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Permit (51) FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 71 _ Transmittal Letter T 1 G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Tom Hochstatter DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED Dave Clements, P.E. JUN 2 9 2020 FROM: CITY OF TIGARD COMPANY: Black & Veatch BUILDING DIVISION PHONE: 503-443-4467 By:,5 RE: 16580 SW 85th Ave, Tigard, OR 97224 BUP2018-00087 (Site Address) (Permit Number) Durham AWWTF Phase 5 Expansion (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. 2 Other(explain): Deferred submittals for your review REMARKS:Please find enclosed the following delved submittals)submitted to you for review under OSSC 107.3.4.2 11121-4.0: NRD Pumps-Seismic Calculations Oregon PE Stamp(Parts value:$40,000, Labor value:$4,000) FOR OFFICE USE ONLY Rout to Permit Technician: Date: 7 _ 7— Initials: Fees Due: Yt ❑No Fee Description: Amount Due: rt,v ; ti.r $ 3 19 . gy 1— ifo $ 1 . $ $ aao . 8�1 Special Instructions: Reprint Permit(per PE): _ Yes No `� ❑ Done Applicant Notified: 142--- Date: 7/�,Lrj Initials: 1:\Building\Fortes\TransmittalLetter-Revisions.doc 05/25/2012 OFFICE COPY APPROVED REVISION Submittal #11121- 4.0 C1eanWater Services 11121 - HORIZONTAL SCREW RECEI\IE.L CENTRIFUGAL PUMPS Clean Water Services Project:6757- DM Secondary Train 5 Expansion 16060 SW 85th Ave JUN 2 9 2020 13 u 0 g 16060 SW 85th Ave Tigard,Oregon 97224 Tigard, Oregon 97224 Phone: (503)547-8150 CITY OF TIGARD Q 0 0 8 Phone:5035478150 7- 2-"° EP9P1r Distribution Summary Distributed on 01/8/2020 by Rebecca Reilly(Black&Veatch) To: Jason Jarmin (McClure and Sons Inc),Kyle Hansen (McClure and Sons Inc),Stan Orr(McClure and Sons Inc), Isidro DeAllende(Black&Veatch), Rebecca Reilly (Black&Veatch) ,Theresa Jones (Black&Veatch), Sean Goris (Black&Veatch), Dave Clements(Black&Veatch) ,Rob Bechtloff(McClure and Sons Inc), Dan Garbely (CWS-Durham AWWTF) Message: None Additional Attachments: NAME RESPONSE ATTACHMENTS COMMENT Dave Clements(Black&Veatch) No Exceptions Taken NRD Pumps - Seismic Calculations Oregon PE Stamp REVISION: 0 SUBMITTAL MANAGER: Dave Clements(Black&Veatch) STATUS: Closed DATE CREATED: 12/20/2019 ISSUE DATE: SPEC SECTION: 11121 -HORIZONTAL SCREW CENTRIFUGAL PUMPS RESPONSIBLE McClure and Sons Inc RECEIVED FROM: Jason Jarmin CONTRACTOR: RECEIVED DATE: SUBMIT BY: FINAL DUE DATE: 01/10/2020 LOCATION: pipe gallery COST CODE: TYPE: Document APPROVERS: Dave Clements(Black&Veatch), Pat Orr(CWS-Rock Creek AWWTF),Kurt Reichert(CWS-Durham AWWTF), Randy Robbins(CWS-Durham AWWTF),Zander Willis (CWS-Durham AWWTF),Tonya Zinzer(CWS-Durham AWWTF), Dave Clements(Black&Veatch),Dan Garbely(CWS-Durham AWWTF) BALL IN COURT: DISTRIBUTION: Rebecca Reilly (Black&Veatch) ,Theresa Jones (Black&Veatch) ,Jason Jarmin (McClure and Sons Inc) , Kyle Hansen (McClure and Sons Inc), Sean Goris (Black&Veatch), Dan Garbely (CWS-Durham AWWTF) , Isidro DeAllende (Black&Veatch),Dave Clements (Black& Veatch) DESCRIPTION: Please see the attached Oregon PE stamped calcs for the previously approved seismic calcs on the NRD pumps. For record. ATTACHMENTS: 11121.4-Seismic Calculations Oregon PE Stamp-NRD Pumps.pdf SUBMITTAL WORKFLOW NAME DUE DATE RETURNED RESPONSE ATTACHMENTS COMMENTS DATE Dave Clements 12/20/2019 12/24/2019 In Review Clean Water Services Page 1 of 2 Printed On:04/02/2020 04:43 PM Submittal #11121 -4.0 CleanWater Services 11121 - HORIZONTAL SCREW CENTRIFUGAL PUMPS NAME DUE DATE RETURNED DATE RESPONSE ATTACHMENTS COMMENTS Pat Orr 1/3/2020 12/26/2019 For Record Only Kurt Reichert 1/3/2020 12/26/2019 For Record Only Randy Robbins 1/3/2020 12/24/2019 For Record Only Zander Willis 1/3/2020 12/24/2019 For Record Only Tonya Zinzer 1/3/2020 12/31/2019 For Record Only No Dave Clements 1/10/2020 1/8/2020 Exceptions Taken Dan Garbely 1/10/2020 Pending BY DATE COPIES TO Clean Water Services Page 2 of 2 Printed On:04/02/2020 04:43 PM ( 71. JOB NAME: �k l �II � �11 r DURHAM AWWTF SEISMIC CALCULATION WORKSHEET CA.N'ORtLA PYNAMIC5 COt'J'. SEISMIC DESIGN BLDG,ELEVATION n 100 ft. RF BUILDING CODE 5572 ALHAMBRA AVENUE, CLIENT NAME: Sa, = 0.715 /EQUIP.LOCATION IBC-20151CBC2016 LOS ANGELES,CA 90032 HAYWARD GORDON !, = 1.5 h = 100 ft. Ei LOAD COMBINATION PH(323)223 3882 EX(323)223 7941 a P = 1 "z = 0 ft. LRFD 201512016 www.caldyn.com DATE: PRP.BY.: CALDYN JOB tx- R p = 2.5 "Assume worst X 0 ft. GF ( 0.9 DL + 2.50 E ) "CALL US-TO SET THINGS RIGHT" 11126/2019 SS case location. Or below ground 'ASCE 7.10,Section 12.4.3.2 eg.7) i ap,Rp,Do(per ASCE 7-10,TABLE 13.6-1) i EQUIPMENT TAG: P!JMP ANCHORAGE TO CONCRETE SHT.NUMBER: EQUIPMENT!MOUNTING LOCATIONS: APPLIED SEISMIC FORCE/CALCULATIONS: 1 OF 1 Fp I W,, = 0.32g : Fpv FPI, = Applied Lateral Seismic Force = 2.50 x 0.32g x W p = 1261 lbs. fR A-A FPr = Vertical component of seismic force = 1.0 x 0.2 x Se, x Wp = 226 lbs. FPn o 7 CALCULATE PULLOUT LOAD DUE TO OVERTURNING(WORST CASE) Ncy i ° MOT = Overturning moment= ( Fph x Ncg ) + ( Fp. x ( D 12 )) = 22662lb.-in. MR = Resisting moment = ( 0.9 x Wp x ( D / 2 )) = 15603 lb.-in. I j L T,,,r = Pullout load/mtg. pt. = ( Mgr - MR ) 1 ( R x D ) = 161 lbs. ELEVATION VIEW PLAN VIEW T,,,, = 161 lbs. «<—Tension demand T„,N, = 1.0 x T,„, = 161 lbs. ASCE 7-10,Section 13.4.2 CALCULATE SHEAR LOAD(WORST CASE) W P = max.operating weight = 1576 ibs. V,,,, = Shear load/anchor = F ph I N = 316 lbs. V,,,N, = 1.0 x V,,,, = 316 lbs. ASCE 7-10,Section 13.4.2 1 = mounting length = 63.5 in. ANCHORAGE REQUIREMENTS: D = mounting width = 22 in. (4) 112"0 DEWALT PURE 110 SS H, = Vertical c.o.g. = 16 in. emb = min.eff.Embedment = 5 in. anchor qty.along length = 2 ed = min.edge distance = 6 in. wl special inspection per ICC ESR-3298 �,LOtTi p tosi y along width = 2 sp = min.anchor spacing = T,d = 161 lbs. (...e.........„6„..... 'c� Gca `h qty. = 4 ct = min.concrete thickness = 8 in. min 3000 psi NORMAL Weight Concrete �' Gy� T ,p = Tension capacity = 3522 lbs. LRFD 2D1512D16 0/ OA K t V ,p = Shear capac ty = 2208 lbs. LRFD 2 01 512 0 1 6 V„ = 3161bs. Is/� emb OR CHECK ANCHORAGE: (( T„,c I T„p ) + ( V,pn, + V cap )) 1 1.2 must be less than 1.0 a a t12 y '�� L (( 16116s. / 35221bs. ) + ( 3161bs ! 22081bs. )) / 1.2 = 0.16 < 1.0 PASS lO g, H j„ pp sp 111'j',..) .-- E:Iir!RATION DATE -7"4 . FOR OFFICE USE ONLY— SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT = , Transmittal Letter T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Tom Hochstatter DATE RECEIVED: DEPT: BUILDING DIVISION RE 8 V❑D FROM: Dave Clements, P.E. APR 3 0 2020 Black & Veatch BUi O ITY % COMPANY: " �„ ,V,vit PHONE: 503-443-4467 By. ((03 2,O RE: 1.6580 SW 85th Ave, Tigard, OR 97224 BUP2018-00087 (Site Address) (Permit Number) Durham AWWTF Phase 5 Expansion (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s)of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. 2 Other(explain): Deferred submittals for your review REMARKS: Please find enclosed the following deferred submittals, submitted to you for review under OSSC 107.3.4.2 05990-7.0: Electrical Building Roof-Joist Design Calculations(Parts value:$30,000, Labor value: $40,000) FOR OFFICE USE ONLY Routed to Pe it Technician: Date: fp— D Initials: Fees Due: Yes ❑ No Fee Description: Amount Due: PI co,. rev; $ S7a . 03 o pro e ss $ y ..go $ $ 'S76 .53 Special Instructions: Reprint Permit (per PE): ❑ Yes X No ❑ Done Applicant Notified: V _ Date: Initials: 1:\BuildingForms\TransmittalLetter-Revisions.doc 05/25/2012 t: } COPY C"UFFIC,E. COPY Submittal #05990-7.0 • C1eanWater Services RECEIVED 05990 - STRUCTURAL APR 3 0 2020 METALS Clean Water Services Project:6757- DM Secondary Train 5 Expansion 16060 SW 85th Ave C:' Y CF TIGARD 16060 SW 85th Ave Tigard,Oregon 97224 EL _j`jl'".G DIVISION Tigard,Oregon 97224 Phone: (503)547-8150 Phone:5035478150 Distribution Summary Distributed on 04/8/2020 by Rebecca Reilly(Black&Veatch) To: Jason Jarmin (McClure and Sons Inc), Kyle Hansen (McClure and Sons Inc), Stan Orr(McClure and Sons Inc), Isidro DeAllende (Black&Veatch),Rebecca Reilly(Black&Veatch) ,Theresa Jones (Black&Veatch),Sean Goris (Black&Veatch),Dave Clements (Black&Veatch) ,Dan Garbely (CWS-Durham AWWTF) Message: None Additional Attachments: NAME RESPONSE ATTACHMENTS COMMENT Dave Clements(Black&Veatch) No Exceptions Taken Electrical Building Roof - Joist Design Calculations REVISION: 0 SUBMITTAL MANAGER: Dave Clements (Black&Veatch) STATUS: Closed DATE CREATED: 04/3/2020 ISSUE DATE: SPEC SECTION: 05990-STRUCTURAL METALS RESPONSIBLE McClure and Sons Inc RECEIVED FROM: Jason Jarmin CONTRACTOR: RECEIVED DATE: SUBMIT BY: FINAL DUE DATE: 04/24/2020 LOCATION: COST CODE: TYPE: Shop Drawing APPROVERS: Dave Clements(Black&Veatch) BALL IN COURT: DISTRIBUTION: Rebecca Reilly (Black&Veatch) Stan Orr (McClure and Sons Inc),Theresa Jones (Black&Veatch) ,Jason Jarmin (McClure and Sons Inc) , Kyle Hansen (McClure and Sons Inc), Sean Goris (Black&Veatch), Dan Garbely (CWS-Durham AWWTF), Isidro DeAllende (Black& Veatch) , Dave Clements (Black&Veatch) DESCRIPTION: Please see the attached submittal for your review and approval. Notes: The contract drawings and specifications are unclear on whether or not these are required, but we figured to provide them for the record. ATTACHMENTS: 05990.7-Electrical Buiding Roof-Joist Design Calculations.pdf SUBMITTAL WORKFLOW REVISION APPROVED Sup a01 8 ` 000 g7 • 6— .2 Clean Water Services Page 1 of 2 Printed On:04/15/2020 10:33 PM Submittal #05990-7.0 C1eanWater'' Services 05990 - STRUCTURAL METALS NAME DUE DATE RETURNED RESPONSE ATTACHMENTS COMMENTS DATE No Dave Clements 4/24/2020 4/8/2020 Exceptions Taken BY DATE COPIES TO Clean Water Services Page 2 of 2 Printed On: 04/15/2020 10:33 PM ,- . r 133]A I 36'-0 �. .,1� / HSS8X4X11 / 2-91/16 0.5112816te i]4'-i0;'6) SItb6 T-10].b 1-120X P-1 Va LONG ANGLE C/J7MNy'\ I (TYP GA GL C/L A325 BOLTS • L3X2XVq / 1aa'b e•-o Ir-P2 r-s ]'-s GL rc rs re]k DET.1/ -.._. - `IL CIL 33 (OPP'��-2-4I 4 316A 290A 3pAd / L�� A i. _ _ HSS2-1hX21hXlh (�I r _f LSX3Xtb rL5X3XW ' L6X3X 14 313A 321A 356g1... ., L3X3X 16 ■ 308A r A325 BOLTS 1 Ua LONG ^g■t, W85224 \i W ANGLE a -- � w 35]A _ 4^ ! w T LSX3X1/, m 1321A1 316A 1358A I._' _..J 308A 6 •_� by 7 !.: W1 W1 W1 W1 W1 a GL E23 ° - _ _ _ _ S•�:fi S -�._:. __ '\- - :II, - 1, o G,L 321A 11it"DECK IAI Io 31 BA - 1317A `31 I at '-' \' 3 N' �J 1 Ikxs I BRIDGING NOTES (BY DECK SUPPLIER) \ LS%3X1b 1 1 1 11AI 321A X76 -xs I 1. All horizontal bridging on the plan is marked as 11 ' 1321AI 131sAJ \ 18K ' �{ Locate horizontal bridging on top and bottom chord as shown on plan. c/c----- - - — - — - — - — - — - — - --l"_)--' "-'� - -- - (Space the bridging equal ry along the jastspan ifnaspedfie location isgiven) �I( I 2. Locate additional welded diagonal bridging only at location(s)as shown on the plan_ 1p E2a ITYP.)r i .•'I(} s -.�133R^ E24 in (The welded diagonal bridging is marked as"W_",and is located at top chord horn. t')fz' L3X3Xia 311A I bridging locations for the Particular joist mark) 1', 1321A, Bridge at bottom 8K6 PL+2•xs & 3 P9aXimumhorizontal bridging overlap istobe3 inches.Locate the ovedapatthe ` — chord only. Must be — _ — :._ — _ _ ¢ GL__55 - -_ _ __--'% 1 termination point of the 20 foot bridging as supplied. L1315AI "33BA1 SLOPE 311A - I 4. �.4elded bridging needs to he attached to the joists as follows: 321A \ within 1ft of the first L9X:a(1G 214712 PL12"X6 S. and last bottom chord K series:Minimum of 1/8 inch fillet weld 1/2 inch long or equivalent. En 1 IL H 1 H 1 H 1 H 1 H 1 LH-3 Kier Mir imum of 1/S inch fillet weld 1 inch long or equivalent. 321A \ panel point. ; I S. No construction Iced is to be placed an joists until all the bridging is completely installed. E23 315A , 321AI J) 31�A t 2"DECK v, (BY DECK SUPPLIER) E24 a I I PUk Xs I PARS Cf RA301W RUM PFCfS AIF _ SIPS)IA Rf In1s17NT I iRSUK lflr Prff ill' 1338A 1 PL'8 1 - I I e11 SE NNMEr.is aJ 00 THE AT-EP OC ate. 321A— 315A 1 -�L3X3X lb I / �.18K6 (]LO I SIAgA1D TCP ChWD PPIDdail C/L--- - - - _ - • - � __ __ - __ _ '�'�- I -' K '0 ` 32IA 1316A (SY DECK SUPPLIER) PLk%6�1` I ��r�—� Lam__ ! t ) Li '1' W� IMF __._N__ we A] / P I I t s -1338A1 r Ery A) L3X3X1A 18K6 Eta E23 T.O.S(1 2�3 P16'-114-9 5'16) 358A 35BA L -H T-I \ V2• - \ Ci 321A J C I \\ \-SWUM L1011TA1 o161N RERMO 1112 1316AI N 32dA CE IPLFT aiLGIYG E23 In HSS2-12X2-12X1b n LSX.SX 14 ), /-I SO' I 1 POW I.I �1 6PL Il1Lfi1 C AgN4'L liFell)TOh EREC614 ef8URtp P k t,.azk g.D "%6 1 3,. II AT I S s58lIM N1T 111 WIRD ME'd&LIT lI 0OG a -LOLogt8K. 1 PI h., ' I, . A5 Ul 0€CtOI RATS W1 W1 — W1 -- W1 ___ W1 a -� 6 23]/ 1 11t1U NW.PI 0.N1AGI IV 1 11[aliLAaRA/L blr9 NU❑AWV.L 6 I I NUM titCS4J'F_RI MR AST MAlA110a MI 2-ENICGAG. 7 Y 1 1tYOdl'a IfR[rK.4Al l 4iF i 51Alf P l Y I EP- 111 3C8' 3peA. A ., 08A1 I 13p8A1 i� a 1 .l cur NCa]mNL aRUCHe AS AGLLIRGD LADY dl'- P-CRP -1 4 m O IS.Y1[KY. w TYPICAL WELDED HORIZONTAL BRIDGING N „-1 1D'-0 '.b 4 UPLIFT BRIDGING .X3X'A T.6 7,6 G2 r-6]k L5 53X'Ib TERliNAI1NG 0 JOIST 2'-9 q s 3a L BC ONLYC 1r-10]b D� KEY PLAN ea W E23 0'S Gp'-- 'I-' AAR SS\ \ l", �.--- ^ - WEUIS 1/4U.N.D HOUR 13/150UN.0 LEGEND: I:.. 0= O. SERF PREP ea L'�. 13u11d eri's — s.•.,�,�a..Eo �, 1-_ ELECTRICAL ROOM-ROOF FRAMING PLAN +,�_ T.O.W-TOP OF WALL GENERAL NOTE: w (ALL HSS PROFILE IS HSS2-1f2X2-1/2XUa(U.N.0)) w P""' Sup p lq " ttTm N' E.O.D-EDGE OF DECK 1.REFER SHEET E23 FOR BUILDING ELEVATIONS. (ALL BEARING PLATE PROFILE IS PL14X4X81/2(U.N.0)) •=•'LL'" Tel.1ci3P9R]1 Fax IOOILOI,] A.M.T=HITM'S e (ALL ANGLE PROFILE IS L6X4X5/16(U.N.0)) o', °1 »%Ro oc.•..or IRE ELECT.ROOM-ROOF FRAMING PLAN '°" w 2.REFER SHEET E24 FOR CONNECTION DETAIL .4Ig1VOH rue FOR AMOUR °' MCCLURE&SONS 26180452 v T.O.S-TOP OF STEEL oR 2 H.P -HIGH POINT 3.REFER SHEET E30 CAST STONE SUPPORT PLAN. 6 01.115J20 AAR FOR8E_Ar/BOVHL ae^'m CLEAN WATER SERVICES DURHAMAWWrF F O1J11M AAR RA FIELD 115E 2550 SW HILLSBORO HWY.HILLSBOROORPOON -E L.P -LOW POINT 4.REFER SHEET E32 TO E34 THE ELECT.ROOM LINTELS. REF.DWGS. . SEI01&SE501 a BLACK&VEATCH En v - ap NEW MILLENNIUM BUILDING SYSTEMS April 2, 2020 To: Tracy Springer Cody Builders Supply Project: Clean Water Services Durham AWWTF Hillsboro,OR NMBS Job#5620-0031 Re: Final Design Calculations This letter is to certify that the steel joists and bridging supplied by New Millennium Building Systems, LLC for the above-mentioned project have been designed and manufactured in accordance with the current Steel Joist Institute standards and specifications, as well as with the specified design and loading information provided on the customer list. New Millennium Building Systems, LLC is a fully approved member company of the Steel Joist Institute. Respectfully, Mark Maloney, PE NMBS Sales Engineer 8200 Woolery Way Fallon,Nevada 89406 Phone:775-428-0600 Fax:775-867-2169 www.newmill.com FLEXIBLE to the FINISH NEW MILLENNIUM BUILDING SYSTEMS JOIST CALCULATION DEFINITION SHEET Load Types: (Figure 1) Uniform Uniform line load applied to TC or BC Net Uplift Uniform line load applied to TC(not concurrent w/uniform dead or live loading) Gross Uplift Uniform line load applied to TC(concurrently w/factored dead loads per Code requirements) Axial Compressive/Tensile(+/-)forces applied to TC or BC Concentrated Load Vertical load applied at given location Conc @ any pp Vertical load applied at any panel point(local panel bending not applied to chords) Conc anywhere Vertical load applied at any location along chord (local panel bending applied to chords) Conc w/bending Vertical load applied at given location (local panel bending applied to chords) Category: (Figure 1) DL Dead Load LL Live Load TL Total Load (DL+ LL) IP Inward Pressure WL Wind Load SM Seismic Load CL Collateral Load SL Snow Load (1), (2), (3),etc. Individual Separate Design Load Cases Position: (Figure 1) TC Top Chord BC Bottom Chord Load Combinations: (Figure 2) All shown load combinations are ran for each Load Case (1, 2,3,etc.) Loads Load Type Category_ Load1 Load2 Position _Direction Loc/Begin SplEnd Uniform(plf) DL(1) 96 47 96.47 TC + 0-0 30-5 518 Uniform(plf) LL(1) 234.22 234.22 TC + 0-0 130-5 5/8 Net Uplift(plf) WL(1) 6700 67.00 TC - 0-0 130-5518 Uniform(plf) TL(2) 31900 319.00 TC + 0-0 130-5.5/8 Axial(Ibs) SM(2) 300.00 0.00 TC + 0-0 0-0 Conc Load fibs) DL(2) 1,700.00 0.00 TC + 13-01/4 13-01/4 Figure 1 Conc Load(Ibs) DL(2) 1,700.00 0.00 TC + 26-6 1/4 26-6 1/4 Fi g Load Combinations (Example only) Case 1--DL Case 6a:DL.CL+0.85(TL)+WL+AX Case 2a:LL Case 66::DL+CL+0.85(TL)+WL,AX Case 2b:SL Case 6c:DL+CL+0.85(TL)+W L•AX•IP Case 3a:DL.CL+TL+LL Case 6d:DL-CL+0.851TL).WL-AX+IP Case 3b:DL+CL+TL+SL Case 6e:DL-CL+0.851TL).SM+AX Case 3c:DL+CL+TL+LL.FEM Case 6f:DL+CL.0.851TL)+SM-AX Case 3d:DL-CL+TL,SL+FEM Case 7a:DL.CL+0.85(TL).0.751 W L.AX.LL) Case 3e:OL.CL+TL+LL Case 76:DL+CL+0.85(TL).0.751 W L-AXdy Case 3L DL+CL-TL.SL Case 7c:DL+C1+0.85(TLt.0.751W1+AX+LL-IPI Case 4a:DL-WL.AX Case 7d:Dl-CL+0.85(TL).0.75(W L-AX•LL+IP) Case 4b:DL-WL-AX Case 7e:DL.CL+0.85(TL).0.75(SMsAX+LL) Case 4c:DL+W L.AX-IP Case 77:DL+CL-0.851 TL).0.75ISM-AX+LL) Case 44:OL+WL-AX+IP Case 8a:DL+CL+085(TL).0.75(WL.AX.SLI Case 4e:DL.SM.AX Case 8b:DL.CL.0.85(TL)-0.75(WL-AX.SLI Case 41:OL+SM-AX Case 8c:DL.CL+0.851TL)+0.751WL.-AX+SL+IP) Case 5a:0.6(DLI-WL+AX Case 8d:DL+CL-0.85(TL)+0.75(WLAX-SL+IP) Case 5b:0..6(DLI.WL-AX Case 8e:D1..CL+0.85(TL).0 75(W L+AX.SL+SM) Case 5c:0.61DLl.WL.AX,IP Case 61:DL.CL+0851TL)+0.751WL-AX+SL+SM) Case 50:0.6(DLI+WL-AX+IP Case 9a:1.2fDL1s0.51LLIs4/8(TL).$M.AX.FEM Figure Case 5e:0.6jD1I+WL+AX+SM Case 9b:1.21DL)+0.5(LL)s0.8(T4+SM AX+FEM Case 5f.0.6IDL)+WL AX.SM 8200 Woolery Way Fallon, Nevada 89406 Phone:775-428-0600 Fax:775-867-2169 www.newmill.com FLEXIBLE to the FINISH Interior Dimensions: TC PANEL - { V2 BC PANEL -I Left End Dimensions: OVERALL LENGTH ASELENC-TH F-RST DIAGONAL -i TC PANEL W2 V1S V1/473 W4 V2 t - BC PANEL FIRST HALF - Right End Dimensions: FIRST DIAGONAL - 1 I TCX h� TC PANEL 51.2 4 W3 1S 2 \� I BCX FIRST HALF - BC PANEL Notes&Abbreviations: TCX-Top Chord Extension BCX-Bottom Chord Extension BPL-Base Plate Length V1S-First Vertical Web Member V2-Standard Vertical Web Member W2-First Diagonal Web Member All vertical and diagonal web members are ordered numerically progressive toward interior 8200 Woolery Way Fallon,Nevada 89406 Phone:775-428-0600 Fax: 775-867-2169 www.newmill.com FLEXIBLE to the FINISH , STRESS ANALYSIS - PAGE 1 G,� Job Number:5620-0031 Job Name: Date Run: CLEAN WATER SERVICES DURHAM AWWTF-SHOPORDERS 3/31/2020 7:32:51 AM NEW MILLENNIUM Location: Joist Description: Mark. aLIILoING SYSTEMS HILLSBORO,OR Short Span Crimp 18K6 J1 Geometry Base Length: Working Length: Joist Depth: Effective Depth: BC Panel Length: Shape: 31-3 3/8 30-11 3/8 18.00 16.56 7 @ 4-0 Parallel Chords Variable Left End Right End BC Panel 3-0 3/4 3-0 3/4 TC Panel1-83/4 1-83/4 \/��`\/, j��) First Half 0-7 0-7 First Diag. 3-7 3/4 3-7 3/4 Depth 18.00 18.00 Loads Load Type Category Load1 Load2 Position Direction Loc/Begin Sp/End Reference Uniform (plf) LL(1) 154.06 154.06 TC + 0-0 31-3 3/8 L-BL Uniform(plf) DL(1) 122.16 122.16 TC + 0-0 31-3 3/8 L-BL Axial(Ibs) SM (1) 1,650.00 0.00 TC + 0-0 0-0 L-BL Conc anywhere(Ibs) DL(1) 300.00 0.00 BC + Axial(Ibs) WL(1) 1,650.00 0.00 TC + 0-0 0-0 L-BL Gross Uplift(plt) WL(2) 250.00 250.00 TC - 0-0 31-3 3/8 L-BL Axial(Ibs) WL(3) 1,650.00 0.00 TC + 0-0 0-0 L-BL Axial(Ibs) SM (3) 1,650.00 0.00 TC + 0-0 0-0 L-BL Uniform (plt) TL (3) 325.00 325.00 TC + 0-0 31-3 3/8 L-BL Conc anywhere(Ibs) DL(3) 300.00 0.00 BC + Uniform (plt) LL(3) 25.00 0.00 TC + 0-0 8-0 L-BL Uniform (plf) LL(3) 25.00 0.00 TC + 0-0 8-0 R-BL Stress Analysis Summary Int.Panel TC: Max Panel BC: Reaction LE: Reaction RE Minimum Shear: Max TC Comp.: Max BC Tension 24.00 48.00 5,442.66 5,445.00 1,361.25 29,457.31 29,925.22 Member TC Tension TC Compresion BC Tension BC Compresion Web Tension Web Comp. Web Length PP Dist. W2 7,707.16 10,543.32 0.00 0.00 12,016.90 8,537.71 38.49 0-2 V1S 7,287.01 10,016.88 0.00 0.00 1,467.97 1,304.32 23.03 1-8 3/4 W3 7,287.01 10,016.88 11,832.12 8,655.72 3,517.07 4,930.43 17.98 3-0 3/4 W4 12,638.95 17,275.43 11,832.12 8,655.72 6,824.13 4,844.16 29.16 3-7 3/4 W5 12,638.95 17,275.43 21,746.22 15,897.62 3,963.82 5,574.35 29.16 5-7 3/4 W6 18,431.72 25,259.80 21,746.22 15,897.62 4,411.31 3,083.48 29.16 7-7 3/4 W7 18,431.72 25,259.80 27,829.52 20,241.25 2,203.14 3,196.39 29.16 9-7 3/4 W8 21,326.22 29,457.31 27,829.52 20,241.25 2,396.73 1,702.79 29.16 11-7 3/4 W9 21,326.22 29,457.31 29,925.22 21,686.61 1,702.79 2,396.73 29.16 13-7 3/4 W9 21,322.44 29,451.19 29,925.22 21,686.61 1,702.79 2,396.73 29.16 15-7 3/4 W8 21,322.44 29,451.19 27,818.42 20,233.70 2,396.73 1,702.79 29.16 17-7 3/4 W7 18,420.40 25,243.72 27,818.42 20,233.70 2,203.14 3,196.39 29.16 19-7 3/4 W6 18,420.40 25,243.72 21,725.16 15,882.53 4,411.31 3,083.48 29.16 21-7 3/4 W5 12,620.08 17,249.36 21,725.16 15,882.53 3,963.82 5,574.35 29.16 23-73/4 W4 12,620.08 17,249.36 11,801.02 8,633.08 6,824.13 4,844.16 29.16 25-73/4 W3 7,263.82 9,990.12 11,801.02 8,633.08 3,517.07 4,930.43 17.98 27-7 3/4 V1S 7,263.82 9,990.12 0.00 0.00 1,467.97 1,304.32 22.94 29-6 5/8 W2 7,679.44 10,505.23 0.00 0.00 12,016.90 8,537.71 38.38 28-2 3/4 *Continued on Next Page... STRESS ANALYSIS- PAGE 1 Job Number: Job Name: Date Run: 5620 0031 CLEAN WATER SERVICES DURHAM AWWTF-SHOPORDERS 3/31/2020 7:32:51 AM NEW MILLENNIUM Location: Joist Description: Mark: SUILIDING SYSTEMS HILLSBORO,OR Short Span Crimp 18K6 J1 Stress Analysis Summary,Continued... Member TC Tension TC Compresion BC Tension BC Compresion Web Tension Web Comp. Web Length PP Dist. Standard Verticals Member Position Max Tension Max Comp. Length V2 Interior 606.63 1,089.96 16.56 STRESS ANALYSIS - PAGE 2 �,7 Job Number:5620-0031 Job Name: Date Run: CLEAN WATER SERVICES DURHAM AWWTF-SHOPORDERS 3/31/2020 7:32:51 AM NEW MILLENNIUM Location: Joist Description: Mark: AI III-ntrdcl sys-rE^^s HILLSBORO,OR Short Span Crimp 18K6 J1 Chord Properties Chord Area Rx Rz Ryy Y Ix Q Material TC 1.1207 0.8991 0.5436 1.6512 0.8225 0.9058 0.9280 A44A=2.8750 x.209 BC 0.7132 0.6446 0.3831 1.3432 0.6159 0.2963 1.0000 A36B=2.0780 x 0.188 Axial and Bendin Analysis K Fy: Fb: Mom of Inertia: LL 360: LL 240: Max Bridg TC: Max Bridg BC: 0.75 50,000.00 30,000.00 241.49 304.38 456.56 20-11 1/4 11-5 3/4 Top Chord Check End Panel LE First Panel LE Interior Panel First Panel RE End Panel RE Gap Between Chords: Length 18.75 23.00 24.00 22.88 18.75 1.1250 Min Weld Len 2X Bending Load 347.94 343.35 325.00 343.36 347.94 0.5000 Axial Load 10,543.32 10,016.88 29,457.31 9,990.12 10,505.23 Max Load Fillers TC: fa 4,703.90 4,469.03 13,142.37 4,457.09 4,686.90 60,013.49 _ Maximum K Lir 34.49 42.31 33.11 42.08 34.49 Max Load no Fillers TC: Fcr 42,800.70 41,091.95 _43,072.44 41,146.09 42,800.70 57,584.25 Fa 25,680.42 24,655.17 25,843.46 24,687.66 25,680.42 22DAURyy: 224.91 F'e 658,129.25 437,379.16 714,116.00 442,172.31 658,129.25 Bc DAURyy Cm 0.9964 0.9949 0.9877 0.9950 0.9964 276.49 Panel Point Moment 15,518.25 2,503.83 1,300.00 2,522.56 15,518.25 BC Stress: Mid Panel Moment 11,806.68 2,754.18 650.00 2,759.79 11,803.57 0.70 Panel Pointfb 17,581.81 1,136.78 1,472.87 1,145.29 17,581.81 12 25.292937 Mid Panel fb 13,376.70 1,250.45 295.11 1,253.00 13,373.16 TC Shear Stress: Fillers 0 0 0 0 0 5,785.73 Panel Point Stress 22,285.71 5,605.81 14,615.24 5,602.38 22,268.71 BC Shear Stress: Mid Panel Stress 0.5761 0.1361 0.5181 0.1358 0.5757 9,509.70 Web Design Member Web Tension Allow Tension Web Comp Allow Comp Weld Qty Material W2 12,016.90 16,842.68 8,537.71 9,199.54 4.60 x 0.176 1 C34AA= 1.125 x 1.549 x.176 W3 3,517.07 7,826.93 4,930.43 5,471.89 3.26 x 0.102 1 C16BB = 1.125 x 1.025 x .102 W4 6,824.13 8,984.69 4,844.16 5,093.87 3.89 x 0.118 1 C18BB = 1.125 x 1.035 x .118 W5 3,963.82 10,742.43 5,574.35 6,222.35 2.91 x 0.129 1 C22BB = 1.125 x 1.110 x.129 W6 4,411.31 7,826.93 3,083.48 4,226.12 2.91 x 0.102 1 C16BB = 1.125 x 1.025 x .102 W7 2,203.14 7,826.93 3,196.39_ 4,226.12 2.11 x 0.102 1 C16BB = 1.125 x 1.025 x.102 W8 2,396.73 4,802.89 1,702.79 2,327.35 2.10 x 0.077 1 C10AB= 1.125 x 0.756 x .077 W9 1,702.79 5,758.64 2,396.73 2,965.27 2.00 x 0.090 1 C12BB= 1.125 x 0.799 x.090 W9 1,702.79 5,758.64 2,396.73 2,965.27 2.00 x 0.090 1 C12BB= 1.125 x 0.799 x.090 W8 2,396.73 4,802.89 1,702.79 2,327.35 2.10 x 0.077 1 C1OAB= 1.125 x 0.756 x.077 W7 2,203.14 7,826.93 3,196.39 4,226.12 2.11 x 0.102 1 C16BB= 1.125 x 1.025 x.102 W6 4,411.31 7,826.93 3,083.48 4,226.12 2.91 x 0.102 1 C16BB= 1.125 x 1.025 x.102 W5 3,963.82 10,742.43 5,574.35 6,222.35 2.91 x 0.129 1 C22BB= 1.125 x 1.110 x.129 W4 6,824.13 8,984.69 4,844.16 5,093.87 3.89 x 0.118 1 C18BB= 1.125 x 1.035 x.118 W3 3,517.07 7,826.93 4,930.43 5,471.89 3.26 x 0.102 1 C16BB= 1.125 x 1.025 x.102 W2 12,016.90 16,842.68 8,537.71 9,221.44 4.60 x 0.176 1 C34AA= 1.125 x 1.549 x.176 V1 1,467.97 4,802.89 1,304.32 2,986.30 2.00 x 0.077 1 C10AB= 1.125 x 0.756 x.077 V2 606.63 4,802.89 1,089.96 3,471.12 2.00 x 0.077 1 Cl OAB= 1.125 x 0.756 x.077 STRESS ANALYSIS- PAGE 3 Job Number:5620-0031 Job Name: Date Run: CLEAN WATER SERVICES DURHAM AWWTF-SHOPORDERS 3/31/2020 7:32:51 AM NEW M I L L E N N I U IVl Location: Joist Description. Mark: PI rnitqc SYSTEMS HILLSBORO,OR Short Span Crimp 18K6 J1 TCX Design TCX Left TCX Right TCX Length 2-7 TCX Length 2-7 TCX Type R TCX Type R TCX Depth 4 1/4 TCX Depth 3 1/4 BPL Length 0-4 BPL Length 0-4 Clear Bearing 0-5 Clear Bearing 0-9 BPL Material: 1714= 1 3/4 x 1 3/4 x.143 BPL Material: 1714= 1 3/4 x 1 3/4 x.143 Total Load 342.00 Total Load 342.00 Reqd TL Def L/120 0.26 Reqd TL Def L/120 0.26 Live Load 206.00 Live Load 206.00 Reqd LL Def L/180 0.17 Reqd LL Def U180 0.17 Section Modulus 0.8826 Section Modulus 0.8826 Reqd SM 0.5173 Reqd SM 0.5173 Mom of Inertia 1.8116 Mom of Inertia 1.8116 Reqd MI 0.5298 Reqd MI 0.5298 Seat Type:Bird Cage(BPL Thick=0.25) Seat Type:Bird Cage(BPL Thick=0.25) Load Combinations Case 1: DL Case 6d: DL+CL+0.85(TL)+WL+C-AX+IP Case 2a: LL Case 6e: DL+CL+0.85(TL)+WL+AX+IP Case 2b: SL Case 6f: DL+CL+0.85(TL)+WL-AX+IP Case 3a: DL+CL+TL+LL Case 6g: DL+CL+0.85(TL)+SM+AX Case 3b: DL+CL+TL+SL Case 6h: DL+CL+0.85(TL)+SM-AX Case 3c: DL+CL+TL+LL+FEM Case 7a: DL+CL+0.85(TL)+0.75(WL+AX+LL) Case 3d: DL+CL+TL+SL+FEM Case 7b: DL+CL+0.85(TL)+0.75(WL-AX+LL) Case 3e: DL+CL+TL+LL Case 7c: DL+CL+0.85(TL)+0.75(WL+C+AX+LL+IP) Case 3f: DL+CL+TL+SL Case 7d: DL+CL+0.85(TL)+0.75(WL+C-AX+LL+IP) Case 4a: DL+WL+AX Case 7e: DL+CL+0.85(TL)+0.75(WL+AX+LL+IP) Case 4b: DL+WL-AX Case 7f: DL+CL+0.85(TL)+0.75(WL-AX+LL+IP) Case 4c: DL+WL+AX+IP Case 7g: DL+CL+0.85(TL)+0.75(SM+AX+LL) Case 4d: DL+WL-AX+IP Case 7h: DL+CL+0.85(TL)+0.75(SM-AX+LL) Case 4e: DL+SM+AX Case 8a: DL+CL+0.85(TL)+0.75(WL+AX+SL) Case 4f: DL+SM-AX Case 8b: DL+CL+0.85(TL)+0.75(WL-AX+SL) Case 5a:0.6(DL)+WL+AX Case 8c: DL+CL+0.85(TL)+0.75(WL+C+AX+SL+IP) Case 5b:0.6(DL)+WL-AX Case 8d: DL+CL+0.85(TL)+0.75(WL+C-AX+SL+IP) Case 5c:0.6(DL)+WL+AX+IP Case 8e: DL+CL+0.85(TL)+0.75(WL+AX+SL+IP) Case 5d: 0.6(DL)+WL-AX+IP Case 8f: DL+CL+0.85(TL)+0.75(WL-AX+SL+IP) Case 5e: 0.6(DL)+WL+AX+SM Case 8g: DL+CL+0.85(TL)+0.75(WL+AX+SL+SM) Case 5f:0.6(DL)+WL-AX+SM Case 8h: DL+CL+0.85(TL)+0.75(WL-AX+SL+SM) Case 6a: DL+CL+0.85(TL)+W L+AX Case 9a: 1.2(DL)+0.5(LL)+0.8(TL)+SM+AX+FEM Case 6b: DL+CL+0.85(TL)+W L-AX Case 9b: 1.2(DL)+0.5(LL)+0.8(TL)+SM-AX+FEM Case 6c: DL+CL+0.85(TL)+W L+C+AX+IP CITY OF TIGARD BUILDING PERMIT ' ' COMMUNITY DEVELOPMENT Permit#: BUP2018-00087 T-[GARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 06/11/2018 Parcel: 2S1136000600 Jurisdiction: Tigard Site address: 16320 SW 85TH AVE Project: CLEAN WATER SERVICES Subdivision: None Lot: None Project Description: Secondary Treatment System:Expansion of the secondary treatment,including new aeration basin,new secondary clarifier,electrical building,odor control,and expansion of tunnels. Contractor: MCCLURE&SONS INC Owner: CLEAN WATER SERVICES 15714 COUNTRY CLUB DR 2550 SW HILLSBORO HWY MILL CREEK,WA 98012 HILLSBORO, OR 97123 PHONE: 425-316-6999 PHONE: FAX: Specifics: FEES Description Date Amount Type of Use: COM Class of Work: NEW Type of Const: IA Permit Fee-Additions,Alterations, 05/31/2018 $94,206.95 Demolition Occupancy Grp: F-1 Occupancy Load: 40 12%State Surcharge-Building 05/31/2018 $11,304.83 Dwelling Units: 0 Plan Review 03/29/2018 $61,234.52 Stories: 0 Height: 0 ft DC Provision Review,COM New-Bldg 05/31/2018 $180.50 Bedrooms: 0 Bathrooms: 0 Info Process/Archiving-Sm$0.50(up to 05/31/2018 $400.00 Value: $27,000,000 11x17) Metro Const. Excise Tax 05/31/2018 $12,000.00 Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $179,326.80 Required: Required Items and Reports(Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules - e set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obta' copy of ules or direct questions to OUNC by calling 503.23 987 q 1.800.332.2344 ��Issued By: Permittee Signature: A L Alp Call 503.639.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. K Building Permit Application Commercial R �� ,�� Oil i": � rolz orrlcl. I sI: o��l.1 Cl of Tigard "`a - * LL.,s. Received g Date/By: 3 (�� i Permit No.: /'ftp Ott/ (] } �(/ R 13125 SW Hall Blvd.,Tigard,OR 97223 0 , 01 4J Q Vwjl 7 Phone: 503-718-2439 Fax: 503-598-1960 Mtia 4' ;f ) Plan Review Date/By: -� Related Permit: T 1 G A R D Inspection Line: 503-639-4175 y,\ Date Ready/By: kris. See Pae 2 for Internet: www.tigard-or.gov ell y fLir i i a, _,-= Notified/Method: � g p�� l.�1,�� Supplemental Information TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING ti 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 0 Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. El1-and 2-family dwelling �j�Commercial/industrial Valuation: $ ElAccessory building ❑Multi-family Number of bedrooms: ElMaster builder 0 Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 16 jz,:, 50) 0 s 4-1,'` New dwelling area: square feet City/State/ZIP: ,i Gk > 0(L 61-71,./...-:IY Garage/carport area: square feet Suite/bldg./apt.#: Project name: E 5 kec1',j f, 1k�4i �„,t Covered porch area: squareuare feet Cross street/directions to job site: �L�itkA•( '�� t K ( ^rn,%cn� Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: I Lot#: Permit fees*are based on the value of the work performed. Tax map/parcel#: Indicate the value(rounded to the nearest dollar)of all equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORKlwork indicated on this application. ” bjce4-w i a�J r'P/' -I-4 se-cm-.44 .l •7 �/,.,.../- 754_,...,, Valuation: $ -t?F I^, tc?e), Or...) _'t r7�+Ct t 4G. 'i- ...1 xc.r,. 7Existing building area: square feet C. ICN. <,r` e fee lLi e At,/‘� - ecq-/- ('‘',1 gel e c laV I rig',' 4/4t/4"(/s New building area: square feet — PROPERTY OWNER t 0 TENANT Number of stories: Name: .,r,„.. /_ / y,- S1,,.,,,, -%a Type of construction: Address: /44 u C e OA 4„,e_ Occupancy groups: City/State/ZIP: '77 ,,,1,,. CyL C�'7.2- - / Existing: Phone:(.-3) l- P.--q; Fax:( ) New: pc APPLICANT 0 CONTACT PERSON y BUILDING PERMIT FEES* Business name: (%e, ;& �t-,� r- i'✓/L e S (!'teaserefertofeescheduled l Structural plan review fee(or deposit): Contact name: .b�� .,� '� < FLS plan review fee(if applicable): Y Address: 1 6,, ai v, .�tS" Q_" y i, City/State/ZIP: acl?. '� Total fees due upon application: Phone:(93) .S1-1-1- ,_ -{- � 3 Fax::( ) Amount received: c h �' tie ,..,,v,,„,„4,-,,f v: PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* E-mail: y~ t-� : -. CONTRACTOR Commercial and residential prescriptive installation of roof-top mounted Photo Voltaic Solar Panel System. Business name: C C (� Cl.el tit 5C t,``j Submit two(2)sets of roof plan with connection details 7 5 ' and fire department access,along with the 2010 Oregon Address: f i 1 1 (0 c 1 C IA_ r Solar Installation Specialty Code checklist. _ City/State/ZIP: M t(( e(ee [-f ti! e( ' ?i - Permit fee(includes plan review $180.00 and administrative fees): Phone:(Li 75) •5 i C 9,1 Fl Fax:(1/26) ,r( _ r✓ 7T J State surcharge(12%of permit fee): $21.60 CCB Lic.: 7 I( 7 Total fee due upon application: $201.60 Authorized signature: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: tl Mt 1=7._ (' l Z4 Date: 5/'il/Y) * Fee methodology set by Tri-County Building Industry Service Board. I:\Building\Permits\BUP_COM_PermitApp.doc Rev.04/21/2014 440-4613T(11/02/COM/WEB) 1 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT !, " Accessibility: Barrier Removal Improvement Plan '' Commercial & Multi-Family - Additions or Alterations TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov REQUIREMENT: OREGON REVISED STATUTE (ORS) 447.241. (1) Every project for renovation,alteration or modification to affected buildings and related facilities shall be made to insure that the path of travel to the altered area and the restroom, telephones and drinking fountains are readily accessible to individuals with disabilities unless such alterations are disproportionate to the overall alterations in terms of cost and scope. (2) Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall alteration when the cost exceeds twenty-five percent(25%). VALUATION: Total of all renovation,alteration or modification being done, excluding painting and wallpapering: [1] $ MULTIPLIER(25%barrier removal requirement): x .25 TOTAL BUDGET FOR BARRIER REMOVAL: [2] $ ELEMENTS: In choosing which accessible elements to provide under this section,priority shall be given to those elements that will provide the greatest access. Elements shall be provided in the following order: (a) Parking $ (b) An accessible entrance: $ (c) An accessible route to the altered area: $ (d) At least one accessible restroom for each sex or a single unisex restroom: $ (e) Accessible telephones: $ (f) Accessible drinking fountains:and, $ (g) When possible,additional accessible elements such as storage and alarms: $ TOTAL(shall equal line [2] of Valuation Computation): $ I:\Building\Permits\BUP_COM_PermitApp.doc Rev.12/18/2014 • City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT !Pi " Plan. Submittal Requirements Commercial & Multi-Family - New, Additions or Alterations TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov 1. SITE PLAN (3) copies - fully dimensional, drawn to scale and labeled with: A. ❑ map&tax lot# ❑ project name ❑ site address El suite number ❑ zoning ❑ applicant name 0 phone number B. North arrow. C. Scale (architectural or engineering only). D. Street names. E. Setbacks. F. Parking,including disabled access. G. Finished floor elevations. 2. EROSION CONTROL PLANS AND DETAILS. 3. BUILDING PLANS: See the "Plan Submittal Requirement Matrix" for the number of plans required based on submittal type (no redlines or tape-ons accepted). All details listed below shall be incorporated into the plans: A. Scale (architectural or engineering only). B. Foundation plan. C. Floor plan(s). D. Cross sections. E. Reflective ceiling plan. F. Seismic bracing detail for suspended ceiling. G. Roof plan. H. Exterior elevations. I. Structural calculations,plans, details and specifications. J. Accessibility barrier removal worksheet. K. Deposit-based on valuation of project. 4. ADDITIONAL INFORMATION AS FOLLOWS: A. Fire Depaitinent Building Survey with (1) additional full set of architecture drawings. I:\Building\Permits\BUP_COM_PermitApp.doc Rev.12/18/2014 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT _ IIPlan Submittal Requirements Matrix Commercial & Multi-Family - New, Additions or Alterations TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov Type of Submittal # of Plans (Includes new,additions and alterations.) Required at Submittal Demolition Permit 2 (site plan is required showing location and square footage of all buildings to be demolished,erosion control plan and tree protection,if applicable) Site Work 3 (must include location of all accessible parking) Plumbing (site utilities) 2 Building 3 Fire Protection System 3 Mechanical 2 Plumbing (building fixtures) 2 Electrical 2 Solar Photovoltaic 2 (Requires check list for prescriptive installation. If not prescriptive installation,engineering is required.) Plan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for contractor, City of Tigard,Washington County, and Tualatin Valley Fire&Rescue),if applicable. I:\Building\Permits\BUP_COM_PermitApp.doc Rev.12/18/2014 City of Tigard _ COMMUNITY DEVELOPMENT DEPARTMENT TIGARD Building Permit Review — Commercial - No Land Use Building Permit #: ely C y- Site Address: (('3 2 W' (3S ( Suite/Bldg#: Project Name: CWS P holie 5 CP(,an dG4v citrn.0 f SyStt�m (Name of commercial business occupying the space. If vacant,enter Spec Space.) Planning Review Proposal: (c')(eG)()J 1 )() 01- cwo lldG1tt-‘0 -irttlterksfri J SyS+em'1 h oen des-fri-cfi Existing Business Activity: tV I) til 119 g Proposed Business Activity: pc Verify site address/suite#exists and active in permit system. yr River Terrace Neighborhood: ❑ Yes No 1 Zoning: I Permitted Use: /1 Yes ❑ No ❑ Spec Space Confirm no land use required. Q B, iness License: Exists: ❑ Yes ❑ No, applicant notified to obtain business license r I f Notes: C Ua i I LfA nottcc Po CArtyCivty-kul JUOW ro( Approved by Planning: (9A/\/�.. V�'�. Date: sjz Revisions (after Building Submittal only) Reviewer Date Revision 1: 0 Approved ❑ Not Approved Revision 2: 0 Approved ❑ Not Approved Revision 3: 0 Approved 0 Not Approved Building Permit Submittal Original Submittal Date: Site Plans: # Building Plans: # Building Permit#: L titer building permit#above. Workflow Routing: 1:1--Planningt Coordinator n B g Workflow Sign-off: girSign-off for Planning(include notes from planning review) Route Application Documents: ding: original permit application, site plans,building plans, engineer and beam calculations and trust details,if applicable, etc. Notes: By Permit Technician: Date: 3` g-4//a' I:\Building\Porms\BldgPermitRvw COM_NoLandUse 060116.docx /ei /Z, ed." )errw r.M 4-0,�d' ct"ft r of,0 cv, ,1-tva.s %1 siss r w/r,97, Engineering Review ' Slope at building pad: PFI Permit#: ❑ Conditions "Met"prior to issuance of building permit Easements (encroachments)per engineering conditions of approval and plat (not typical on SDR/CUP) Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: ❑ Yes No Assess Water Quantity Fee in-lieu: ❑ Yes No LIDA Facility on lot: ❑ Yes El No ❑ NOT Approved by Engineering: Date Notes: Approved by Engineering: Lam' D Date: Ab _ lg. Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Revision 3: ❑ Approved ❑ Not Approved Permit Coordinator Review 0 Conditions "Met"prior to issuance of building permit ❑ Approved,NOT Released: Date: Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applicant: Revision Notice 2: Date Sent to Applicant: Revision Notice 3: Date Sent to Applicant: ogi .C Fees Entered: Wash Co Trans Dev Tax: 0 Yes /A Tigard Trans SDC: 0 Yes N/A Parks SDC: 0 Yes 7, N/A 7/7„...--- OB to Issue Permit /b/t r.---- Approved by Permit Coordinator: Date:4/ I:\Building\Forms\BldgPermitRvw_COM_WithLandUse_070915.docx FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT III Transmittal Letter r;c;,\It t i 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • vww.tigard-or.gov TO: CAIN gQ Ged / DATE RECEIVED: DEPT: BUIL IINTG DIVISION ovEr \ OCT lbZ18 1 FROM: 0..Son c3 ct.CYY1i/1 /. CITY Lit- t d t 'L) COMPANY: A-Zr✓C(Uri? �,Y2� ��S ,� �v�c. ��.��_ . elf -� . PHONE: (42S- S9 Z - 019 a, / RE: )to 32b vim` •S+'� AvE 1'��.i 2 Z�1�3- 1.-1 (Site Addres - , (Permit Number) C le cOrlNc.- ,L �(Ui._ S IP - . .� it'd!.► . • I. T_-_.1A- S 5S ew\ YL Y1 r-04,3'i`.c± (Project name or su 1.! and lot numb- ) ATTACHED ARE THE FO OW I \ITEMS: Copies: Description: Copies: Description: Additional set : of plans. Revisions: Cross sectio' s) and details. Wall bracing and/or lateral analysis. Floor/roo aming. Basement and retaining walls. Beam c. culations. Engineer's calculations. I/ Other(explain): C on 1:5(6.cAlt" S . y :r\t- 6S\ Par .Sib►'I) REMARKS: / 1qi (Gr`l d®rkt- A4(/e_- C s ririr- oe dil k 1ig-.2-= 4,k'/ 4!a !i red/ 414( rt vi uv k&c stiff f �✓ c q . " FOR OFFICE USE ONLY Routed to Permit Technician: Date: nitials: Fees Due: ❑ Yes ❑No Fee Description: Amount Due: $ $ $ Special Instructions: Reprii ' -rmit(per PE): ❑ Yes ❑NoDone • ►plicant Notified: Date: I I=1 Done I:\Building\Forms\TransmittalLetter-Revisions 061316.doc C� 1 2018 CONTRACTOR'S STATEMENT OF RESPONSIBILITl!'I "y ot 4. R f,4',zi . a1'f +`til°s DuAam At'3 31 F Pose. 5 5ccor dar' -t-40.-1- end pansIor ProJece (Project) McClure and Sorsa Zric (Name of Contracting Company) 15-11 ( Cburti-ry CfLt6 Dr. Mill Creel4 W Pr. q a v!2 (Business Address) ('}2S ) ZZS- 2639 ( 42s ) 316 - (,;709 (Telephone) (Fax) I, (We)hereby certify that I am (we are) aware of the Special Inspection and Testing and Professional Observation requirements contained in Contract Documents for this Project for seismic force-resisting systems as listed in Statement of Special Inspections (Plan) on Drawings, and that: 1. I, (We) are responsible for implementation of the Statement of Special Inspections (Plan) for the construction of the following systems: Facility Lateral Force-Resisting System Aeration Basin Complex including Soil, reinforcement steel placement, Pump Stations and Tunnels, concrete mixing, placement and Secondary Clarifier, Secondary curing, concrete embedment Effluent Collection Structure and placement, cast in place and post Channel installed anchor rods, Pipe support structural steel and connections. Electrical Building Special Reinforced Masonry Wall 2. Control of this Work will be exercised to obtain conformance with the Contract Documents approved by the building official. 3. Procedures to be used for exercising control of the Work, the method and frequency of reporting, and distribution of reports required under the Statement of Special Inspections (Plan) for this Project are attached. 4. I, (We)will provide 48-hour notification to Engineer and approved agency as required for structural tests and Special Inspection for this Project. Clean Water Services 01455-Supplement1 Special Inspections, Durham AWWTF Secondary -1- Observations &Testing Treatment System Expansion Project March 2018 CONFORMED SPECIFICATIONS 5. The following person is hereby identified as exercising control over the requirements of this section for the Work designated above: Name: SA-0,Y\ d r Qualifications: 30, .f-i n kelp e n E (Print name and official title of person signing this form) Signed by: Jofm if1 Date: 1b712/Zvl Project Name: IVUriukrn PbcASt 5 rsiofn PrtjPct Clean Water Services 01455-Supplement1 Special Inspections, Durham AWWTF Secondary -2- Observations &Testing Treatment System Expansion Project March 2018 CONFORMED SPECIFICATIONS FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal Letter ipl T t G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www ard-or.gov_ TO: Tom Hochstatter DAT CEIVED: DEPT: BUILDING DIVISION FROM: Dave Clements, P.E. AUG 2 6 2019 COMPANY: Black & Veatch °-�� 1 =r� 1b 3t1I1..} Ili C- `:i`;; PHONE: 503-443-4467 By:_e __ 3A v RE: 4-658$SW 85th Ave, Tigard, O 97224 BUP2018-00087 (Site Address) (Permit Number) Durham AWWTF Phas-L5 pansion (Project name or subdivision name and ber) ATTACHED ARE THE FOLLO ' i` f : Copies: Description: A,. Copies: Description: Additional sets of lans. , p Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. 2 Other(explain): Deferro• submittals for your review REMARKS:Please find enclosed he following deferred submittals, submitted to you for review under OSSC 107.3.4.2 11160-2.0: Progressing Cavity Pu •s- Seismic Calculations (Parts value:$43,000, Labor value: $5,400) 11410-3.1: Clarifier Equipment P.ckage - Revised Structural Arrangement(Parts value:$405,000, Labor value:$53,000) FOR OFFICE USE ONLY Route o Permit Tech cian: Date: 9-3— f 9 Initials: it Fees Due: Y;: Ill No Fee Description: Amount Due: -s� 44r tr3J i_r C Q.lie,..i $ L S----(---- $ $ $ Special Instructions: // Reprint Permit (per PE): ❑ Yes Nc'1' ❑ Done?______ Applicant Notified: ri._---Date: ,4 //q Initials: I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012