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Plans (18) a i R . . E 0EC 1 2 2016 PROJECT: CWS Durham FAD Relocation CITY OF MI 16725 S W 85th Ave. PRgc y. ' Tigard, OR 97224 ‹`�� r,ee� iPS 11 T ! . al`. r c* 82232PE !- i', •-- • /rte CLIENT: Kristin Trone y,Qo +H ,� �0�6 R&W Engineering PON NON 9615 SW Allen Blvd, Suite 107 Beaverton,OR 97005 EXPIRES 7 2/31/16 Scope: To provide structural analysis and design of main gravity and lateral force resisting elements of duct supports and supporting footings for the relocation of ductwork at the project site listed above.Elements not specifically referenced in these calculations are outside the purview of these calculations References: 1. 2010 Minimum Design Loads for Buildings and Other Structures(ASCE 7-10),American Society of Civil Engineers 2. 2011 Building Code Requirements for Structural Concrete,ACI 318-11 (ACI) 3. 2012 International Building Code(IBC)as Amended by the 2014 Oregon Structural it Specialty Code 4. 2010 Manual of Steel Construction, 13th Edition,American Institute of Steel Construction (AISC) CITY OP TIGARD REVIEWED FOR COD OMPLIANCE Approved: OTC: 1 ] Permit#: �.._ 7_e7( .. '' Address: ,.� 0 ' " - -1-.=-- Suite #: By: k iETDate: '2..1'2 OFFICE COPY Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Pro'ect: 16-309 Date: Tacoma office 11/30/2016 PETERSON STRUCTURAL ENGINEERS 708 Broadway Suite 110 Tacoma,Washington Desi_ner: TQH Sheet 1 of 49 . , 'Tal__2L2iCitents 1 p References: 1 Table of Contents 2 Design Criteria 3 Layout 4 USGS Design Map 6 Seismic Demand Coefficient of Ductwork 7 Seismic Demand Coefficient of Cantilevered Post 8 Lateral Demand(Ground Supported Ducts) 9 Span Limitations for Duct 11 Lateral Demand(Ducts Anchored into(E)Building) 19 Enercalc 29 , r , -4 ir — • ,......- Portland Office PSE 9400 SW Barnes Road,Suite 100 Poitland,Oregon 97221 Tacoma Office Project: 16-309 Date: 11/30/2016 708 Broadway Suite 110 PErnsoN STRUCTURAL ENGINEERS Tacoma,Washington Desi.nen TQH Sheet 2 of 49 Design Criteria p 1l ,3 nr2-f7-PgA tL.F W4, (fE$' KA,prrov.1A2 1414 -> 42_5 X14- .71 11*e.• p14- (ss i/ P-ti L-� I " -- , c l k- 7481 - . . ,4 1- Sts t‘\C i-c soNt.. C.1-ASS eAT: 157 L.A7 <45, Sa? o, 9s-5 Rp=6.0(DUCTWORK SUPPORTED AGAINST BUILDING) ; 0-q,g . Rp=1.25(CANTILEVERED COL.-PIPE GROUND SUPPORTS) l5 Ic_ CA-1C Gop. Ossa 2.0(4 V = Iia yvve �'— Portland Office PSE 9400 SW Barnes Road,Suite 100 d,Oregon 97221 Tacoma Office Project: 16-309 Date: 11/30/2016 708 Broadway Suite 110 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Designer: TQH Sheet 3 of 49 T 1 t �a ..1 //17 ' / ~tE}TSd AIRONINTAKESOLIDS pBUILDINGM{E)ODOR wBEE 51D2:FrAlkif SCRUBBER .--,CONTINUATIO ~OF DUCTWO ?300-FAtlTHICKENER 1 �� 1 .a tae FAD ++ PER MECH Q /I ?? y diy+ t (1, . , 4111 160 FAD t5•_0 PER_MECHr� 40,40„,4,,,,_074* �Jti ,' a, x o y 74....S-B 12, H % );;;!..,.." it IBm AIR INTAKE 'C) tBV FAD PER MECC:50 ICKENER 2 Pput...MECH DUCTWORK SUPPORT �,� DOUBLE SUPPORT SCHEDULE AND ® FOR 24"DUCT PER U ' DETAIL i (1Y1') 55D . 61)y THICKENER 3 I 510' 0/ 4 Q + 0 180-AIR INTAKE gad.FAQ FER MECH r PER MECH 1B FAD PER MECH tad FAD' c y fir+ PER MECH h ,,,`'N N. "'VII F7 i DOUBLE SUPPORT gl „,. . F2 �4 ..V a/1 FEIN 24" DUCT PER 4 c4 '' cu ti ``` 6..;. % (C) 10 501 ��O B ` `�`�10.-O .I/ `3..400 Z Q vii B • ` pppp WA55TRIP o A, �`,, 1 E'-0' ♦ �. TANK 0 a a F o (E)2id tAD *c_ 150 AIR INTAKE 240 FAD PER MECH J PER MECH '� r DOUBLE SUPPORT - i FOR 24" DUCT PER W' a6 ) . 1 I.I I I 1• g c (PARTIAL SITE PLAN-STRUCTURAL ,, ea a ._ \ , II 44)(E) ODOR CRUBBERS r -ial414\11114 r-- _,wiltifilik i 4..i.1) 140 FAD DUCT SUPPORT WALL BRACKET PER DETAIL 111 (E)14m FAD PER ®(4—TYP) w/ CO SUPPORTS l—"?NCH. w/ MP (JP _ _ j I SUPPORTS I (3pl LOWER WALL BRACKET IIII II 7 ELECTRICAL ROOM OE SHEET Si 01 FOR III CONTINUEDFAD DUCTWORK ORK SUPPORTS ■ 111 - 7ARVVEL No. 8 la 0 INa STRUCTURAL SOLIDS BUILDING PARTIAL FLOOR PLAN / Portland Office P5 E9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Tacoma Office Project: 16-309 Date: 11/30/2016 PETERSON STRUCTURAL ENGINEERS 708 Broadway Suite 110 Tacoma,Washington Designer: TQH Sheet 5 of 49 r USGS Design Map w a ilsGs Design Maps Summary Report User-Specified Input Report Title Drm Relotio ThuCWS Octoberuha5,2016 FAD 15:47:53caUTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.39912°N, 122.76306°W Site Soil Classification Site Class D-"Stiff Soil" Risk Category IV(e.g.essential facilities) ti,,44g:/ ''''- x '-.;-'4..-:,.r..;..,:T,,,:f:,,,-,0' - - _ ' :- - -;:,-,;,,,,,,,,..--,Ati,,, , .'..<,, ((im,,, 7,, :1:-,-,!,,,;;-:-;-, �� 4-:: 3 , " ''.4.:4":;,-;:ii",-;:-.:;:o: 4, to sWegO ,,,,tri 1 e 7;2:`�f..,41:1:;:;-:' a - '; „ ' a r -AAV-f, §t {, of it : #:4-All,-1 `� 1. 9 b'(n „�,f 4 Xt^g a - r rs a i 4 USGS-Provided Output S = "0.959 g SMs= 1,971 g SIDS= 13.714 g - s 0.4189 SM1= 0.6628 Sol=- 0.441 g For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted)and deterministic ground motions in the direction of maximum horizontal response,please return to the application and select the"2009 NEI-IRP"building code reference document. MCER Response Spectrum Design Response Spectrum 0.72 1,19 0.64 0.54 0.99 0.52 0.770.49 cn 2 0.66 • 0.40 f 81 L 0.85 to 0.22 0.44 0.24 0,32 0.16 0.22 0.08 0.11 0.00 0.000.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.00 1.90 2.00 0.00 0.20 0.40 0.60 0.60 1:00 1.20 1.40 1.60 1.80 2.00 Period,T(sec) Period,I(Sec} For Fes,To CPS,and CA,values, please view the detailed report. Although this Infonneti0n is a product of the U.S,Geological Survey,we provide no warranty,expressed or implied,as to Elle accuracy of the data contained therein-T'nis tool is not a substitute for technical subjett-matt.r knowledge. r'' Portland Office 9400 SW Barnes Road,Suite 100 PSE Portland,Oregon 97221 Pro'ect: 16-309 Date: 11/30/2016 Tacoma Office _ Sheet 6 Of 49 708 Broadway Suite 110 Desi•ner: TQH PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Seismic Demand Coefficient of Ductwork I I Non-Building Base Shear Per ASCE 7-1.0'Specifications Fife:I16-309-01 PSE-Set Protect: PROJECT Address: 16580 SW 85th Ave Longitude: -122:763055 City: Portland Latitude 45.399122. State: Oregon I Building Code Information-Seismic I Occupancy Category= IV ASCE 7-10,Table 1.5-1 Spectral AcceL,SS= 0359 ASCE 7-10 Figures 22-1 to 22-11 Spectral Accel.,S1= 0,418 ASCE 7-10 Figures 22-2 to 22-11 tong.Trans.Period,TL= 16.0 sec.ASCE 7-10 Fig's.22-12 to 22-16 Importance Factor,I= 1,50 ASCE 7-10 Table 15-2 Soil Site Class= D' ASCE 7-10 Table 20.3-1 Roof Height,h^= 1.00 ft. Attachment Heigh,x= 1.00 ft. Seismic Force Resisting Sytem Structure Type= I- ... ... .. _... ,__ — Ductwork,including in-line components,constructued of high-or llmited•deforrnabflhty maters.*" Amplification Factor,ap= 2,5 ASCE 7-10 Table 13.5-1&Table 13.6-1 Response Mod.Coef.,Rp= 6.0 ASCE 7-10 Table 13.5-1&Table 13.6-1 1 Horizontal Component-Seismic Design Coefficients. FPJw,= 0.535 Fph=(0.4*ap*SDs)*(1+2*z/h)/(Rp/Ip),ASCE 7-10 Eqn. 13.3-1 py(,mxllWo= 1.713 Fph=1.6*SDs*ip, ASCE 7-10 Eqn. 13.3-2 Fcw,,,,,<wa= 0.321 Fph=0.3*SDS*Ip, ASCE 7-10 Eqn. 13.3-3 1 Vertical Component-Seismic Design Coefficients I Fp,/WQ=J 0.143 IFp,=0.2*Sos, ASCE 7-10 Eqn.12.4-4 Calculated Seismic Design Parameters Site Coefficients: Fa= 1.116 ASCE 7-10Table 11:4-1 Fy= 1.582 . ASCE 7-10 Table 11.4-2 Maximum Spectral Response Accelerations for Short and 1-Second Periods:' 5sis= 1.071 SMS-Fa*Ss,ASCE 7-10 Eqn-11.4-1 SMi= 0.661 51„,1=Fy*St, ASCE 7-10 Eqn.11.4-2 Design Spectral Response Accelerations for Short and 1-Second Periods Sps= 0.714 SDS=.2*SMs/3; ASCE 7-10 Eqn.11.4-3 Sq,= 0.441 SDI=2*SMr/3,ASCE 7-10 Eqn.11.4-4 Seismic Design Category: Category(for Sas)= : D ASCE 7-10 Table 11.6-1 Category(for Sol)= 0 ASCE 7-10 Table 11.6-2 Use Category= Most critical of either category case above controls Vertical-Seismic Base Shear 1 Fp/Wp= 0.143 Strength Design 0.7*(Fp/Wp}= 0.100 Allowable Stress Design I Horizontal-Seismic Base Shear Fp/We= ..0.535 Strength Design 4'.I.7*(Fp/Wp)= 0.375. Allowable Stress Design Wp=working load,multiply FF/Wp by Wp to find force on component. � Portland Office E9400 SW Barnes Road,Suite 100 S ,Orrnes Road, Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Designer: TQH Sheet '7 Of 49 Seismic Demand Coefficient of Cantilevered Post Seismic Base Shear-Per ASCE 7-10 Specifications fite:116-309-01 PSE-Ser. r. Pro ect: PROJECT Address: 16580 SW-85th Ave Longitude: -122.763055 City: Portland ' Latitude 45.399122 State: Oregon ___11111111111,111H111,, �_ Building Code Information-Seismic Occupancy Category= IV ASCE 7-10,Table 1.5-1 Spectral Accei.,55-= 0.959 ASCE 7-10 Figures 22-1to 22-11 hr Spectral Accel.,5s'= 0A18, ASCE 7-10 Figures 22-2 to 22-11 Long.Trans.Period,T1= 16.0 sec.ASCE 7-10 Fig's.22-12 to 22-16 importance Factor,I= 1.50 ASCE 7-10 Table 1.5.2 Soil Site Class_ D ASCE 7-10 Table 20.3-1 V=CS*W Structure Height,h„ 10.00 ft; Seismic Base Shear (Regular Bldg.Config Only) I Seismic Force Resisting Sytem - —T( F1exiblle Diaphragm(a) Ir Steel ordinary cant.col,Systems .F1 Response Mod.Coef.,R= 1.25' ASCE 7-10 Table 12.2-1 . Note a;Dist.Between vert elements Overstrength Factor,nc,= 1_3 ASCE 7-10 Table 12.2-1 of the seismic force resisting system Defi.Amplif.Factor,Cd= 1.3 ASCE 7-10 Table 12.2-1 do not exceed 40ft Building Height Limit= l'P ft,ASCE 7-10 Table 12.2-1 I. Fundamental Period I Actual Calc.Period,Tc= from analysis(calculated if blank) Period Coefficient,CT= 0,020 ASCE 7-10 Table 12.8-2 Period Exponent,x= 0,750 ASCE 7-10 Table 12.8-2 Approx.Period,Te= 0112 sec., Ta=C7 h„'„ ASCE 7-10 Section 12.8.7.1,Eqn.12,8-7 Upper Limit coet.,C„= 1.400 ASCE 7-10 Table 12.8-1 - Period max.,Tm5e= 0.157 sec.,Tmax=CusTa, ASCE 7-10 Section 12.8.2 Fundamental Period,T= 0.112 sec., T=Ta<=Cti*Ta, ASCE 7-10 Section 12.8,2 I Calculated Seismic Design Parameters Using Equivalent Lateral Force Procedure for Regular Single-Level Building/Structural System Site Coefficients: Fa= 1,116 ASCE 7-10Table 11.4-1. Fv= 1.582 ASCE 7-10 Table 11.4-2 Maximum Spectral Response Accelerations for Short and 1-Second Periods: Sms= 1.071 SM5-F,*S5,ASCE 7-10 Eqn.11.4-1 SMS= 0.661 SMS=F„*S1, ASCE 7-10 Eqn.11.4-2 Design Spectral Response Accelerations for Short and 1-Second Periods sos= 0,714 5os=2*SMS/3, ASCE 7-10 Eqn.11.4-3 SDI= 0.441 SDI=2*SMS/3,ASCE 7-10 Eqn.11.4-4 Seismic Design Category: Category(for 505)= D ASCE 7-10 Table 11.6-1 Category(for Sot) D ASCE 7-10 Table 11.6-2 Use Category= 0 Most critical of either category case above controls Seismic Design Coefficients I Cs= 0.857 Cs=Sos!(R/i),ASCE 7-10 Section 12.8.1.1,Eqn.12.8-2 cs(mxa) 4.704 For T<=TL,CS(max)=SD1/(T*(R/I)),ASCE 7-10 Eqn.12.8-3 C:imie1= 0.047 - CS(min)=0.044*SDS*I>=0.01,ASCE 7-10 Eqn.12.8-5 I Seismic Base Shear Cs= 0.857 g's,Strength Design ` 0.7*Cs= 0.600 g's,Allowable Stress Design " Portland Office PSE 9400 SW Banes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 8 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington .r `^` Lateral Demand(Ground Supported Ducts) S �SMiG ��hMcltl� S" �scGL d, l4 WO Q I.7pN`C (GROUND SUPPORTED GOVERNS) , ` 0.857 I' Fphmax = 0.857[(11.027+3.5)plf] = 12.45p1f '4 Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Pro'ect: 16-309 Date: Tacoma Office 11/30/2016 PETEASDNSfAUCTllAALENGINEEAS 708 Broadway Suite 110 Tacoma,Washington Desi:ner: TQH Sheet 9 of 49 kz n- s 1. A63 I GO D,:1S ( 5 1.W. 26.4. 1 v • N. \ r� 9 ' '-4 6.&i 75.s-" i) 0.572 (smooth) t Os (AG-. 9 .s 33.98 plf»12.45p1f (;t44 �a►�`i�vt�S GLV rs►n Y itus �Tropk.) ----- Portland Office PSEE 9400 SW Barnes Road,Suite 100 11/30/2016 Portland,Oregon 97221 Tacoma Office Pro'ect: 16-309 Date:708 Broadway Suite 110 Desi l ner: T•g Sheet 10 of 49 PETERSON STAUCNAALENGINEERS Tacoma,Washington Span Limitations for Duct y Allowable SS Duct Span fpe :._ 0.143 i' fph = 0.857 E = 29000000 psi as 0.25 in Allowable Deflection L = 229.0 in Span Length 0(in) W,(pif) Fv(pli) Fh(pli)_ 14.0 9.0 0.11 0.6 18.0 10.3 0.12 0.7 24.0 13.3 0.16 0.9 0(in) W(pli) 0.6W(pli) t (oil) w=D+0.6W(pli) I (in4) I=(384EI6A/5w)1/4(n) 14.0 1:7 1.0 0.7 1.7 43.0 342.5 18.0 2.1 1..3 0.9 2.1 10.6 229.4 24.0 2.8 1.7 1:1 2.8 .25.2 266.0 0(in) S(in) M(lb-in) =M/S(psi) 1 Max.Spans 14:0 1,4 7116.0 5039,6 - 18.0 23 8732.2 3728.5 <29.7ksi=>OK 24.0 42 11482.7 2749.7 For Parameters 5&I,See Enerecalc SH.31 �` "' Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 PEIERSONSTRUCTURAL ENGINEERS Tacoma,Washington Designer: TQH Sheet 11 of 49 r �1 Allowable FRP Duct Span fp, = 0.143 fph = 0.857 E = 700000 psi oA = 0.25 in Allowable Deflection L . = 181,0 in Span Length 0(in) Wp(pif) F„(phi) Fh(Pii) 14.0 7.8 0.09 0,6 18,0 9.0 0,11 0,6 24.0 14.5 0.17 1.0 0(in) W(p11) 0.6W(pli) D(Pii) w=0+0.6W(p1i) I(in4) I-=(384EI6A/5414(in) 14.0 1.7 1.0 0.6 1.6 132.3 181.4 18,0 2.1 1.3 0.8 2,0 282.3 208.0 24.0 2.8 1.7 1.2 2.9 994.2 .260.3 0(In) S(ina) M(lb-in) =IVI/S(psi) Max.Spans 14.0 18.8 6716.0 356.4 18.0 31.3 82933 265,0 OK 8Y INSPECTION - 24,0 82.8 11915.1 143.9 For Parameters S&I,See Enerecalc SH, 29 - Overturning Moment Wind System analyzed as a cantilevered post with the load W acting 12" above the max. height. Per Client,the clear height to maintain=10'-0",therefore,W (and other lateral loads acting on the duct),shall act at h= 11'-0"to account for the worst case 24"duct diem. Wind Demand(Unfactored) W = 594.7 lbs 33.98p1f(17.5')<-Trib is(17"-6"'+17'-61/2=17.5' Seismic Demand(.O„=1.3) Os = 0.857 E = 198.9 1 b (11.027+3,5)plf(17.5')(Cs) 00E = 258.5 lbs W/no - tij. c. t .1 • ej ".! : II= .• o e. '- Wind controls design of anchorage ---- Portland Office PSE 9400 SW Barnes Road,Suite 100 Poidand,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708Broadway Suite 110 Designer: TQH Sheet 12 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Post Analysis&Design(SEE SH. 34) s 0 2542.itM-x Loads 0,79+1 At •74).79grta 0 a 0 Loads are total entered value.Arro,rs do not reflect absolute direction. Maxuntlm Axial+Bending Stress Ratio = 0..2804 . 1 Load Combination -1.20040.SQLr+0,501. ,v4.1.60H to" Max#num Shear Stress Ratio.= 0.01705 , 1 Load Combination +1.21:0+0.501r+O.SOL+Vil+1.60H Ma onium SERVICE Load Rea€iaosts«. (''ee.Reactions 4A40 for 4,1 Top along Y-Y 0.0k Bottom along Y-Y 0.5947 k Top along X-X 0.0k Bottom along X-X 0.0 k Maximum SERVICE Load Deflections.. . (see AVIV-VO tats fora ) Along Y Y 0.5099 in at 10.0 ft above base for load combination: W Only Along!C X 0.0 in at 0.0 ft above base for load combination Total Dead Load to footing = 445.0 Ibs Moment Base 6541.2 lb-ft Wind WI' USE 6"Q'SCHEDULE 40 2187.5 lb-ft Seismic EhI PIPE Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 PETERSON STRUCT➢RALENGINEERS Tacoma,Washington Designer: TQH Sheet 13 of 49 t Footing Design(SEE SH.36 Goaern' Load conboaboo i Factor of Safety Item - d _ CaP'O 0.0 k-ft 0.0 k-ft Na Oserkt it 9 4 so hie 15 Overt+xrxi¢-2-2 i;0.60D+0.60W+0.60H 3.i52 overturning 34g-Z-2 4.x60 k-ft 5.190 k-ft 0.3568 k 0,7553 k ,'0 'dm Z117 Slang-X-X NO SN " 0.0 k 0.0 k ✓ njs 1,Ift Slang•2-Ve 2 0.415 Hot�Aft V abaft 0.6 k {4ppl�d CepadtY Go+erre+9 Load Co�ruMatim tltd�zaFgn Ratio Ite41 +0.600+0-�'+0.60N abaul2-2 8x6^ 0,7290 Sd taeare+q 1.458 0 f 2.0 ksf 3.031 k-ft 13.022 k-ft +0.90[1+Wit+0.9014 OA79 i5 2 Flexure(+X) +LZA0+0.1 90D0.S 01-1 .6fY1t ✓ 0.02084 z F10a4$e(-X) 0.2709 k-ft 13.022 k-ft 0.03719 k-ft 13.022 k-ft +1.401)+1.60 l ke 0.002879 %Flexure (+2) +L4�+L6di 0'202829 . 2879 XFlexure(-Z) 0.03749 k•ft 13'022.k-ft +4a 4,243 po 75.0,.P9 +0,900+W40.90(-I 0.05657 1-way Shear(+x) +3.790+L60 04.1.50dy+1.60H _I° _. 0.002722 1-way Shear(-X) 0.2012 P� 75.0 pa 0.02825 pot 75.0 psi +1.900+1.501 W 0.000377 1-way Shea(+2) +L40!}+l.f#f 0.000377 1-way Shear(-2) 0.02826 psi 75,0 psi >t 0.8873 R 350.0 pa 40.900+W40,90H �t 0.005916 2-way Fraxh 9 . at4 �, "cam p~q 1 -, '''''..,:r-We'-'4".; G� . '.!s ,,nom .4% � - . s rte. .4 `,t 4 'x4144'~+ '' yrs, -,.4. -4P '.4-4-f-ti-,--4---;„„.11!),1,,,,,,z4z,Airzi.FA,1, 7,� -"a a a.. ...-4-.1�W s Ipt f}} • I 4-11* t . o 1 4 x r 1i r r i e [ y ! - Y: A �4 4rEB31�x f. 1, 4 '1/;,:r a5 -y 'Cr) - ,1 ,;,', - W;:. a,,.:Eu41d1- ..to . -wda-.i; LII �t#ln�Jx l If--._:''=----Inceµ,,- ,_47,1'! �r Iru nnt�V: n0 1_..._<[Ina 1nIN4..«a drvl,l._.,,.Jus t',F J9lP�f X-X SecUOn Looking to+Z ";',,i''.-...,)".*-. i t' f,' y1 f p fu? l.,yk ' ± " n F4.‘,4,...-,4.7 eaf 4 i' '-'t..1,,.";,'-'. Ftl ~ 422 N l:�i� t_x,- .! 'laai-'-int n" 'inu�.x-�Itx'l t cooking-Iu P '---"n ---* .. '-----mr Z-Z Section Looking to+X tr PROVIDE REINFORCING TO T&B, �- �--"'� Portland Office E9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 BroadSui110 Designer: TQH Sheet 14 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washingtonway te Base Plate Design COLUMN BASE PLATE DESIGN In accordance With AISC 350-10 Tedds calculation version 2.0.16 Doh dierpeter.0.6" Bolt embedment-4r T , `+.. SS 6000x0.280 4-4 A kips` ''--T6'5 i. in 0.6 ktps to A, 1.6` 2.76 ksi } 12 4114- 5.6 kips -Plan on baseplate =ovation on baseplate Design forces and moments Axial force P.=0,4 kips (Compression) Bending moment I1A„=78.5 kip_in Shear force Fv'=0.6 kips Eccentricity a=ABS(M./P„)= 176.392 in Anchor bolt to center of plate f=N/2-et=6,000 in Column details - Column section 1-185 6,.000x0.280 Diameter bo=6.000 in Thickness t`=0.200 in baseplate details Depth N= 15.000 in Breadth B= 15.000 in Thickness tp=0.625 in Design strength Fr=29.7 ksi Foundation geometry Member thickness hn= 18.000 in Dist center of baseplate to left edge foundation xcv, =24.500 in Dist center of baseplate to right edge foundation Xce2=24.500 in Dist center of baseplate to bot edge foundation ycut=24.50()in Dist center of baseplate to top edge foundation y2=24.500 in Holding down bolt and anchor plate details Total number of bolts Nwn=4 -----^""'" Portland Office 9400 SW Barnes Road,Suite 100 Tacoma OregonBarnes Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 15 of 49 PETERSON STAUCTUAALENGINEERS Tacoma,Washington Bolt diameter d.=0.625 in Bolt spacing sea,= 12.000 in Edge distance el= 1,500 in Minimum tensile strength,base plate Fr=29.7 ksi Minimum tensile strength,column Bycui=50 ksi Compressive strength of concrete =3 ksi Strength reduction factors Compression $ =0.65 Flexure +lw=0.90 Weld shear =0.75 Plate cantilever dimensions Area of base plate Al=B x N=225.000 int Maximum area of supporting surface A2=(N+2 k Imp)x(B+2 x 4„�.,)=2401.000 in2 Nominal strength of concrete under base plate Pp-0.85 x fc x Ai x min('(A2/Ai),2)=956,3 kips Bending line cantilever distance m m=(N-0.80 x Do)/2=5.100 in Bending line cantilever distance n n=(8-0.8 x Da)/2=5.100 In Maximum bending line cantilever /=max(rn,n) 5.100 in Check eccentricity Maximum bearing stress fp,ntro=0.85 x x t x min(V(A2/Al),2)=2.76 ksi Maximum bearing pressure qm x=fp nips x B=41.44 kips/in Critical eccentricity ecdt=N/2-Pu/(2 x gmax)=7.495 in e>earn so loads cannot be resisted by bearing alone, Therefore consider as a large moment Plate dimensions adequate as(f+N/2)2>=(2 x Pu x(e+f))/q,,,..and a real solution for bearing length exists Bearing length-quadratic solution 1 Vi=(f+N/2)+ /((f+N/2)2 (2 x Pu x(e+f))/gmao)=26.854 In Bearing length-quadratic solution 2 YZ=(f+N12)- /((f+N/2)2-(2 x Pu x(e+f))/qma.)=0.146 in Bearing length Y=min(Vi,Y2)=0.146 in Tension force in bolts Tu=gmax X Y-Pu=5.6 kips Max tension in single bolt Trod=Tu/(Nood2)=2.8 kips Base plate yielding limit at bearing Interface Required plate thickness tp,ren=4((4 x fp max x Y x(I Y/2))/(4 x Fy))=0.551 in PASS-Thickness of plate exceeds required thickness Base plate yielding limit at tension interface Distance from bolt CL to plate bending lines x=abs(m-ei)=3.600 In Plate thickness required tpr..=2.11 x 4((T0 x x)/(B x Fr))=0.449 in PASS-Thickness of plate exceeds required thickness USE MIN.15"x15"x5/8"THK. PLATE.PROVIDE CP WELD ALL AROUND Portland Office P 5 E9400 SWrn Barnes Road,Suite 100 Portland,Oregon s 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 16 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Anchorage Design c=1;i3 www.hitti.us Profis Anchor 2.7.1 Company: Peterson Structural Engineers Page: 1 Specifier: T01-I Project: Address: 9400 SW Barnes Road,Suite 100 Sub-Project I Pos.No.: Phone I Fax: (503)292-1635 I(503)292-9846 Date: 11/30/2016 E-Mail: thanh.huynh@psengineers.com Specifiers comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ•SS 31E 5/8(4) 4==s111. passaitallaliWorwl4errt """"i Effective embedment depth: ho.,,d=4.000 in.,h1en,=4A38 in, Material: AISI 316 Evaluation Service Report: ESR-1917 Issued I Valid: 6/1/2016 15/1/2017 Proof: Design method ACI 318-11 I Mech, Stand-off Installation' without clamping(anchor);restraint level(anchor plate):2.00;as=1.000 In.;t=0.625 In. Hilti Grout:CB-G EG,epoxy,1,0°,4=14939 psi Anchor plate: lx xly x t=15.000 in.x 15.000 in.x 0.625 in.;(Recommended plate thickness:not calculated Profile: Round HSS,Steel pipe(RISC);(L x W x T)=6.000 in.x 6.000 in.x 0.280 in. Base material: cracked concrete,2500,fc=2500 psi;h=18.000 in. Installation: hammer drilled hole,Installation condition:Dry Reinforcement; tension:condition B,shear:condition B:no supplemental splitting reinforcement present edge reinforcement:>No.4 bar Geometry[in:]$Loading(,ib,(nib] 2 til 1 ____---)...c-----1- __—* .p.. til 195" m— 95 -y_- t " tr i -x v Input dale and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor t c)2003-2009 Hilti AG,FL-9-494 Scheer* Hilti is a registered Trademark of Hull AG,Schaan --._ Portland Office 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 17 of 49 PETERSONSTAUCNRALENGINEERS Tacoma,Washington www.hiitl.us Profis Anchor 2.7.1 Company: Peterson Structural Engineers Pa9e, 2 Specifier, TOM Project Address: 9400 SW Barnes Road,Suite 100 Sub-Project 1 Pos.No.: Phone I Fax: (503)292-16351(503)292-9846 Date: 11/30/2016 E-Mail: thanh.huynh@psengineers.com 2 Proof I Utilization(Governing Cases) Design values[Ib] Utilization Loading Proof Load Capacity p,1jtvC%1 Status tension Pullout Strength --2931 3796 78/- OR Shear Steel failure(with lever arm) 149 1237 -/13 OK Loading TIN Sv c Utilization it,.,[%1 Status Combined tension and shear loads 0.772 0,120 5/3 68 OK 3 Warnings - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteriat 4 Remarks;Your Cooperation Duties . Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hiltl product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you: Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. _ • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and.If applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hiiti will not be liable for consequences,such as the recovery of lost or damaged data or ,r programs,arising from a culpable breach of duty by you. Input dura and results must be checked tar agreement with the existing candllonsend ter piauslhpltyl FROFIS Anchor(c)2003.2009 Hlid Ali,FL-9494 Scnaan 1141115 a registered Trademark at HIM AG.Schoen v USE(4) KWIC BOLT TZ-SS316 5/8"6 A.B. EMBED MIN.411 -- Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Tacoma Office Road, Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 18 of 49 PETERSON STRUCTIJRALENGINEERS Tacoma,Washington • Lateral Demand(Ducts Anchored into(E)Building) 1Nt IA> QA." F1Pg {/"C-OtP-rDP--7Fd `T21E Lam►-=t -f- A t i ' Rolt=P 1s lug fstA ert BLE ter "C 19.82p1f 297.3# 0,0 tN -Torg . L.€ Gil( = 15' S 4io if,- [ 15' • 81.9# Eh=0.535(81.9#) =43.8# ( Lt Ev=0.143(15')(5.46p1f) = 11.7# C-‘31 > (SP1/4; -1221 — G�, - = 81.9# Di 6v w Vv = 297.3# 43.8# v = 11.7# f2o=2.5 (ASCE 7-10 SUPPLEMENT 1) WIND DEMANDS CONTROL BOLT TENSION = [W(7")+1.2D(24"))/24"+W/2 = 333.7# BOLT SHEAR=(W+1.2D)/2= 198# """• Portland Office E9400 SW Barnesades Ro ,Suite 100 Poi na,Oregon adProject: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 H Sheet 19 of 49ner: T Desi PETERSON STNOCT1JRALENGINEERS Tacoma,Washington g Q 111411..T1 www.hilti,us Profis Anchor 23.1 Company: Petersen Structural Engineers Page: 1 Specifier: TQH Project Address: 5319 SW Westgate Drive,Suite 215 Sub-Project I Pot.No.: Phone I Fax: (503)292-1635)(503)292-9846 [Sate: 11/29/2016 E-Mail: thanh.huynh@psengineers:com Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ-SS 316 3/8(2) 1 4 1 Effective embedment depth: h,t,ea=2.000 in.,h„„„,=2.313 in. Material: AISI 316 Evaluation Service Report: ESR-1917 Issued I Valid: 6/1/2016)5/1/2017 Proof: Design method ACI 318-111 Mech. Stand-off installation: e =0.000 in.(no stand-off);t=0.250 in. Anchor plate: ix x ly x t=3.000 in.x 3.000 in.x 0.250 in.;(Recommended plate thickness:not calculated Profile: no profile Base material: cracked concrete,2500,fo-2500 psi;h=7.500 in. Installation: hammer drilled hole,Installation conditions Dry Reinforcement: tension:condition B,shear.condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Geometry[in.]&Loading[lb,in.lb] z rt 0 3 z X input data and-results must be checked for agreement with the existing conditions and for plausibility! PicOFlS Anchor(c)2003-2009 Hits AG,Fi.•9494 Scbean HMI is a registered Trademark of Hiltl AG,Selman Portland Office p E 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 20 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington 1.1111®TI Www.hilti.us Profis Anchor 2.7.1 Company: Peterson Structural Engineers Page; 2 Specifier. TOH ProJeCt: Address: 5319 SW Westgate Drive,Suite 215 Sub-Project 1 Pos.No.: Phone I Fax (503)292-1635 l(503)292-9846 Date: 11/29/2016 E-Mall: thanh.huynh@psengineers.com 2 Proof I Utilization(Governing Cases) Design values tib] Utilization Loading Proof Load Capacity ON 1 iliv j°/a] Status Tension Concrete Breakout Strength 334 1237 271- OK Shear Concrete edge failure in direction y4- 198 577 -/35 OK Loading Pri 6V c Utlitzat€on$Nv[%1 status Combined tension and shear loads 0.270 0.343 5/3 29 OK 3 Warnings Please consider all details and hints/wamings given In the detailed report! Fastening meets the design criteria! 4 Remarks;Your Cooperation Duties * Any and all Information and data contained in the Software concern solely the use of HIM products and are based on the principles,formulas and security regulations In accordance with Hilti's technical directions and operating,mounting and assembly Instructions,etc.,that must be strictly complied with by the user.'All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. *You must take all necessary and reasonable:steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis,if you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you, USE KWIK BOLT TZ—SS 316 3/8"0 A.B. EMBED MIN. 2" a . input data and results must be checked for agreementwdh the existing conddions and rer piausiblityl PROFIS Anchor(c 12003-2009 Hihl AG,FL-3494 Schaan Hite is a registered Trademark of Hilti AG,Schaen `_.,.-- Portland Office P 5 E9400BarnesSW BarnRoad,Suite 100 94 S Oregonas 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 21 of 49 PETERSONSTRNCTGRALENGINEERS Tacoma,Washington Alternative Embded Footing(SEE SH. 48) Point Load 1.1 Q Sail Surface No lateral restrain 1111�llillill.,�ll�ii ��lil—�f1;1111I II�III 1111M111II11M�II111 1111-11111111 111(11 II M 111 1111111I (1 I1 M1111111 1 Ii I '1 !!��IIl11►Il�il�!€ll��l(111f!!�f[lllldl—�(1(I 0 Footing Diameter. 1"-8' Controlling Values +04-0.60W+1-1 Lateral load 0.3619 k Moment 3.980 k-ft HO Ground Surface Restraint Minimum Required Depth 4.875 ft ttiroted by Depth of Embed Presse,at 1/3 Depth Actual 403.516 psf Allowable 404.527 psf Footing Base Area 1.767 ft'2 Maximum Axial Sog Pressure 0.2541 ksf ;USE MIN. 18H0 FTG. EMBEDED MIN. 5'. EMBED POST INTO FTG. MIN. 2'-0u. Portland Office PSE 9400 SW Barnes d Roa ,Suite 100 Portland,Oregon Road, Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 H Sheet 22 of 49 Designer: T PETERSON STRUCTURAL ENGINEERS Tacoma,Washington g Q Footing Adjacent to Tank Walls(SEE SH.38 j \ 1 Bir FAD 1\ PER MECH ti.. .. '-- .._- - 1F -7 � . ' 4.. 1 CONTROLLING -., `- 1C�'-t:i!"'� '-„ �* `� .� WIND DIE. r '.. `_�4 Pian of Controlling Span LTRIO = 13.29 ft W = 25.48 plf Wind Demand F = 338,7 lbs LTRIBW Wind Load M = 3725 lb-ft Moment Demand(11'Moment arm) D = 328 lbs WP+191# Dead Load FaQw of Safety Item npvikd Catsaoty Goverieg Load Cartbinarian vit Nit - Overnrtin9-X4 0.0 k-ft 0.0 k-ft Na Ov-8srw+g a6 L117 Ovmfsxnk+9..ZZ 2.540 k-ft 2.837 k-ft. 10.6015+0,50Wt0.6011 V► 2.871 Stang-X-X 0.2032 k 0.5535 k +0.600+0.60W+0.601 y, tia Wing•2-Z 0.0 k 0.0 k No Song. . n/a LOA 0,0 1 0,01 14o IAA Utlizabon Rata item k,*ed City CorernnQ Load Oironabon 4/t 0.8955 Sal Beavg. .1,791 ksf 10 Is/ 1O,b00+0.60W+0,6041about Z-2e'91. ,ipt 0.01318 Zfie:are(+)) 0.1943 k-ft 14.739 k-ft: +1.200+0.590+0.501.+W+1,6014 fie 0.003574 2 RGexure(-X) 0.05276 k-ft 14.739 k41 +1.20040.501,+0.541-+W+S,EC1i 001 0.002256 XReiare(4Z) 0.03082 k-ft 13.660 k-ft +L400+1.W1 6,44 0.002256 X Ftexure(4) 0.03052 k-ft 13.660 k-ft +!,400+1.60H 41 n/a 1-way Shear(+1) 0,0 psi .: 75.0 om n/a we 0.0 1-wayShear{Al 0.0 pm 0.0 psi nla ,/ 0.000341 1-way 5hers(+2) 0.02560 pa 75.0 pa +1.400+1.601i 40/ 0.0003-41 14eay Shea,(-Z) 0,02560 pa 75.0 pet +L400+1.6014 ,yr n/a a-wayPundir4 0.7361 psi 75.0 pa *120040.50J+0.50 tW+1.664. .4 4'-6 ' Ow Ae ` a=sp s �' aa' `� , . USE 18"THK.FTG=PROVIDE ' t 4444,' 1-04,4*,- ,„444k4 y (3)#4 LONG.T&B AND(5) � -',Te,e7/4,-,6a! �i � #4TRANS.T&B IF - ` ,,eal'' arSp3 L -'" Portland Office 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 23 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Double Saddle Footing(SEE SH.40 ) 4.l+( il 1 i/ r f /.. 240 FAQ CD / c ,�, a" ��`'� PER MECN "--•;, `�.� j//�f��I 1:;,,/ d rI f/j ;fi ,f F3 / f•' Atti , PER MECH !s 16 -0' ' ,7 w r rl ' ,,f ' CONTROLLING 4 2' i ' ;�'' ''� ,r" li WIND DIR. �� `` Plan of Case 1 Plan of Case 2 Case 1 (SEE SH.40) LTRIB 1735 ft W = .33.98 plf Wind Demand F1 # 603.1 lbs L7RiBW Wind Load (24" Duct) Mi = 6635 lb-ft Moment Demand (11' Moment arm, 24"Duct) D3 = 449 lbs Wp+191# Dead Load(24" Duct) L'TRIB = 3.75 ft W = 0 plf Wind Demand F2 = 0,0 lbs 1-TR1BW . Wind Load (18" Duct) M2 = 0 lb-ft . Moment Demand (11' Moment arm, 18"Duct) 02 230 lbs WR+191# Dead Load(18" Duct) Factor of Safety Item Anokd Capacity Governing)Load Combutatkm a/ 1,116 oreft-enrq 4.523 k-ft 5.050 k-ft 40.60040.60'.4 _ ... • 1.995 gang .0.36.19 k 0,7219 k 40.60040.60W %.0 fto i$ft L2p1f1 0.0 k 0.0 k No Heft Ut1 atOn Ratio Item A p52d Capacty G6vem119 Load Combination 4,0 0.9565 .504 Baum 2.12aksf 2225ksf +0.606406044 e/ ,. 0,0+93? 1-y.ay,5hear-CO=1 3.659 Ga 75,0 4.m +1.74+44 of 0.01932 - 1-vice7 9sear.-Cc4*2 3.699 pa 75.0 psi +1.X04,14 00 0.004741.. 2-,,ay Pa-chola-Cd-1 - 0.7112 psi 150.0 oat +1.2004W 0.009245 2 ' ,1/ •aeayP�rw"!ry-Col:2 1.237 psi 750.6 gm +1.'[.1p4tY o f ala Bend,rr taewe-Left of Cei*1-Teo 0.0 k-ft 0.0 k-ft rife a/ 0.01796 Flmttire-Left of CO*1.9attt n 0.9529 k-ft 53403 k-ft +0.000+W so 0,07718 Mea re•Between Cols-Tap 4.091 lc-ft 53.003 k-P +1.2004W ge No Bening Fie3aire-BetweenGAT-Bottom 0.0 k-ft 0,0 k-ft 14/4 v4 0.000690 Ftea,e-light of col=2-Tap -0.03660 k-ft 33.008 k-ft +1,20C1+l4 r/ .0000760 Ftcss„e•Right of Col 02'80e0111 0.004055 k-ft 33.003 k-ft 4.1.400 """ "~ Portland Office PSE 9400 SW BarnesRoad,Suite 100 Pot tland,Tacoma OregonBarnes Road, Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 24 of 49 PETERSONSTRUCT1INALENGINEERS Tacoma,Washington Case 2 (SEE SH.42) Irmo = 7.67 ft W = 0 plf Wind Demand F2 = 0,0 Ibs LTRIBW Wind Load(24"Duct) M1 = 0 lb-ft Moment Demand(11'Moment arm,24' Duct) D1 = 293 lbs Wp+191# Dead Load(24" Duct) LTRIB UB = 9.29 ft W = 25.48 plf Wind Demand F2 236.8 lbs 1-TRiaw Wind Load(18"Duet) M2 2604 lb-ft Moment Demand(11'Moment arm, 18"Duct) D2 = 287 lbs Wp+191# Dead Load(18"Duct) Factor of Safety Itch - Ac ed - Capacity Governa9Load Contb+1arton ,vf nja Overtrain;-X-X 0.0 k-ft - 0,0 k-ft No°watering 2,258 Ovsrterin9-2-2 1.77a k-ft 3.009 k-ft 40.60040,60W+0,6014 4.1955 S1dng-X-k 0.1421 k 0.7040 k f0.600-+0.60W+0.604 n/a Siang-2-2 0.0 it 0.0 k 14o 516n0 400 n/a Uplift 037 k 0.0 k fipUplift Utizanan Ratan Item betted Capacity Go+amq Load ccorbiroton a 0,2356 Sae 15+i'8 0.4712 ksf 2 0 ksf -1040.60W Ai*soot 2-2 nose 0.01335 3 HGStre(+X) 0.1966 k-ft 15.296 k-ft .4.900+5.40.90H yI 0.006710 ZFlexu-e(-X) 0.1332 k-ft 15,296k-ft x1,200-0.501t+0.501.tW+I.60H 40 0,000398 XFfaase(+2) 0,006/76 k-ft 15.513 k-ft +1.4004I.60H " 0.000174 X Rause(2) 0.003701 k-ft 15.513 k-ft +L400t 1.60H y�f nJa 1-way Shear(+X). 0,0 pa 75.04,0 psa ^1a D.0 1-nayShea(-X) 0.0 pa 0.0 pa nja se nja 1-way*shear(+2) 0,0 ore, 75.0 psi n/a yr 0.000771 1-+xray Shear(2) 0.05780 oa 75,D pa -11-40041„60H 40, nja 2^•kayNndang 0,05154 pa 75,0 pa +1400+16011 +hop, { +j 0,-;0 ,4a 000000 mar' �,;, ✓„v �$kb 7 , '? 1";r0a.,7 r=2,1.] =74 X.,IrTO^a8p3 USE 18"THK.FTG.PROVIDE(4) #4 LONG.T&B AND(5)#4 TRANS.T&B Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 25 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Double Intersection Footing(SEE SH.44 ) - ', ,• > S/ �4 � ,z:�7/' I Case 1 1 f- `yam _ __ /:,/,--; ;7`-6"' )'' t Case 2 /. '> If 7asa / ' ' s CONTROLLING 6" © \\1, i WIND DIR. Plan of Double Intersecting Duct Case 1 (SEE SH.44) 1-TRIs = 1438 ft W 33.98 plf Wind Demand F1 = 495.5 lbs LTRIeW Wind Load(24"Duct) M1 = 5451 lb-ft Moment Demand (11' Moment arm,24" Duct) D1 = 384 lbs Wp+191# Dead Load (24" Duct) _ 1-TRIB = 5.04 ft W = 0 plf Wind Demand F2 = 0.0 lbs LTRIBM Wind Load (18" Duct) M2 = 0 lb-ft Moment Demand (11' Moment arm, 18" Duct) D2 = 243 lbs Wp+191# Dead Load (18" Duct) LUIS = 3.75 ft W = 0 plf Wind Demand F3 = 0.0 lbs LTRIBW Wind Load (18" Duct) M3 = 0 lb-ft Moment Demand (11' Moment arm, 18"Duct) D3 = 230 lbs W¢+191# Dead Load (18" Duct) L, ``-..•,a.. _-- Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon Road, Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Designer: TQH Sheet 26 of 49 Case 2(SEE SH.46) LTRiB 14.58 ft W 0 plf Wind Demand F2 = 0.0 lbs LTRIBW Wind Load (24" Duct) = 0 lb-ft Moment Demand (11' Moment arm,24" Duct) Dl ,= 384 lbs Wp+191# Dead Load (24" Duct) LTRIB 5.04 ft W = 25.48 plf Wind Demand F2 = 128.5 lbs LTRIBW Wind Load(18" Duct) M2 = 1413 lb-ft Moment Demand (11' Moment arm, 18" Duct) D2 = 243 lbs Wp+191# Dead Load (18" Duct) 11Rte 3.75 ft W = 25.48 plf Wind Demand F3 = 95.6 lbs LTRIBW Wind Load (18" Duct) M3 = 1051 lb-ft Moment Demand (11' Moment arm,18" Duct) 03 = 230 lbs Wp+191# dead Load (18" Duct) •-- Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma0Office 708 Broadway Suite 110 Designer: TQH Sheet 27 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Case 1(SEE SH.44) Factor of Safety Item Applied Capaaty Governing Load Combination - 600 nja Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning if 1.364 Over iur ng-2-2' 3.717 k-ft 5.071 k-ft +416004o.eow40.60H if 1,949 Skiing-X-X 0.2973 k 0.5795 k +0.600+0.60W+0.60H if nia 565ing-2.2 0.0 k 0.0 k No Siding ✓ nja Uplift 0,0 k 0.0 k No Upift Utilization Ratio Item Appled Capaoty Governing Load Combination -if 0.4497 Sal Bearing 0.8994 ksf 2,0 ksf 44.600+0;60w+0.6011about 1-2- rids- i 0.1343 Z Rexure(41() 1.735 k-ft 13.238 k-ft 40.900+W+0.90H i 0.04064 2Flexure(-X) 0.540 k-ft 13.233 k-ft +1.200+0.58Lr40,50L+W+1.60H ,yf 0.000530 Xflexure(+2) 0.003030 k-ft 15,152 k-ft +1.400+1.60H ✓ 0.000530 X Flexure(-2) 0.008030 k-ft 15.152 k-ft +1.400+1.6011 or 0.07267 1-way Shear'(+X) 5.450 pSt 75.0 psi 40.900+W+0.90H if 0.01575 i-ra'Shear(-X) 1,181 Psi 75.0 pp +1,200+0.50U-40.501+14'+1.60ft ry+ n/a I-way Shear(+2) 0.0 psi 75.0 psi nja 4? n/a 1-way Shear(-2) 0.0 psi 75.0 psi n/a 400 0.000344 i-way Punchog 0.05154 psi 150.0 psi +1..104+1,60H Case 2 (SEE SH.46) Pactix of Safety Item Appked Capaoty Governing Load Combination if n/-a Overturning-X-X 0.0 k-ft 0.0 k-ft .__�____ Nooverturnrsg� if 1.149 Overturning-7-2 1.692 k-ft 1.943 k-ft +0.60040.60W+0.6011 ,rf 4.123 Siding-X-X 0.1414 k 0.5829 k +0.600+0.60Yj+0.60H if nja Siring-2-2 0.0 k 0.0 k No Siding J Aja Us4ft 0.0 k 0,0 k Noltpkft Utilization Ratio Item Rooked Capacity Govethng Load Combination 4/ 0.9125 Sod Bearing. 1.825 ksf 2,0 kef +0.60D+U,60W+0.6011 about 2-Z aids if 0.01153 2 flexure(+1u) 0.1747 k-ft 15.152 k-ft 40.9004W.FO,9 if 0.001252 2Flexor e(-It) 0.01898 k-ft 15.152k-re +1.20C7+0.59Lr+0.SO1+1V+1.60H i0 0.01758 Xflexure(+2) 0.2335 k-ft 13.233 k-ft +1.400+1.60H /' 0.01758 X F4extre(-Z) 0,73335 k-ft 13.288 k-ft +1.400+i.60H i n/a 1-way Shear(+X) 0.0 psr 75.0 psi Tnja ` 4,00 0.0 a svayShear(-X) 0.0 psi 0.0 psi nja if 0.006812 i-way Shear(+2) 0.5109 psi 75.0 psi +1,400+1.60H ,fj 0.006312 1-way Shear(-2) 0.5109 poi 75.0 psi +1.400}1.6044 nta 2-way Punching 0.05154 psl 75.0 psi +1.400+1.60H -.) r ?`°'` a 4 4s ,, p�y• fit' 3k .y# f y iRtf..0 .:a 11„',` 4 X i d' s r`z ,* ,, ,f- , ` �.` 1 ,.c="$,a onpa USE 18"THK, FTG. PROVIDE(2) #4 LONG.T&B AND (6)#4 TRANS.T&B - ' `" Portland Office P E Si 9400 SW Barnes Road,Suite 100 d,Oregon 97221 Tacoma Office Project: 16-309 Date: 11/30/2016 708 Broadway Suite 110 PETERSON STRUCTURALENGINEERS Tacoma,Washington Designer: TQH Sheet 28 of 49 Enercalc .. .. Prit 1 3 NOVZitI6 2.'4951,1 General Section,Pro ert ,Calculator Fll'4201d11CRBR0-Y116.3081"3Xxs utEMv3Es,-4t1 veo7 B.ECt6 �. . . -,- , _ - . 8NERCALC,PIC.1983 21/16„BuAd616,6.TA/666.1B,6,7_: Lio.#:KW-06002408 licensee:PETERSON STRUCTURAL ENGINEERS Description, FRP 14" Final Section Properties o ar Total Area 5.464 in"2 Calculated final C.G.distance from Datum X cg Dist. 1 0.0 in Y cg Dist. 0.0 in Edge Distances from CG, K . +X : 7.020 in -X -7.020 in +Y 7.020 in -Y -7,020 in u m 10= 132.268 ina4 I yy= 132,268 in^4 Sxx: Y 18.842 in^3 Sxx:+Y18.842 in^3 $yy:-X 18.$42 in"3 • Syy tX 18.842 in"3 rxx 4.920 in rYY : 4.920 in General Shapes Circ:1 Radius= 7.020 in Thickness 0.125 in Rotation= 0 dec CCW Area= 5.464 in"2 Xcg= 0,000 in Ix*= 131268 in^4 Sxx= 18,842 in43 •Rxx= 4,920 in Ycg= 0.000 in iyy= 132.268 in54 Syy= .18.842 in^3 Ryy= 4.920 in Purled.3 NOV 20'B.2 53PN General Section Property Calculator File= x;12olsv1oRBRo- re409tiwN3rxs-rttEMv3Es 4vl /col-a.Fce ENERCALA INC,19812010,Buiid 6.16.6+7,Yer8,16.6.7 - .#: i. -t,t 1 411 T Ta1:l1i1.Wi)ilE411IZ1[•11g1:71R0i[eiIk1l4: Description: FRP 18" Final Sect/or/Properties nauun Total Area 7.035 in^2 I Calculated final C.G.distance from Datum: X cg Dist. 0.0 in Y cg Dist. 0,0 in Edge Distances from CO.; +X 9.020 in -X -9.020 in +Y i 9.020 in G-pawn, -Y =9.020 in lxx= '282.255 in^4 iyy= 282.255 in^4 Sxx:-8l 31.292 inA3 ;.,,; ` Sxx:+Y 31.292 in"3 Syy:-X ..31.292 in"3 Syy:+X 31.292 in"3 It xx 6.334 in r yy : 6.334 in - General Shapes Circ:1 Radius= 9.020 in Thickness 0.125 in Rotation= 0 dec CCW Area= 7.035 in^2 Xcg= 0.000 in hoc= 282.255 in"4 Sxx= 31.292 in^3 Mot= 6.334 in Ycg= 0.000 inn fyy= 282.255 in^4 Syy= 31.292 in^3 Ryy= 6.334 in Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 7ac Bradway Sgte 110 Designer: TQH Sheet 29 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington ppm aNOV Nit. 1+aPS;1 File=K;12016111Xi6RO-Y118-30960(3XXS-OEMY3ES-4111 00713 EG6 x General Section Property Calculator ENERrAtc iHcs �o,s,a�a_e,s6.�.ve�e1s.s Lic.#:KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description FRP 24" Final Section Properties 0,,,,, Total Area 14.001 in"2 Calculated final C.G.distance from Datum: X cg Dist. 0.0 in Y cg Dist. 0.0 in -,`• Edge Distances from CO.; +X 12.010 in -X -12.010 in +Y 12.010 in -Y .-12.010 in Ixx= 994.18 in"4 iyy= 994,18 in"4 Sxx: Y 82,779 in"3 y'--, Sxx:+Y 82.779 in"3 Syy -X 82,779 in"8 1 Syy:+X 82.779 in"3 rxx 8.427 in r yy 8.427 in General Shapes _Circ:1 Radius= 12,010 in Thickness 0.187 in Rotation= 0 dec CCW Area= 14.001 in52 Xcg= 0000 in txx= 994.179 in"4 Sxx= 82.779 in"3 Rxx= 8.426 in Ycg= 0000 in lyy= 994.179 in"4 Syy= 82.779 in"3 Ryy= 8.428 in ` Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 30 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Potted3 NOV 2016.3 2604.General SectiQn PrO a Calculator file x12Di811DRBRQ=Yt163081W3X)S-OlMV3S-411KWGo7 BECg EREEBCALC.H <1983-418,Buld*61610.31, 4e!'G,1B_{0.31_ Lk.#:KW.06Q02408 Licensee:P - • i - 1•7. 1 Description i SS 14"toga Final Section Properties Total Area 0.8203 inA2 lxx 4.970 inA4 Sxx:-Y 1.412 inA3 Calculated final C.G.distance from Datum: lyy 4.97Q in^4 Sx>r +Y 1.412 inA3 X cg Dist. 0.0 in Zxx 1.818 inA3 Syy -X ; 1.420 inA3 y cg Dist. 0.0 in Zyy 1.818 inA3 Syy;+X 1.420 inA3 Edge Distances from CG.: xx 2.462 In +X3.50 in +V 3.521 in ryy 2,462 in X -3.50 in .y -3.521 in Rotation of All Components deg CCW -- X:CG x Datum General Shapes Ciro:1 Radius= 7.000 in Thickness 0.038 in Rotation= 0 deg CCW Area= 0.00 10'2 Xcg= 0.000 in hoc= 0.000 inA4 Sxx= 0.000 in^3 Rxx= 0.000 in Ycg= 0.000 in lyy= 0.000 inA4 Syy= 0.000In^3 Ryy= 0.000 in `'" Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 TacomaProject: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer:ner: TALENGINEERS Tacoma,Washington g QH Sheet 31 of 49 Praufe,1 19110,/1 11:33IFM �8= o6Rsexs >E► ozaEc General Section Property Calculator k , CAn eCENERCALC,INC.1983 2016,pulid6i6.10.31,Ver6.16,1031 Lic.#:KW06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description SS 18'20ga Final Section Properties Total Area 1,056 in^2 lxx 10.602 inA4 Sxx:-Y 2.342 In"3 lyy 10.602 in^4 Sxx:+Y 2.342 inA3 Calculated final C.G.distance from Datum Syy;-X 2.356 in"3 X cg Dist. 0.0 in Zzit 3.012 in^3 Syy:+X 2.356 inA3 V cg Dist. 0.0 in Zyy : 3.012 inA3 Edge Distances from CG.: t xx '3.164 in +X 4.50 in y 4.527 in t YY 3.169 In -X -4.50 in •Y =4.527 in Rotation of All Components deg CCW Y Datum Y:CG --------- - 1 X: G X Datum General Shapes Circ:1 Radius= 9.000 in Thickness 0.038 in Rotation= 0 deg CCW Area= 0.000 in^2 Xcg= 0.000 in lxx= 0.000 in"4 Sxx= 0.000 inA3 Rxx= 0.000 in Ycg= 0.000 in lyy= 0.000 in°4 Syy= 0,000 inA3 Ryy= 0.000 in -- _,........- Portland Office S 9400 PSE W Barnes Road,Suite 100 Pot S ,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 32 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington 1 .. ... ._ Pnalr4:19 N04 2015.3 slPm Cen Ra=r120t6VDRBRo- 11s-309MNaxxs- F4\110Go7 13 Ec6eral ctiaPpb Property v@6- sS . ENERCAC,INC,1986-2016, Lac.#:KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description: SS 24°20ga Final Section Properties Total Area � 1.409 in°2 lxx 25.209 in^4 Sia:-Y 4,176 inA3 Calculated final C,G,distance from Datum: YY 25.209 in"4 Sxx:*Y 4.176 inA3 X cg Dist, 0.0 in Lot in"3 SYY--X 4.202 inA3 Ycg Qist. 0.0 in Zyy 5.366 inA3 Syy'+X 4:202 in 3 Edge Distances from CG, t XX 4.229 in +X 6.01n +Y 6.036 in r yy 4.229 in -K -6.0 in -Y , =6.036 in Rotation of All Components :. deg CCW Y Datum Y:CG— X:CG ,N,Datum General Shapes Circ.:1 Radius= 12,000 in Thickness 0.038 in Rotation= 0 deg CCW Area= 0.000 In"2 Xcg= 0.000 in lxx= 0.000 in"4 Sxx= 0.000 inA3 Rxx= 0.000 in Ycg= 0.000 in Iyy= 0.000 in04 Syy= 0,000;inA3 Ryy= 0.000 in Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 33 of 49 PETERSON STNUCTOIIALENGINEERS Tacoma,Washington ice' Fmos=a 30 flOV 2010 140Pti Steel Column File,x:120161DRBR0-Y116-309tWN3XXS-glEMV3E G07 .EC6 x ENERCALC IN0,1983-2016 Build:6,16 Ver616,10. : i .#. .t -1.40 •i: _i -. ' :1310;f141!FpI: 111p. 42kg.TI2tg4:i- Description: Alternative Pipe Support 6" Cole References Calculations per AISC 360-10,IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Steel Section Name: Pipe6 Std Overall Column Height 10.0 ft Analysis Method; Load Resistance Factor Top&Bottom Fixity Top Free,Bottom Fixed Steel Stress Grade Brace condition for deflection(buckling)along columns: Fy:Steel Yield 29.70 ksi X-X(width)axis E;Elastic Bending Modulus 29,000,0 ksi Unbraced Length for X-X Axis buckling=10.0 ft,K=2.1 Y-Y(depth)axis: Unbraced Length for Y-Y Axis buckling=10.0 ft,K=2.1 Applied Loads Service loads entered.Load Factors wilt be applied for calculations. Column self weight included 190.839 lbs`Dead Load Factor AXIAL LOADS... Axial Load at 10.0 ft,0=0.2542 k BENDING LOADS.., tat,Point Load at 10.0 ft creating Mx-x,W=0.5947,E=0.1989 k Moment acting about X-X axis,W=-0.5947,E=-0.1989 k-ft DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio 0.2804 .1 Maximum SERVICE Load Reactions.. Load Combination +1,20D+0.50Lr+0.50L+W+1.60H Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are,.. Top along Y-Y 0.0 k Pu 0.5341 k Bottom along Y-Y 0.5947 k _ 0.9 Mu-x -6.542 'Pn 80.921 k-ft k Maximum SERVICE Load Deflections... 0.9.Mn-x; 23.612 k-ft Along Y-Y 0.5099 in at 10.0ft above base for load combination:W Only - Mu-y 0.0 k-ft 0.9`Mn-y: 23.612 k-ft Along X-X 0.0 In at 0.0 ft above base for load combination: PASS Maximum Shear Stress Ratio= 0,01705 ;1 Load Combination +1.20D+0.50Lr+0.50L+W+1.60H Location of max.above base 0.0 ft At maximum location values are... Vu:Applied 0.5947 k Vn i Phi:Allowable 34.883 k Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @Top @ Rase @ Top @ Base +D+H k k 0.445 k +D+L+t f k k 0.445 k +D+Lr+H k k 0.445 k +D+S+H k k 0.445 k +D+0.750Lr+0.750L+H k k 0.445 k +D+0.750L+0.7505+H k It 0.445 k +D+0.60W+I{ k .0,357 k 0,445 k +D+0.70E+H k -0.139 k 0.445 k +D+0.750Lr+0.750L+0.450W+H k -0,268 k 0445 k +D+0,750L+0.750S+0.450W+11 k -0.268 k 0.445 k +D+0.750L+0.7505+0.5250E+H k -0.104 k 0.445 k _ +0.60D+0.60W+0.60H k -0.357 It 0.267 k +0.60D+0.70E+0.60H k 41139 k 0.267 k DOnly k k 0.445k Lr Only k k k L Only k k k __-- -S " Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Tacoma Project: 16-309 Date: 11/30/2016 Office 708 Broadway Suite 110 Designer: TQH Sheet 34 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Prntea.:201V0V 2016.146?".f Rte-k:20l6\lDRBRO Y116-30%WN3XXS-Q1EMly3lr57411KWG97 BEC6 - teal {�iolUm11",. ENERGALt;,INC:1983-2018,8634:6.16110.31,Var;8.1810:31<. Lic.#:KW-06002408 icensee: , - • S - C I I- I 1 - Description: Alternative Pipe Support 6" Maximum Reactions Nate:Only non-zero reactions are listed X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination ©Base ©Top @ Base @ Top ©Base S Only k k k W Only k -0:595 k k EOnly k -0,199 k k 11 Only ____ , k _. ; k . Y users M-e Loads jam------.-„\ i ., Q ri i IT L II Lead-4 ''' fit = ! I 1 8 631n Loads are total entered value,Arrows do not reflect absolute direction. ` ` y� Portland Office PSE 9400 SW BarnesRoad,Suite 100 TPortland,acoma Oregon BarnesRoad1 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 35 of 49 PEi1:RSONSTNUCNRpLENGINEERS Tacoma,Washington awrea 3i N0 20*?:s2Pk1 FUe=7�1291 t1DEteR0-Yt16-30911iIN3X7tS-0\ENIV ES;411KWGR7-B,ECS General FootingENERCALC,.INC,1983-2016,Build:6.16.10.31,Ver616,1O31 Lic.#..;'KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description Alternative Footings Code References Calculations per ACI 318-11,IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:ASCE 7-10 General information Material Properties Soil Design Values Pc:Concrete 28 day strength - 2.50 ksi Allowable Soil Bearing = 2.0 ksf f i::Rebar Yield - 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.ksi Soil Passive Resistance(for Sliding) = 200.0 pcf Concrete Density = 150.0 pcf Soil/Concrete Friction Coeff, = 0.30 pp Values Flexure 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel%Bending Reinf. - Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00090 when footing base is below = ft Min.Overturning Safety Factor - 1.0:1 Min.Sliding Safety Factor = 1.0:1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use fig wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max.length or width is greater than ft Use Pedestal wt for stability,morn&shear : No Dimensions Width parallel to X-X Axis = 4.083 ft Length parallel to Z-Z Axis = 4.083 ft z Footing Thickness = 18.0 in ,,, *14_, ,,,,, P -4.Ott E Pedestal dimensions.. 4 % A ' " A '- px:parallel to X-X Axis 15.0 in .f , : - pz:parallel to Z-Z Axis _ 15.0 ink - Height In '3 � i E Rebar Centerline to Edge of Concrete... f P f r ; cy at Bottom of footing = 3.0 In 0 Reinforcing - 'I" - Bars parallel to X-X Axis Number of Bars 4 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars - 4 Reinforcing Bar Size = # 4 Bandwidth Distribution Check (ACI 15.4.4.2) rn �•.� ... ..a h Direction Requiring Closer Separation nta #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 0.4450 k 08:Overburden ' ksf M tcx _ ------- k-ft__ - M-zz 6.541 2.188 k-ft_._._. V-x = 0.5947 0.1989 k V-z _ k �- Portland Office 9400 PSE SW Baines Road,Suite 100 S Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 36 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington - - - - Prrntedr40NOV 2G?5.1;52PM G CI@fat FO- ' File 4xt2UL6t?DRBRO-y06r3091WN3XX$-QlEMVaES=g11KWG07-B,ECs. ENE0CALC,1K©.1983-3016,0ui*Wi fe f0 31 V. G 16103i Lic.1t:KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description: Alternative Fcofngs DESIGN SUMMARY Design OK Mini Ratio Item Applied Capacity Governing Load Combination PASS 0.7290 Soil Bearing 1.458 ksf 2.0 ksf +0.60D+0.60W+0.60H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 1.152 Overturning-Z-Z 4.460 k-ft 5.140 k-ft +0.60D+0.60W+0.60H PASS 2.117 Sliding-X-X 0,3568 k 0.7553 k +0.600+0.60W+0.6QH PASS n/a Sliding-Z-Z 0,0 k 0.0 k No Sliding PASS nia Uplift 0.0 k 0.0 k No Uplift PASS 0.07915 Z Flexure(+X) 1,031 k-ft 13.022 k-ft +0.900+W+0.901 PASS 0.02080 Z Flexure(-X) 0.2709 k-ft 13.022 k-ft +1.20D+0.50Lr+0.50L+W+1.60H PASS 0.002879 X Flexure(+Z) 0.03749.k-ft 13.022 k-ft +1.400+1.60H PASS Q002879 X Flexure(-Z) 0,03749 k-ft 13.022 k-ft +1.400+1,601 PASS 0.05657 1-way Shear(+X) 4,243 psi 75.0 psi +0.900+W+0.90H PASS 0.002722 1-way Shear(-X) 0.2042 psi 75.0 psi +1.20D+1.60Lr+0.50W+1.60H PASS 0.000377 1-way Shear(+Z) 0.02826 psi 75,0 psi +1.40D+1.601 PASS 0.000377 1-way Shear(-Z) 0.02826 psi' 75.0 psi +1.40D+1.60H PASS 0.005916 2-way Punching 0.8873 psi 150.0 psi +0.90D+W+0.90H ......-- Portland Office S E9400 W Baines Road,Suite 100 Pot S ,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 37 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington .. .. .. Pnn!ea ase NUV 20?6,144P Fi[e=x:1201611DRBRO-Y116-3091WN3XXS‘0IEMV3ES 411KWG07-8.EC6t - Geperal Footing; ENERCALC,INCA19632016,60iid:6,1614,3i,Ver61610.31 lc.#. -4.01 1: tcensee: • - 7' -I -71 ' , Description: FOOTING ADJACENT TO TANK WALL Code References Calculations per ACI 318-11,IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Material Properties Soil Design Values Pc;Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 2.0 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 200.0 pcf Concrete Density = 150.0 pcf Soil/Concrete Friction Coeff, = 0,30 rp Values Flexure = 0,90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel%Bending Reinf, = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00090 when footing base is below = ft Mn.Overturning Safety Factor = 1.0:1 Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil PressureYes Allowable pressure increase per foot of depth Use fig wt for stability,moments&shears Yes _ ksf when max.length or width is greater than Add Pedestal Wt for Soil Pressure No ft Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to X-X Axis — 2.917 ft Length parallel to Z-Z Axis = 4,50 ft z Footing Thickness = 18.0 in - � A7,MA. , t x. Pedestal dimensions... , px:parallel to X-X Axis 20.0 in pz:parallel to Z-Z Axis 20.0 in *x Height ine'efr .„„.4--,, n a Rebar Centerline to Edge of Concrete.., a r,, o �. , at Bottom of footing = 3.0 in A0000,44�,,,,�;—10 i- ! w Reinforcing 2'-11 'l/16" Bars parallel to X-X Axis _ Number of Bars 5.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 3.0 Reinforcing Bar Size — # 4 ,;,,ei; Bandwidth Distribution Check (ACI 15.4,4,2) ii- t --~ _ c ,,r 4 Direction Requiring Closer Separation ig X X Axis �., ``' #Bars required within zone 78,7% #liars required on each side of zone 21.3% Applied Loads D Lr L S W E H P Column Load = 0.3280 k OB:Overburden = ksf _ M-xx = k-ft M-zz = 3.725 k-ft V-x = 0.3387 k V-z = k '� Portland Office PSE9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 38 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Ute. Pr:nte3 3o Nov:t1 .A14a t .. File=1020161113RBRO-Y)16-MANN3XxS-CAEMrE8-411KWGa7 B,EC6 General F•0 111g ENERCALC,lNN:1933-2916.Bufd:6.16.t0.31,Ver61$1031 Description FOOTING ADJACENT TO TANK WALL DESIGN SUMMARY Design OK Min,Ratio Item Applied . Capacity Governing Load Combination PASS 13.82 PASS 824 0 Soil Bearing 1.648 ksf 2.0 ksf +0.6013+0.60W+0.60H about Z-Z axis Overturning-X-X 0,0 k-ft 0.0 k-ft No Overturning PASS 1131 Overturning-Z-Z 2540 k-ft 2872 k-ft +0,60D+0.60W+0.60H PASS 2.907 Sliding X-X 0.2032 k 0.5907 k 40.60D+0.60W+0.601 PASS nia Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.02177 Z Flexure(+X) 0,3208 k-11 14.739 it-it 40.90D+W+0.90H PASS 0.003579 Z Flexure(-X) 0.05276,k-ft 14.739 k ft +1.20D+0.50Lr+0.50L+W+1,0011 PASS 0.002570 X Flexure(+Z) 0.03510 k-ft 13.660 k-ft . +1,4013+1,60H PASS 0,002570 X Flexure(-Z) 0,03510 k-ft 13.660 k-ft +1.40D+1.60H PASS n/a 1-way Shear(+X) 0,0 psi 75,0 psi n/a PASS 0,0 1-way Shear(-X) 0.0 psi 0.0 psi n/a PASS 0.000389 1-Way Shear(+Z) 0.02915 psi 75.0 psi +1.40D+1.60H PASS 0,000389 1-way Shear(Z) 0.02915 psi 75.0 psi +1.40D+1.601 PASS n/a 2-way Punching 0,8262 psi 75,0 psi +0.90D+W+0,90H A --."-' Portland Office 9400 SW Barnes Road,Suite 100 P 5 E Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: Nil Sheet 39 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Panted'30 Nov245.1.21Fm ilek20711BRBRoY110.3091W3xXS- lEMv3ES=411KWG07-B.EGG Combined Footing •aENERCAL , IN 19$3.2016,Bulid:6,16,10.31,Vera 16.1011 Lit.#:KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description: DOUBLE SADDLE FOOTING.CASE 1 Code References Calculations per ACI 318-11,IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Material Properties Analysis/Design Settings fo:Concrete 28 day strength 2,50 ksi Calculate footing weight as dead load? Yes fy:Rebar Yield60 ksi Calculate Pedestal weight as dead load? Na Ec:Concrete Elastic Modulus 3122 ksi Min Steel%Bending Reinf(based on'd) Concrete Density 150.0 pcf Min Allow%Temp Reinf(based on thick) 0.0018 :Phi Values Flexure: 0.9 Min.Overturning Safety Factor 1:1 Shear: 0.75 Min.Sliding Safety Factor 1:1 Soli Information Allowable Soil Bearing 2 ksf soil Bearing Increase Increase Bearing By Footing Weight Yes Footing base depth below soil surface ft Soil Passive Sliding Resistance 250 cf Increases based on footing Depth. . P Allowable pressure increase per foot ksf ist2 -wry f ir'Fnr)1 tr1 f;C-fit.Pti tt,;r'PA<,,..tti,r'rrrk tor f j r0.i when base of footing is below ft Coefficient of Soil/Concrete Friction 0.3 Increases based on footing Width Allowable pressure increase per foot ksf when maximum length or width is greater than ft Maximum Allowed Bearing Pressure 10 ksf (A value of zerainlpres no limit) Adjusted Allowable Soil Bearing 2,225 ksf (Allowable Soil Bearing adjusted for fooling weight and depth&width increases as specified by use).) Dimensions&Reinforcing Distance Left of Column#1 = 0.9167 ft Pedestal dimensions... As As Between Columns = 2.50 ft Bars left of Col#1 Count Size# Provided Req'd Distance Right of Column#2 = 0.9167 h Col#1 Col#2 Bottom Bars 4.0 4 0.80 0.6643 inA2 Total Footing Length - 4.333 ft Sq.Dim. 15.0 15.0 in Top Bars 4.0 4 0.80 0.6643 in42 Height = in Bars Btwn Cots Footing Width - 3,41711 Bottom Bars 4.0 4 0.80 0.6643 inA2 Footing Thickness = 18 in Top bars 4.0 4 0.80 0,6643ln"2 Rebar Center to Concrete Edge @ Top 3 In Bars Right of Col#2 Bottom Bars 4.0 4 0.80 0.6643 in^2 Rebar Center to Concrete Edge @ Bottom 3 in Top Bars 4.0 4 0.80 0.6643 inA2 _Applied Loads Applied @ Left Column D . Lr . L S 1N E W Axial Load Downward = 0,4490 k Moment(+CW) = 6.634 k-ft Shear(+X) -0,6031 k Applied @ Right Column Axial Load Downward - 0.230 k Moment(+GW) .- Shear(+X) = k ft k Overburden = ui 11111111 t r ui 4-il4 .441* r Ati , Z-6^ , -1i1' 4'-4-lits Portland Office PSE 9400 SW Barnes Oregon Road,Suite 100 TacomaPortland,Office n97221 Project: 16-309 Date: 11/30/2016 Office 708 Broadway Suite 110 Designer: TQH Sheet 40 of 49 PETERSON STRIICTURALENGINEERS Tacoma,Washington ..... _ ._-Proted.3aNOV:416.1.21PM Combined Footin ISIe=KA201N11CtR8RC4'Yt�Gg-3�0NNY�t3){}i5-iNEMV3ES7VIO/907 8,EC6" - C,y ll.'.19832016.Bu11d;6,1610.31 Vet:6.1E1033i Lic.#:KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description; DOUBLE SADDLE FOOTING,CASE 1 DESIGN SUMMARY Design OK Factor of Safety Item Applied Capacity Governing Load Combination 4.52 PASS 1.116 Overturning 3 kft- 5.050 k ft +0.600+0-60W PASS 1.995 Sliding -0.3619 k 0.7219 k +0,600+0.60W PASS No Uplift Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied, _ Governing Load Combination PASS 10.9565 Soil Bearing 2.128 ksf 2,225 ksf +0.60D+0.60W �_. — PASS 0.04932 1-way Shear-Col#1 3,699 psi 75.0 psi +1.200+W PASS 0.04932 1-way Shear-Col 112 3,699 psi 75.0 psi +1.200+W PASS 0,004741 2-way Punching-Col#1 C.7i 12 psi 150.0 psi +1,20D+W PASS 0.008246 2-way Punching-Col#2 1.237 psi 150.0 psi +1.200+W PASS No Bending Flexure-Left of Col#1-Top 0.0k-ft 0.0 k-ft N/A PASS 0.01796 Flexure-Left of Col#1 Bottom 0.9519 k-ft 53.008 k-ft +0.9013+W PASS 0,07718 Flexure-Between Cols-Top -4.091 k-ft 53.008 k-ft +1.200+W PASS No Bending Flexure-Between Cols-Bottom 0.0 k-ft 0.0 k-ft N/A PASS 0.000690 Flexure-Right of Col#2-Top -0.03660 k-ft 53.008 k-ft +1.200+W PASS .0000760 Flexure-Right of Col#2-Bottom 0:004055 k-ft 53.008 k-ft +1.400 -` -- __'', Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon97221 TacomaProject: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 41 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington :.. .. erK0P0 30 NOV 2018,1.2.8PN, General FootingFile,x:l2Ots+lDRBRO-1116-3091WN3XXS-01EMV3ES 4liKWO07 B.EC6 ENgRCA 0,14,183--Q16,Build a 1610.3t,irsrs 16,la ar - Lic.#:KW-06002408 Licensee: •E • I -IC 1- N Description DOUBLE SADDLE FOOTING CASE 2 Code References Calculations per ACI 318-11,IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Material Properties Soil Design Values fc;Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 2.0 ksf fy';Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122,0 ksi Soil Passive Resistance(for Sliding) 200.0 pcf Concrete Density - 150.0 pcf Soil/Concrete Friction Coeff. - 0.30 tp Values Flexure = 0.90 Shear f 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface ft Min Steel%Bending Reinf, Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. 0.00090 when footing base is below - ft Min,Overturning Safety Factor = 1.0 ;1 Min,Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use fig wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure Na when max.length or width is greater than ft Use Pedestal wt for stability,mom&shear No = Dimensions Width parallel to X-X Axis = 3.417 ft Length parallel to Z-Z Axis - 4.333 ft Footing Thickness .= 18.0 in + w.*„=„-**.. - Load location offset from footing center... r t.f ez:PdltoZ-ZAxis = 15in Pedestal dimensions... :x Ppx:parallel to X-X Axis - 15.0 ir1 _ Height arallel to Z-Z Axis = 15.0;n " * m Rebar Centerline to Edge of Concrete.,. d � �** at Bottom of footing - 3.0 in 3 -> , -- -—l_v, N ii W ReinforcingT.t.1116" Z Bars parallel to X-X Axis Number of Bars - 5.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 4.0 Reinforcing Bar Size = # 4 i-11413y -4-YJBaa.. Bandwidth Distribution Check (ACI 15,4.4.2) h I--e- n tzs sa;, ".. ��--> -'' Direction Requiring Closer Separation I . '"''"'°�' "' #Bars required within zone #Bars required on each side of zone Applied Loads D Lr L S W E H P:Column Load = 0.580 k OB:Overburden ksf M-xx = k-ft M-zz = 2.604 k-ft V-x = _ 0.2368 �_. k V-z = k _ ''"---..—_,__..„„...---m' Portland Office PSE 9400 SW Barnes Road,Suite 100 Pot nd,Oregon97221 Taco Project: 16-309 Date: 11/30/2016 Tacoma Ofce 708 Broadway Suite 110 Designer: TQH Sheet 42 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Pieen:50t+nv2M0 2:4rm GeneralFooting 91e042016f1146nR0-y\16-3091WNaXXS701EMV3ES-411KW907 a.EC5 ENERCALC lNe.1983.2416,Budd:6.16,1aa1,Ver6,16.10.31-. Lic.#::KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description DOUBLE SADDLE FOOTING CASE 2 DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.2356 Soil Bearing 0,4712 ksf 2.0 ksf +D+0,60W+H about Z-Z axis PASS nla Overturning-X-X 0.0 k-ft 0.0 k t No Overturning PASS 2.258 Overturning-Z-Z 1,776 k-fl 4.009 k-ft +0.60D+0,60W+0,60H PASS 4.955 Sliding-X-X 0,.1421 k 0.7040 k +0.60D+0.60W+0.60H PASS nla Sliding-Z-Z 0.0 k . 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.01285 Z Flexure(+X) 0.1966 k-ft 15.296 k-ft +0.90D+W+0.90H PASS 0.008710 Z Flexure(-X) 0.1332 kft 15.296 k ft +1.20D+0,54lr+0.50L+W+1.6011 PASS 0.000398 X Flexure(+Z) 0.006176 k-ft 15.513 k-ft +1.40D+1.60H PASS 0.000174 X Flexure(-Z) .0.002701 k-ft 15.513 left +1.40D+1.60H PASS nla 1-way Shear(+X) 0,0 psi 75.0 psi nla PASS 0,0 1-way Shear(-X) 0.0 psi 0.0 psi n/a PASS n/a 1-way Shear(+Z) 0.0 psi 75.0 psi n/a PASS 0.000771 1-way Shear(-2) 0.05780 psi 75,0 psi +1.400+1.60H PASS n/a 2-way Punching 0.1424 psi 75,0 psi . +1.40D+1,60H `'"`- -. — Portland Office SW Barnes Road,Suite 100 P 5 E9400Portland,SW Oregon oad1 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 43 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington .. - Proud,30 NOV 2016,.1,13Akt ' File.0201611pR880.7Y116-3091WN3XXS-41EMV3ES-411KWG07-8,Ec6 Gene_ , �DOting ENERCALC,INC;tea32016 Build61610,Y4:06.10.31 Lie.# KW-06002408 Licensee:P •S• 5 •1 C X7.1 - Description: DOUBLE INTERSECTION FOOTING CASE 1 Code References Calculations per ACI 318-11,IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Material Properties Soft Design Values It:Concrete 28 day strength 2.50 ksi Allowable Soil Bearing 2.0 ksf fy Rebar Yield = 60.0 ksl Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus - 3,122.0 ksi Soil Passive Resistance(for Sliding) = 200.0 pcf Concrete Density •- 150,0 pcf Soil/Concrete Friction Coeff. - 0,30 cp Values Flexure = 0.90 Shear = 0.750 Increases based on tooting Depth Analysis Settings Footing base depth below soil surface ft Min Steel%Bending Reinf: 4= Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00090 when footing base is below = ft Min.Overturning Safety Factor = 1.0:1 Min.Sliding Safety Factor - 1.0;1 Increases based on footing plan dimension Add Fig WI for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt.for Soil Pressure No when max,length or width is greater than Use Pedestal wt for stability,mom&shear Na Dimensions Width parallel to X-X Axis = 5.250 ft Length parallel to Z-Z Axis = 2,0 ft Footing Thickness = 18.0 in Z , - Pedestal dimensions...` sr� sl ,1 C ` '- X px:parallel to X-X Axis = 15.0 In a ii, -f 'l° l',� l ;` _.— z:parallel to Z-Z Axis = 15.0 in F - p r Height - in * r 4 �,,' Rebar Centerline to Edge of Concrete... `t �- 7 *4 i atBottom of footing 3.0 in 5� ,- lay1 si s of ,r, i.,,1,;,, ,,,,r,',44. rt�r ''"" Reinforcing f ,i- , Bars parallel to X-X Axis " t -- li - -� � # _ Number of Bars - 2,0 Reinforcing Bar Size - # 4 Bars parallel to Z-Z Axis Number of Bars = 0.0 Reinforcing Bar Size = # 4 X.aae,ro ,P- :. Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation ig Z-Z Axis #Bars required within zone 55.2% n 17-: . m s_ : --,j #Bars required on each side of zone 44,8% Applied Loads 0 Lr L S W E H P:Column Load =t 0.8570 k OB:Overburden = ksf M-xx = k-ft - M-zz 5.451 k-ft V-x _ 0.4955 k V-z = k 1 —..-- Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 H Sheet 44 of 49 Designer: TQH STRUCTURAL ENGINEERS Tacoma,Washington g Q Prr:r4:3014OV 2416.1.85PM y File 7 x;120100DRBR0-Y116-3091wN3X0-OIEMV3E5 4t11(w907-B Eco General Footing ENERCALG,INC,1903-2R16,Buadfi18193tiVer6161031 Description DOUBLE INTERSECTION FOOTING CASE 1 DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity. Governing Load Combination PASS 0.4497 Soil Bearing 0.8994 ksf 2.0 ksf +0.600+O.60W+0.60H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 1.364 Overturning-Z-Z 5.717 k-ft 5.071 k-ft +0.60D+Q.60W+0.60H PASS 1.949 Sliding-X-X 0.2973 k 0.5795 k +0.60D+0.60W+0.60H PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1343 Z Flexure(+X) 4 785 k-ft 13288 k-ft +0,900+W+0,90H PASS 0,04064 Z Flexure(-X) 0.540 k-ft 13.288 k-ft +1.200+0.50Lr+0.50L+W+1.60H PASS 0.000530 X Flexure(+Z) 0.008030 k-ft 15.152 k-ft +1.400+1.60H PASS 0.000530 X Flexure(-Z) 0.008030 k-ft 15.152 k-ft +1.40D+1.60H PASS 0.07267 1-way Shear(+X) 5.450 psi 75.0 psi +0,900+W+0.90H PASS 0.01575 1-way Shear(-X) 1.181 psi 75.0 psi +1.200+0.50Lr+0.50L+W+1.60H PASS rile 1-way Shear(+Z) 0.0 psi 75.0 psi n/a PASS n/a 1-way Shear(-Z) 0.0 psi 75.0 psi n/a PASS 0,000344 2-way Punching 0.05154 psi 150.0 psi +1A0D+1.601-1 `"---- =--' Portland Office p 5 E9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 45 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington Pnrited!3e NOV 20''1 240FM General Footing File=x:tzots1ioRaRo-lli3091WN3xxs-QIEMV3Es-4riictNco7-e.>=C6 ENERCALC,INC;19832016,Buid*1 .10,31,Ve6.100,31 - Lic.rf:KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description: DOUBLE INTERSECTION FOOTING CASE 2 CodeReferences Calculations per ACI 318-11,IBC 2012,CBC 2013,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Material Properties SOH Design Values fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 2:0 ksf fy:Rebar Yield - 60.0 ksi Increase Bearing By Footing Weight = No Ec Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 200.0 pcf Concrete Density = 150.0 pcf Soil/Concrete Friction Coeff. = 0.30 ip Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Foptirtg base depth below soil surface _ ft Min Steel%Bending Reinf. = Mow press.increase per foot of depth = ksf Min Allow%Temp Relnf. = 0,70090 when footing base is below = ft Min Overturning Safety Factor = 1.0 ;1 Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Fig Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes _ ksf Add Pedestal Wt for Soil Pressure NoWhen max.length or width is greater than Use Pedestal wt for stability,morn&shear -• No Dimensions Width parallel to X-X Axis = 2.0 ft Length parallel to Z-Z Axls = 5.250 ft Footing Thickness = 18.0 in Pedestal dimensions,., x px:'parallel toXXAxis 15.0 in ''" .,.-24•44.' pz:parallel to Z-Z Axis = 15.0 in - Fleight - in M Rebar Centerline to Edge of Concrete.,. to at Bottom of footing = 3.0 in . . r it Reinforcing 2..c. W Bars parallel to X-X Axis Number of Bars 6.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars 2.0 Reinforcing Bar Size = # 4 _.. . _ �_... a Bandwidth Distribution Check (AC115.4.4.2) _ 6440., P- - -- Direction Requiring Closer Separation ig X-X Axis n #Bars required within zone 55.2°le tr. ,44444-4*, `: rrr #Bars required on each side of zone 44.8% Applied Loads D Lr L S W E H P t Column Load = 0.8758 k OB:Overburden - ksf M-xx = k-ft - M-zz = _ 2.466 — k-ft V-x 0.2356 - —-k V-z = k "� Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 H Sheet 46 of 49 Designer: TQH Tacoma,Washington g Q .: _ .. pr 10.88 Mnv 2118 2 40P1,1 _. File.7.* Q1EMV3fs-4l1Kv4GQ7-B.EC6 QeTtera��i�?ia1t111C�' ENERCALC]NCA981-2016 Bern-00.10.3t,Ver6.16.10.31 '. t-ic.#:KW-06002408 Icensee: - - a' U I-(.I ' - Description: DOUBLE INTERSECTION FOOTING CASE 2 DESIGN SUMMARY Design OK Mtn.patio Item Applied Capacity Governing Load Combination PASS 0.9125 Soil Bearing 1.825 ksf 2.0 ksf +0.60D+0.60W+0.60H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 1.149 Overturning-Z-Z 1.692 k-fl 1.943 k-ft +0.60D+0.60W+0.60H PASS 4.123 Sliding-X-X 0.1414 k 0.5829 Is +0.60D+0.60W+0,60H PASS n/a Sliding-Z-Z 0,0 it 0,0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.01153 Z Flexure(+X) 4.1747 k-ft 15.152 k-ft +0.90D+W+0.90H PASS 0.001252 Z Flexure(-X) 0,01898 It-ft 15.152 k-ft +1,20D+0,50Lr+0.50L+W+1,60H PASS 0,01758 X Flexure(+2) 0.2335 k-ft 13.288 k-ft +1.40D+1,60H PASS 0.01758 X Flexure(-2) 0.2335 k-ft 13.288 k-ft +1.40D+1.60H PASS n/a 1-way Shear(+X) 0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi nla PASS 0.006812 1-way Shear(+Z) 0.5109 psi 75.0 psi +1.40D+1.60H PASS 0.006812 1-way Shear(-2) 0.5109 psi 75.0 psi +1.40D+1.601-1 PASS n/a 2-way Punching 01424 psi 75.0 psi +1.40D+1,60N `'" ` Portland Office '� SW Barnes Road,Suite 100 P 5si 75.0 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 47 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington .. .. .. - - Prm:61.30 NOV 2616,1;55PM Pole FOOtin'Ig Embedded in Soil FIe=x12o1611DRBR0-Y116.3o41WN3XXS,:plEMV3E5-4ti1K1NGo7-B.t-CO E1 ERCALG 1NC,198-2016,Bul 616 f0.31.Ver6•1640,1 _ t - -1.t t 4t R[q ii:1414:14AZ Ic Z Ili fittaiVtc111144;4. Description: Embeded Post Option Code References Calculations per IBC 2012 1807.3,CBC 2013,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Pole Footing Shape Circular Pole Footing Diameter..,........ 18.0 in r.Kr -+ , Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 250.0 pcf I Max Passive. .. .. 1,500.0 Psf -- �- Controlling Values b Governing Load Combination +D+0,60W+H Lateral Load 0.3619 k j Moment . 3.980 k-ft NO Ground Surface Restraint Pressures at 113 Depth i Sad Sumac. Nara.'r2straml .i Actual 403.516 Psi �� i Allowable 'max °� t. a 404.527 Psi �� 4�4 � �r, 4� ' i ,,4,- s.nn1 >sr�a� xr, t¢� ;fir" N Mnll �e Deft , x + W ` Footing Base Area 1,767 ft"2 1 i 0 Maximum Soil Pressure 0.2541 ksf : laol„s Demeter.t'5' Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (kit) Vertical Load (k) 0:Dead Load k k/lt 0.4490 k Lr Roof Live k kilt k L:Live k k/ft k S:Snow k Rift k W:Wind 0.6031 k k/ft k E:Earthquake .0,2742 k kilt k H:Lateral Earth k klfl k Load distance above TOP of Load above ground surface ground surface 11.0 ft 8 BOTTOM of Load above ground surface ft Load Combination Results b' ...... ..S�� , t �a P0111 ` 'i-,',":1:74:.2.',.''4.-;744',',. .'.''..,, ,;fig; fk T : s " 4* , y , RtWk y rLoapGmin5lii1rbd tivate =t } 7e o 4 ps >k or, : B . .,,_ _ _ a.__ . � a-. . ._„.w _i, _. :„„.,,,L_,rr Via___ r . z �„ +D+H 0.000 0.000 0.13 0.0 0.0 1.000 +D+L+H 0,000 0.000 0.13 0,0 0.0 1.000 4D+Lr+H 0,000 0.000 0.13 0.0 11.0 1.000 +D+S+H ,0.000 0.000 0.13 0.0 0.0 1,000 +D+0.7501-00.750L+H 0,000 0,000 0.13 0.0 0.0 1.000 +D+0.750L+0.750S+H 0,000 0.000 0.13 0,0 0.0 1.000 +0+0.60W+H 0.362 3.980 4.86 403.5 404:5 1.000 _ +D+0.70E+H 0.192 .2.111 3,88 319.8 321.0 1.000 +D+0,750Lr+0.750L+0.450W+H 0,271 2.985 438 363.2 363.9 1.000 ` ....- Portland Office PSE 9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 16-309 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 48 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington g Q _ Rm:.d SO WV 24166 1:55RM PoleFao#in Embedded in Soil Fla=x:12016VIDJIBRO-)116-309WN3%X8-Q1EMY3ES-4l1KWG07-9EG6 Footing.. • _ ,_de., ENERCALt, .1983-2016,Butd:6,16,10.31,vec6.16,10.31 Lic.#:KW-06002408 Licensee:PETERSON STRUCTURAL.ENGINEERS Description: Embeded Post Option +D+0.750L+0.750S+0.450W+H 0.271 2.985 4.38 363.2 363.9 1.000 +D+0,7501.+0.7505+0.5250E+H 0.144 1.584 3.50 288,7 289.0 1.000 t0.600+0.60W+0.60H 0.362 3.980 4,68 403.5 404.5 1.000 +0.60D+0.70E+0.60H 0.192 2.111 3.88 319.8 321.0 1.000 J.-^ Portland Office psE9400 SW Barnes Road,Suite 100 Portland,Oregon 97221 Project: 1 6-3 09 Date: 11/30/2016 Tacoma Office 708 Broadway Suite 110 Designer: TQH Sheet 49 of 49 PETERSON STRUCTURAL ENGINEERS Tacoma,Washington r RECEIVED 6 DURHAM ciTyrwco ,2TI?G°A1 BUILDING DIVISION FERMENTER DUCTWORK REPLACEMENT • PROJECT NO . 6835 . 001 r ADVERTISEMENT TO BID Sealed Bids will be received by Randy Naef,Project Manager, at the office of Clean Water Services (District) located at 16060 SW 85th Avenue, Tigard, Oregon 97224 (District's office), until 2:00 p.m. local time, on December 20, 2016, for the DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 (Project). Any Bids received after the specified time and date will not be considered.No electronic submissions will be accepted.First-Tier Subcontractor Disclosure Forms must be delivered to the same location at or before 4:00 p.m. local time on the same day in a separate envelope from the Bid. The Bids will be publicly opened and read at 4:00 p.m.local time on December 20,2016 at District's Office. The Work is a public works project subject to ORS 279C.800 to 279C.870. The Work under this Contract will consist of, but is not limited to the following: furnishing the labor, materials and equipment necessary to construct a new odorous air ductwork system and connecting it to the Solids Building and four gravity thickening and WASSTRIP tanks to the suction piping to the fermenter biofilter fans (Work) on the Project. The Work is further described in the Scope of Work contained in Exhibit A to the Contract. Contractors will be required to comply with the Special Terms and Conditions included in Exhibit A and the Work shall meet the requirements set forth in Exhibit A. The site of the Work is located at District's Durham Wastewater Treatment Plant at 16580 SW 85th Avenue, Tigard, OR 97224(Site). The estimated construction cost of the Work is $150,000. The Bidding Documents are entitled DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001. Bidders may request an electronic copy of the Bidding Documents from DISTRICT's website at http://bids.cleanwaterservices.org by selecting the title of the Bidding Documents and completing the section to request the document package. This information will be accumulated for a Bid Holders List, which is available on the website, and your email will be used to send you automatic notifications when District posts a new document or changes information related to the Bidding Documents. Bidders are responsible for obtaining any Addenda by using the link provided in the automatic email. If you would also like to receive notifications by RSS feed, you may subscribe to District's Open Solicitations RSS feed at http://bids.cleanwaterservices.org. To view and obtain the Bid Holders list, and Bid results,visit District's website at http://bids.cleanwaterservices.org under the title of the Bidding Documents. For assistance with the website and other administrative issues, contact Jane Nishizaki by phone(503) 547-8175 or by email to nishizakij@cleanwaterservices.org). For technical issues, contact Randy Naef, the Design Engineer by phone at(503) 547-8183 or by email to naefr@,cleanwaterservices.org. Ms. Nishizaki and Mr. Naef are both located at District's Office. Each Bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the Total Bid Price payable to District as a guarantee that the Bidder,if its Bid is accepted, will promptly execute the Agreement. A Bid shall not be considered unless one of the forms of Bidder's security is enclosed with it. Each Bid must contain a statement as to whether a Bidder is a Resident Bidder as defined by ORS 279A.120. TSIO/15 Advertisement to Bid Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 1 The Bidder shall guarantee the Lump Sum Price for a period of 60 calendar days from the date of Bid opening. MANDATORY PRE-BID CONFERENCE AND VISIT TO SITE: Prospective bidders are required to attend a pre-bid conference and Site visit that will begin at 10:00 a.m. on December 13, 2016, at District's office, and will be followed by a Site visit. The purpose of the conference and Site visit is to discuss the scope of the Project and bidding requirements and to acquaint Bidders with Site conditions.Detailed technical questions may be submitted in writing but they will be answered,if warranted, by addenda later. Oral statements may not be relied upon and will not be binding or legally effective. Prior to submission of its Bid,Bidder shall be licensed with the Oregon Construction Contractors Board as required by ORS 701.055, and thereafter comply with the requirements of ORS 701.035 to 701.137. Bidders need not be licensed under ORS 468A.720 (regarding licensing of contractors on projects involving asbestos abatement.) Bidders shall be qualified in accordance with the applicable parts of ORS 279C in order to submit a bid for public work in Oregon. District reserves the right to cancel this solicitation or reject any Bid that does not comply with all prescribed public bidding procedures and requirements, including the requirement to demonstrate the Bidder's responsibility under ORS 279C.375(3)(b). District may reject for good cause any Bids after finding that doing so is in the public interest. TSIO/15 Advertisement to Bid Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 2 y CLEAN WATER SERVICES INVITATION TO BID INSTRUCTIONS TO BIDDERS DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 1. GENERAL CONDITIONS. 1.1 DISTRICT'S RIGHT TO CANCEL, DELAY OR SUSPEND. District reserves the right to cancel this solicitation or reject any or all Bids, for good cause,upon a finding by District that it is in the public interest to do so. 1.2 BIDS NOT A BASIS FOR OBLIGATIONS. This Invitation to Bid does not constitute an offer to contract and does not commit the District to award a Contract to anyone, or to pay any costs incurred to prepare and submit Bids. 2. MANDATORY PRE-BID CONFERENCE. A pre-bid conference will be held on December 13,2016 at 10:00 a.m., at the Treatment Plant Services Building,located at 16060 SW 85th Ave., Tigard,or 97224. Attendance at the pre-bid conference is required. 3. DESCRIPTION OF WORK. 3.1 The work includes furnishing the labor, materials, and equipment necessary to construct a new odorous air ductwork system and connecting it to the Solids Building and four gravity thickening and WAS STRIP tanks to the suction piping to the fermenter biofilter fans (Work) for the Durham Fermenter Ductwork Replacement Project No. 6835.001 (Project), as further described in the Scope of Work contained in Exhibit A of the Contract, attached hereto and incorporated herein. Bidders will be required to comply with the Special Terms and Conditions included in Exhibit A and the Work shall meet the requirements set forth in Exhibit A. 4. COPIES OF BIDDING DOCUMENTS. 4.1 Complete sets of Bidding Documents must be used in preparing Bids. District does not assume any responsibility for errors or misinterpretations resulting from use of incomplete sets of Bidding Documents. Bidders may download an electronic copy of the Bidding Documents by completing the section to request the document package on District's website at http://bids.cleanwaterservices.org (under the solicitation titled Durham Fermenter Ductwork Replacement Project No. 6835.001). Bidder's information will be accumulated for a Bid Holders List, which is available on the website, and Bidder's email will be used to send automatic notifications when District posts a new document or changes information related to the Bidding Documents. If problems are Instructions to Bidders Page 1 Durham Fermenter Ductwork Replacement Project No. 6835.001 experienced downloading the Bidding Documents, please contact Jane Nishizaki at the _ District's Office at 503-547-8175. 4.2 Bidders are responsible for obtaining any addenda from either District's website http://bids.cleanwaterservices.org under the Bidding Documents Title or by using any links provided in automatic emails that may come from District. If prospective Bidders would also like to receive notifications by RSS feed,you may subscribe to District's Open Solicitations RSS feed at http://bids.cleanwaterservices.org and you will be notified when an Addendum to or clarifications of the Bidding Documents have been posted. 4.3 Bidding Documents made available on the above terms are only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. 5 QUALIFICATIONS OF BIDDERS. 5.1 To demonstrate qualifications to perform the Work, the apparent Successful Bidder and other Bidders as determined by District,must be prepared to submit within seven days after District's written request, evidence such as financial data, previous experience,present commitments, and other such data as may be called for in the Bidding Documents. 5.2 Each Bid must contain evidence of Bidder's qualifications to do business in the state where the Project is located or covenant to obtain such qualification prior to Contract award. - 5.3 Bidders for public work in Oregon shall be qualified in conformance with ORS Chapter 279C. 5.4 Nothing indicated herein will prejudice District's right to seek additional pertinent information as provided in Article 16—Evaluation of Bids of this Section. 5.5 Bidders and every subcontractor performing Work on the Project must have filed with the Construction Contractors Board a public works bond in the amount of $30,000 with a corporate surety authorized to do business in the State of Oregon before starting Work on the Project unless exempt under ORS 279C.836(4), (7), (8), or(9). Bidders must require in every subcontract that the subcontractor have a public works bond filed with the Construction Contractors Board before starting Work on the Project unless exempt under ORS 279C.836(4), (7), (8), or(9). 6 LICENSING REQUIREMENTS. 6.1 A person, partnership, corporation, limited liability company or joint venture shall have a current,valid license issued by the Oregon Construction Contractors Board, as _ required by ORS 701.055 (or Landscape Contractors Board, if applicable), prior to submitting a Bid to do Work as a contractor or subcontractor. Instructions to Bidders Page 2 Durham Fermenter Ductwork Replacement Project No.6835.001 6.2 The public contract to be awarded does not involve asbestos abatement work, and Bidders bidding on this public contract are not required to be licensed with the Department of Environmental Quality pursuant to ORS 468A.720. 7 ENVIRONMENTAL AND NATURAL RESOURCES LAWS AND REGULATIONS. 7.1 Bidder's attention is directed to Exhibit B of the Contract, which contains the ordinances and regulations dealing with the prevention of pollution and preservation of natural resources which may affect the performance of the Work. Bidder shall take such ordinances and regulations into consideration in preparing and submitting its Bid. 8 INTERPRETATIONS AND ADDENDA. 8.1 All questions about the meaning or intent of the Bidding Documents are to be directed to Randy Naef by email to naefr@cleanwaterservices.org,fax number(503)547-8183 or to him at District's Office, located at 16060 SW 85th Avenue, Tigard, OR 97224. Questions shall be submitted in writing only (i.e., mail, fax, or e-mail). Additions, deletions, or revisions to the Bidding Documents considered necessary by Mr. Naef in response to these questions will be issued by Addenda and an automatic email containing a link to the Addendum will be delivered to all parties recorded by District as having received the Bidding Documents. Questions received less than five days prior to the date of Bids may not be answered. Only answers to such questions issued by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 8.2 Addenda may also be issued to make other additions, deletions, or revisions to the Bidding Documents. Bidders shall acknowledge receipt of all Addenda on the Bid Form in the appropriate space. 8.3 Bidders shall make no special interpretation or inference of intent from differing formats in the Technical Specifications. 9 BIDDER'S EXAMINATION OF BIDDING DOCUMENTS AND SITE. 9.1 It is the responsibility of each Bidder before submitting a Bid: A. To examine thoroughly the Bidding Documents and other related data identified in the Bidding Documents; B. To attend the mandatory pre-bid meeting and Site visit and to become familiar with local conditions that may affect cost,progress, or performance of the Work; C. To consider federal, state, and local Laws and Regulations that may affect cost, progress, or performance of the Work; Instructions to Bidders Page 3 Durham Fermenter Ductwork Replacement Project No. 6835.001 D. To study and carefully correlate the Bidder's observations with the Bidding Documents; and E. To promptly notify District of all conflicts, errors, ambiguities, or discrepancies in or between the Bidding Documents and such other related data. 9.2 Information and data reflected in the Bidding Documents with respect to underground facilities at or contiguous to the Site are based upon information and data furnished to District and by the owners of such underground facilities or others, and District does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions. 9.3 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations,investigations,explorations,tests,and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface,and underground facilities)at or contiguous to the Site or otherwise which may affect cost, progress, or performance of the Work and which the Bidder deems necessary to determine its Bid for performing the Work in accordance with the time, price, and other terms and conditions of the Bidding Documents. 9.4 On request a minimum of five calendar days in advance, District will provide each Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a Bid. Location of any excavation or boring shall be subject to prior approval of District and applicable agencies. Bidder shall fill all holes, restore all pavement to match existing structural section, and shall clean up and immediately restore the Site to its former condition upon completion of such explorations. 9.5 The lands upon which the Work is to be performed,rights-of-way, and easements for access thereto and other lands designated for use by the CONTRACTOR in performing the Work are identified in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the CONTRACTOR. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the District unless otherwise provided in the Bidding Documents. 9.6 BRAND NAME. All references to brand names in District's specifications shall be construed as the brand name product listed or a product that is equal to or better in quality,function,performance and durability. All proposed equal products shall be subject to District's written approval. All proposed equal products must be approved prior to submission of a Bid.Requests for the approval of proposed equal products must be submitted to Randy Naef, (503) 547-8183. 9.7 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Paragraph 9 and the following: Instructions to Bidders Page 4 Durham Fermenter Ductwork Replacement Project No.6835.001 A. The Bid is premised upon performing the Work required by the Bidding Documents without exception and such means,methods,techniques, sequences, or procedures of construction(if any) as may be required by the Bidding Documents; B. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies in the Bidding Documents and the written resolution thereof by ENGINEER is acceptable to the Bidder; C. Bidder attended the mandatory pre-bid conference; and D. The Bidding Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the Work. 10 SUBCONTRACTORS, SUPPLIERS, AND OTHERS. 10.1 ORS 279C.370 requires Bidders for Public Improvement Projects exceeding$100,000 to submit a disclosure form identifying first-tier Subcontractors that will furnish labor or labor and materials equal to five percent or more of the total Contract Price, but at least $15,000; or$350,000,regardless of percentage of the total Contract Price. If no Subcontractors are subject to the disclosure requirements, "NONE" shall be indicated on the form to be provided. Subcontractor disclosure forms not submitted with the Bid shall be submitted within two working hours of Bid closing. If Bidder fails to submit a disclosure form with the information required by the stated deadline,the Bid will be rejected. 10.2 The definition of a Subcontractor does not include Suppliers who provide materials only. 10.3 If the Successful Bidder declines to make a substitution of a Subcontractor, Supplier, person, or organization acceptable to District, ,District may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrificing the Bid security of any Bidder. Any Subcontractor, Supplier, other person, or organization listed and to whom District does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to District subject to revocation of such acceptance after the effective date of the Agreement as provided herein. 11 WAGE RATES/BOLI FEE. 11.1 This is a public works project subject to the state prevailing rates of wage under ORS 279C.800 to 279C.870. Unless otherwise exempt, Contractor and any subcontractor must pay workers in each trade or occupation that Contractor or its subcontractors or other person who is a party to the Agreement uses in performing all or a part of the Contract not less than the applicable minimum Oregon prevailing wage rates in accordance with ORS 279C.838 and ORS 279C.840 or 40 U.S.C. § 3141 et seq. if subject to the Davis Bacon Act. The applicable Oregon minimum prevailing wage rates for such workers are contained in the publication Prevailing Wage Rates for Public Works Contracts in Oregon Instructions to Bidders Page 5 Durham Fermenter Ductwork Replacement Project No. 6835.001 effective July 1, 2016, as amended by the Correction to Prevailing Wage Rates effective August 9, 2016, Prevailing Wage Rate Amendments effective October 1, 2016 and Correction to Prevailing Wage Rates effective October 7,2016(see links to the 2016 Prevailing Wage Rates for Public Works Contracts in Oregon at http://www.oregon.gov/boli/WHD/PWR/Pages/PWR Rate Publications 2016.aspx) available at http://www.oregon.gov/BOLI, and are hereby incorporated herein as of the date these Bidding Documents were first advertised. 11.2 ORS 279C.365(1)(g)requires that all Bids for public work,including those public work projects financed by federal funds and subject to the Davis Bacon Act, shall include a statement by the Bidder that the Bidder will comply with the provisions of ORS 279C.838, ORS 279C.840 or 40 U.S.C. § 3141 et seq. The Bid Form in the Bidding Documents contains the required statement of Bidder's declaration of compliance with ORS 279C.838, ORS 279C.840 or 40 U.S.C. § 3141 et seq. The Bidder's signing of the Bid constitutes compliance with this Oregon Statute. 11.3 District will be responsible for paying the fee required by ORS 279C.825(1)to the commissioner of the bureau of labor and industries. 12 BID FORMS. 12.1 The Bid shall be submitted on the Bid Form provided herein. All blanks on the Bid Forms shall be completed by typing or printing in ink. All price information shall be shown in both words and figures where required. All names must be printed below the signatures. The Bid shall be submitted in a sealed envelope that shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words"BID FOR"followed by the title of the Bidding Documents for the Work,the name of District,the address where Bids are to be delivered or mailed to, and the date and hour of opening of Bids. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation"BID ENCLOSED"on the face of it. 12.2 First-Tier Subcontractor Disclosure Forms must be delivered to the same location for delivery of the Bids within two hours of the specified time for receipt of Bids. 12.3 Bidder's state Contractor license number for the state of Oregon shall be shown on the Bid Form. 12.4 Each Bid must identify whether the Bidder is a resident bidder,as defined by ORS 279A.120,by completing and submitting the Resident/Nonresident Bidder Status Form. 12.5 Bidder shall complete the Non-collusion Affidavit and submit it with its Bid. 13 . BID CERTIFICATES. 13.1 Bids by corporations must be executed in the corporate name by the president, a vice- president, or other corporate officer. The Bid shall be accompanied by the enclosed Instructions to Bidders Page 6 Durham Fermenter Ductwork Replacement Project No.6835.001 Certificate of Authority to sign, and shall be attested by the secretary or assistant secretary. The corporate address and state of incorporation must appear below the signature. 13.2 Bids by limited liability companies (LLC)must be executed under the name of the LLC and be signed by a manager if the LLC is manager-managed or a member if the LLC is member-managed, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the LLC must appear below the signature. 13.3 Bids by partnerships must be executed in the partnership name and be signed by a managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the partnership must appear below the signature. 13.4 Bids by joint ventures must be executed in the joint venture name and be signed by a joint venture managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. 14 DISQUALIFICATION OF BIDDERS. More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. If District believes that any Bidder is interested in more than one Bid for the Work contemplated, all Bids in which such Bidder is interested will be rejected. If District believes that collusion exists among the Bidders, all Bids will be rejected. A party who has quoted prices to a Bidder is not hereby disqualified from quoting prices to other Bidders, or from submitting a Bid directly for the Work. 15 QUANTITIES OF WORK(Not applicable). 16 EVALUATION OF BIDS. 16.1 District will evaluate Bids to determine which responsible Bidder has made the lowest responsive Bid. District will make this evaluation in accordance with the Bidding Documents and applicable law. District may reject a Bid when it is not responsive, or it is in the public interest to do so, or when District finds the Bidder has not demonstrated its responsibility to District as required by ORS 279C.375(3)(b) and is not responsible, as that term is used in any applicable District's Purchasing Rules and ORS 279A.010(1)®. District may also reject Bids from Bidders declared ineligible under ORS 279C.860, from Bidders listed as not qualified by the State of Oregon Construction Contractors Board, from Bidders that have not met the requirements of ORS 279A.105(1), (2) or(3), and for other circumstances that indicate acceptance of the Bid may impair the integrity of the selection process. 16.2 District reserves its right to reject any or all Bids, including without limitation the right to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids, and to reject the Bid of any Bidder if District believes that it would not be in the public Instructions to Bidders Page 7 Durham Fermenter Ductwork Replacement Project No.6835.001 interest to make an award to that Bidder,whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by District. District reserves the right to reject all Bids and rebid the Project if in the public interest to do so in accordance with ORS 279C.395. District also reserves the right to waive all informalities not involving price, time, or changes in the Work. 16.3 In evaluating Bids,District will consider the qualifications of Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form or prior to the Notice of Award. District shall have the right to accept alternates in any order or combination,unless otherwise provided in the Bidding Documents. 16.4 District may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work for which their identity was required. District also may consider the operating costs, maintenance requirements,performance data, and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data are required to be submitted prior to the Notice of Award. 16.5 District may conduct such investigations as District deems necessary to assist in Bid evaluation and to establish responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, and other persons and organizations to execute Work in accordance with the Bidding Documents to District's satisfaction within the prescribed time. 16.6 In determining the lowest responsible Bidder, District will for the purpose of awarding the Contract, add a percent increase on the Bid of a nonresident Bidder equal to the percent, if any, of the preference given to that Bidder in the state in which the Bidder resides. 16.7 If, at the time this Contract is to be awarded,the total of the lowest acceptable Bid exceeds the funds then estimated by District as available,District may reject all Bids or take such other action as best serves District's interests. 16.8 If the Successful Bidder fails to sign the Agreement and provide acceptable Performance and Payment Bond(s), copies of public works bonds, insurance certificate(s), and other required documents, District may award the Contract to the next lowest responsive,responsible Bidder. 16.9 SUBMISSION OF BIDS. The Bid shall be delivered by 2:00 p.m. on December 20, 2016 to the place stipulated in the Advertisement to Bid. It is the Bidder's sole responsibility to see that its Bid is received in proper time and at the proper place. 17 BID SECURITY, BONDS, AND INSURANCE. Instructions to Bidders Page 8 Durham Fermenter Ductwork Replacement Project No.6835.001 l . 17.1 Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in an amount equal to ten percent of the Bid. The check or bond shall be made payable to District and shall be given as a guarantee that the Bidder, if awarded the Work,will enter into an Agreement with District, and will furnish the necessary insurance certificates, Payment Bond, and Performance Bond; each of the bonds to be for 100% of the Contract amount and copies of Public Works Bonds. In case of refusal or failure to enter into the Agreement,the check or Bid Bond, as the case may be, shall be forfeited to District. If the Bidder elects to furnish a Bid Bond as its Bid security,the Bidder shall use the Bid Bond foam bound herein, or one conforming substantially to it in form. Bid Bonds shall comply with the requirements applicable to payment and performance bonds herein. 17.2 PERFORMANCE BOND AND PAYMENT BOND. 17.2.1 Within ten days of receipt of Notice of Conditional Award, the successful Contractor shall file with District a Performance Bond and Payment Bond, on the forms found herein, in the amounts equal to the total of the Contract price of the Schedule or Schedules they are awarded. These bonds shall be conditioned upon the faithful performance by the Contractor of all undertakings, covenants,terms, and conditions of the Contract Documents and shall cover all guarantees and warranties against defective workmanship or materials, or both, for a period of one year after acceptance of the Work and shall be further conditioned upon the payment of all persons supplying labor or materials, or both, in the prosecution of the Work. 17.2.2 The surety furnishing these bonds shall have a sound financial standing and a record of services satisfactory to District, shall be authorized to do business in the State of Oregon, and shall carry an"A"rating and be of the appropriate class for the bond amount as determined by Best's rating system. If more than one surety is on a bond, each surety must agree that it is jointly and severally liable on the bond for all obligations of the bond. 17.2.3 The Attorney-in-Fact (Resident Agent) who executes the Performance Bond and the Payment Bond on behalf of the surety must attach a notarized copy of his or her Power of Attorney as evidence of his or her authority to bind the surety on the date of execution of the bond. 18 DISCREPANCIES IN BIDS. If there is more than one Bid item in a Bid Schedule,the Bidder shall furnish a price for all Bid items in the Schedule, and failure to do so will render the Bid non-responsive and may cause its rejection. If there are unit price Bid items in a Bidding Schedule and the amount indicated for a unit price Bid item does not equal the product of the unit price and quantity,the unit price shall govern and the amount will be corrected accordingly, and the BIDDER shall be bound by the correction. If there is more than one Bid item in a Bid Schedule and the total indicated for the Schedule does not agree with the sum of the prices bid on the individual items,the prices bid on the individual items shall govern and the total for the Schedule will be corrected accordingly, and the Bidder shall be bound by the correction. If there are discrepancies between figures and written words, words shall govern. Instructions to Bidders Page 9 Durham Fermenter Ductwork Replacement Project No. 6835.001 19 MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS. Unauthorized _ conditions,limitations, or provisos attached to the Bid shall render it informal and may cause its rejection as being non-responsive. The Bid Forms shall be completed without interlineations, alterations, or erasures in the printed text.Alternative Bids will not be considered unless called for. Oral,telegraphic,telephonic or electronic Bids or modifications will not be considered. 20 WITHDRAWAL OF BID. 20.1 The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Advertisement To Bid for receipt of Bids prior to the scheduled closing time for receipt of Bids. 20.2 If within 24 hours after Bids are opened, any Bidder files a duly signed, written notice with District and promptly thereafter demonstrates to the reasonable satisfaction of District that there was a material and substantial mistake in preparing its Bid, as determined by Oregon law and any applicable District's Purchasing Rules, Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, Bidder will be disqualified from further consideration on the Work to be provided under the Contract Documents. 21 AWARD OF CONTRACT. Award of the Contract, if awarded,will be made to the lowest responsive,responsible Bidder whose Bid complies with the requirements of the Bidding Documents. Unless otherwise specified, any such award will be made within the period stated in the Advertisement to Bid that the Bids are to remain open. Unless otherwise indicated, a single award will be made for all the Bid items in an individual Bid Schedule. If the Work is contained in more than one Bid Schedule,District will award all Schedules. 22 RETURN OF BID SECURITY. Within 14 days after award of the Contract, District will return the Bid securities accompanying such Bids that are not being considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned to the respective Bidders whose Bids they accompany. 23 EXECUTION OF AGREEMENT. 23.1 The Bidder to whom award is made shall execute a written Agreement with District on the form of Agreement provided, shall secure all insurance, and shall furnish all certificates and bonds required by the Bidding Documents within five calendar days after receipt of the Notice of Award from District.No changes to the Contract Documents will be allowed. Submission of a Bid constitutes acceptance of the terms of the Contract Documents. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for annulment of the award and forfeiture of the Bid security. If the lowest responsive, responsible Bidder refuses or fails to execute the Agreement,District may award the Contract to the second lowest responsive,responsible Bidder. If the second lowest responsive,responsible Bidder refuses or fails to execute the Agreement,District may Instructions to Bidders Page 10 Durham Fermenter Ductwork Replacement Project No.6835.001 award the Contract to the third lowest responsive,responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement, each such Bidder's Bid securities shall be likewise forfeited to District. 23.2 Within five calendar days of District receiving a properly executed Agreement, acceptable certificates and bonds and approval from District's Board of Directors, District will provide one fully executed Agreement to Contractor. 24 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 25 RETAINAGE. Provisions concerning retainage and Contractor's rights to deposit securities in lieu of retainage are set forth in the Agreement. 26 PROTEST PROCEDURE. District has adopted its own Public Contracting Rules and is not subject to the Attorney General's Model Public Contracting Rules. District's procurement rules have opportunities for Bidders to protest at various stages in the procurement process. This section only contains a brief summary of the deadlines for filing protests. It does not identify the conditions required to file a protest or the information required to be included in the protest. Copies of District's rules containing the protest process may be obtained by contacting District's representative. Specification Protest Process A Bidder must deliver a protest of specifications to the District in writing no later than ten calendar days prior to the due date for Bids. Solicitation Protest Under District's rules, prospective Bidders have the opportunity to protest the procurement process or this Invitation to Bid by submitting a written protest to District not less than ten calendar days prior to the due date for Bids. Award Protest Adversely affected Bidders will also have an opportunity to protest District's Notice of Intent to Award,but a written protest must be delivered to District within five calendar days of the date of the Notice of Intent to Award. District will post the Notice of Intent to Award under the title of the Bidding Documents on District's http://bids.cleanwaterservices.org/Website. The award by the District's Board of Directors of the Contract shall constitute a final decision of the District to award the Contract if no written protest of the award is filed. Instructions to Bidders Page 11 Durham Fermenter Ductwork Replacement Project No.6835.001 BID FORMS DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 BID TO: Clean Water Services 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Contract Documents to perform the Work as specified or indicated in the Contract Documents entitled DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001. 2. Bidder accepts all of the terms and conditions of the Bidding Documents and Contract Documents, including without limitation those in the Advertisement to Bid and Instructions to Bidders, dealing with the disposition of the Bid security. 3. This Bid will remain open for 60 calendar days from the bid due date unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Advertisement to Bid and the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and copies of Public Works Bonds required by the Contract Documents. 4. Bidder agrees that as Contractor, it will comply with ORS 279C.838 and ORS 279C.840 or 40 U.S.0 § 3141 et seq if the Davis Bacon Act applies. 5. Bidder certifies that Bidder has not discriminated and will not discriminate, in violation of ORS 279A.110(1) against a disadvantaged business enterprise, a minority-owned business, a woman-owned business, a business that a service-disabled veteran owns or an emerging small business that is certified under ORS 200.055 in awarding a subcontract. 6. Bidder certifies that it has in place or will implement before performance of the Work for this Project begins a mandatory employee drug-testing program. Bidder further certifies that it will demonstrate that the employee drug-testing program is in place. 7. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged): Number Date Failure to acknowledge receipt of Addenda may render the Bid non-responsive and may be cause for its rejection. Tsions Bid Forms Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 1 8. Bidder has familiarized itself with the nature and extent of the Contract Documents, Work, Site, locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as Bidder deems necessary. 9. The Work shall be completed in conformance with ORS 279C.800 through 279C.870, concerning Public Works Contracts in Oregon. The provisions of these statutes and the requirements they impose on contractors are hereby fully incorporated by reference herein. 10. Bidder is currently licensed with the Oregon Construction Contractors Board (CCB) and its license number is inserted in the space provided below. 11. Bidder by signing below hereby attests or affirms under penalty of perjury: That I am authorized to act on behalf of the Contractor in this matter, that I have authority and knowledge regarding payment of taxes, and that Contractor is to the best of my knowledge, not in violation of any Oregon Tax Laws. For the purposes of this certification, "Oregon Tax Laws" means a state tax imposed by ORS 320.005 to 320.150; ORS 403.200 to 403.250; ORS Chapters 118, 314, 316, 317, 318, 320, 321, 323, the elderly rental assistance program under ORS 310.630 to 310.706; and any local tax laws administered by the Oregon Department of Revenue under ORS 305.620. To all the foregoing, and including all Bid Forms contained in this Bid, the Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in the Contract Documents, and to accept in full payment therefore the Contract Price based on the Lump Sum Price(s) named in the Bid Forms. Dated: Bidder: By: Name(Signature) Name(Type or Print) Title: CCB License No.: TSIO/15 Bid Forms Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 2 BID SCHEDULE SCHEDULE OF BID PRICES FOR CONSTRUCTION OF DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 Lump Sum Price: Bidder agrees to accept as full payment for the DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 proposed within the Bidding Documents, based upon the undersigned's own estimate of quantities and costs and including sales, consumer, use, and other taxes, and overhead and profit the following bid amount of: (figures) : '1 ' (words) (The amount in words takes precedence.) Bidder intends to use the following material for the ductwork (Check One) and the cost of this material is included in the lump sum price: Fiberglass Reinforced Plastic (FRP): Stainless Steel (SST): TSIO/15 Bid Forms Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 3 BID CERTIFICATE (if Corporation) STATE OF ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of a corporation existing under the laws of the state of ,was held on ,2016, and the following resolution was duly passed and adopted: "RESOLVED,that , as of this Corporation,be and is hereby authorized to execute the Bid dated ,2016 to Clean Water Services by this Corporation and that his/her execution thereof, attested by the Secretary of this Corporation shall be the official act and deed of this Corporation." I further certify that the resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of ,2016. (Signature) (Title) Secretary (Address) Bid Forms TSIO/15 Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 4 l r BID CERTIFICATE (if Limited Liability Company) STATE OF ) ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Members or Managers of (Insert Limited Liability Company Name Here) a limited liability company existing under the laws of the state of ,was held on , 2016, and the following resolution was duly passed and adopted: "RESOLVED,that , as of this limited liability company, be and is hereby authorized to execute the Bid dated , 2016 to Clean Water Services by this limited liability company and that his/her execution thereof, attested by of this limited liability company shall be the official act and deed of this limited liability company." I further certify that the resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of ,2016. By: (Signature) (Title) (Address) Tsions Bid Forms Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 5 BID CERTIFICATE (if Partnership) STATE OF ) ss. COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of a partnership existing under the laws of the state of ,was held on , 2016 , and the following resolution was duly passed and adopted: "RESOLVED,that , as of the Partnership,be and is hereby authorized to execute the Bid dated ,2016 to Clean Water Services by this Partnership and that his/her execution thereof, attested by the General Partner shall be the official act and deed of this Partnership." I further certify that the resolution is now in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand this , day of ,2016. (Signature) (Title) (Address) Ts1on5 Bid Forms Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 6 ss. BID CERTIFICATE (if Joint Venture) ) STATE OF ) COUNTY OF ) I HEREBY CERTIFY that a meeting of the Principals of a joint venture existing under the laws of the state of ,was held on ,20 , and the following resolution was duly passed and adopted: "RESOLVED,that , as of the Joint Venture, be and is hereby authorized to execute the Bid dated , 2016 to Clean Water Services by this Joint Venture and that his/her execution thereof,attested by the shall be the official act and deed of this Joint Venture." I further certify that the resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 2016. Managing Partner (Address) TSIO/15 Bid Forms Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 7 BID BOND FOR DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 KNOW ALL MEN BY THESE PRESENTS, That as Principal, and as Surety, are held and firmly bound unto Clean Water Services,hereinafter called "OWNER," in the sum of Dollars, for the payment of which sum,well and truly to be made, we jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns firmly by these presents. WHEREAS,the Principal has submitted a Bid to OWNER to perform the WORK required under the Bid Forms of OWNER's Contract Documents entitled Durham Fermenter Ductwork Replacement Project No. 6835.001. NOW THEREFORE, if the Principal is awarded a contract by OWNER and,within the time and in the manner required in the "Advertisement To Bid" and the "Instructions To Bidders" enters into a written Agreement on the form of agreement bound with the Contract Documents, furnishes the required certificates of insurance, and furnishes the required Performance Bond and Payment Bond, and performs in all other respects the agreement created by this Bid,then this obligation shall be null and void, otherwise it shall remain in full force and effect. The Surety stipulates and agrees that the obligation of the Surety shall in no way be impaired or affected by an extension of the time within which OWNER may accept such Bid and the Surety further waives notice of any such extension. In the event suit is brought upon this bond by OWNER and OWNER prevails, the Principal and the Surety shall pay all costs incurred by OWNER in such suit, including reasonable attorney's fees and costs to be fixed by the court. SIGNED,this day of ,2016. Bid Forms (Principal) (Surety) By: By: (Signature) (Signature) (A Power of Attorney for the Attorney in Fact must be attached.) TSIO/15 Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 8 NONCOLLUSION AFFIDAVIT FOR DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 State of ) ss. County of ) I state that I am (Title) of (Name of Firm) and being first duly sworn, depose and say that I am authorized to make this Affidavit on behalf of this firm and its owners, directors, and officers. I state that: (1) The prices) and amount of this Bid have been arrived at independently and without consultation, communication or agreement with any other contractor, Bidder or potential Bidder, except as disclosed on the attached appendix; (2) Neither the price(s) nor other information included in this Bid have been disclosed to any other firm or person who is a Bidder or potential Bidder,and that they will not be disclosed prior to the award of the Contract(s); (3) No attempt has been made or will be made to induce any firm or person to refrain from submitting a Bid,or to submit a Bid containing less competitive terms than those contained in this Bid; (4) The Bid of this firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from, any firm or person to submit a complementary or other noncompetitive proposal; and (5) (Name of this Firm), its affiliates, subsidiaries, officers, directors and employees are not currently under investigation by any governmental agency and have not in the last four years been convicted of or found liable for any act prohibited by State or Federal law in any jurisdiction, involving conspiracy or collusion with respect to proposing on any public contract, except as described on the attached appendix. TSIO/15 Bid Forms Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 9 I state that (Name of this Firm) understands and acknowledges that the above representations are material and important, and will be relied on by Clean Water Services in awarding the contract(s) for which this Bid is submitted. I understand and this firm understands that any misstatement in this Affidavit is and shall be treated as fraudulent concealment from Clean Water Services of the true facts relating to the submission of Bids for this Contract. Name of Company By: Signature Name (Type or Print) Title: Sworn to and subscribed before me this day of , 2016,by Notary Public for This Commission Expires: Bid Forms TSIO/15 Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 10 RESIDENT/NONRESIDENT BIDDER STATUS FORM FOR DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 Oregon law (ORS 279A.120) requires OWNER, in determining the lowest responsible bidder, to add a percent increase on the bid of a nonresident bidder equal to the percent, if any, of the preference given to bidders in the state in which that bidder resides. Consequently, each bidder must indicate whether it is a resident or nonresident bidder. A resident bidder is a bidder who has paid unemployment taxes or income taxes in Oregon during the 12 calendar months immediately preceding submission of this bid, and has a business address in Oregon, and has stated in its bid whether the bidder is a"resident bidder."A"nonresident bidder" is a bidder who is not a resident bidder. The undersigned bidder states that it is: (check one) 1. A resident bidder 2. A nonresident bidder Indicate state in which bidder resides: CONSTRUCTION CONTRACTOR'S LICENSING Oregon law requires all contractors to be licensed with the Oregon Construction Contractors Board, or for landscaping projects with the Landscape Contractors Board, in order to submit a Bid to do work and to do work as a contractor or a landscape contractor,respectively. The undersigned Bidder states it is now licensed with the Oregon Construction Contractors Board. Indicate Bidder's Construction Contractors Board License No. By: Signature of Bidder Name (Type or Print) Title: rsions Bid Forms Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 11 FIRST-TIER SUBCONTRACTOR DISCLOSURE FORM FOR DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 Bid Closing: Disclosure Submittal Deadline: 4:00 p.m. on December 20, 2016. This form must be submitted at the location specified in the Advertisement to Bid on the advertised bid closing date and within two working hours after the advertised bid closing time. List below those names of each subcontractor that will be furnishing labor or furnishing labor and materials and that is required to be disclosed, the category of work that the subcontractor will be performing and the dollar value of the subcontract. Enter `NONE' if there are no subcontractors that need to be disclosed (ATTACH ADDITIONAL SHEETS IF NEEDED). Subcontractor Name Dollar Value Category of Work Failure to submit this form by the disclosure deadline will result in a nonresponsive bid. A nonresponsive bid will not be considered for award. Form Submitted by(Bidder Name): Contact Name: Phone No.: Signature By: Title: Date: END OF SECTION TS10/15 Bid Forms Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 12 CONSTRUCTION CONTRACT DURHAM FERMENTER DUCTWORK REPLACEMENT PROJECT NO. 6835.001 This CONSTRUCTION CONTRACT (Contract) dated , is between Clean Water Services (District) and to be determined(Contractor). In consideration of the covenants and promises contained herein, District and Contractor mutually agree as follows: 1. Scope of Work. Contractor shall perform the work described in Exhibit A, attached hereto and incorporated herein (Work). 2. Contract Price For the complete and faithful performance of the Work, District agrees to pay Contractor the following: The Lump Sum of: $to be determined (Contract Price) which amount may be adjusted as provided herein. 3. Commencement and Completion of Work Contractor shall commence the Work within 30 calendar days of receiving District's written Notice to Proceed. Contractor shall substantially complete the Work in a good and workmanlike manner but subject to tolerances customary in the industry within 75 calendar days after commencement of the Work(Contract Time). If Contractor is delayed by any act or neglect of District or by any separate contractor employed by District, or by changes ordered in the project or by labor disputes, unusual delay in transportation, adverse weather conditions or subsurface conditions not reasonably anticipated, unavoidable casualty, or any other cause beyond Contractor's reasonable control, then the date of substantial completion shall be extended for the period of such delay upon written request to and approval by District. Until final completion of the Work by Contractor, Contractor shall be responsible for any loss or damage to the Work, materials, equipment, or supplies caused by Contractor's negligence or wrongful act. 4. District's Responsibilities District represents that it either owns or has an easement over the real property upon which the Project will be performed and that all required land use and zoning requirements for the Project have been complied with. District shall obtain and pay for all permits, licenses, and all other approvals necessary for the Work, and obtain approval of all drawings for construction, except as set forth in Exhibit A. District shall furnish all surveys describing the physical characteristics and legal limitations for the site of the Work. Tsions Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 1 District shall cooperate with Contractor in all phases of the construction,provide timely decision-making, and ensure coordination between Contractor's Work and the work of any other party District engages to perform services. 5. Changed Conditions The Contract Price is based upon certain assumptions including,but not limited to, assumptions about weather, subsurface conditions, utility locations, underground water, and the like. It is Contractor's responsibility to ascertain the existence of any conditions affecting the cost of the work, which would have been disclosed by reasonable examination of the site. Should unknown or unexpected conditions be encountered in any facet of the Project that adversely impact Contractor's cost or time of performance, Contractor shall promptly notify District, in writing,before the conditions are disturbed. 6. Changes in the Work Without invalidating the Contract,District may order changes in the Work within the general scope of the Contract, consisting of additions, deletions, or other revisions. Contractor agrees to proceed in accordance with such changes once such changes and the associated cost or credit to District are agreed to in writing and signed by both parties. In the event of any changes, the Unit Prices will,to the extent applicable, govern the cost or credit to District. In the event such Unit Prices are not applicable,there will be an equitable adjustment to the Contract Price as a result of any change. 7. Progress Payments Provided that an Application for Payment is received by District not later than the last day of the month, District shall make payment to Contractor within 30 days. If an Application for Payment is received by District after the application date fixed above, payment shall be made by District not later than 30 days after District receives the Application for Payment. Five percent retainage shall be withheld from each progress payment until completion of the Work. 8. Final Payment Within 30 days of completion of the Work, Contractor will be paid by District the remaining amount due under this Contract. Any payment, final or otherwise, shall not release Contractor or its sureties from any obligations under this Contract. 9. Bonds and Insurance a. Payment and Performance Bonds Within ten calendar days after receiving Notification of Conditional Award, Contractor shall furnish separate Bonds covering the faithful performance of the Contract and payment of obligations arising thereunder. The amount of each Bond shall be equal to 100 percent of the Contract Price. The form of the Bonds and the identity of the surety shall be acceptable to District in its sole discretion. Tsions Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 2 b. Public Works Bonds This Contract is subject to Prevailing Wage Rates as set forth in Paragraph 15. Contractor must have a public works bond filed with the Construction Contractors Board before starting Work on the project unless exempt under ORS 279C.836(4), (7), (8) or(9). Contractor must require in every subcontract that the subcontractor have a public works bond filed with the Construction Contractors Board before starting Work on the project unless exempt under ORS 279C.836(4), (7), (8) or(9). Contractor shall provide copies of both its public works bond and the public works bonds from its subcontractors to District. c. Insurance Generally Contractor shall provide the insurance coverage designated hereinafter and pay all costs therefore. Contractor shall submit certificates of insurance to certify that all insurance coverage, in the form(s) and limits required, is in full force and effect. Insurance is to be placed with insurers acceptable to District, with a minimum Best's rating of A:XII. Within ten calendar days after receiving Notification of Conditional Award, Contractor shall furnish District with certificates of insurance specified herein showing the type and amount, class of operations covered, and effective dates and expiration dates of policies and containing substantially the following statement: "The insurance covered by this certificate will not be canceled or materially altered, except after 30 days' written notice has been received by District." In case of the breach of any provision of this section, District, at its option, may take out and maintain, at the expense of Contractor, such insurance as District may deem proper and may deduct the cost of such insurance from retainage or from any monies that may be due or become due Contractor under this Contract. d. Contractor and Subcontractor Insurance Contractor shall not commence Work under this Contract until Contractor has obtained all the insurance required hereunder and submitted the requisite certificates of insurance and such insurance has been reviewed by District, nor shall Contractor allow any subcontractor to commence Work on any subcontract until the insurance specified below has been obtained and reviewed by District. Review of the insurance by District shall not relieve or decrease the liability of Contractor under the Contract Documents. e. Workers' Compensation Contractor shall maintain, during the life of this Contract, workers' compensation insurance as required by Oregon law and employer's liability coverage with minimum limits of $500,000 for all of Contractor's employees to be engaged in Work pursuant to this Contract. The insurer shall agree to waive all rights of subrogation against District and its officers, employees, agents, and volunteers for losses arising from Work performed by Contractor for District. In case any such Work is subcontracted, Contractor shall require all subcontractors to TSIO/15 Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 3 provide the same workers' compensation and employer's liability insurance for all of the subcontractor's employees to be engaged in such Work. Where such Work under this Contract includes any water or navigational exposure, coverage shall be included pursuant to the federal Longshoremen's and Harbor workers' Act and the federal Jones Act. f. Liability Insurance District and its officers, employees, agents, and volunteers shall be included as additional insureds on all Contractor's insurance policies as respects liability arising out of activities performed by or on behalf of Contractor; products and completed operations of Contractor; premises owned, leased, or used by Contractor; and automobiles owned, leased, hired, or borrowed by Contractor. The coverage shall contain no special limitations on the scope of protection afforded to District and its officers, employees, agents, and volunteers. The"other insurance" clause in the required insurance shall not apply to the insurance policies of District. g. Commercial and Automobile Liability Contractor shall maintain, during the life of this Contract, coverage that is at least as broad as specified below in paragraphs (i) and(ii) of this section, and with the limits required below: i. Commercial General Liability Insurance: "Occurrence"Form including XCU,with a combined single limit per occurrence of$1,500,000 and a Products and Completed Operations and General Annual Aggregate limit of $2,000,000. The policy shall be endorsed to provide full Products and Completed Operations and General Annual Aggregate limits for the Project independent of any other project of Contractor. (Note: "Claims Made" coverage may be considered subject to additional conditions on a case-by-case basis.) ii. Automobile Liability Insurance: Code 1 ("any auto") and Uninsured Motorist Endorsement with a combined single limit per occurrence of $500,000. iii. Excess/Umbrella Liability: If Contractor's primary-coverage commercial general liability and automobile coverages do not meet the minimum limits required, Contractor shall maintain during the life of this Contract, excess or umbrella liability over the primary policies sufficient to meet the total aggregate limits required by this Contract. Contractor shall show evidence that the required commercial and automobile liability is in effect for the entire term of this Contract. District shall be named as an additional insured on all liability policies in effect under this Contract. Contractor's coverage shall be primary insurance for District and its officers, employees, agents, and volunteers. Any insurance or self-insurance maintained by District and its officers, employees, agents, or volunteers shall be in excess of and shall not contribute with Contractor's insurance. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to District and its officers, employees, agents, and volunteers. Tsions Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 4 Coverage shall state that Contractor's insurance shall apply separately to each insured against whom a claim is made or suit is brought, except with respect to the limits of the insurer's liability. h. All Coverages Any accidents or incidents causing personal injury or property damage shall be reported by Contractor to District and Contractor's insurer. Any deductible or self-insured retentions in excess of 1 percent of the Contract Price must be declared to and approved by District. At the option of District, the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects District and its officers, employees, agents, and volunteers, or Contractor shall procure a Bond guaranteeing payment of losses and related investigation, claim administration, and defense expenses. If any Work under this Contract is performed by a subcontractor, Contractor shall be responsible for any liability directly or indirectly arising out of the Work performed under this Contract by a subcontractor, which liability is not covered by the subcontractor's insurance. i. Insurance Coverage for Special Conditions When the Work is to be accomplished within a public or private right-of-way requiring special insurance coverage, Contractor shall conform to the particular requirements of the authority having jurisdiction and shall maintain the required insurance. Contractor shall include in its liability policy all endorsements that may be required for the protection of District and its officers, agents, employees, and volunteers. Insurance coverage for special conditions, when required, shall be provided as set forth in the Special Specifications. j. No Personal Liability of Public Officials In carrying out any of the provisions hereof, and in exercising any authority granted by the Contract,there will be no personal liability upon any public official. k. Additional Insurance In addition to the specific insurance requirements set forth above, Contractor shall also maintain all insurance or certificates or both as required by federal, state, county, or municipal bodies, as well as by railroads and public utilities. 10. Indemnification To the fullest extent permitted by law, Contractor shall indemnify,hold harmless, reimburse and defend District and the officers, directors,partners, members, employees, agents, consultants and subcontractors of District, and the successors in interest of the foregoing, from, for and against suits, actions, claims, damages,penalties, liabilities, losses and expenses (including but not limited to all fees and related costs, disbursements and expenses of engineers, architects, attorneys and expert witness' fees) arising out of or resulting from the performance of the Work, but only to the extent caused by the breach of this Contract or the negligent acts or omissions of Contractor, any subcontractor, any supplier, or any individual or entity directly or Tsioiis Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 5 indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable. 11. Dispute Resolution - a. Executive Negotiation Within ten days of the delivery of notice of appeal of District's written decision regarding a claim, dispute, or other matter, senior representatives of at least District and Contractor, having authority to settle the dispute, shall meet at a mutually acceptable time and place, and thereafter as often as they reasonably deem necessary,to exchange relevant information and to attempt to resolve the dispute. If a mutually acceptable decision cannot be reached through executive negotiation within 20 days of the appealing party's notice or within a mutually agreeable longer period, or if the party receiving such notice will not meet within 10 days, District or Contractor may make a written declaration, delivered to the other party,that the executive negotiation is deemed unsuccessful and may initiate further dispute resolution measures in accordance with this section. b. Mediation, Followed by Binding Arbitration All appealed or unsettled claims, disputes, or other matters between District and Contractor arising out of or relating to the Contract or the breach thereof(except for claims which have been waived by the making or acceptance of final payment) shall first be submitted to mediation under the Construction Industry Mediation Rules of the American Arbitration Association then obtaining, prior to either party's initiating demand for arbitration against the other. Should the mediation be unsuccessful, such claim, dispute, or other matter(except for claims which have been waived by the making or acceptance of final payment) shall be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations of this section. The mediator of any claim, dispute, or other matter submitted to mediation under this Contract shall not serve as arbitrator of such claim, dispute, or other matter unless otherwise mutually agreed by the parties. This agreement so to mediate or arbitrate, and any other agreement or consent to mediate or arbitrate entered into in accordance with the Contract, will be specifically enforceable under the prevailing law of any court having jurisdiction thereof. No demand for mediation or arbitration of any appealed or unsettled claim, dispute, or other matter that is required to be referred to District for decision will be made later than ten days after the date the executive negotiation has been declared unsuccessful by District or Contractor, and the failure to demand mediation or arbitration within the 10-day period will result in District's decision being final and binding upon Contractor. Time deadlines specified above apply to both mediation(after the executive negotiation has been declared unsuccessful by District or Contractor) and arbitration(after the mediation process has been declared unsuccessful by District or Contractor). Notice of the demand for mediation or arbitration will be filed in writing with the other party to the Contract and with the American Arbitration Association. The demand for mediation Ts10n5 Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 6 or arbitration will be made within the 10-day periods specified herein, as applicable, and in all other cases within a reasonable time after the unsettled claim, dispute, or other matter has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such unsettled claim, dispute, or other matter would be barred by the applicable statute of limitations. Except as provided below,no arbitration arising out of or relating to the Contract Documents shall include,by consolidation,by joinder,or in any other manner, any other person or entity who is not a party to the Contract, unless: i. The inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, ii. Such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and iii. The written consent of the other person or entity sought to be included and of District and Contractor has been obtained for such inclusion, which consent shall make specific reference to this section; however,no such consent shall constitute consent to arbitration of any appealed or unsettled claim, dispute, or other matter not specifically described in such consent or to arbitration with any party not specifically identified in such consent. Notwithstanding the above, if an appealed or unsettled claim, dispute, or other matter between District and Contractor involves the Work of a subcontractor, either District or Contractor may join such subcontractor as a party to the mediation or arbitration between District and Contractor hereunder. Contractor shall include in all subcontracts a specific provision whereby the subcontractor consents to being joined in mediation or arbitration between District and Contractor involving the Work of such subcontractor. Nothing in this section nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of subcontractor and against District or District's consultants that does not otherwise exist. The results of successful mediation will be implemented by a Change Order. The award rendered by the arbitrators will be final,judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or appeal. c. Attorneys' Fees At the conclusion of the dispute resolution procedures specified herein, Contractor will, as a condition of taking any further action with respect to any claim, be required to certify that the amount of the claim is its best good-faith estimate of the amount due (Certified Claim). District will certify its final offer of settlement(Final Offer). If Contractor pursues the claim, Contractor will be entitled, in addition to whatever recovery it has on the claim, to be reimbursed its reasonable attorneys' fees incurred, in the proportion in which it was successful, based on the difference between its Certified Claim and District's Final Offer. Conversely, District will be entitled to be reimbursed its reasonable attorneys' fees incurred, in the proportion in which Contractor was unsuccessful, based on the difference between Contractor's Certified Claim and TS10/15 Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 7 District's Final Offer. For example, if Contractor recovers 40 percent of the difference between its Certified Claim and the amount of District's Final Offer, Contractor would be entitled to recover 40 percent of its reasonable attorneys' fees incurred in prosecuting the claim, District would be entitled to recover 60 percent of its reasonable attorneys' fees incurred in defending the claim. On the other hand, if Contractor recovers 60 percent of the difference between its Certified Claim and the amount of District's Final Offer, Contractor would be entitled to recover 60 percent of its reasonable attorneys' fees in prosecuting the claim, and District would be entitled to recover 40 percent of its reasonable attorneys' fees incurred in defending the claim. The Certified Claim and the Final Offer will be admissible in any dispute resolution proceeding. 12. Suspension/Termination a. Termination for Convenience District, without cause and without prior notice, may, in its sole discretion, terminate the Contract for District's convenience. Upon termination, District shall pay Contractor for completed and acceptable Work performed in accordance with the Contract. b. Termination for Cause District may terminate the Contract for cause if the Contractor fails to commence the Work within the specified time, Contractor fails to prosecute the Work continuously with sufficient workers and equipment to ensure completion within the specified time, or Contractor fails to perform the Work in accordance with the Contract. c. Damages District shall not be liable for lost profits or damages due to termination of this Contract. The termination of this Contract shall not relieve or release Contractor from any liability to District for damages sustained by District by virtue of any breach of this Contract by Contractor or Contractor's negligence or other conduct, and District may withhold all or any part of any payment due to Contractor upon such termination as a set-off against the amount of any such damages until such time as the exact amount of damages due District from Contractor is determined. 13. Statutory Responsibilities of District and Contractor Contractor shall keep itself fully informed of and shall fully comply with all federal, state, regional and local laws, rules,regulations and ordinances. Attached Exhibit B includes without limitation the standard contract clauses that are required in every public contract in accordance with the Oregon Revised Statutes. Contractor shall include any other standard contract clauses required by federal, state, and local laws,rules, regulations and ordinances. 14. Liquidated Damages Time is of the essence in the performance of this Contract. If Contractor fails to complete the Work within the Contract Time, the actual damage to District for the delay will be substantial but will be difficult or impractical to determine. It is therefore agreed that Contractor shall pay to District, not as a penalty, but as liquidated damages, the amount of $200 for each and every calendar day that the date of final completion extends beyond the Contract Time. Permitting Contractor to continue and finish the Work after the Contract Time has expired shall in no way operate as a waiver on the part of District of any of its rights under this section or any other Contract Documents. TSIO/15 Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 8 • Payment of liquidated damages shall not release Contractor from its obligations with respect to the complete performance of the Work, nor shall the payment of liquidated damages constitute a waiver of District's right to collect any additional damages that it may sustain by reason of Contractor's failure to fully perform the Work, it being the intent of the parties that the liquidated damages are a full and complete payment only for failure of Contractor to complete the Work on time. District expressly reserves the right to make claims for any and all other damages that District may incur due to Contractor's failure to perform in strict accordance with this Contract. 15. Prevailing Wage Rates The Work is a public works project subject to the state Prevailing Wage Rate requirements in ORS 279C.800 to 279C.870. Contractor and any subcontractors shall comply with ORS 279C.838 and 279C.840 or, if applicable, the Davis Bacon Act(40 U.S.C. § 3141 et seq.). Contractor agrees that the provisions required by ORS 279C.830 pertaining to Contractor's payment of prevailing wage rates shall be included as part of this Contract. Contractor and any subcontractor must pay workers in each trade or occupation that Contractor or its subcontractors or other person who is a party to the Contract uses in performing all or a part of the Contract not less than the applicable minimum Oregon prevailing rate of wage in accordance with ORS 279C.838 and 279C.840 or 40 U.S.C. § 3141 et seq if subject to the Davis Bacon Act. The applicable Oregon prevailing wage rates for such workers are contained in the publication Prevailing Wage Rates for Public Works Contracts in Oregon effective July 1,2016, as amended by the Correction to Prevailing Wage Rates effective August 9, 2016,Prevailing Wage Rate Amendments effective October 1, 2016 and Correction to Prevailing Wage Rates effective October 7,2016 (see links to the 2016 Prevailing Wage Rates for Public Works Contracts in Oregon at http://www.Oregon.gov/boli/WHD/PWR/Pages/PWR Rate_Publications_2016.aspx) available at http://www.oregon.gov/BOLI, and are hereby incorporated herein as of the date these Bidding Documents were first advertised. Contractor shall also include in every subcontract a provision requiring the subcontractor to comply with this provision. 16. Fee to Be Paid to BOLI District will be responsible for paying the fee to the Commissioner for the Bureau of Labor and Industries pursuant to ORS 279C.825(1). 17. Payroll and Certified Statement Filing Requirements and Additional Retainage Contractor or Contractor's surety, and every subcontractor or subcontractor's surety, shall file with District written payroll and certified statements(Certified Payrolls)that accurately and completely contain the payroll records for each week during which the Contractor or subcontractor employs a worker on a public works project. The Certified Payrolls shall contain the information required and conform to the requirements set forth in ORS 279C.845 and Oregon Administrative Rule 839-025-0010. Contractor shall file the Certified Payrolls with District once a month by the fifth business day of the following month. District shall retain 25 percent of any amount earned by Contractor, in addition to other retainage, on the Work until Contractor has filed with District the required Certified Payrolls. District shall pay Contractor the amount retained under this section within 14 days after the Contractor files the Certified Payrolls required by this section regardless of whether a rsions Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 9 subcontractor has failed to file Certified Payrolls. District is not required to verify the truth of the contents of the Certified Payrolls filed by Contractor. Contractor shall retain 25 percent of any amount earned by a first-tier subcontractor on the Work until the subcontractor has filed with District the required Certified Payrolls. Contractor shall verify that the first-tier subcontractor has filed the Certified Payrolls before the Contractor may pay the subcontractor any amount retained under this section. Contractor shall pay the first-tier subcontractor the amount retained under this section within 14 days after the subcontractor files the Certified Payrolls required by this section. Neither District nor Contractor is required to verify the truth of the contents of the Certified Payrolls filed by the first-tier subcontractor. 18. Contractor's Express Warranty Contractor warrants the Work against defects in materials and workmanship for a period of one year from the date of District's acceptance. Any failure of the Work to meet the requirements of this Contract shall also be considered such a defect. If within the warranty period District discovers such a defect, Contractor shall repair or replace the defective item or component free of charge. Contractor shall commence all warranty work within five calendar days of receiving notice of the warranty claim. This warranty applies to all warranty repairs made by Contractor pursuant to this paragraph. This warranty shall be in addition to and not in lieu of all manufacturers' warranties. 19. Miscellaneous This Contract represents the entire agreement between District and Contractor on the subject matter hereof and supersedes all prior negotiations, representations, or agreements on the subject. This Contract may be amended only by a written document signed by both District and Contractor. Neither District nor Contractor shall assign in whole or in part its interest in this Contract without the written consent of the other. Should any provision of this Contract at any time be in conflict with any law, ruling or regulation, and be unenforceable,then such provision shall continue in effect only to the extent that it remains valid. In the event any provision of this Contract shall be found to be unenforceable,the remainder of this Contract shall nevertheless remain in full force and effect. 20. Order of Precedence A. The provisions of the Contract Documents shall take precedence over the following when resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and provisions of any standard specification, manual, code or instruction or the provision of any law or regulation applicable to the performance of the Work unless the it would result in a violation of the law. B. In resolving inconsistencies among two or more components of the Contract Documents,precedence shall be given in the following order: TSIO/15 Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 10 1. Permits From Outside Agencies 2. Contract 3. Addenda 4. Technical Specifications 5. Drawings 6. Bonds Change Orders, Work Change Directives, Field Orders, Engineer's written interpretation and clarifications and Notice To Proceed, in precedence listed, will take precedence over all other Contract Document components referenced herein. Figure dimensions on drawings take precedence over scaled dimensions. The drawings with the higher level of detail take precedence over less detailed drawings. 21. Tax Law Compliance Contractor represents,warrants and covenants that Contractor has complied with, and agrees that during the term of this Contract shall comply with Oregon Tax Laws and applicable tax laws of political subdivisions of this State including,but not limited to, ORS 305.620 and ORS chapters 316, 317 and 318. Contractor's failure to comply with Oregon Tax Laws or the applicable tax laws of political subdivisions of this State for the six years prior to the date Contractor executes this Contract or the period of time Contractor has been in business, whichever is less, or during the term of the Contract is a default for which District may terminate the Contract and seek damages and other relief available under the terms of the Contract or under applicable law. CONTRACTOR NAME CLEAN WATER SERVICES By: By: General Manager or Designee Title: APPROVED AS TO FORM District Counsel TS10/15 Construction Contract Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 11 EXHIBIT A SCOPE OF WORK AND SPECIAL TERMS AND CONDITIONS Scope of Work The Work includes furnishing the labor, materials, and equipment necessary to construct a new odorous air ductwork system and connecting it to the Solids Building and four gravity thickening and WAS STRIP tanks to the suction piping to the fermenter biofilter fans at the Durham Wastewater Treatment Plant located at 16060 SW 85th Avenue, Tigard, OR 97224. A. General: The Work includes furnishing the labor, materials and equipment necessary to perform the following work as shown on the Drawings and specified in the Technical Specifications: B. Install approximately 185 linear feet of elevated ductwork with duct supports. 1. Install connections from the new ductwork to the existing fiberglass reinforced plastic (FRP) ductwork at the Solids Building and the four gravity thickener and WASSTRIP tanks, and a below-grade connection to the existing high density polyethylene (HDPE)biofilter fan suction duct. 2. Abandon and demolish existing FRP ductwork. C. Technical Specifications— See Attachment 1 The Work must meet the requirements in the following Technical Specifications attached as Attachment 1 and incorporated herein: 1. Divisions 03 and 05 Structural Specifications i. 03100 Concrete Forming and Accessories ii. 03210 Reinforcing Steel iii. 03300 Cast-in-Place Concrete iv. 03600 Grout v. 05120 Structural Steel Framing vi. 05430 Slotted Channel Framing 2. Division 15 Mechanical Specifications vii. Section 15010 General Provisions viii. Section 15050 Basic Materials and Methods ix. Section 15140 Supports and Anchors x. Section 15890 Ductwork Tsions Exhibit A—Scope of Work Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 12 xi. Section 15990 Testing, Adjusting, And Balancing D. Drawings—See Attachment 2 The Work is shown on the following Drawings attached as Attachment 2 and incorporated herein: 1. General Drawings i. GOOl - Title Sheet, Location and Vicinity Map, Drawing List ii. G002—Site Access and Staging Area Plan 2. Mechanical Drawings i. M001 —Mechanical Legend and General Notes ii. M002—Details iii. M101 —Site Plan-Demolition iv. M102—Site Plan v. M201 —Solids Building Partial Main Floor Plan 3. Structural Drawings i. 5001 - General Notes ii. S101 -Partial Site Plan iii. S102 - Solids Building Partial Floor Plan&Details iv. 5501 - Details II. Schedule and Constraints Contractor shall complete all work in a two-month time period starting on January 15, 2017. Gravity Thickeners 1 and 3 will be sequentially shut down for maintenance each for a two- week period beginning on or about February 1, 2017 at which time Contractor shall make final connection to each tank. Final connections to Gravity Thickener 2 and the WASSTRIP tank shall each be accomplished in a consecutive period not exceeding two working days from a date acceptable to District and Contractor. III. Other Terms and Conditions A. Special Terms and Conditions 1. Contractor shall conduct all on-site Work during regular working hours, which are defined as weekdays Monday through Friday, 7:00 a.m. to 4:30 p.m., holidays excluded. Contractor shall check in at the visitors log at the TSIO/15 Exhibit A—Scope of Work Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 13 start of each day and check out at the end of each day at the Administration building. 2. Contractor shall implement and comply with all required OSHA safety standards throughout the project and properly lock out and tag all equipment being worked on. 3. Contractor shall comply with all applicable federal, state, and local regulations regarding transporting, storing, handling, and disposal of hazardous substances, and shall appropriately control and report clean up of accidental spills of such products to the appropriate agencies. Recycling or proper disposal of hazardous waste is Contractor's responsibility. 4. Provide acoustical barriers so noise emanating from tools or equipment will not exceed legal noise levels. 5. Continuous operation of District facilities is of critical importance. Contractor shall schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified. 6. Contractor shall, on a daily basis, sweep all floors, pick up and dispose of all debris. Final cleaning shall be considered a condition of Final Completion of the Work. Contractor shall maintain safe access to equipment inside the building for operation and maintenance of the plant facility and treatment processes. 7. Contractor shall confine construction equipment,the storage of materials and equipment, and the operations of workers to the site and other areas permitted by laws and regulations, and shall not unreasonably encumber the Site and other areas with materials or equipment. 8. It is the goal of the District to maintain its status as a"Conditionally Exempt Small Quantity Generator"regarding the generation of Hazardous Waste. Pounds of waste generated by Contractor during work activities shall be charged against Contractor's EPA ID number and not against the local site EPA ID number. This will require that Contractor remove materials that meet Oregon's definition of Hazardous Waste from District's property as frequently as practical. Removal shall be done before consolidation, manifesting, or shipping of the waste,preferably by each workday's end. Recycling or proper disposal of the waste is the responsibility of Contractor or its agent. rsions Exhibit A—Scope of Work Durham Fermenter Ductwork Replacement Project No. 6835.001 Page 14 EXHIBIT B COMPLIANCE WITH LAWS AND REGULATIONS GOVERNING PUBLIC CONSTRUCTION 1. Generally The following paragraphs include, without limitation, the standard contract clauses that are required in every public contract in accordance with the Oregon Revised Statutes. This Contract shall include by reference any other standard contract clauses required by federal, state, and local laws, ordinances, and regulations. 2. Prompt Payment Contractor shall promptly pay as due all of its obligations arising out of or in connection with the Work, including, but not limited to,payments (1)to all persons supplying to Contractor labor, equipment, services, or materials for the performance of the Work; (2) of all contributions or amounts due the Industrial Accident Fund from Contractor or any subcontractor incurred in the performance of the Work; and (3)to the Department of Revenue of all sums withheld from employees under ORS 316.167. 3. Prompt Payment Policy It is the policy of the State of Oregon that all payments due on a public improvement contract and owed by a contracting agency shall be paid promptly. No public contracting agency is exempt from the provisions of ORS 279C.570. 4. Contractor's Failure to Make Prompt Payment If, upon reasonable concern by District that Contractor has failed, neglected, or refused to make prompt payment of any claim for labor, equipment, services, or materials furnished to Contractor or a subcontractor by any person in connection with the Project as such claim becomes due, District may pay such claim to the person furnishing the labor, equipment, services, or materials and charge the amount of the payment against funds due or to become due Contractor under the Contract. District reserves the right to make payments directly or by multiple-payee check, and Contractor hereby consents to such direct and multiple-payee check payments. Upon District's request, Contractor shall furnish to District the information required to facilitate such payments with each application for payment, including (1) names, addresses, and telephone numbers of persons making any such claim for labor, equipment, services, or material; and(2) a complete listing of outstanding amounts owed to all such persons. 5. Contractor's and First-Tier Subcontractor's Failure to Make Payment After Payment from District/Interest Penalty If, within 30 days after receipt of payment from District or Contractor, Contractor or a first-tier subcontractor fails,neglects, or refuses to make payment to a person furnishing labor, equipment, services, or materials in connection with the Project, Contractor or first-tier subcontractor shall owe such person the amount due plus interest charges commencing at the end of the 10-Day period within which payment is due under ORS 279C.580(4) and ending upon final payment, unless payment is subject to a good-faith dispute as defined in ORS 279C.580. The rate of interest charged to Contractor or first-tier subcontractor on the amount due shall TSIO/15 Exhibit B—Construction Compliance Durham Fermenter Ductwork Replacement Project No.6835.001 Page 15 equal three times the discount rate on 90-Day commercial paper in effect at the Federal Reserve Bank in the Federal Reserve district that includes Oregon on the date that is 30 Days after the date when payment was received from District or from Contractor,but the rate of interest may not exceed 30 percent. The amount of interest may not be waived. 6. Construction Contractors Board Complaint If Contractor or a subcontractor fails,neglects, or refuses to make payment to a person furnishing labor, equipment, services, or materials in connection with the Project, such person may file a complaint with the Construction Contractors Board, unless payment is subject to a good-faith dispute as defined in ORS 279C.580. 7. Continuing Liability of Contractor and Surety Payment by District of a claim in the manner authorized in this section does not relieve Contractor or Contractor's surety of obligation with respect to any unpaid claims. 8. Compliance with Laws/Tax Laws Contractor shall comply with all applicable federal, state, and local laws, statutes, codes, regulations, rules, orders, and rulings as well as all applicable construction industry standards, including, without limitation,those governing labor,materials, equipment, construction procedures, safety, health, sanitation, and the environment. Contractor agrees to indemnify,hold harmless,reimburse, and defend District from and against any penalties or liabilities arising out of violations of such obligations by Contractor or its subcontractors or suppliers at any tier. Contractor must also comply with all Oregon tax laws. 9. Employee Drug-Testing Program Contractor shall certify to District that Contractor has initiated, and shall maintain through the completion of the Work, an employee drug testing program. 10. Workday/Workweek No person shall be employed on the Project for more than 10 hours in any one day, or 40 hours in any one week, except in cases of necessity or emergency, or when the public policy absolutely requires it, and in such cases,the employee shall be paid at least time-and-a-half pay for(1) all overtime in excess of eight hours a day or 40 hours in any one week when the work week is five consecutive days,Monday through Friday, or(2) all overtime in excess of 10 hours a day or 40 hours in any one week when the work week is four consecutive days, Monday through Friday, and(3) all work performed on Saturday or any legal holiday specified in ORS 279C.540. 11.Notice of Required Work Hours Contractor, each first-tier subcontractor, and each lower-tier subcontractor must give notice to its employees in writing, either at the time of hire or before commencement of Work, or by posting a notice in a location frequented by its employees, of the number of hours per day and days per week that the employees may be required to work. TSIO/15 Exhibit B—Construction Compliance Durham Fermenter Ductwork Replacement Project No.6835.001 Page 16 12. Claims for Overtime Any worker employed by Contractor shall be foreclosed from the right to collect for any overtime provided for in ORS 279C.540, unless a claim for payment is filed with Contractor within 90 days from the completion of the Contract,provided Contractor has (1) caused a circular, clearly printed in boldfaced 12-point type and containing a copy of this section,to be posted in a prominent place alongside the door of the timekeeper's office or in a similar place which is readily available and freely visible to any or all workers employed on the Work; (2)maintained such circular continuously posted from the inception to the completion of the Contract. 13. Workers' Compensation All employers, including Contractor,that employ subject workers who work under this Contract in the state of Oregon shall comply with ORS 656.017 and provide the required Workers' Compensation coverage, unless such employers are exempt under ORS 656.126. Contractor shall ensure that each of its subcontractors complies with these requirements. 14. Prompt Payment for Medical Services Contractor shall promptly make payment, as due, to any person, co-partnership, association, or corporation furnishing medical, surgical, or hospital care services or other needed care and attention, incident to sickness or injury, to the employees of Contractor, of all sums that Contractor agrees to pay for the services and all moneys and sums that Contractor collected or deducted from the wages of employees under any law, contract, or agreement for the purpose of providing or paying for the services. 15. Prompt Payment by Contractor and Subcontractors/Interest Penalty Contractor shall include in each subcontract and supply contract entered into by Contractor a clause obligating Contractor(1)to make payment to the subcontractor or supplier for satisfactory performance within 10 days out of such amounts as are paid to Contractor by District under the Contract, and (2) if such payment is not made within 30 days after receipt of payment from District, to pay the subcontractor or supplier an interest penalty on amounts due in the case of each payment not made in accordance with the payment clause included in the subcontract as required by (1)herein. The interest penalty shall be for the period beginning on the day after the required payment date and ending on the date on which payment of the amount due is made, and computed at the rate specified in Paragraph 5. Contractor shall also include in each subcontract and supply contract entered into by Contractor a clause obligating each subcontractor and supplier to include a payment clause and an interest penalty clause conforming to the standards of this paragraph and Paragraph 5 in each of its subcontracts and supply contracts and to include such clauses in their subcontracts and supply contracts with each lower- tier subcontractor or supplier. 16. List of Subcontractors/Licensing with Construction Contractors Board Before commencing Work, Contractor shall provide to District and District's authorized representative a list of all subcontractors and suppliers to be involved in the Project. The list will be attached to the Contract as an Exhibit. The receipt of such list shall not require District or District's authorized representative to investigate the qualifications of proposed subcontractors Tsions Exhibit B—Construction Compliance Durham Fermenter Ductwork Replacement Project No.6835.001 Page 17 and suppliers,nor shall it waive the right of District to later object to or reject any proposed subcontractor or supplier. It shall be the responsibility of Contractor to ensure that all subcontractors are duly registered with the Oregon Construction Contractors Board and have not been declared ineligible to work on a public contract. 17. Material Salvage To the extent that the scope of the Work for this Contract requires demolition, Contractor must salvage or recycle construction and demolition debris, if feasible and cost-effective. 18. Composting To the extent that the scope of the Work for this Contract requires lawn and landscape maintenance, the Contractor must compost or mulch yard waste material at an approved site, if feasible and cost-effective. 19. Recycled Materials Contractor, in performance of the Work, shall use recycled paper as defined in ORS 279A.010(1)(gg), recycled PETE products as defined in ORS 279A.010(1)(hh), and other recycled plastic resin products to the maximum extent economically feasible. 20. Environmental and Natural Resources Laws Pursuant to ORS 279C.525,the following is a list of federal, state, and local agencies that have enacted ordinances or regulations dealing with the prevention of environmental pollution and the preservation of natural resources that may affect the performance of this Contract. The following list may not include all such agencies that have enacted ordinances or regulations relating to the prevention of environmental pollution and the preservation of natural resources. Federal Agencies: Agriculture, Dept. of Forest Service Natural Resources Conservation Service Defense, Dept. of Army Corps of Engineers Coast Guard Environmental Protection Agency Interior, Dept. of U.S. Fish and Wildlife Service Bureau of Land Management Bureau of Indian Affairs Bureau of Reclamation Labor, Dept. of Occupational Safety and Health Administration Transportation, Dept. of Federal Highway Administration Bureau of Mines Federal Energy Regulatory Commission U.S. Geological Survey TSIO/15 Exhibit B—Construction Compliance Durham Fermenter Ductwork Replacement Project No.6835.001 Page 18 Health and Human Services, Dept. of Housing and Urban Development, Dept. of Mine Safety and Health Administration Minerals Management Service National Oceanic and Atmospheric Administration Office of Surface Mining, Reclamation and Enforcement Water Resources Council State Agencies: Administrative Services, Dept. of Agriculture, Dept. of Columbia River Gorge Commission Consumer and Business Services, Dept. of Oregon Occupational Safety and Health Division Environmental Quality, Dept. of Fish and Wildlife, Dept. of Forestry, Dept. of Geology and Mineral Industries, Dept. of Human Services, Dept. of Land Conservation and Development, Dept. of Natural Resources, Dept. of Parks and Recreation, Dept. of State Fire Marshall State Lands, Dept. of Water Resources Department Local Agencies: City Councils Circuit Courts County Commissioners, Boards of Fire Districts Historical Preservation Commission Planning Commissions Port Districts Special Districts Oregon Tribal Governments 21. Retainage The withholding of retainage by Contractor or subcontractor shall be in accordance with ORS 279C.550 to 279C.570 and 279C.845(7). 22. Liens Contractor shall not permit any lien or claim to be filed or prosecuted against the state or a county, school district, municipality, municipal corporation, or subdivision thereof on account of any labor or materials furnished. Tsions Exhibit B—Construction Compliance Durham Fermenter Ductwork Replacement Project No.6835.001 Page 19 23.Notice of Claim on Bond The notice of claim required by ORS 279C.600 must be sent by registered or certified mail or hand-delivered no later than 180 days after the day the person last provided labor or furnished materials to the Project, or 180 days after the worker listed in the notice of claim by the Commissioner of the Bureau of Labor and Industries last provided labor to the Project. The notice may be sent or delivered to Contractor or subcontractor at any place Contractor or subcontractor maintains an office or conducts business or at the residence of Contractor or subcontractor. If the claim is for a required contribution to a fund of an employee benefit plan, the notice required by ORS 279C.600 must be sent or delivered within 200 days after the employee last provided labor or materials to the Project. The notice shall be in writing substantially as follows: To (here insert the name of Contractor or subcontractor and the name of District): Notice hereby is given that the undersigned(here insert the name of the claimant)has a claim for (here insert a brief description of the labor or materials performed or furnished and the person by whom performed or furnished; if the claim is for other than labor or materials, insert a brief description of the claim) in the sum of(here insert the amount) dollars against the (here insert public works bond or payment bond, as applicable)taken from (here insert the name of the principal and, if known,the surety or sureties upon the public works bond or payment bond) for the work of(here insert a brief description of the work concerning which the (public works bond or payment bond was taken). Such material or labor was supplied to (here insert the name of Contractor or subcontractor). (here to be signed) Tsions Exhibit B—Construction Compliance Durham Fermenter Ductwork Replacement Project No.6835.001 Page 20 PERFORMANCE BOND (Bond No. ) KNOW ALL MEN BY THESE PRESENTS, that the undersigned as Principal and , a corporation organized and existing under the laws of the State of , as Surety are held and bound unto Clean Water Services as the Obligee, in the penal sum of Dollars ($ ), lawful money of the United States of America, for the payment of which Principal and Surety bind themselves and their heirs, executors, administrators, successors, and assigns,jointly and severally. WHEREAS the Principal has entered into a contract dated , 20 (Contract) with the Obligee for Durham Fermenter Ductwork Replacement Project Number 6835.001, which Contract is made a part hereof as if fully incorporated herein. NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that if the Principal shall faithfully,punctually, and completely perform and abide with the covenants, terms, conditions, and provisions of the Contract and any extensions thereof in all respects and within the time prescribed therein, including, but not limited to, the terms of any warranty and guarantee required under the Contract; shall pay all laborers, mechanics, subcontractors,material and equipment suppliers, and persons supplying to the Principal or its subcontractors and suppliers at any tier labor, materials, supplies, or equipment for the prosecution of the work or any part thereof; shall fully defend, indemnify, and hold Obligee harmless from all cost and damage that Obligee may suffer by reason of Principal's failure to do so; and shall in all respects perform the Contract according to applicable law, then this obligation shall be null and void; otherwise, it shall remain in full force and effect. In any event, this obligation shall remain in full force and effect until the expiration of any statutes of limitation or repose applicable to claims against Principal arising out of the Contract. No prepayment or delay in payment and no change, extension, addition, or alteration of any provision of the Contract and no forbearance on the part of the Obligee shall operate to relieve Surety from liability on this bond, and Surety hereby consents to make such changes, extensions, additions, or alterations without further notice to or consent by Surety. If arbitration, litigation, or other proceeding is brought upon this bond by Obligee and judgment is or award is entered in Obligee's favor, Surety shall pay all of Obligee's costs incurred in such arbitration, litigation, or other proceeding, including attorney and expert witness fees. If there is an arbitration clause in the Contract, Surety agrees to participate in and to be bound by any such arbitration to the same extent Principal is bound. Ts10n5 Performance Bond Durham Fermenter Ductwork Replacement Project No.6835.001 Page 1 No right of action shall accrue on this bond to or for the use of any person or corporation other than the Obligee or the heirs, executors, administrators, or successors of the Obligee. Executed this day of , 20 . PRINCIPAL Title Address SURETY Title Address COUNTERSIGNED: Resident Agent Address TS10n5 Performance Bond Durham Fermenter Ductwork Replacement Project No.6835.001 Page 2 PAYMENT BOND (Bond No. ) KNOW ALL MEN BY THESE PRESENTS,that the undersigned as Principal and as Surety, a corporation organized and existing under the laws of the State of , are held and bound unto Clean Water Services as Obligee, for the use and benefit of all persons or entities that provide labor, material, equipment, or supplies for use under the contract described below, in the penal sum of Dollars ($ ), lawful money of the United States of America, for the payment of which Principal and Surety bind themselves and their heirs, executors, administrators, successors, and assigns,jointly and severally. WHEREAS the Principal has entered into a contract dated , 20 (Contract) with the Obligee for Durham Fermenter Ductwork Replacement Project No. 6835.001, which Contract is made a part hereof as if fully incorporated herein. NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that if Principal shall promptly make payment to all claimants as defined herein for all labor, material, equipment, or supplies used or reasonably required for use in the performance of the Contract, then this obligation shall be null and void; otherwise, it shall remain in full force and effect. In any event, this obligation shall remain in full force and effect until the expiration of any statutes of limitation or repose applicable to claims against Principal arising out of the Contract. Principal and Surety hereby jointly and severally agree with the Obligee that every claimant as herein defined who has not been paid in full before the expiration of a period of 180 days after the last date on which labor, material, equipment or supplies were supplied by such claimant may sue on this bond for the use of such claimant,prosecute the suit to final judgment for such sum or sums as may be justly due and owing claimant, and have execution thereon. The Obligee shall not be liable for the payment of any damages, costs, or expenses (including attorney fees) of any such suit. No prepayment or delay in payment and no change, extension, addition, or alteration of any provision of the Contract and no forbearance on the part of the Obligee shall operate to relieve Surety from liability on this bond, and Surety hereby consents to any such changes, extensions, additions, and alterations without further notice to or consent by Surety. If arbitration, litigation, or any other proceeding is brought upon this bond by the Obligee and judgment is entered or awarded in Obligee's favor, the Surety shall pay all of Obligee's costs incurred in such arbitration, litigation, or any other proceeding, including attorney and expert witness fees. rsions Payment Bond Durham Fermenter Ductwork Replacement Project No.6835.001 Page 1 Except as expressly provided above,no right of action shall accrue on this bond to or for the use of any person or corporation other than the Obligee or its heirs, executors, administrators, or successors. Executed this day of , 20 PRINCIPAL Title Address SURETY Title Address COUNTERSIGNED: Resident Agent Address Tsioiis Payment Bond Durham Fermenter Ductwork Replacement Project No.6835.001 Page 2 EXHIBIT A ATTACHMENT 1 DIVISIONS 03 AND 05 STRUCTURAL SPECIFICATIONS SECTION 03100 CONCRETE FORMING AND ACCESSORIES SECTION 03210 REINFORCING STEEL SECTION 03300 CAST-IN-PLACE CONCRETE SECTION 03600 GROUT SECTION 05120 STRUCTURAL STEEL FRAMING SECTION 05430 SLOTTED CHANNEL FRAMING DIVISION 15 MECHANICAL SPECIFICATIONS SECTION 15010 GENERAL PROVISIONS SECTION 15050 BASIC MATERIALS AND METHODS SECTION 15140 SUPPORTS AND ANCHORS SECTION 15890 DUCTWORK SECTION 15990 TESTING,ADJUSTING,AND BALANCING Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement DIV 03, 05, 15 TOC-1 SECTION 03100 CONCRETE FORMING AND ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Furnish all labor, materials, equipment, and services necessary for the construction of formwork for cast-in-place concrete, coordinating setting of inserts, sleeves, vapor barrier, and other work to be installed before forms are closed; and removal of forms. B. Related Sections: Division 3 Sections"Reinforcing Steel,"and "Cast-In-Place Concrete." C. The General Structural Notes shall be used in conjunction with these specifications. The General Structural Notes shall supersede items in this specification where discrepancies exist. 1.2 REFERENCES A. American Concrete Institute(ACI). B. APA-The Engineered Wood Association. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Product manufacturers are listed below. B. Other Manufacturers: Submit Substitution Requests prior to bid date to Owner for approval. 2.2 MATERIALS A. Plywood Form Faces: 1. Structural Concrete: Coated and sealed APA B-B Plyform Class 1, Ext. PS 1-83. Maintain panels clean, recoated, and in like new condition for each reuse. 2. Architectural Concrete: APA high density overlay(HDO) Plyform Class 1, Ext. B. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that will leave no corrodible metal closer than 1 inch to the plane of the exposed concrete surface. 2. Furnish ties that,when removed, will leave holes not larger than 1 inch in diameter in concrete surface. C. Inserts and Embedded Items: Pressure-preservative treated"Std. & Btr."fir for wood nailers and rough bucks. Schedule 40 PVC or ABS plastic pipe sleeves or poly-foam blocks wherever pipes or conduits pass through concrete work. Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 03100-1 D. Form Coatings: 1. Mineral spirit base form release agent. Verify compatibility with subsequent applied finishes and moisture protective coating systems as specified. Use no form oil. 2. Manufacturers: a. Cresset Chemical"Crete-Lease 880-VOC." b. Dayton Superior"Clean Strip J100 VOC." c. Masons Supply Company"Mascokote VOC." E. Chamfer Strip: 1. 1/2-inch smooth, 45°angled corner chamfer, 621. 2. Manufacturer: Greenstreak. F. Vapor Barrier Sheet: ASTM E1745 Class A, and permeance no greater than 0.020 U.S. Perms per ASTM F1249 or ASTM E96. Vapor barrier sheet shall maintain permeance no greater than 0.020 U.S. Perms after conditioning tests per ASTM E154 Sections 8, 11 12 and 13. 1. Stego Industries 15 mil "Stego Wrap Vapor Barrier"and"Stego Wrap Red Polyethylene Tape,"877/223-4333. 2. Fortifiber Building Systems Group"Moistop Ultra 15"and "Moistop Tape," 800/773-4777. 3. W. R. Meadows"Perminator 15 Mil Underslab Vapor-Mat,"and High Density Polyethylene Tape, 800-342-5976. 4. Griffolyn"VAPORguard" 15 mil vapor barrier, "Griffolyn Fab Tape"field seam tape, and Griffolyn Ultra VR Tape"repair tape. PART 3- EXECUTION 3.1 CONSTRUCTION OF FORMWORK A. Construct forms according to the recommended practices as outlined in ACI "Form Work for Concrete,"Special Publication No. 4, and ACI 347. Be prepared to submit loading data, if requested, on any system chosen for use. Design, strength, and safety are the responsibility of the Contractor. Manufacturer's instructions of pre-engineered forming systems shall take precedence over conflicting requirements of this specification. B. Construct forms to maintain slopes, lines, and dimensions shown and be straight, plumb, and sufficiently tight to prevent leakage. C. Securely brace and shore forms to prevent displacement, carry construction loads and safely support the concrete without distortion until set. Limit deflection of faces between studs and of studs and walers to 0.0025 times span. Other tolerances as specified in Schedule 203.1 of ACI 347. Cleanwater Services Project No. 6835.001 03100-2 Durham Fermenter Ductwork Replacement D. Use metal form ties manufactured for this purpose throughout. Wood separators and twisted wire tying will not be permitted. Use non-staining type at architectural concrete. E. Coordinate with other trades and provide ample opportunity for sleeves, inserts, hangers and other work to be installed before forms are closed. Do not install any inserts which will impair the strength of construction. Maximum diameter is 1/3 thickness of member in which embedded; minimum spacing is 3 diameters on center. Place inserts accurately, tied and supported securely in place. F. Provide access openings for cleaning and inspecting forms and reinforcing prior to depositing concrete. Thoroughly inspect forms prior to placing concrete,with all debris completely removed. G. Wet down or treat forms before pouring. Remove forms only when concrete is sufficiently hard and will not be damaged by removal, and the concrete has attained sufficient strength to ensure structural stability, carry dead loads and any construction loads which may be imposed upon it. END OF SECTION Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 03100-3 SECTION 03210 REINFORCING STEEL PART 1 - GENERAL 1.1 SUMMARY A. Furnish all labor, welding, materials, equipment, and services necessary for the installation of reinforcing steel. B. Related Sections: Division 3 Sections"Concrete Forming and Accessories,"and "Cast- In-Place Concrete." C. The General Structural Notes shall be used in conjunction with these specifications. The General Structural Notes shall supersede items in this specification when discrepancies exist. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM). B. American Welding Society(AWS). C. Concrete Reinforcing Steel Institute(CRSI). D. American Concrete Institute(ACI). 1.3 SUBMITTALS A. Submit the following to Owner and Engineer for approval prior to construction. B. Placing drawings and bar lists showing quantities, sizes, dimensions, bends, applicable details, spacing of bars, and location of splices. C. Steel shall be marked and identified when it arrives at the project. Provide mill certificates for each lot and make available to Owner upon request. PART 2- PRODUCTS 2.1 MATERIALS A. Unless noted on the Drawings, all reinforcing steel shall conform to ASTM A615 Grade 60 or ASTM A706 Grade 60. B. Bar and rod mats for concrete reinforcement conforming to ASTM A184. C. Plain smooth dowels and 1/4-inch diameter smooth bars conforming to ASTM A615 Grade 60. D. Tie wire shall be 16 gauge or heavier black annealed wire. E. Bar supports shall conform to the CRSI Manual of Standard Practice, Chapter 3, Bar Supports. Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 03210-1 F. Reinforcing bars to be embedded in concrete shall be free from oil, loose mill scale and rust. Reinforcing bars with rust, mill scale or a combination of both will not be acceptable without cleaning or brushing provided that upon wire brushing a sample, the dimensions including height of deformations and weights shall not be less than the applicable ASTM requirements. 2.2 FABRICATION A. Fabricate concrete reinforcing in accordance with CRSI (DA4)—Manual of Standard Practice,ACI SP-66—ACI Detailing Manual, and ACI 318. B. Welding of reinforcement is not permitted unless otherwise noted on the Drawings. C. Locate reinforcing splices not indicated on drawings at point of minimum stress. PART 3- EXECUTION 3.1 INSTALLATION A. Details of concrete reinforcement not covered in the Drawings and these Specifications shall be in accordance with the CRSI Manual of Standard Practice. B. Reinforcing bars shall conform accurately to the dimensions detailed and be within the standard fabricating tolerances. C. Unless otherwise noted on the Drawings, bend all hooks using the pin diameters and dimensions detailed as ACI Standard Hooks. D. Do not bend or straighten reinforcing bars in a manner that will injure the material. E. Place bars in conformance with the CRSI Manual of Standard Practice. F. Securely tie bars to prevent displacement during the pouring operation. Wire dowels in place before depositing concrete. G. Install reinforcing bar splices as detailed. H. Minimum Clear Thickness of Concrete Over Bars: 1. 3 inches at earth formed or surfaces bearing on earth. 2. 1-inch at faces of slabs. 3. 1-1/2-inches at walls exposed to earth and weather with#5 and smaller reinforcing bars. 2-inches at walls exposed to earth and weather with#6 and larger reinforcing bars. 4. 3/4-inch at interior face of walls. 3.2 FIELD QUALITY CONTROL A. Tests and Inspections: The Owner will employ the services of an independent testing laboratory to conduct inspection services on all reinforcing steel placement. Cleanwater Services Project No. 6835.001 03210-2 Durham Fermenter Ductwork Replacement END OF SECTION Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 03210-3 SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. Furnish all labor, materials, equipment, and services necessary for the installation of cast-in-place concrete, including mixing, delivery and placement; finishing, curing, and sealing; and tests, reports, and records of inspection as required. B. Related Sections: Division 3 Sections"Concrete Forming and Accessories,"and "Reinforcing Steel." C. The General Structural Notes shall be used in conjunction with these specifications. The General Structural Notes shall supersede items in this specification when discrepancies exist. 1.2 REFERENCES A. American Concrete Institute(ACI). Unless noted otherwise, all references to ACI documents shall conform to current building code adopted section or most current section if not adopted by current building code. B. American Society for Testing and Materials (ASTM). 1. ASTM C33, Standard Specification for Concrete Aggregates. 2. ASTM C39, Standard Specification for Ready-Mix Concrete. 3. ASTM C143, Test for Slump of Portland Cement Concrete. 4. ASTM C150, Standard Specification for Portland Cement. 5. ASTM C260, Standard Specification for Air-Entraining Admixtures for Concrete. 6. ASTM C309, Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete. 7. ASTM C494, Standard Specification for Chemical Admixtures for Concrete. 8. ASTM C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. 9. ASTM C685, Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing. 10. ASTM C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete. 11. ASTM C1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete. 1.3 SUBMITTALS Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 03300-1 A. Submit the following to Owner and Engineer for approval prior to installation. B. Manufacturer's printed product data of concrete additives, curing compounds, and sealers, clearly marked to indicate selected products. C. Manufacturer's"Full System" 15-year warranty on flooring materials and labor for interior curing compound. D. Mix designs for all specified mixes, 14 days before any concrete placement, including manufacturer's product data for all admixtures and amounts per yard. Submittals shall conform with ACI 318, Chapter 5, requirements for mix designs. Sample standard deviation shall be calculated per ACI 318 section 5.3.1.1 or 5.3.1.2. Documentation of average compressive strength shall also be submitted and approved per ACI 318-11 section 5.3.3.1. E. Copies of laboratory test reports on the compressive strength of test cylinders made with each mix proposed for use. F. Copies of certificates prepared by the concrete supplier stating that the approved additives were added to each batch of concrete delivered to the site. Certificates shall also state, if applicable, amount of water which was withheld at the batch plant for inclusion at the site. Each certificate accompanied by one copy of each batch delivery ticket indicating the trade name, manufacturer's name, and amount per cubic yard of material added. G. Construction Joint Shop Drawings: Indicated proposed construction joint locations for all concrete pours to be reviewed by the Owner. H. Slab Control Joint Shop Drawings: Indicate proposed slab on grade control joint locations to be reviewed by the Owner. 1.4 QUALITY ASSURANCE A. Perform all work of this section in accordance with ACI 301 and ACI 318. B. Follow recommendations of ACI 306R when concreting during cold weather. C. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C94 requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's"Certification of Ready Mixed Concrete Production Facilities." D. Pre-Installation Conference: Schedule and administer pre-installation conference to review finishing techniques of concrete, use of additives, and application of curing compounds with attending Architect,job superintendent, independent test lab representative, concrete supplier, and concrete finishing subcontractor. Include inspection of the vapor barrier for proper joint seals and no unsealed penetrations. E. Tolerances for concrete construction and materials shall conform to all requirements of ACI 117-10, unless more stringent requirements are part of this specification. PART 2 - PRODUCTS Cleanwater Services Project No. 6835.001 03300-2 Durham Fermenter Ductwork Replacement 2.1 MANUFACTURERS A. Product manufacturers are listed below. B. Other Manufacturers: Submit Substitution Requests prior to bid date to Owner for approval. 2.2 CONCRETE MATERIALS A. Cement: ASTM C150, Type I, low alkali or Type II for all concrete Work. B. Fine and Coarse Aggregates: ASTM C33. C. Water: ASTM C1602, clean, potable, and not detrimental to concrete. Do not add water to mix at project site unless letter from concrete supplier is obtained documenting amount of water withheld from mix to be added at project site. D. Admixtures: 1. All admixtures produced by the same manufacturer to ensure compatibility of the products. Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete or as indicated within the drawings or specifications. Do not use calcium chloride or admixtures containing calcium chloride. 2. Air Entraining Agent: a. ASTM C260. Air content held within ±1%for up to one hour from batching. Provide in all exterior concrete at 4%to 6%. Footings may contain 5%air entrainment. b. Products: (1) "Daravair-1000"or"Darex II AEA"by Grace Construction Products. (2) "Micro Air"or"MBAE-90"by Master Builders. 3. Water Reducing Admixture: a. ASTM C494, Type A. All concrete shall contain a Type A admixture in the basic design with dosages high enough to reduce water by at least 10%from the same mix without the admixture. This admixture shall produce no retardation. b. Products: (1) "Zyla 630"by Grace Construction Products. (2) "Polyheed"by Master Builders. 4. High Range Water Reducing Admixture (Superplasticizer): Cleanwater Services Project No.6835.001 Durham Fermenter Ductwork Replacement 03300-3 a. ASTM C494, Type F. Batch plant added, extend rheoplastic time, maintain setting characteristics similar to normal concrete throughout the recommended dosage range at varying concrete temperatures, reduce water 15%to 40%, and give higher early and ultimate strengths. Use of this product is Contractor's option, except as required by Division 3 Section"Architectural Concrete." b. Products: (1) "ADVA 195"by Grace Construction Products. (2) "Rheobuild 1000" by Master Builders. (3) "Polyheed"by Master Builders, used at 10 oz./100 lbs. of cementitious material or greater. Dosage of approved mixes can be increased to over 10 oz. and meet the requirements for superplasticizer use. 5. Accelerating Admixture: a. ASTM C494, Type E. Do not use chloride in its manufacture. Use of this product is Contractor's option. b. Products: (1) "Daraset"by Grace Construction Products. (2) "Pozzutec 20"by Master Builders. 6. Retarding Admixture: a. ASTM C494, Type D. Do not use retarder without the Architect or Engineer's approval. Submit written proposed details of use. b. Products: (1) "Daratard-17"by Grace Construction Products. (2) "Pozzolith 100 XR"by Master Builders. 7. Freeze Protection Admixture: a. At the Contractor's option, add ASTM C494, Type E, admixture, specially formulated to give protection from freezing down to 20°F may be used at the admixture manufacturer's required dosage to place concrete in ambient temperatures as low as 20°F (-7°C) until initial set has been reached. Provide manufacturer's certification that this admixture will protect the concrete from freezing when used per their written instructions. b. Products: "Pozzutec 20"by Master Builders at 60 oz.to 90 oz./100 lbs. of cementitious material. 8. Silica Fume Mineral Admixture: Cleanwater Services Project No. 6835.001 03300-4 Durham Fermenter Ductwork Replacement a. Batch plant added at 15% by weight of cement. b. Product: MB-SF by Master Builders. E. Fly Ash: 1. May be used at Contractor's option to replace up to 20% of cement content, provided the mix design strength is substantiated by test data. 2. Conform to ASTM C618, including Table 24, Class F. 3. Ground granulated blast furnace slag (slag cement)conforming to ASTM C-989 and AASHTO M-302, Grade 100. F. Hot Weather Finishing Aid: 1. Specially formulated material to be sprayed on fresh concrete to prevent rapid drying during hot and windy weather. Sprayed over plastic concrete,finishing aid produces a monomolecular film that holds the water in until the next finishing operation. Product contains a yellow fluorescent color tint to easily identify the areas covered. 2. Products: "Confilm"by Master Builders. G. Curing Paper and Sheet Covering: ASTM C171, waterproof paper, polyethylene film, and burlap polyethylene sheet. H. CUR-2, Curing Compound for exterior slabs, and slabs-on-grade not scheduled to receive glue-down floor finish: 1. ASTM C309, Type 1. One coat application at coverage rate of 200 s.f./gallon. 2. Products: a. "Masterkure 200W"water base curing compound by Degussa Building Systems. b. "VOCOMP-20"by W.R. Meadows. c. "Hydro Cure 309"by Unitex. d. "Conspec RX Cure WB"by Dayton Superior. Expansion Joints: 1. ASTM D1751. 1/2-inch thick expansion joint(slabs, sidewalks, curbs, and pavements)for interior and exterior,with gray joint sealant. 2. Joint Sealant Products: a. "Eternaflex"by Gibson-Homans two-part urethane joint sealant. b. "Masterfill 300"by Master Builders. Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 03300-5 c. "Sikaflex-la NS/SL"by Sika. d. "Pourthane SL" by W.R. Meadows. J. Bonding New Concrete to Old: 1. Epoxy bonding adhesive complying with ASTM C881 and of type required for specific application. 2. "Concressive LPL"by Master Builders. K. CS-1, Concrete Sealer: 1. Water base acrylic concrete sealers. 2. Products: a. "Aqua-Cure VOX"by Euclid. b. "VOCOMP-25"by W.R. Meadows. c. "Hydro Seal 18"by Unitex. L. Protection Board: 1/2-inch by 4-feet by 8-feet APA CDX plywood. 2.3 REPAIR MATERIALS A. Repair Overlayment and Underlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations. 1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2. Primer: Product of topping manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by topping manufacturer. 4. Compressive Strength: Not less than 5000 psi at 28 days when tested according to ASTM C 109/C 109M. 2.4 CONCRETE MIX DESIGN A. Contractor's Option: 1. Before ordering concrete, submit four copies of previously used and tested design mixes meeting the requirements of ACI 301, using aggregates, admixtures, and cement/fly ash intended for use in this concrete, to Owner and Engineer for review and approval for use in this Work. Cleanwater Services Project No. 6835.001 03300-6 Durham Fermenter Ductwork Replacement 2. Laboratory designed mix strength used as a basis for selecting proportions of ingredients for concrete exceeds the minimum specified design strength by the amount required by ACI 301, but not less than 500 psi. Comply with ACI 211.1 recommendations. B. Show dry weight of cement,fly ash, saturated-surface-dry weights of fine and coarse aggregate, quantities of admixtures, W/C ratio, slump, air content, and the unit weight per cubic yard of concrete. Submit a separate design mix for each design mix number required in this Work. C. Manufacturer is fully responsible for the selection of proportions for the concrete mix, ASTM C94 and ACI 301. D. Mix Design: 1. 28-day minimum compressive strength of 3000 psi per ACI 301. 2. ASTM C33 fine aggregate and size No. 67(3/4-inch to No.4) coarse aggregate. 3. Maximum 4-inch slump, maximum water/cement 0.50. 4. Include additives as specified. E. Limit water-soluable, chloride-ion content in hardened concrete to 0.15 percent by weight of cement. PART 3- EXECUTION 3.1 CONCRETE MIXING A. Ready-Mixed Concrete: 1. Use only ready-mixed concrete obtained from plant approved by the Architect or Engineer, mixed and delivered in conformance with the approved design mix. Obtain a delivery ticket for each batch of concrete delivered to the job. 2. Maintain a file of all delivery tickets at the job site, in good order, available for inspection by Architect or Engineer at all times. Include the following information: Name of ready-mix batch plant; serial number of ticket; date and truck number; Contractor's name;job name, and location (address); amount of concrete in batch (cubic yards); mix type number; location placing on job; and name, quantity and type of admixtures. B. Add all ingredients to the concrete at the batch plant during the mixing time. This includes all cement, fly ash, aggregate, water, and admixtures. C. Do not add water to the concrete mix at the Project Site unless it is specifically noted on the batch ticket that water was withheld at the batch plant for inclusion at the Project Site. The special inspector shall approve any water addition at the Project Site. D. Mix concrete in strict accordance with admixture manufacturer's instructions and recommendations for uniform and complete distribution. 3.2 CONCRETE PLACEMENT Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 03300-7 A. Place concrete in accordance with ACI 304R. B. Place concrete floor slabs in accordance with ACI 302.1R. C. Ensure reinforcement, inserts, embedded parts, and formed construction joint devices will not be disturbed during concrete placement. D. Thoroughly soak wood forms or coat with release compound before pouring concrete. Dampen earth bottoms to reduce moisture loss from concrete. E. Deposit concrete as near to the final position as possible to avoid rehandling or movement by vibrators. Insert the vibrator within 2 feet of the point of placement as the concrete is being placed. Place the concrete in uniform, horizontal layers not exceeding 24 inches in height after consolidation. Avoid vertical joints or inclined planes. The piling up of concrete in forms in such a manner as to permit the mortar to escape or to necessitate the lateral flow of the concrete will not be permitted. Deposit concrete continuously and as rapidly as practical until the entire unit of pour is completed. F. In ambient temperatures over 80°F, pour concrete within 90 minutes of being mixed. G. Provide hoppers and elephant trunks to place concrete in deep forms without exceeding 6 feet maximum free fall. Establish pour lines to occur only at feature lines or as approved by the Architect. H. Whenever it is necessary to discontinue pouring prior to the complete filling of the forms, and a horizontal construction joint occurs, or when concrete has been permitted to set for two hours or more, such joints shall be roughened, cleaned,wetted and slushed with a neat 50%sand/50%cement grout immediately before additional concrete is placed. Refer to Division 3 Section "Concrete Forming and Accessories,"for requirements of reveal joints in exposed concrete surfaces. Do not deposit concrete that has partially hardened or been contaminated by foreign material nor use retempered concrete. J. Concrete placed in ambient temperatures of 50°F down to 40°F may be treated with the specified accelerating admixture. Do not add calcium chloride to the concrete. K. Do not place concrete when weather forecast predicts temperatures below 40°F within succeeding 24 hours without approval of Architect or Engineer. When approval is granted for placing of concrete during times when temperature is below 40°F, follow all of the requirements of ACI 306.1, Cold Weather Concreting, or, at the Contractor's option, use the specified freeze protection admixture at 60 oz./100 lbs. of cement in the mix, per manufacturer's written instructions, without doing the protection required in ACI 306.1. L. Cold Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When average high and low temperature is expected to fall below 40 degrees F for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. Cleanwater Services Project No. 6835.001 03300-8 Durham Fermenter Ductwork Replacement 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. M. Hot-Weather Placement: Comply with ACI 305.1 and as follows: 1. Maintain concrete temperature below 90 deg F (32 deg C)at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. N. Protect slab-on-grade concrete from rapid drying and wind regardless of temperature. 3.3 CONCRETE SLAB-ON-GRADE JOINTS A. Expansion/Isolation Joints: 1. Provide expansion/isolation joints where detailed and as follows: 2. Locate in slabs on grade to isolate vertical and horizontal movement between slabs and adjoining structures such as walls, columns, footings, or specially loaded areas such as machinery bases. B. Construction Joints: Coincide construction joints with contraction and isolation joints where possible. Key or dowel the joint as required. Where construction joints do not coincide with contraction and isolation joints, provide bonded dowel joints at heavily loaded slabs and butt joints at lightly loaded slabs in accordance with ACI 224.3R-95. C. Install joint filler in joints as detailed and seal all joints with joint sealant in accordance with sealant manufacturer's instructions. 3.4 COMPACTION A. Vibrate all concrete, or work by hand where vibration cannot be used to assure close contact with all surfaces of the forms and reinforcement, and leveled off at proper grade to receive finish. Vibrate for sufficient duration to accomplish thorough compaction and complete embedment of reinforcement but not long enough to cause separation of the mix. Keep the vibrator away from the architectural surface of the form at least 3 inches. When there is a single steel reinforcing cage stay on the other side of the steel from the architectural exposed side. Where there are two steel cages, insert the vibrator in between the steel and not on the form side. B. The vibrator shall be either motor-in-head type with 180 cycle generators or 2-1/2 h.p. motor-on-shaft type with length not exceeding 12 feet. Motor-in-head units with 60-cycle power or similar sources will not be used. The vibrator is subject to approval of the Owner or Engineer. 10,000 impulses per minute minimum frequency. Be thoroughly familiarized with all requirements and discussion of the vibrator selection included in ACI 309, Consolidation of Concrete. General use of vibrators for this construction shall have heads from 2-1/4 inches to 2-5/8 inches in diameter and 16-inches in length. Cleanwater Services Project No.6835.001 Durham Fermenter Ductwork Replacement 03300-9 C. Top out all concrete with a lesser powered vibrator, not to exceed 12 inches in length,to remove air pockets from the top portion of the casting. This will be done only after the other compaction is completed. The specified high-energy vibrators have a tendency to churn air into the top of the concrete. In no case will the vibrator be allowed to be partially exposed from the concrete surface. When partial exposure occurs, the vibrator will be immediately extracted. 3.5 PROTECTION AND CURING A. Comply with the requirements of ACI 308.1. B. Protect concrete finishes against injury from the elements and defacements of any nature during construction operation. C. When concrete slabs have received their finish, and as soon as the surface water subsides, coat the entire surface with curing compound applied at a rate recommended in the manufacturer's written instructions. D. Keep all unformed and exposed surfaces of footing pads, grade beam footings, columns and walls continuously moist for at least seven days and at a minimum temperature of 40°F. Concrete placed with freeze protection admixture may be cured with 20°F as the minimum temperature. Keep wood forms wet during curing period and spray wood and metal forms to cool when exposed to heating by sunlight or hot winds; or loosen forms and apply water directly to concrete. Moist-cure formed work as forms are removed during curing period. E. Cover with curing paper and sheets in lieu of curing compounds whenever protection from rapid drying by sunlight or atmospheric temperature and low humidity is required. 3.6 CONCRETE FINISHING A. Exterior Slabs and Curbs: 1. Construct and locate as detailed. Prior to final set, finish slabs with power tools to a dense, hard, uniform wood trowel surface. Hand-trowel at edges as required. 2. After wood troweling of the surface is completed, provide a medium broom finish. 3. Apply curing compound to top surfaces after finishing and to formed surfaces wherever forms are removed before end of seven-day moist curing period. 4. Locate expansion joints between footings and paved areas,curbs, and structure walls. 5. Place joint filler full depth of slab less 1/2-inch down from top and fill top 1/2-inch with joint sealant after pavement is cured. 3.7 CONCRETE SURFACE REPAIRS A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. Surface defects that include honeycomb, rock pockets, indentations greater than 3/16 inch, cracks 0.010 inch wide and larger, spalls, chips, air bubbles greater than 3/4 inch diameter, pinholes, bug holes, embedded debris, Cleanwater Services Project No. 6835.001 03300- 10 Durham Fermenter Ductwork Replacement lift lines, sand lines, bleed lines, leakage from form joints, fins and other projections,form popouts, texture irregularities, and stains and other color variations that cannot be removed by cleaning. Repair and patch defective areas when approved by Architect or Engineer. Remove and replace concrete that cannot be repaired and patched to Owner's approval. B. Patching Mortar: Mix dry-pack patching mortar, consisting of one part portland cement to two and one-half parts fine aggregate passing a No. 16 sieve, using only enough water for handling and placing. C. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. 1. Repair finished surfaces containing defects. Surface defects include spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions. 2. After concrete has cured at least 14 days, correct high areas by grinding. 3. Correct localized low areas during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. 4. Correct other low areas scheduled to remain exposed with a repair overlayment. Cut out low areas to ensure a minimum repair overlayment depth of 1/4 inch to match adjacent floor elevations. Prepare, mix, and apply repair topping and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. 5. Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least a 3/4- inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. 6. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. D. Perform structural repairs of concrete, subject to Owner and Engineer's approval, using epoxy adhesive and patching mortar. E. Repair materials and installation not specified above may be used, subject to Owner and Engineer's approval. 3.8 MANUFACTURER'S FIELD SERVICE Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 03300-11 A. Provide the services of a qualified technical representative of the product manufacturer to instruct the concrete supplier in proper batching and mixing of materials for admixtures. B. Provide the services of a qualified technical representative from the interior curing compound manufacturer to instruct the concrete finisher in the proper application of the interior curing compound. 3.9 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Use ACI Standard Specification for Structural Concrete for Buildings,ACI 301 for all concrete Work. Inspect placing and condition of reinforcing before placing concrete. 2. The Owner will employ the services of an Independent Testing Laboratory(ITL) for taking of tests and to conduct inspection services. Cooperate with the Testing Laboratory and provide storage for shipping boxes, cylinder molds, and assist in storage and shipping of cylinders. Reference requirements of structural drawings and Statement of Special Inspections within the structural drawings for all required inspections and testing in addition to this specification. 3. Give Owner and testing laboratory 24 hours advance notice before starting work requiring inspections and tests. 4. Inspection includes placing and finishing of concrete Work to ensure workmanship, control of materials and compliance with the Specifications. 5. For each day's pour of each concrete mixture, make four standard 6-in by 12-in compression test cylinders for testing complying with ASTM C31 and obtained according to ASTM C172. Test one at seven days, one pair at 28 days, and one "hold cylinder"on every 150-cu.yd. of concrete or 5000-sf of surface area for slabs and walls placed or each day's pour if less than 150-cu.yd. Compression test cylinders will not be required for minor non-structural pours of less than 10-cu.yd. per day if prior approval of Architect or Engineer is obtained. 6. A slump, air content, and unit weight test will be made when cylinders are taken. Contractor shall maintain a slump test cone on the site at all times for intermittent slump tests as requested. 7. Concrete in pours which do not attain the specified strength may be rejected and must be replaced if so ordered. 8. Submit ITL written reports on all tests and inspections made, to the Owner, ready-mix producer, and other offices as directed by the Owner. 9. Evaluation of Test Results: If the results of this testing show that any part of the structure contains material which is below the requirements called for by these Specifications, that portion of the Work will be subject to condemnation by the Owner or Engineer. Remove and replace any Work so condemned by the Architect Owner or Engineer as directed by the Owner or Engineer. Cleanwater Services Project No. 6835.001 03300- 12 Durham Fermenter Ductwork Replacement 10. Load and Core Tests: Make load tests per ACI 318, core tests and such other tests as the Architect may deem necessary, at Contractor's expense for the _immim following reasons: a. Average 28-day strength of any pair of test cylinders more than 500 psi below design strength. b. Average 28-day strength of three consecutive pair of test cylinders below design strength. c. Evidence of uncured frozen concrete. END OF SECTION Cleanwater Services Project No.6835.001 Durham Fermenter Ductwork Replacement 03300-13 SECTION 03600 GROUT PART 1 - GENERAL 1.1 SUMMARY A. Non-shrink non-metallic grout. B. Related Sections: Section 051200—"Structural Steel." C. The General Structural Notes shall be used in conjunction with these specifications. The General Structural Notes shall supersede items in this specification when discrepancies exist. 1.2 REFERENCES A. Drawings and general provisions of Contract. B. American Society for Testing and Materials (ASTM). 1. ASTM C1107—Standard Specification for Packaged Dry, Hydraulic-Cement Grout(Nonshrink) 1.3 QUALITY ASSURANCE SUBMITTALS: A. Submit building code required compression test reports for structural grout. PART 2- PRODUCTS 2.1 MATERIALS A. Nonmetallic Non-shrink Grout. 1. Industry Standard:ASTM C1107 2. Minimum Compressive Strength: f'c=5,000 psi in 28 days. PART 3- EXECUTION 3.1 PERFORMANCE A. Installation of Cementitious Grout: 1. Pack space below bearing plates supporting structural members and stationary equipment with nonmetallic non-shrink grout. 3.2 COMPLETION A. Grout testing: Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 03600-1 1. When required by the Special Inspection Requirements of the Oregon Structural Specialty Code,the Owner will employ an independent testing laboratory to evaluate grout supporting structural members. B. Adjusting defective Work: 1. Replace damaged and defective grout and anchoring cement work. C. Physical Barrier Protection: 1. Cover fresh grout and anchoring cement for 24 hours minimum. 2. Cover fresh grout and anchoring cement with plywood or oriented strand board where exposed to public,pedestrian, and animal traffic. END OF SECTION Cleanwater Services Project No. 6835.001 03600-2 Durham Fermenter Ductwork Replacement SECTION 051200 STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 SUMMARY A. The General Structural Notes shall be used in conjunction with these specifications. The General Structural Notes shall supersede items in this specification when discrepancies exist. B. Provide structural steel members, including all anchor bolts and other devices required for installation. C. Shop fabricate miscellaneous steel and iron work, including brackets, braces, angles, lintels, anchors, supports, or other items shown on Drawings for support or connection of other work. D. Furnish items to other trades when setting and installation is part of their work. E. A list of items needed for the construction of the building are herein specified and constitutes a description of the type of materials necessary to fabricate such items. However, this does not imply that each individual item on the job is herein listed. 1.2 REFERENCES A. American Institute of Steel Construction (AISC). 1. AISC (MAN)-Steel Construction Manual;American Institute of Steel Construction, Inc. 2. AISC S303—Code of standard Practice for Steel Building and Bridges;American Institute of Construction, Inc. B. American Iron and Steel Institute(AISI): Stainless Steel types C. American National Standards Institute(ANSI) D. Specialty Steel Industry of North America(SSINA): 1. Spcifications for Stainless Steel 2. Design Guidelines for the Selection and Use of Stainless Steel 3. Stainless Steel Fabrication 4. Stainless Steel Fasteners E. American Society for Testing and Materials (ASTM). 1. ASTM A240/A240M—Standard Specification for Chromium and Chromium- Nickel stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications. Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 05120-1 2. ASTM A276-Standard Specification for Stanless Steel Bars and Shapes. 3. ASTM F593—Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs. 4. ASTM F594—Standard Specification for Stainless Steel Nuts. 5. ASTM C1107/C1107M-Standard Specification for Packaged Dry, Hydraulic- Cement Grout(Nonshrink);2011. F. International Code council Evaluation Service(ICC-ES) 1. AC193,Acceptance Criteria for Mechanical Anchors in Concrete Elements. 2. AC308,Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements. G. The American Welding Society(AWS). 1. AWS A2.4-Standard Symbols for Welding, Brazing, and Nondestructive Examination;American Welding Society;2012. 2. AWS D1.6/D1.6M-Structural Welding Code—Stainless Steel. 1.3 SUBMITTALS A. Submit the following to Owner and Engineer for approval prior to fabrication. B. Shop drawings detailing fabrication of structural steel components. 1. Cross reference shop drawing details to detail numbers on the Drawings to facilitate checking. 2. Include details of cuts, connections, splices, camber, holes, and other pertinent data. 3. Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. 4. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify high-strength bolted slip-critical, direct-tension, or tensioned shear/bearing connections. C. Provide AWS cerificate copy for all welders. Submit to Owner prior to fabrication. D. Welding procedure specifications (WPS)for all different welding types and fit-ups. E. Provide mill certificates attesting to grades of structural steel, steel tubing and pipe. F. Submit headed studs certification for Nelson process. G. Qualification Data: For firms and persons specified in"Quality Assurance"Article to demonstrate their capabilities and experience. Include lists of completed projects with Cleanwater Services Project No. 6835.001 05120-2 Durham Fermenter Ductwork Replacement project names and addresses, names and addresses of architects and owners, and other information specified. 1.4 QUALITY ASSURANCE A. All fabrication shall be performed by a Fabricator certified by the American Institute of Steel construction,AISC, Category STD, Standard for Steel Building Structures. The Fabricator shall be certified category STD at the time of bid and shall maintain this certification for the duration of the project. B. Fabricator Qualifications: A qualified fabricator who participates in the AISC Quality Certification Program and is designated an AISC-Certified Plant, Category Sbd. C. Erector: Company specializing in performing the work of this section with minimum 5 years of documented experience. D. Installer Qualifications: A qualified installer who participates in the AISC Quality Certification Program and is designated an AISC-Certified Erector, Category CSE. 1.5 DELIVERY, STORAGE,AND HANDLING A. Store material at the project site above the ground on platforms, skids or other supports, and protect from corrosion. Store nuts, bolts, washers, grout, welding rods and other materials in weathertight and dry location. Keep packaged materials in original, unbroken containers. B. Structural steel at job site without inspection certificate or erection marks will be rejected. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Product manufacturers are listed in Paragraph 2.2, Materials. B. Other Manufacturers: Submit Substitution Requests prior to bid date to Owner for approval. 2.2 MATERIALS A. Sections: 1. Pipes: ASTM A312, Type 304SS (Min. Fy=30 ksi). 2. Plates:ASTM A240, Type 304SS (Min. Fy=30 ksi) B. Anchor Rods, Bolts, Nuts and Washers: 1. Hooked and Headed Anchor Rods:AISI 316 SS, 2. Bolts: ASTM A593, Type 316SS 3. Washers: Washers to match material specification of attached bolt and anchor rods. Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 05120-3 4. Nuts: ASTM F594, grade to match attached bolt or anchor rod. C. Welding: Comply with AWS requirements D. Expansion Anchors: 1. Description: Stainless steel at exterior exposure, Grade 316. 2. Manufacturers: "Kwik Bolt TZ"by Hilti, "Ramset/Redhead TruBolt"by ITW, "Strong-Bolt 2" by Simpson Strong Tie: 2.3 FABRICATION A. Incorporate minimum reference standard for fabrication and erection;AISC Specifications and AISC"Steel Construction Manual." B. Cut shapes to pattern, sizes, and dimensions as detailed and approved. Punch and drill holes accurately, maintaining proper edge and end clearance and proper diameter to fit each fastening. Countersink holes for flat head wood screws. C. Camber structural steel members where indicated. D. Remove rust, scale, grease and oil after fabrication and prime paint. E. Furnish and shop assemble all items true to measurements taken at the job, disassembled and ship to the job, complete with all sleeves, bolts, etc., necessary for erection. F. Mark each member or assembly of members with erection marks for identification; furnish an erection diagram with marks shown. Load structural members or assembled units in such a manner that they may be transported and unloaded without being excessively stressed, deformed or otherwise damaged. Place fabricated material on skids, off the ground; keep clean and properly drained. G. All welding performed by AWS certified welders and in accordance with AWS Code. Grind welds on architecturally exposed items to make smooth and flush when ready for paint finish. H. Grind smooth all welds as required for proper fit up and connection of other members. I. Shop weld bases and bearing plates to steel columns and framing members where indicated for anchorage to concrete. J. Grind exposed ends and cut edge of all items smooth and slightly beveled to remove sharpness, burrs, and cutting marks. Use gas cutting torch in the field to cut holes or correct fabrication errors only after submitting each condition to Engineer for review. PART 3- EXECUTION 3.1 ERECTION A. Comply with the AISC"Code of Standard Practice for Steel Buildings and Bridges." Cleanwater Services Project No. 6835.001 05120-4 Durham Fermenter Ductwork Replacement B. Use special care in unloading, handling, and erection, to avoid bending, twisting, or otherwise distorting the members. Plan and execute the erection in such a way that the close fit of the joints and the structure as a whole will not be impaired. C. Allow for erection loads, and provide sufficient temporary bracing to maintain structure in safe condition, plumb, and in true alignment until completion of erection and installation of permanent bracing. D. Do not field cut or alter structural members without approval of Engineer. E. Grout solidly between column plates and bearing surfaces, complying with manufacturer's instructions for non-shrink grout. Trowel grouted surfaces smooth, splaying neatly to 45 degrees. F. All visible bolts within an interior or exterior space shall be facing the same direction. G. Remove all construction support and unrelated added components not necessary for the structural performance of the steel element. H. Do not set permanent bolting or welding until as much of the structure as will be stiffened thereby has been properly aligned within tolerances. I. At completion of erection, touch-up paint bolts and field welds and abrasions with the same paint used for shop painting. Repair galvanized steel in accordance with ASTM A780. 3.2 FIELD ASSEMBLY A. Set structural frames accurately to the lines and elevations indicated. Align and adjust the various members forming a part of a complete frame or structure before permanently fastening. Clean bearing surfaces and other surfaces which will be in permanent contact before assembly. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. B. Level and plumb individual members of the structure within AISC tolerances. C. Splice members only as detailed or specified. D. Provide temporary bracing where necessary to take care of loads to which the structure may be subjected, including erection equipment, and its operation. Leave bracing in place as long as may be required. 3.3 FIELD QUALITY CONTROL A. Tests and Inspections: The Owner will employ the services of an independent testing laboratory for performing tests and to conduct inspection services on all shop fabricated and on-site structural welding and bolting plus expansion anchor, grouted anchor, and adhesive anchor placement in hardened concrete required for this construction and as required per the Statement of Special Inspections within the Structural Drawings. END OF SECTION Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 05120-5 • SECTION 05430 SLOTTED CHANNEL FRAMING PART 1 - GENERAL 1.1 SUMMARY A. The General Structural Notes shall be used in conjunction with these specifications. The General Structural Notes shall supersede items in this specification when discrepancies exist. B. Framing shall be a strut type metal framing system (Strut System) C. Strut System and compotents must be supplied from a single approved Manufacturer. 1.2 QUALITY ASSURANCE A. Manufacturer's qualifications: 1. The manufacturer shall have at least 10 years experiencein manufacturing Strut Systems. 2. The manufacturer must certify in writing all components supplied have been produced in accordance with an established quality assurance program. B. Work shall meet the requirements of the following standards: 1. Federal, State, and Local codes 2. Americian Iron and Steel Institute(AISI) Specification for the Design of Cold- Formed Steel Structural Members 3. American Society for Testing and Materials(ASTM) 4. Metal Framing Manufacturer's Association (MFMA) 1.3 SUBMITTALS A. Assembly drawings necessary to install the Strut System in compliance with the Contract Drawings. B. Pertinent manufactuers published data. 1.4 PRODUCT DELIVERY, STORAGE,AND HANDLING A. All material is to be delivered to the work site in original factory packaging to avoid damage to the finish. B. Upon delivery to the work site, all components shall be protected from the elements by a shelter or other covering. 1.5 WARRANTY Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 05430-1 A. Manufacturer shall warrant for 1 year from the shipment date that products will be free from defects in material or manufacture. In the even of any such defect in violation of the warranty, Manufacturer shall have the option to repair or replace any such defective product. B. Installer shall warrant for 1 year from the date of completion of work that the work will be free of defects in installation. In the event of any such defect in violation of the warranty, Installer shall have the option to repair or replace any such defective product. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Strut System and components shall be UNISTRUT. B. Other Manufacturers may be substituted subject to Owner approval. 2.2 MATERIALS A. All channel members shall be fabricated conforming to ASTM A240, Type 304 Stainless Steel or A1046 SS Grade 33. B. All fittings shall be fabricated conforming to ASTM A240(Type 304 or 316)or ASTM A276 (Type 304 or 316). PART 3- EXECUTION 3.1 EXAMINATION A. The installer shall inspect the work area prior to installation. If work area conditions are unsatisfactory, installation shall not proceed until satisfactory corrections are completed. 3.2 INSTALLATION A. Installation shall be accomplished by a fully trained manufacturer authorized installer. B. Set Strut System components into final position true to line, level and plumb, in accordance with approved drawings. C. Anchor material firmly in place, and tighten all connections to their recommended torques. 3.3 CLEANUP A. Upon completion of this section of work, remove all protective wraps and debris. Repair any damage due to installation of this section of work. 3.4 PROTECTION A. During installation, it shall be the responsibility of the installer to protect this work from damage. B. Upon completion of this scope of work, it shall become the responsibility of the general contractor to protect this work from damage during the remainder of construction on the project and until substantial completion. Cleanwater Services Project No. 6835.001 05430-2 Durham Fermenter Ductwork Replacement END OF SECTION Cleanwater Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 05430-3 SECTION 15010 GENERAL PROVISIONS PART 1 - GENERAL 1.1 SCOPE OF WORK: The work covered by this Specification shall include furnishing all labor, materials, equipment and services to construct and install the complete mechanical system as shown on the Drawings and specified herein. Verify all conditions on the job site and lay out work accordingly. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: 1. All work, installations, materials and equipment shall comply with the provision of the following codes, standards and regulations, except where more stringent requirements are shown or specified: a. State of Oregon International Mechanical Code. (IMC) b. State of Oregon Plumbing Specialty Code. (UPC) c. State of Oregon Structural Specialty Code. (IBC) d. National Electrical Code. (NEC) e. National Fire Protection Agency. (NFPA) f. All City, County, State and Federal applicable laws and regulations. g. Regulations and standards set forth by ASME,ASHRAE, SMACNA,AGA and ARI. 2. Should there be any direct conflict between Codes and the Drawings and Specifications, the Codes, rules and regulations shall govern. 3. Where two or more codes or regulations apply, the more stringent of the two shall be exercised. 4. Should the Documents indicate a condition, which will conflict with the Codes,the Contractor shall inform the Owner's Representative and refrain from installing that portion until resolved. Any work installed in violation of the Codes will be removed and correctly installed as part of the Contract work. 5. If the Drawings and Specifications indicate a higher quality than code, the Drawings and Specifications shall govern. B. Materials and Equipment: 1. Furnish all materials and equipment, new and of size, type and quality herein specified. C. Workmanship: Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 15010-1 1. Follow manufacturers' instructions. If they are in conflict with the Drawings and Specifications, obtain clarification from the Owner prior to beginning the work. D. Cutting and Patching: 1. Provide for cutting, patching and repairing for the installation of the work specified, including masonry work, concrete work, carpentry work and painting. Work shall be performed by skilled craftsmen of the respective trade. 1.3 SUBSTITUTION AND PRODUCT OPTIONS: A. The use of manufacturer's names, models and numbers in the Drawings and Specifications is intended to establish style, quality, appearance and usefulness. The model numbers listed are the last available to the designer, if no longer current, substitute equipment equal to or better than that represented by the model number listed. Items noted "or equivalent"will require prior acceptance. B. Submit for the Owner's Representative's review, manufacturer's detailed specifications and data sheets for all proposed substitutions. Submittals shall consist of a single sheet, or specific data need for consideration of approval. All pertinent data listed in the Specifications and on the Drawings shall be furnished, including all special features. See that all submittals are in proper order, and that all equipment will fit the space provided. C. All requests for approval of substitutions for materials other than those specified must be submitted in accordance with Instruction to Bidder. D. Substitution products from approved manufacturers do not need prior approval. Ensure substitutions meet all requirements of the Specifications. E. All changes required due to product substitutions are the responsibility of the Contractor. 1.4 PROJECT RECORD DRAWINGS: A. Obtain drawings from owner. B. Keep Drawings clean, undamaged and up to date. C. Record and accurately indicate the following: D. Depths, sizes and locations of all buried and concealed piping. E. Changes, additions and revisions due to contract modifications. F. Locations of tracer wire terminal points. G. Drawings to be available for Owner review. H. Submit as a part of Project Closeout Documents 1.5 PROJECT CONDITIONS: A. Existing Conditions: Prior to bidding,verify and become familiar with all existing conditions by visiting the site and include all factors which may affect the execution of this work. Include all related costs in the initial bid proposal. Clean Water Services Project No. 6835.001 15010-2 Durham Fermenter Ductwork Replacement B. Coordinate exact requirements governed by actual job conditions. Check all information and report all discrepancies before fabrication work. Report changes in the time to avoid unnecessary work. Make changes as directed by Owner's Representative. 1.6 WARRANTY: A. Provide a written guaranty covering the work of this Division for a period of one calendar year form the data of acceptance of the entire project. B. Provide manufacturer's written warranties for material and equipment furnished under this Division insuring parts and labor for a period of one year from the date of acceptance of the entire project. C. Correct warranty items promptly upon notification. 1.7 SUBMITTALS: A. Shop Drawings: The Contract Drawings indicate the general layout of the piping, ductwork and various items of equipment. Prepare and submit for review Shop Drawings of all installation not detailed on the Contract Drawings and all changes to the Contract Drawings. 1. Product Data: Submit for review manufacturer's detailed shop drawings, specifications and stat sheets for all material to be furnished. B. Submission Requirements: 1. Shop Drawings and Product Data: a. Submit all equipment and product data for Work of Division 15 together in a group in a 3-ring loose-leaf binder, with each item field under a tab, and labeled with its respective speciation section number, article and paragraph, and mark if applicable. b. Include a complete index in the original submittal. Indicate both original items submitted and note stragglers that will be submitted at a later date to avoid delay in submitting. c. Additional product data submitted after return of the original binder shall include a tab similar to the originally submitted. Upon receipt of the return submittal, insert them in the previously submitted binder. C. It shall be the Contractor's responsibility to: 1. See that all submittals are in proper order. 2. Insure that all equipment will fit in the space provided. 3. Assure that all deviation from Drawings and Specification are specifically noted and called to the attention of the Engineer/Architect/Contracting Officer in the submittals. Failure to comply will void approval automatically. 4. Deviation, discrepancies, and conflicts between the submittals and the contract documents discovered prior to or after the review process shall not relieve the Contractor of this responsibility to comply with the contract documents. Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 15010-3 D. Electronic Submission Requirements: 1. Shop Drawings and Product Data: a. Submit all equipment and product data for Work of Division 15 together in a group in a single PDF format file,with each item filed behind a cover sheet, and labeled with its respective speciation section number, article and paragraph, and mark if applicable. b. Include a complete index in the original submittal. Indicate both original items submitted and note stragglers that will be submitted at a later date to avoid delay in submitting. c. Additional product data submitted after return of the original file shall include a cover sheet similar to that originally submitted. Upon receipt of the return submittal, insert them in the previously submitted electronic file. d. Submission of overall line or general catalog data will not be accepted; submittals must be tailored to specific model being submitted on. e. Indication of unit, model, features, etc being submitted must be marked by bold arrow, bold circle or other clear means that will reproduce in black and white. Use of highlights, colored text or other colored indicators cannot be used. f. Electronic submissions review and comment will be in electronic PDF format only. Submission in an electronic format will be considered acceptance of this review process and format. 1.8 DEFINITIONS A. "Furnish: Means to supply and deliver to the project site, ready for unloading, unpacking, assembly, installation and similar operations. B. "Install": Describes operations at project site including actual unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying,working to dimension,finishing, curing, protecting, cleaning and similar operations. C. "Provide": Means to furnish and Install, complete and ready for intended use. PART 2- PRODUCTS 2.1 MATERIAL: A. All materials and products used for construction shall be new, of the best grade, and latest products as listed in printed catalog data. All articles of a kind shall be the standard product of a single manufacturer. Trade names and manufacturers names denote a character and quality of equipment desired and shall no be construed as limiting competition. B. Asbestos: Do not use products made of or containing asbestos. 2.2 QUALITY ASSURANCE Clean Water Services Project No. 6835.001 15010-4 Durham Fermenter Ductwork Replacement A. Product listings are for informational purposes only and establish a general standard of quality. B. Provide products which are compatible with other portions of the work and provide products with the proper and correct power and fuel burner characteristics and similar adaptations for the project. 2.3 INSPECTION: A. All work and materials are subject to field observation at any and all times by the Owner's Representative. B. The Contractor shall notify the Owner's Representative a minimum of two days prior to testing any system which must be witnessed and accepted before it is covered up or enclosed. C. If an observer finds any material or work not conforming to these Specifications,within three days after being notified, remove the materials from the premises and replace with approved materials. If the material has been installed, the entire expense of removing and replacing shall be borne by the Contractor. PART 3- EXECUTION 3.1 CLEANING A. General: Clean mechanical equipment, piping and ductwork of stampings and markings (except those required by codes), iron cuttings, and other refuse. B. Painted Surfaces: Clean scratched or marred painted surfaces of rust or other foreign mater and paint with matching color industrial enamel, except as otherwise noted. 3.2 LAYOUT AND COORDINATION A. Site Examination: Before starting work, carefully examine site and all contract Drawings so as to become thoroughly familiar with conditions governing work on this project. Verify all indicated elevations, building measurements, roughing-in dimensions and equipment locations before proceeding with any of the work. B. The existence of any wires, conduits, pipes, ducts or other service facilities are shown in a general way only. It will be the duty of the Contractor to visit the site and make exact determination of the existence of any such facilities prior to submitting a bid. It is understood that the Contractor will be responsible for making the exact determination of the location and condition of these facilities. C. The location of all utilities indicated on the plans is taken from existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall be the duty of the Contractor to ascertain whether any additional facilities other than those shown may be present. D. Sleeves, Insets, Cast-in-Place Work: provide sleeves, inserts, anchoring devices, cast-in- place work, etc.which must be set in concrete sequenced at the proper time for the project schedule. E. Coordination: Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 15010-5 1. Where the work must be sequenced and positioned with precision in order to fit into the available space, prepare accurate scale shop drawings showing the actual physical dimensions required for the installation and submit prior to purchase-fabrication-installation of any of the elements involved in the coordination. 2. Cooperate with other trades in furnishing material and information for sleeves, bucks, chases, mountings, backing,foundations and wiring required for installation of mechanical items. 3. Coordinate all work with other trades and determine in advance where interfacing of the mechanical work and other work are required to be connected together. Provide all materials and equipment to make those connections. Submit shop drawings showing required connections where special conditions exist. F. Discrepancies: Report immediately any error, conflict or discrepancy in Plans, Specifications and/or existing conditions. Do not proceed with any questionable items of work until clarification of same has been made. Should rearrangement or re-routing of ducts or piping be necessary, provide for approval the simplest layout possible for that particular portion of the work. 3.3 MECHANICAL WORK CLOSEOUT A. Record Drawings: Submit record set of drawings as previously specified in this Section. B. Closeout Equipment/Systems Operations: Sequence operations properly so that work of project will not be damaged or endangered. END OF SECTION Clean Water Services Project No. 6835.001 15010-6 Durham Fermenter Ductwork Replacement SECTION 15050 BASIC MATERIALS AND METHODS PART 1 - GENERAL 1.1 SECTION INCLUDES: A. Items common to more than one section of Division 15 and general construction procedures and products. Work described in this Section applies to all Sections of Division 15. 1.2 STORAGE AND HANDLING A. Deliver materials to the project site with manufacturer's labels intact and legible. Handle materials with care to avoid damage. Store materials inside protected from weather, dirt and construction dust. Where necessary to store outside, elevate well above grade and enclose with durable, waterproof wrapping. Label equipment as soon as it arrives at job site. 1.3 SUBMITTALS A. Submit product data under provisions of Section 15010. B. Provide submittals for: 1. Duct material 2. Duct&fitting construction 3. Manual dampers 4. Duct saddle supports and hardware 5. Steel fabrication shop drawings, material certifications&welding procedures 6. Concrete mix design and proposed admixtures 7. Concrete anchors 8. Air test&balance qualifications and plan PART 2- PRODUCTS 2.1 QUALITY ASSURANCE A. Provide products which are compatible with other portions of the work and provide products with the proper and correct power and fuel burner characteristics and similar adaptations for the project. 2.2 MATERIALS A. All materials and products used for construction shall be new, of the best grade, and the latest products as listed in printed catalog data. Clean Water Services Project No.6835.001 Durham Fermenter Ductwork Replacement 15050-1 B. All articles of a kind shall be the standard product of a single manufacturer. C. Trade names and manufacturers names denote the character and quality of equipment desired and shall not be construed as limiting competition. 2.3 MISCELLANEOUS STEEL A. Where not specified in the structural design, provide steel as required for adequate support of all mechanical equipment, angle or channel, I or H sections as required by application. Provide suitable base plates for stands and anchors for hanging equipment. Drill support holes only in flanges of structural center of length as possible. Apply one coat of black rust inhibitive enamel primer to shop fabricated items before delivery to job; other painting as required by Owner. Provide shop drawings of supports especially constructed for this project. Burning of holes is not permitted. 2.4 CONCRETE FOR MECHANICAL WORK A. Provide strength classes per structural design. PART 3- EXECUTION 3.1 INSTALLATION A. Locating and Positioning: Comply with all Codes, Regulations and observe good common practice in locating and installing ductwork and supports so that completed installation presents the least possible hazard. Maintain adequate clearances for repair, service and operation to all equipment and comply with Code requirements. B. Arrangement: Arrange ductwork and piping parallel with primary lines of the building construction, and with a minimum of 8'overhead clearance in all areas where possible. C. Anchorage:Anchor and/or brace all ductwork according to structural drawings. END OF SECTION Clean Water Services Project No. 6835.001 15050-2 Durham Fermenter Ductwork Replacement SECTION 15140 SUPPORTS AND ANCHORS PART 1 - GENERAL 1.1 WORK INCLUDED A. Provide duct supports and anchors and all related items for complete systems. 1.2 QUALITY ASSURANCE A. Provide pre-manufactured horizontal piping and ductwork hangers, clamps, hanger rod, shields, supports, etc. B. Seismic requirements: Provide seismic restraints in accord with the latest edition of "Seismic Restraint Manual Guidelines"as published by SMACNA. Seismic Hazard Level (SHL) of"A". A lower SHL will be allowed provided the contractor provides calculations stamped by a registered professional structural engineering in the state the project is located indicating a lower SHL is acceptable. 1.3 SUBMITTALS A. Submit product data under provisions of Section 15010. B. Submit construction details, and performance characteristics for each type and size of anchor, hanger and support. PART 2 - PRODUCTS 2.1 HANGERS AND SUPPORTS A. Listed Types: The Manufacturers Standardization Society(MSS) Piping Types listed with Grinnell figure numbers in parentheses where applicable(or other manufacturer's as noted). ITT Grinnell, Elcen, Michigan, Super Strut, Kindorf, Unistrut or accepted substitute. B. Ductwork Supports 1. As per structural design. C. Building Attachments 1. As per structural design. PART 3- EXECUTION 3.1 INSTALLATION OF HANGERS AND SUPPORTS A. General: Proceed with the installation of hangers, supports and anchors only after the required building structural work has been completed in areas where the work is to be installed. Correct inadequacies including (but not limited to)the proper placement of inserts, anchors and other building structural attachments. Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 15140-1 1. Install hangers, supports, clamps,and attachments to support piping and equipment properly from the building structure. For exposed continuous duct runs, install hangers and supports of the same type and style. B. Duct Hangers and Supports: 1. Install support type at locations as per structural design. 3.2 INSTALLATION OF ANCHORS A. Install anchors as detailed on structural design. END OF SECTION Clean Water Services Project No. 6835.001 15140-2 Durham Fermenter Ductwork Replacement SECTION 15890 DUCTWORK PART 1 - GENERAL 1.1 WORK INCLUDED A. Provide ductwork and supports. 1.2 QUALITY ASSURANCE A. Ductwork: Comply with requirements of the State Mechanical Specialty Code(latest edition). B. Codes: Refer to Section 15010. 1.3 SUBMITTALS A. Refer 15010 for general submittal requirements B. Provide submittals for the following: 1. Fiberglass Reinforced Plastic(FRP) ductwork. 2. Stainless Steel (SST) ductwork. 3. High Density Polyethylene(HDPE)ductwork. C. Provide detailed shop drawings of ductwork prior to fabrication. Shop drawings to include duct construction,fitting construction, duct routing including elevations,joint types and locations. Shop drawing scale to be'/" per foot or larger. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver product to site under provisions of Section 15010. B. Store and protect products under provisions of Section 15010. C. Store all ductwork, materials on pallets or above grade, protected from weather, dirt, mud and other construction dust. D. Remove all accumulated dust, dirt, etc. from each duct section as it is being installed. PART 2- PRODUCTS 2.1 DUCTWORK A. Fiberglass Reinforced Plastic(FRP)—Above Grade: The design, application construction and inspections shall be in accordance with SMACNA Thermoset FRP Duct Construction Manual and visual inspection criteria in accordance with ASME RTP-1. Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 15890-1 1. Filament wound with minimum wall thickness of 0.125"for 2"through 22"and 0.187"for 24"thru 36". Type 1, Grade 2 RTRP, Class E per ASTM D2310.All duct shall be designed for not less than 12"water column pressure and 12"water column vacuum. Table 6,Visual Level II.A minimum structural safety factor of 4 shall be used in the design of ducting. 2. The resin used shall be AOC K022, or equal, to meet the exposures and temperatures of the air to be exhausted. Minimum barcol hardness: 36. Fillers other than antimony trioxide added for flame retardancy when required shall not be allowed and should not exceed 5% by weight.A thixotropic agent for viscosity control may be used as recommended by the resin manufacturer. No thixotropic agent is to be used in the corrosion liner or on surfaces to be in contact with the corrosive environment. Flame spread rating shall be 25 or less per ASTM E-84. Catalyst shall be DHD9, High Point 90 or Norox MEKP-9H per resin manufacturer. 3. Corrosion Liner: Inner surface shall contain one ply of 10 mil each thick minimum C-glass surfacing veil saturated with vinylester resin. The surface veil shall be overlapped a minimum of 1 ". Two(2) layers of 1-1 /2 oz./sq ft chopped strand mat shall follow surface veil layer. Corrosion liner is to gel completely before proceeding with structural laminates. In no case shall exceed 12 hours. Total liner thickness to be 100 mils. No thixotropic agent or fire retardant additive that inhibits the ability to visually inspect duct construction is to be used in the liner resin. Corrosion liner shall contain not less than 20% or more than 30%glass by weight. Liner shall pass ASME RTP-1 Table 6, level II visual inspection. Total glass content 25 to 30%. Ductwork will be designed, at ambient air conditions from 15 degrees F to 100 degrees F for the following chemicals at no greater than the listed concentrations as follows: HYDROGEN SULFIDE RICH AIR@ 200 PPM+WATER VAPOR. 4. Structural layer shall be filament wound vinylester resin and Type E 250 strand yield continuous glass roving. The band width is 2 1/4"using an average of(7) strands per inch. Filament winding cycle thickness to be 0.06" maximum. Glass content 55 to 65%. Winding angle shall be 65° ±2°for increased vacuum service. 5. Exterior of all laminates shall contain sufficient resin to insure a relatively smooth surface free from exposed glass fibers or sharp projections.An ultraviolet stabilizer added to the final coat of resin that also incorporates paraffinated wax curing elements. Ductwork located outdoors shall contain an exterior colored surface coat. Color to be white unless otherwise selected by owner. Ductwork indoors shall have 2 coats of PPG 42-7 intumescent paint to provide a Class 1 flame and smoke rating.ASTM E-84 Steiner Tunnel test results shall be attached as part of the submittal packet. 6. Standard lengths shall be in accordance with the manufacturers published product data sheets and shop drawings. Wall thickness of the duct furnished shall not at any point be less than specified minimum wall thickness when measured in accordance with ASTM 03567. 7. Duct stiffness: The duct shall have a minimum pipe stiffness in accordance with ASTM 02412 for the pipe laying conditions as noted for the design conditions. 8. Fittings: Construction shall be similar to that for the ducting. Bends shall be formed over a removable mold up thru 30"0 and fabricated from straight duct for all larger sizes. Corrosion resistance and working pressure equal to that of connecting duct. Clean Water Services Project No. 6835.001 15890-2 Durham Fermenter Ductwork Replacement 9. Joints: Duct joints and fitting shall be butt and wrap connections.Adhesive material for field joints shall be supplied in rolls and resin containers no larger than five gallons.All joints shall be per SMACNA standard. 10. Duct Supports and hangers: Ductwork shall be supported at intervals as shown on structural drawings. Supports and Hangers shall transmit all ductwork load into the building structural frame through a system of intermediate beams and struts as necessary to accommodate requirements of these specifications. 11. Dampers: FRP dampers shall be fabricated with the same materials as the duct. No resin variations will be acceptable. Blade shall be FRP 2 piece molded including blade stiffeners per schedule on drawing. Damper blade shall be offset 5° in closed position to form a normal stop on wall of duct.Axle to be pultruded FRP made with same resin and continuous strand roving. Bearings to be Teflon. 0-rings shall be Viton. No metal parts or cut edges in airstream will be allowed. Volume dampers to be manually operated, single blade, plain end by plain end volume dampers. 12. Manufacturers: Spunstrand Inc., Viron, Perry Fiberglass, Monoxivent or accepted substitute. B. Stainless Steel(SST)—Above Grade:ASTM A167 and A480, Type 304. Metal gauges, joints and reinforcement in accordance with Mechanical Code,ASHRAE and SMACNA tables and recommendations.All duct shall be designed for not less than 12"water column pressure and 12"water column vacuum. 1. Ductwork Spiral Seam. Spiral seam duct shall be manufactured of stainless steel sheet metal with spiral lock seam. 2. Duct Fittings. Matching fittings shall be manufactured of stainless steel with spot welded seams. Fully seal all seams internally. Saddle taps and spin in connections are not allowed. a. Tee's and Wyes. Provide with take-offs at 90° or 45° as show on design drawings b. 90° Elbows to be 5 piece construction at 1.5X radius. c. 45° Elbows and offsets to be 3 piece construction at 1.5 radius. 3. Duct Joints. All joints between duct sections and fittings shall be made with slip collars that extend a minimum of 3" into each section to be joined. Crimping is not allowed. 4. Manual Volume Dampers: Construct of material two gauges heavier than duct in which installed; single plate up to 12 inches wide; multiple over 12 inches wide. Hem both edges 1/2 inch and flange sides 1/2 inch. 5. Duct sealant: Brush on mastic type,water based. Durodyne EDS-RS or equal. C. High Density Polyethylene(HDPE)-Below Grade:All material shall be manufactured from a PE 4710 resin listed with the Plastic Pipe Institute(PPI)as TR-4. The resin material shall meet the specifications of ASTM D 3350 with a minimum cell classification of 445474C. HDPE pipe and fittings shall contain no recycled compounds except that Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 15890-3 generated in the manufacturer's own plant from resin of the same specification from the same raw material. HDPE products shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions, voids, or other injurious defects. Duct shall be made of HDPE material with a minimum material designation code of PE4710.The polyethylene compound shall be suitably protected against degradation by ultraviolet light by means of carbon black of not less than 2 percent. Fittings shall match type used in existing system. ISCO Industries, JM Eagle or accepted substitute. PART 3- EXECUTION 3.1 LAYOUT AND COORDINATION A. Site Examination: Before starting work, carefully examine site and all contract drawings. Become thoroughly familiar with conditions governing work on this project. B. Utility Locations: The location of all utilities,wires, conduits, pipes, ducts, or other service facilities are shown in a general way only on the drawings. 3.2 INSTALLATION A. All ductwork to be free from defects including dents, scratches, creases, blemishes, and other extraneous material. B. Provide suitable ports required for balancing. All ports to be provided with a tight fitting plug to prevent air entrainment when balancing is complete. C. Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. D. Provide manual volume dampers at locations show on drawings. E. Connect duct sections and fittings with slip in connecting collars adequately screwed to each section or fitting. Crimped duct ends or fittings are not allowed. F. Duct Sealing. Apply a liberal amount of brushed on sealant to complete an air tight joint. Apply masking tape to ductwork 3" in either direction from joint prior to brushing on sealant to provide a clean and straight edge to sealant. Remove masking tape when completed. G. Supports:As per structural drawings. END OF SECTION Clean Water Services Project No. 6835.001 15890-4 Durham Fermenter Ductwork Replacement SECTION 15990 TESTING,ADJUSTING,AND BALANCING PART 1 - GENERAL 1.1 WORK INCLUDED A. After completion of the work of installation, test and regulate all components of the odor control ventilation systems to verify air flow rates shown. B. Testing, adjustment, and balancing of air systems. C. Measurement of final operating condition of mechanical systems. 1.2 REFERENCES A. AABC-National Standards for Field Measurement and Instrumentation, Total System Balance. B. ASHRAE—Measurements, Instruments and Testing,Adjusting and Balancing. C. NEBB-Procedural Standards for Testing, Balancing and Adjusting of Environmental Systems. 1.3 QUALITY ASSURANCE A. Agency shall be company specializing in the adjusting and balancing of systems specified in this Section with minimum five years documented experience. 1.4 SUBMITTALS A. Submit name of adjusting and balancing agency for approval within 30 days after award of Contract. B. Submit test reports as a submittal under provisions of Section 15010. C. Prior to commencing work, submit draft reports indicating adjusting, balancing, and equipment data required. D. Submit draft copies of report for review prior to final acceptance of Project. Provide final copies for owner. E. Provide reports in soft cover, letter size, 3-ring binder manuals, complete with index page and indexing tabs,with cover identification at front and side. Include set of reduced drawings with air outlets and equipment identified to correspond with data sheets, and indicating thermostat locations. PART 2 - PRODUCTS 2.1 EQUIPMENT A. Provide all necessary personnel, equipment and services. Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 15990-1 2.2 REPORT FORMS A. Submit reports on forms. B. Forms shall include the following information: 1. Title Page: a. Company name. b. Company address. c. Company telephone number. d. Project name. e. Project location. f. Project Engineer. g. Project Contractor. h. Project altitude. Outdoor conditions. 2. Instrument List: a. Instrument. b. Manufacturer. c. Model. d. Serial number. e. Range. f. Calibration date. 3. Exhaust Fans: a. Location. b. Manufacturer. c. Model. d. Suction air flow, specified and actual. e. Discharge air flow, specified and actual. f. Total and external static pressure, specified and actual. g. Inlet pressure. Clean Water Services Project No. 6835.001 15990-2 Durham Fermenter Ductwork Replacement h. Discharge pressure. Fan RPM. 4. Air Flow: a. Identification/location. b. Design air flow. c. Actual air flow. 5. Electric Motors: a. Manufacturer. b. HP/BHP. c. Phase, voltage, amperage; nameplate, and actual. d. RPM. e. Service factor. f. Starter size, rating, heater elements. 6. V-Belt Drive: a. Identification/location. b. Required driven RPM. c. Driven sheave, diameter and RPM. d. Belt, size and quantity. e. Motor sheave, diameter and RPM. f. Center to center distance, maximum, minimum, and actual. PART 3- EXECUTION 3.1 EXAMINATION A. Before commencing work, verify that systems are complete and operable. Ensure the following: 1. Equipment is operable and in a safe and normal condition. 2. Proper thermal overload protection is in place for electrical equipment. 3. Duct systems are clean of debris. 4. Correct fan rotation. Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 15990-3 5. Volume dampers are in place and open. 6. Duct end caps are in place. 7. Duct system leakage has been minimized. B. Report any defects or deficiencies noted during performance of services to Owner. C. Promptly report abnormal conditions in mechanical systems or conditions which prevent system balance. D. If,for design reasons, system cannot be properly balanced, report as soon as observed. E. Beginning of work means acceptance of existing conditions. 3.2 PREPARATION A. Provide instruments required for testing, adjusting, and balancing operations. Make instruments available to Architect to facilitate spot checks during testing. B. Provide additional balancing devices as required. 3.3 INSTALLATION TOLERANCES A. Adjust air handling systems to plus or minus 5 percent for supply, return and exhaust systems from figures indicated. B. Permanently mark settings of valves, dampers, and other adjustment devices allowing settings to be restored. Set and lock memory stops. C. At final inspection, recheck random selections of data recorded in report. Recheck points or areas as selected and witnessed by the Owner. 3.4 ADJUSTING A. Permanently mark settings of dampers, and other adjustment devices allowing settings to be restored. Set and lock memory stops. B. After adjustment,take measurements to verify balance has not been disrupted or that such disruption has been rectified. C. Leave systems in proper working order, replacing belt guards and closing doors to electrical switch boxes. 3.5 AIR SYSTEM PROCEDURE A. Adjust air handling and distribution systems to provide required or design supply and exhaust air quantities. B. Make air quantity measurements in ducts by Pitot tube traverse of entire cross sectional area of duct. C. Measure air quantities at air inlets and outlets. Clean Water Services Project No. 6835.001 15990-4 Durham Fermenter Ductwork Replacement D. Vary total system air quantities by adjustment of fan speeds. Provide drive changes required. Vary branch air quantities by damper regulation. E. Provide system schematic with required and actual air quantities recorded at each outlet or inlet. F. Measure static air pressure conditions on fans, including total pressure across the fan. G. Adjust supply and exhaust dampers for design conditions. 3.6 VERIFICATION OF CONTRACTOR'S PERFORMANCE A. Balancing data may be spot checked with instruments similar to that used by the balancing firm. B. If there are discrepancies between balancing data and spot check data, readjust and rebalance the systems at no additional project cost. END OF SECTION Clean Water Services Project No. 6835.001 Durham Fermenter Ductwork Replacement 15990-5