -122.74815139999998 c„ r i' Meadow Springs a} OfficeMax Q g Community Church T IV 0 I j` L % I ( } I 1� /j' SW Douglas Dr CD Landmark Ford Lincoln 9 l; I I fir, � i� It ;r * * it + y s s 1I g SW Elmhurst St < < \, 1, Google ro � 14 11 ,1 Map data©2019 Google Date 1/23/2019,12:57:58 PM Design Code Reference Document ASCE7-10 Risk Category II Site Class D-Stiff Soil Type Value Description Ss 0.98 MCER ground motion.(for 0.2 second period) S1 0.423 MCER ground motion.(for 1.0s period) SMS 1.086 Site-modified spectral acceleration value 5M1 0.668 Site-modified spectral acceleration value SOS 0.724 Numeric seismic design value at 0.2 second SA SDI 0.445 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1.108 Site amplification factor at 0.2 second F,, 1.577 Site amplification factor at 1.0 second PGA 0.428 MCEG peak ground acceleration FPGA 1.072 Site amplification factor at PGA PGAM 0.459 Site modified peak ground acceleration TL 16 Long-period transition period in seconds SsRT 0.98 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.09 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 2.648 Factored deterministic acceleration value.(0.2 second) S1RT 0.423 Probabilistic risk-targeted ground motion.(1.0 second) S1 UH 0.486 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. Si D 0.851 Factored deterministic acceleration value.(1.0 second) PGAd 0.977 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.899 Mapped value of the risk coefficient at short periods SP I CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 LATERAL FORCES-SINGLE PIPE CAST IRON PIPE: w4_cast_pipe:= 20.2pIf W2.5_cast_pipe 14.4pIf W2_cast_pipe 8.6plf N 1.5_cast_pipe 6.2plf PEX PIPE: W2.5_PEx_pipe 4.09p1f PerASCE 7-10 Section 13.6.8.3,subsection 3C;no lateral analysis required for pipe with Rp greater than or equal to 4.5 and pipe diameter less than 3" SCHEDULE 40 STEEL PIPE: W2_schedule_40_steel_pipe 6.2plf 1.5_schedule 40_steel_pipe 4.5plf �1_schedule_40_steel_pipe 2.8pIf SEISMIC PARTS AND PORTIONS (T yv-d. I OR) Design SDS:= 0.724 h := 30ft Ip:= 1.0 Ip_40:= 1.5 z:= h PIPESAT ROOF LEVEL ap_cast 2.5 Rp_cast 3.0 Values for cast iron pipe per table 13.6-1 ASCE 7-10 ap_PEx 2.5 Rp_pEx 6.0 Values for high deformability pipe per table 13.6-1 ASCE 7-10 ap_40:= 2.5 Rp.40:= 6.0 Values for high deformability pipe per table 13.6-1 ASCE 7-10 LATERALANALYSIS-CAST IRON/ PIPE: FP4_CAST:= 0.4•aRcast'SDS"IP f l + 2•h I w4 cast_pipe FP4_CAST= 14.62pIf 0.7FP4_CAST= 10.24p1f p_cast J FPmin 4_CAST 0.3.SDS•Ip'w4_cast_pipe FPmin 4_CAST=4.39 plf 0.7•Fpmin4_CAST= 3.07 plf Fp governs cast iron pipe in all cases F 0.4 aRcast'SDS'Ip C1 + 2•h I w2F 5_CAST - 10.43 If 0.7F 7.3 If P2.S_CAST l J' .5_cast_pipe P2 P P25 CAST= P p_cast ll FP2_CAST:= 0.4 apS cast'-DS' I 1 + 2•hj2 cast pipe FP2CAST=6.23 plf 0.7Fp2CAST=4.36 plf R p_cast F 0.4 aRcast'SDS'Ip f 1 + 2 h I w F 4.49plf 0.7F 3.14 plf PLS_CAST•_ ` 1.5 cast�ipe P1.5_CAST= PLS CAST= p_cast E:\adcadd\19100000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\Structural\Lateral- Single Pipe.mcd 5Pz- CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 LATERALANALYSIS-SCHEDULE 40 STEEL PIPE: 0.4•ap_4o'SDS'lp 40 ( z FP2 40:= •I I + 2•h�•w2_schedute_40_steel_pipe FP24o=3.37 plf 0.7Fp2 40=2.36 plf 1tp40 FPmin_2_40:= 0.3•SDS•Ip_40'W2_schedule_40_steel_pipe FPmin_2_40=2.02 plf 0.7•Fpmin_2_40= 1.41 plf Fp governs schedule 40 pipe E:\adcadd\19\00000-2018 Mechanical Units10008.01 Compass Oncology Plumbing HVAC\StructuraI\Lateral- Single Pipe.mcd SI CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 SUPPORT ATTACHMENT OF HORIZONTAL CAST IRON PPE-4"PIPE SVERT 4 CAST 58 vertical support spacing PPIPE 4_CAST W4_cast_pipe'SVERT 4 CAST PPIPE_4_CAST= 101 lb pee weight to vertical Fp4_VERT CAST:= 0.2•SDS'PPIPE_4_CAST FP4_VERT_CAST= 14.62Ib vertical load ASD LOAD FOR CONCRETEATTACHMENT-1.0D+0.7E PROD_MAX_4_CAST:= 1.0•PPIPE 4_CAST+ 0.7•Fp4_VERT CAST PROD_MAX 4_CAST= 111.24 lb HORIZONTAL BRACE(PERPENDICULAR)TO PIPE-4"CAST IRON PIPE SLAT 4 CAST:= 40f lateral bracing perpendicular to pipe FP4_LATERAL_CAST:= FP4_CAST.SLAT_4_CAST Fp4_LATERAL_CAST=584.99lb Perpendicular lateral load FP4_LATERAL_CAST PSTRUTLAT 4_CAST cos(45deg) O'7PSTRUT_LAT_4_CAST= 579.11 lb TSTRUT_SLIP:= 8001b (0.7PSTRUT LAT 4 CAST USLIP:_ - 4S USLIP=0.72 <1.0,SLIPADEQUATE TSTRUT SLIP HORIZONTAL BRACE CONN.TO JOIST-4"CAST IRON PIPE VANCHOR_LAT 4_CAST:= PSTRUT_LAT_4_CAST'c0S(45deg) VANCHOR_LAT_4_CAST=584.99 lb TANCHOR LAT_4_CAST PSTRUT_LAT_4_CAST'c0s(45deg) TANCHOR_LAT_4_CAST=584.99 lb Allowable loads-Bolts F := 45ksi F„v:= 27ksi S2 := 2.0 2 — 0.375in Bolt diameter n'Dbolt 2 Dbolt•— Abolt 4 Abolt= 0.11 in Fnv'Abolt V V = 1491.03 lb allow bolt r2 aliow_bolt Fnt'Abo ,1 lt = allow_bolt•_ Tallow bolt 2485.05 lb O.TVANCHOR_LAT_4_CAST 03'TANCHOR LAT 4_CAST UBOLT_LAT i Vallow bolt Tallow bolt UBOLT LAT=0.44 <1.0,ANCHOR ADEQUATE USE(1)3/8”DIAMETER AT JOIST BOTTOM CHORD AT 40'-0"O.C.MAX. E:\adcadd\19\00000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\Structural\Lateral- Single Pipe.mcd 5PN CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 HORIZONTAL BRACE(LONGITUDINAL)TO PIPE-4"CAST IRON PIPE SLONG 4 CAST 40ft lateral bracing longitudinal to pipe FP4 LONG CAST FP4 CAST'SLONG 4 CAST FP4 LONG CAST= 584.99 lb Longitudinal lateral load P FP4_LONG_CAST 0.7P 579.111b STRUT_LONG_4_CAST = cos(45deg) STRUT_LONG_4_CAST= (0.7PSTRUT_LONG_4_CAST) <1.0,SLIPADEQUATE USLIP_LONG USLIP_LONG=0.72 TSTRUT SLIP HORIZONTAL BRACE CONN.TO JOIST-4"CAST IRON PIPE VANCHOR_LONG_4_CAST PSTRUT_LONG_4_CAST'COS(45deg) VANCHOR_LONG_4_CAST=584.99 lb TANCHOR LONG 4 CAST PSTRUT LONG 4 CAST'COS(45deg) TANCHOR LONG 4 CAST=584.99 lb 0.7.VANCHOR_LONG_4_CAST 117•TANCHOR_LONG_4_CAST UBOLT_LONG + Vallow bolt Tallow bolt UBOLT LONG =0.44 <1.0,ANCHOR ADEQUATE USE(1)3/8"DIAMETER AT JOIST TOP CHORD AT 40'-0"O.C.MAX. E:\adcadd\19\00000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\Structural\Lateral- Single Pipe.mcd 517.7 CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 SUPPORT ATTACHMENT OF HORIZONTAL PEX PIPE-2 12"PIPE SVERT 2.5 PEX 10ft vertical support spacing PPIPE_2.5_PEX= W2.5_PEX_pipe'SVERT_2 5_PEX PPIPE_2,5_PEX=40.9 lb pipe weight to vertical FP2.5 VERT PEX 0.2•SDS'PPIPE 2 5_PEX FP2.5 VERT PEX=5.92 lb vertical load ASD LOAD FOR CONCRETEATTACHMENT-1.0D+0.7E PROD_MAX_2.5_PEX:= I.0'FPIPE_2.5_PEX+ 0.7•Fp2 5_VERT_PEX PROD_MAX_2 5 PEX=45.05 lb EQUILIBRIUM-IMPACT ANALYSIS: 0.4.ap_PEX'SDS•Ip 2l Fp2.s_PEx 1 + 2.-J•w2.5_PEX_pipe FP2.5_PEX= 1.48 plf 0.7Fp2.5_PEX= 1.04 plf R p_PEX FPmin_2.5_PEX 0.3'SDS'Ip.W2.5_PEXJ)ipe FPmin 2,5 PEX=0.89 plf 0.7•Fpmin_2,5_PEX=0.62 plf FP2.5 LATERAL PEX Fp2.5 PEX'SVERT 2.5 PEX FP2.5 LATERAL PEX= 14.81 lb Perpendicular lateral load hROD 2ft O:= atan( 0.7•FP2 5_LATERAL PEX J O.6•PPIPE_2.5_PEX-0.7•FP2 5_VERT_PEX 0=26.94 deg Amax hROD'sin(0) Amax= 10.87 in smin 2'Omax Smin=21.75 in E:\adcadd119\00000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\Structural\Lateral- Single Pipe.mcd • CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 SUPPORT ATTACHMENT OF HORIZONTAL SCHEDULE 40 STEEL PIPE-2"PIPE SVERT 2 40= l Oft vertical support spacing PPIPE_2_40 W2_schedule_40_steelyipe SVERT_2_40 PPIPE 2_40=62 lb pipe weight to vertical FP2 VERT SCH 40 0.2.SDS'PPIPE 2 40 FP2 VERT SCH 40=8.98 lb vertical load ASD LOAD FOR CONCRETEATTACH1VENT-1.0D+0.7E PROD MAX 2 40 I.0'PPIPE 2 40+ 0.7'FP2 VERT SCH 40 PROD MAX z 40=68.28 lb HORIZONTAL BRACE(PERPENDICULAR)TO PIPE-2"SCHEDULE 40 STEEL PIPE SLAT 2 40 40ft lateral bracing perpendicular to pipe FP2 LATERAL 40 FP2 40'SLAT 2 40 FPz LATERAL 40= 134.66 lb Perpendicular lateral load P FP2LATERAL_4o 0.7P 133.3116 STRUT LAT_2_40:= cos(45deg) STRUT_LAT_2_40= TSTRUT SLIP 8001b (0.7PSTRUT LAT 2_40) USLIP= USLIP=0.17 <1.0,SLIPADEQUATE TSTRUT SLIP HORIZONTAL BRACE CONN.TO JOIST-2"SCHEDULE PIPE VANCHOR LAT 2 40 PSTRUT LAT 2 40'cos(45deg) VANCHOR LAT 2 40= 134.66 lb TANCHOR LAT 2_40 PSTRUT LAT 2 40'cos(4Sdeg) TANCHOR LAT 2 40= 134.66 lb Allowable loads-Bolts Vali„ bolt= 1491.03 lb Tallow bolt=2485.05 lb 0.7•VANCHOR_LAT_2_40 0.7'TANCHOR_LAT 2_40 UBOLT_LAT + Vallow bolt Tallow bolt UBOLT LAT=0.1 <1.0,ANCHOR ADEQUATE USE(1)3/8"DIAMETER AT JOIST BOTTOM CHORD AT 40'-0"O.C.MAX. E:\adcadd\19\00000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\Structural\Lateral- Single Pipe.mcd SP CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 HORIZONTAL BRACE(LONGITUDINAL)TO PIPE-2"SCHEDULE 40 STEEL PIPE SLONG 2_40 80ft lateral bracing longitudinal to pipe FP2 LONG 40 FP2 40'SLONG 2 40 FP2 LONG 40=269.33 lb Longitudinal lateral load P FP2_LONG_40 0.7P 266.62 lb STRUT_LONG_2_40 cos(45deg) STRUT__LONG_2_40 (0.7PSTRUT_LONG_2_40) <1.0,SLIPADEQUATE USLIP LONG USLIP_LONG=0.33 TSTRUT SLIP HORIZONTAL BRACE CONN.TO JOIST-2"SCHEDULE 40 STEEL PIPE VANCHOR_LONG_2_40= PSTRUT LONG_2_40'cos(45deg) VANCHOR_LONG_2 40= 269.33 lb TANCHOR_LONG 2_40 PSTRUT_LONG_2_40'cos(45deg) TANCHOR_LONG 2_40= 269.33 lb 0.7•VANCHOR_LONG_2_40 0.7'TANCHOR_LONG_2_40 UBOLT_LONG Vallow bolt Tallow bolt UBOLT LONG=0.2 <1.0,ANCHOR ADEQUATE USE(1)3/8"DIAMETER AT JOIST TOP CHORD AT 80'-0"O.C.MAX. E:\adcadd\19\00000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\StructuraltLateral- Single Pipe.mcd PT-I CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 PIPE SUPPORT-LATERAL FORCES TRAPEZE CAST IRON PIPE: W4_cast_pipe 20.2pIf W2.5_cast_pipe 14.4plf W2_cast_pipe 8.6pIf W1.5_cast_pipe 6.2plf PEX PIPE: W2.5_PEX_pipe 4.09pIf W2_PEX_pipe:= 3.1p1f W1.5_PEX_ipe 2.36p1f WI.25_PEX_pipe 2.05pIf w1_PEX_pipe 1.67p1f W0.75_PEX_pipe 1.43pIf W0,5_PEX_pipe= I.28pIf SCHEDULE 40 STEEL PIPE: W2_schedule_40_steel_pipe 5.00PIf W1.5_schedule_40_steel_pipe 3.6pIf • W1_schedule_40_steel_pipe 2.lplf W0.75_schedule_40_steel_pipe 1.3pIf Case 1: Wcase_I (WI.5_PEX_pipe + W1_PEXpipe+ W0.75_PEX_pipe + W2.5_cast_pipe) Wcase1 = 19.86 plf Case 2: Wcase_2 (2w0.5_PEX_pipe + W2.5_cast_pipe+ W4_cast_pipe) Wcase_2=37.16 plf Case 3: Wcase_3:_ (2w1.5_schedule_40_steel_pipe) Wcase_3 =7.2 Plf SEISMIC PARTS AND PORTIONS (TIGARD, OR) Design SDS:= 0.724 h := 30ft 1p:= 1.0 1p,40:= 1.5 z:= h PIPESAT ROOF LEVEL ap_cast 2.5 Rp_cast 3.0 Values for cast iron pipe per table 13.6-1 ASCE 7-10 ap_PEX:= 2.5 Rp PEX:= 6.0 Values for high deformablity pipe per table 13.6-1 ASCE 7-10 ap_40:= 2.5 Rp_40:= 6.0 Values for high deformability pipe per table 13.6-1 ASCE 7-10 E:\adcadd119\00000-2019 Mechanical Units10008.01 Compass Oncology Plumbing HVAC\Structural\Lateral-Pipe Trapeze.mcd Pb" Z CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 EQUIUBRIUM-IMPACT ANALYSIS: s:= 10ft support spacing WMIN:= I Oplf Fp0.4•aRpEX.SEG.Ip I 1 + 2•h")•W Fp3.62plf 0.7F 2.53 plf = l MM = P = p_PEX Fp,in 0.1SDS'Ip'WMiN FPmin =2.17 plf 0.7•Fpmin= 1.52plf FPGOVERN max�Fp,Fpm;n�'S FPGovERN=36.2 lb Perpendicular lateral load PTOT_ASD 0.6•WM�•S-0.7.0.2•Sps.(WMM'S) FTOT_ASD=49.86 lb hROD:= 211 (0.7'FpcovERN e:= atan 0 =26.94 deg PTOT ASD ) Amax hRim.sin(0) Amax= 10.87 in smin 2'Amax Smin=21.75 in CASE 1: FpcaseI aP_cast'SDS'Ip 1 + 2•� 'V./case I FPcase_1 = 14.38 Of 0.7Fpcase 1 = 10.07 plf Rp_cast h FPmin_case_I = 0.3•SpS'Ip'Wcase_I FPmin_case_I =4.31 plf 0.7•Fpmin_case__I = 3.02 plf CASE 2: Fpcase_2:= 0.4 ap �l + 2•h I•Wcase_2 FPcase_ Rcast'SDS'Ip 2 =26.9 plf 0.7Fpcase 2= 18.83 plf p_cast J FPmin_case_2 0.3'SDS'Ip'Wcase_2 FPmin_case_2= 8.07pIf 0.7'FPmin_case_2 =5.65plf CASE 3: FPcase_3:= 0.4 ap 4p SDS'Ip_40 1 + 2 h I Wcase_3 FPcase_3 =3.91 plf 0.7FPcase_3= 2.74 plf R p_40 J FPmin case_3 := 0.3•SDS'Ip_40'Wcase_2 FPmin_case_3 = 12.1 i plf 0.7 Fpmin_case_3 =8.47 plf E:\adcadd\19100000-2019 Mechanical Units10008.01 Compass Oncology Plumbing HVAC\Structural\Lateral-Pipe Trapeze.mcd P1-3 CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 CASE 1 -SUPPORT ATTACHMENT SVERT CASE I := lOR vertical support spacing PPIPE_CASE_l Wcase_I'SVERT CASE_I PPIPE_CASE_I = 198.6 lb pipe weight to vertical FPVERT_CASE_I 0.2.SDS'PPIPE_CASE_I FPVERT_CASE_I =28.76 lb vertical load ASD LOAD FOR CONCRETE ATTACHMENT-1.0D+0.7E PROD_MAX_CASE_I 1•0'PPIPE_CASE_1 + O.7.FPVERT CASE_I PROD MAX_CASE_I =218.73 lb CASE 1:HORIZONTAL BRACE(PERPENDICULAR)TO TRAPEZE SLAT CASE I 40ft lateral bracing perpendicular to pipe FPLATERAL_CASE_I FPcase_rSLAT_CASE_I FPLATERAL_CASE_I =575.15 lb Perpendicular lateral load FPLATERAL_CASE_I PSTRUT_LAT_CASE_1 cos(45deg) O'7PSTRUT_LAT_CASE_I = 569.37 lb TSTRUT_SLIP 80016 0.7PSTRUT_LAT CASE l) SLIP= USLIP U 0.71 <1.0,SLIPADEQUATE TSTRUT SLIP CASE 1:HORIZONTAL BRACE CONN.TO JOIST VANCHOR_LAT_CASEI PSTRUT_LAT_CASE_I'cos(45deg) VANCHOR LAT CASE I = 575.15 lb TANCHOR_LATCASE_I PSTRUT_LAT_CASE_I'cos(45deg) TANCHOR LAT CASE I =575.15 lb Allowable loads-Bolts F11:= 45ksi F0 := 27ksi S2 := 2.0 i := 0.375in Bolt diameter A n �'0I` 2 abort bolt= Abort =0.11 in 4 Vallowbolt• Fnv'Abolt Vallow bolt—— 1491.03 lb •_ Tallow l Par Abort T =2485.05 lb allowbolt�_ allow_bolt 0.7•VANCHOR_LAT_CASE_I 0•7'TANCHOR_LAT_CASE_I UBOLT_LAT + Vallowbolt Tallow_bolt UBOLT LAT=0.43 <1.0,ANCHOR ADEQUATE USE(1)3/8"DIAMETER AT JOIST BOTTOM CHORD AT 40'-0"O.C.MAX. E:\adcadd\19\00000-2019 Mechanical Units10008.01 Compass Oncology Plumbing HVAC\Structural\Lateral-Pipe Trapeze.mcd Pry CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 CASE 1:HORIZONTAL BRACE(LONGITUDINAL)TO TRAPEZE SLONG CASE I 40ft lateral bracing longitudinal to pipe FPLONG CASE I FPcase I'SLONG CASE I FPLONG CASE I =575.15 lb Longitudinal lateral load FPLONG_CASE I PSTRUT_LONG_CASE_I := 0•7PSTRUT_LONG_CASE_I =569.37 lb cos(45deg) (0•7PSTRUT_LONG CASE IJ <1.0,SLIPADEQUATE USLIP_LONG USLIP_LONG=0.71 TSTRUT SLIP CASE 1:HORIZONTAL BRACE CONN.TO JOIST VANCHOR LONG CASE I STRUT LONG CASE I.cos(45deg) VANCHOR LONG CASE I = 575.15 lb TANCHOR LONG CASE I PSTRUT LONG CASE 1'cos(45deg) TANCHOR LONG CASE 1 =575.15 lb 0.7•VANCHOR_LONG_CASE I 0.7'TANCHOR LONG_CASE_I UBOLT_LONG + Vallow bolt Tallow bolt UBOLT LONG=0.43 <1.0,ANCHOR ADEQUATE USE(1)3/8"DIAMETER AT JOIST TOP CHORD AT 40'-0"O.C.MAX. E:\adcadd\19\00000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\Structural\Lateral-Pipe Trapeze.mcd P5 CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX: (503)226 1670 CASE 2-SUPPORT ATTACHMENT SVERT CASE 2 I Oft vertical support spacing PPIPE CASE 2 Wcase 2'SVERT CASE 2 PPIPE CASE 2=371.6 lb pipe weight to vertical FPVERT CASE 2 O.2'SDS'PPIPE CASE 2 FPVERT CASE 2= 53.81 lb vertical load ASD LOAD FOR CONCRETE ATTACH WENT-1.0D+0.7E PROD MAX CASE 2 1•0'PPIPE CASE 2+ O.TFPVERT CASE 2 PROD MAX CASE 2 =409.27 lb CASE 2:HORIZONTAL BRACE(PERPENDICULAR)TO TRAPEZE SLAT CASE 2 20ft lateral bracing perpendicular to p4oe FPLATERAL CASE 2 FPcase 2'SLAT CASE 2 FPLATERAL CASE 2=538.08 lb Perpendicular lateral load FPLATERAL_CASE 2 PSTRUT_LAT_CASE_2 = 0.7PSTRUT LAT_CASE_2 =532.67 lb cos(45deg) - TSTRUT_SLIP:= 800lb (0.7PSTRUT_LAT CASE_2) USLIP USLIP=0.67 <1.0,SLIPADEQUATE TSTRUT SLIP CASE 2:HORIZONTAL BRACE CONN.TO JOIST VANCHOR LAT CASE 2 PSTRUT LAT CASE 2'cos(45deg) VANCHOR LAT CASE 2 = 538.08 lb TANCHOR LAT CASE 2 PSTRUT LAT CASE 2'coS(45deg) TANCHOR LAT CASE 2 =538.08 lb Allowable loads-Bolts Vallow bolt= 1491.03 lb Tallow bolt=2485.05 lb 0.7•VANCHOR_LAT_CASE_2 O'7'TANCHOR LAT_CASE_2 UBOLT_LAT + Vallow bolt Tallow bolt UBOLT LAT=0.4 <1.0,ANCHOR ADEQUATE USE(1)3/8"DIAMETER AT JOIST BOTTOM CHORD AT 20'-0"O.C.MAX. E:\adcadd\19\00000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\Structural\Lateral-Pipe Trapeze.mcd CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 CASE 2:HORIZONTAL BRACE(LONGITUDINAL)TO TRAPEZE SLONG CASE 2 20ft lateral bracing longitudinal to pipe FPLONG CASE 2 FPcase 2'SLONG CASE 2 FPLONG CASE 2 =538.08 lb Longitudinal lateral load P FPLONG_CASE_2 0.7P 532.67 lb STRUT_LONG CASE.) cos(45deg) STRUT_LONG_CASE_2 t0.7PSTRUT_LONG_CASE 2) <1.0,SLIPADEQUATE USLIP_LONG USLIP_LONG=0.67 TSTRUT SLIP CASE 2:HORIZONTAL BRACE CONN.TO JOIST VANCHOR LONG CASE 2 FSTRUT LONG CASE 2'coS(45deg) VANCHOR LONG CASE 2= 538.08 lb TANCHOR LONG CASE 2 PSTRUT LONG CASE 2'cos(45deg) TANCHOR LONG CASE 2=538.08 lb 0.7•VANCHOR_LONG_CASE_2 O.TTANCHOR LONG_CASE 2 UBOLT_LONG 'f Vallow bolt Tallow bolt UBOLT LONG =0.4 <1.0,ANCHOR ADEQUATE USE(1)3/8"DIAMETER AT JOIST TOP CHORD AT 20'-0"O.C.MAX. E:\adcadd\19\00000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\Structural\Lateral-Pipe Trapeze.mcd pT v CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 CASE 3-SUPPORT ATTACHMENT SvERT CASE 3 1 Oft vertical support spacing PPIPE CASE 3 Wcase 3'SVERT CASE 3PPIPE CASE 3=7216 pipe weight to vertical FPVERT CASE 3 0.2•SDS'PPIPE CASE 3 FPVERT CASE 3 = 10.43 lb vertical load ASD LOAD FOR CONCRETE ATTACH MENT-1.0D+0.7E PROD MAX CASE 3 1.0'PPIPE CASE 3+ 0.7•FPVERT CASE 3 PROD MAX CASE 3=79.3 lb CASE 3:HORIZONTAL BRACE(PERPENDICULAR)TO TRAPEZE SLAT CASE 3:= 40ft lateral bracing perpendicular to pipe FPLATERAL CASE 3 FPcase 3"SLAT CASE 3 FPLATERAL CASE 3= 156.38 lb Perpendicular lateral load P FPLATERAL_CASE_3 0.7P154.811b STRUT_LAT CASE_3 = cos(45deg) STRUT_LAT_CASE_3 = TSTRUT_SLIP= 80016 (0.7PSTRUT_LAT CASE_3) USLIP USLIP=0.19 <1.0,SLIP ADEQUATE TSTRUT SLIP CASE 3:HORIZONTAL BRACE CONN.TO JOIST VANCHOR LAT CASE 3 PSTRUT LAT CASE 3'cos(45deg) VANCHOR LAT CASE 3 = 156.38 lb TANCHOR LAT CASE 3 PSTRUT LAT CASE 3'cos(45deg) TANCHOR LAT CASE 3 = 156.38 lb Allowable loads-Bolts Vallow bolt= 1491.03 lb Tallow bolt=2485.05 lb 0.7•VANCHOR_LAT_CASE_3 O.7'TANCHOR_LAT CASE_3 UBOLT_LAT + Vallow bolt Tallow bolt UBOLT LAT=0.12 <1.0,ANCHOR ADEQUATE USE(1)3/8"DIAMETER AT JOIST BOTTOM CHORD AT 40'-0"O.C.MAX. E:\adcadd\19\00000-2019 Mechanical Units\0008.01 Compass Oncology Plumbing HVAC\Structural\Lateral-Pipe Trapeze.mcd PT 5 CIDA COMPASS ONCOLOGY PLBG LAJ TEL:(503)226-1285 1/25/2019 FAX:(503)226 1670 CASE 3:HORIZONTAL BRACE(LONGITUDINAL)TO TRAPEZE SLONG CASE 3 80ft lateral bracing longitudinal to pipe FPLONG CASE 3 FPcase 3'SLONG CASE 3 FPLONG CASE 3 = 312.77 lb Longitudinal lateral load FPLONG_CASE_3 PSTRUT LONG_CASE_3 0 7PSTRUT_LONG_CASE_3=309.62 lb cos(45deg) (0.7PSTRUT_LONG_CASE_3) <1,Q SLIPADEQUATE USLIP_LONG USLIP LONG=0.39 TSTRUT_SLIP CASE 3:HORIZONTAL BRACE CONN.TO JOIST VANCHOR LONG CASE 3 PSTRUT LONG CASE 3'COS(45deg) VANCHOR LONG CASE 3= 312.77 lb TANCHOR LONG CASE 3:= PSTRUT LONG CASE 3•cos(45deg) TANCHOR LONG CASE 3=312.77 lb 0.7 VANCHOR_LONG_CASE 3 0•7•TANCHOR LONG_CASE 3 UBOLT_LONG + Vallow bolt Tallow bolt UBOLT LONG=0.23 <1.0,ANCHOR ADEQUATE USE(1)3/8"DIAMETER AT JOIST TOP CHORD AT 80'-0"O.C.MAX. 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This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT // 111 2 Transmittal Letter T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigardzor.gov TO: ...2 may,.,-- Ho c (,v5-}- w :ev DATE Sw R�,ECEIVED,t \ 0 t,,; a.i id im w�,... DEPT: BUILDING DIVISION t-� APR - 2 2019 FROM: �" 1•-4 'S lei 1- k- CITY OF BUILDING DIVISION COMPANY: TT'r✓\-e,.-- r' v c 4 ; 0 v, 5d3 �0 Z's"2__ By: rk PHONE: �"� � RE: r2I23 vim- In/ -b94 v ;% GUP 2oIs- — 0024-2_ (Site Address) / ' (Permit Number) Con rss O - ccs/ ..3i (Project name or sub'i ion nam-. , lot number) ,'ri: V ATTACHED ARE THE FOLLO,r ► G ITEMS: Copies: Description: ` Copies: Description: Additional set(s) of pLo s. Revisions: Cross section(s) an!,details. Wall bracing and/or lateral analysis. Floor/roof framin . Basement and retaining walls. Beam calculatis. s. " Engineer's calculations. Other(explai• : REMARKS: 1/1,,)^ev4-40r R- SZ115AAl'C Ccsvi. v(S ' — ,l'i - -'.1.ifro S0°62 12----'7:— ". . c-4%c'14- 0-.C.- w 0 r k---L1(2/tc,it,0.-/-/01 ., FOR OFFICE USE ONLY Routed to P emit Technician: Date: -- - ) " Y Initials: Fees Due:4 Yes 111 No Fee Description: Amount D e: (3J .....,-% lr,...v:eV $ ) 3 e .. $ $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes r) No ❑ Done Applicant Notified: Date: Initials: I:\Building\Forms\TransmittalLetter-Revisions_061316.doc