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Report ME C2p12- ocy.4cq .q‘000 cr)(4r-F0g,-, END 2 6 2012 DING DI RD VISION INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY Submittal Documents Boilers B-1A and B-1B Anchorage Project Tigard High School Location 0 PRO/tip Ti ard, OR G`HFcop g a 712:,PE fir.. Contractor _ s -EGO >• e't• 10, •,+ JRT �LLA8 KAOCk I EXPIRES: 06(301,13 AZH-12-2114 9/25/2012 Prepared by: INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY (ISAT) 14325 N.E. Airport Way#113, Portland, OR 97230 ISAT Phone: (503) 252-4423 ISAT Fax: (503) 252-4427 Boilers B-1A and B-1B Anchorage =MOOT Project INTERNATIONAL SEISMIC Tigard High School APPLICATION TECHNOLOGY Location 14325 N.E.Airport Way#113,Portland,OR 97230 Tigard, OR ISAT Phone: (503) 252-4423 Contractor ISAT Fax: (503) 252-4427 JRT Table of Contents Description Pages BASIS FOR DESIGN DETAILS SK-1 CALCULATIONS 1 - 12 =Mgr Boilers B-1A and B-1B Anchorage Project INTERNATIONAL SEISMIC Tigard High School APPLICATION TECHNOLOGY Location 14325 N.E.Airport Way#113,Portland,OR 97230 Tigard, OR ISAT Phone: (503) 252-4423 Contractor ISAT Fax: (503) 252-4427 JRT Basis for Design BUILDING CODE: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE INCLUDING PROVISIONS OF THE 2010 EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE SUPPLEMENTED BY THE ASCE 7-05 LOADS: REFER TO CALCULATIONS MATERIAL SPECIFICATIONS: 28-DAY COMPRESSIVE STRENGTH OF CONCRETE ASSUMED TO BE 3,000 PSI. MECHANICAL ANCHORS IN CONCRETE SHALL CONFORM TO ICC REPORT ESR-1917 SCOPE OF WORK: THE SUPPORTING STRUCTURE IS BEYOND THE SCOPE OF THIS SUBMITTAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THESE CALCULATIONS AND ASSOCIATED DOCUMENTS TO THE ENGINEER OF RECORD TO ANALYZE THE ABILITY OF THE SUPPORTING STRUCTURE TO ACCOMMODATE THE REACTIONS FROM THE CONNECTIONS SPECIFIED IN THIS SUBMITTAL. THIS SET OF CALCULATIONS IS BASED ON THE LOADS AND ASSUMPTIONS STATED WITHIN THIS SUBMITTAL. IF THE LOADS AND ASSUMPTIONS ARE NOT CORRECT THIS SUBMITTAL SHALL BE REVISED. =EMT INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY DETAILS . G'-1" 5'-9 1/2" El CI 1 1A CV - El c EQUIPMENT BASE RAILS (BY OTHERS) CONNECTION, TYP. Of (4) l BOILER _ MAX WT. = 3785 LDS 01 BOILER PLAN VIEW 1/2" = 1,-0" (E) EQUIPMENT BASE, BY OTHERS /2" 0 HILTI KB-TZ W/ 34" EMBED. (E) 4" HOUSKEEPING PAD =ilk DOWELED INTO (E) SLAB IIIMIIII (BY OTHERS) Z_ • O FG" MIN. i (1A) CONNECTION DETAIL ��.0 PROFE-S 1 1/2"= 1'-0" � cEp \ ����:-EGO STRUCTURAL DRAWINGS _ DRAWING INFORMATION Joe No: I. F,o ■∎* BOILER RENOVATIONS DRAWING FILE: y T, 10, om' DRAWN BY: N-DIB 12-2114 {yq P,o- TIGARD HIGH SCHOOL CHECKED BY ■ ♦ (7mculring Enginccrc - B K I' TIGARD,OR DATE: 9/25/2012 SEET No: DATE. REVISION 1: EXPIRES: 6/30/13 Parn s 7 a.nr Pri sr:star 97 Portland. OR a7rla DATE: REVISION 2: SIC— 1 Pk 513.1$1l714 h.ea.MLnn SCALE: • =SAT INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY CALCULATIONS • 2009 IBC-SEISMIC DESIGN FORCE(SDF)CALCULATION WORKSHEET INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY INTERNATIONAL SEISMIC 14848 Northam St.,La Mirada,CA 90638 APPLICATION TECHNOLOGY PHONE 877-999-4728 FAX 714-523-0845 Date: 9/25/2012 Project Name: TIGARD HIGH SCHOOL Project Zip Code: 97124 Location: TIGARD,OR Contractor: JRT NON-VIBRATION ISOLATED EQUIPMENT PROJECT SEISMIC ENGINEERING PARAMETERS Note: The following Seismic Criteria was obtained from the structural portion of the project documents. Information not provided in the project documents has been derived from the code sections or tables noted below. Design spectral response acceleration(5%Damped)at short periods(Section 11.4.4) S,,S= 0.697 Information may not appear for the variables below if S os is shown on the line above: The MCE,5%damped,spectral response acceleration at short periods(Section 11.4.3) S MS= N/A Mapped MCE,5%damped,spectral response acceleration at short periods(Section 11.4.1) Ss= N/A Shod-Period site coefficient(at 0.2 s-period);(Section 11.4.3) F,, = N/A Mapped MCE,5%damped,Spectral Response at a period of 1s(Section 11.4.1) S, = N/A Site Class(Table 20.3-1) Site Class= N/A Seismic Design Category(Table 11.6-1) Seismic Design Category= D Information may not appear for the variables below if Seismic Design Category is shown on the line above: Occupancy Category(Table 1-1) Occupancy Category= IV Component Importance Factor(Section 13.1.3) 1p = 1.50 (t„4c&t "AT / ) Component Amplification Factor(Table 13.6-1) a = 1.00 Component Response Modification Factor(Table 13.6-1) R p= 2.50 Average Roof Height of Structure Relative to the Base Elevation h= 1.00 "Tables and Sections noted above derive from the ASCE 7-05 per IBC 2009. 2009 IBC SEISMIC FORCE(Fp)CALCULATION(FROM ASCE 7-05,CHAPTER 13) 0.4apXSo.sXWp x (1 +2(z/h)) (Eq. 13.3-1) h = (I?pf/p) Floor#1 z F „ Fp shall not be less than Fp need not be greater than F 4:* F /1.4 Story (Ft) ° 0.3x Sus xlpxW,, = 1.6xSl)sxlpxWp = ° ° grade 0 0.17 0.31 1.67 0.31 0.22 roof 1 0.50 0.31 1.67 0.50 0.36 Fpv Fpv/1.4 Fpr =0.2xSdsxWp= 0.14 0.10 , I{), z =Overhead Deck Elevation From Grade(ft.) Fp•=As calculated per equation 13.3-1. Fp"=Value used for design,resultant after comparison to minimum&maximum limits. Fp/1.4: Converts Fp to "Allowable Stress Design". Use this value in conjunction with ISAT Bracing Tables. 2 Conterminous 48 States 2009 International Building Code Latitude = 45.403923 Longitude = -122.76799500000001 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1 .0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.927 (Ss, Site Class B) 1 .0 0.335 (S1 , Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 45.403923 Longitude = -122.76799500000001 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.129 ,Fv = 1 .731 Period Sa (sec) (g) 0.2 1 .046 (SMs, Site Class D) 1 .0 0.579 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 45.403923 Longitude = -122.76799500000001 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3xSM1 Site Class D - Fa = 1.129 ,Fv = 1.731 Period Sa (sec) 02 0.697 (SD , Site Class D) 1 .0 . SD1, Site Class D) 0/0 1CAfzl NS AZH CONSULTING ENGINEERS SHEET NO. 3 OF • 10175 SW HARBOR BLVD. SUITE 2008 PORTLAND, OR 97219 CALCULATED BY S U.4DATE ! �Z PH: 503.892.9700 JOB FAX: 503.892:9797 CHECKED BY DATE CONSULTING ENGINEERS (2- 2,11 PROJECT NO. E Qv►PPeNT PTA f3 R S 13-�A 4 13-03 • (i'" ),r1 — 2 o" WO = 3"7 c? -1 — L= 8-2 (243' t3't'u o. /M+c44"f+.rfoLeJ> pLA —Tr ifT 717,-Trt-TK `CI`_.r IVY 114C- -rl;'M1!ro.11"?.“711 JOB: 77GARD H5 10175 5W Barbor Blvd. %ate 2006 SHEET NO.: 14 OF Portland.OR 97219 • Ph:503.892.9700 CALCULATED BY: 135 DATE $125112 Fax:503.892.9797 CHECKED BY: DATE Consulting Engineers PROJECT NO.: 12-2114 LATERAL ANALYSIS (SEISMIC LOADS) - LRFD BOILERS B- IA4B- IB Equipment Data Wp: 3785 lbs L: 87 in w: 20 in (between anchor holes) h: 74 in 11cg: 32 in Fph = 0.31 'x I .3 = 1525 lbs Fpv = 0. 14 x I .3 = 689 Ibs (I.3 factor for concrete anchorage design) LRFD load combo, O.9D + E Mot = Fph'I-Icg = 488 I I in-1175 MR = (O.9Wp - Fpv) 'w / 2 = 27 17G in-1195 . Maximum Reactions per side Tmax = (Mot - MR) / w = 1082 lbs Vmax = Fph / 2 = 763 lbs Maximum Reactions per anchor n = Number of restraints per side = 2 Tmax = 54 I lbs ==> tension Vmax = 38 I lbs ==> shear NI6='!'I s www.hilti.us Profis Anchor 2.3.2 Company: Page: 1 Specifier: Project: Address: - Sub-Project I Pos. No.: Phone I Fax: I Date: 9/25/2012 E-Mail: Speciffer's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ-CS 1/2(3 1/4) iiiiiiiinalilli Effective embedment depth. he.=3.250 in.,hnom=3.625 in. Material Carbon Steel Evaluation Service Report: ESR 1917 Issued I Valid: 4/1/2012 1 5/1/2013 Proof: design method ACI 318/AC193 Stand-off installation. en=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,3000,fo'=3000 psi;h=6.000 in. Reinforcement: tension:condition B,shear: condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat. C,0, E,or F) yes(D.3.3.6) - Geometry[in.]& Loading[lb,In.lb] Z 4 • 0 i.r _____________N, ... _______ .,,,,.,. ,__ _ ___ 1:.-4.-'Z'-','4---,`'Ir;,:.:7.?7,-;,' 0 \. k � > r r, ,te +" y- r , Y r .* , 0. i4 Cl— X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hdti AG,FL-9494 Schaan Hilti is a registered Trademark of Hdh AG Schaan 1■■111`TI www.hilti.us Profis Anchor 2.3.2 Company: Page: 2 Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 9/25/2012 . E-Mail: 2 Load case/Resulting anchor forces Load case:Design loads y Anchor reactions[Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 541 381 381 0 max.concrete compressive strain: -[960] x max.concrete compressive stress: -[psi] resulting tension force in(x/y)=(0.000/0.000): 541 [Ib] resulting compression force in(x/y)=(0.000/0.000):0[Ib] 3 Tension load Load Na,[Ib] Capacity+Nn[lb] Utilization 1i=Naa/+Nn Status Steel Strength` 541 8029 7 OK Pullout Strength' 541 1050 52 OK Concrete Breakout Strength** 541 1064 51 OK anchor having the highest loading "anchor group(anchors in tension) 3.1 Steel Strength N58 =ESR value refer to ICC-ES ESR 1917 N51eel t Nua ACI 318-08 Eq.(D-1) Variables n Ase.N[in-21 fwa[psi] 1 0.10 106000 Calculations Na.[lb] 10705 Results N.[lb] +sfeel +Nsa Pb] N.[Ib] 10705 0.750 8029 541 3.2 Pullout Strength Npn =NP,2soo APT 00 refer to ICC-ES ESR 1917 Npn,/ 2 Nua ACI 318-08 Eq.(D-1) Variables fc[Psi) Np,250a[lb] 3000 4915 Calculations - fc 2500 1.095 Results Npn.L[Ib] +concrete +seismic +no ducae +Nan,f,[Ib] N11B[Ib] 5384 0.650 0.750 0.400 1050 541 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilo AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan NII.[.TI 7 www.hilti.us Profis Anchor 2.3.2 Company: Page: 3 Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 9/25/2012 E-Mail: 3.3 Concrete Breakout Strength Ark Nth =( )Wed,N We,N Wcp,N Nb ACI 318-08 Eq.(D-4) 4,Nth 2 N. ACI 318-08 Eq.(D-1) A see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) ANA =9 hf ACI 318-08 Eq.(D-6) • 1 tyec,N = 1 +2 eN l s 1.0 ACI 318-08 Eq.(D-9) 3 he Wed,N =0.7+0.3 (15tt:)s 1.0 ACI 318-08 Eq.(D-11) c,„N„ 1.5he W�,N =MAX( , Gee )s 1.0 ACI 318-08 Eq.(D-13) Nb =kc A Nic h15 ACI 318-08 Eq.(D-7) Variables he[in.] eet.N[in.] ecz.N[in.] cam',lin] Wc,N 3.250 0.000 0.000 6.000 1.000 • cac[in.] kc A fe[Psi] 7.500 17 1 3000 Calculations A AN,[M.2] ANco fn.Z] Wecl.N Wec2,N Wed,N Wcp,N Nb fb] 95.06 95.06 1.000 1.000 1.000 1.000 5455 Results Nth[lb] 4inonductile Nth[lb] N.[Ib] 5455 0.650 0.750 0.400 1064 541 input data and results must be checked for agreement with the existing conditions and for plausibility/ PROFIS Anchor(c)2003-2009 Hill AG,FL-9494 Schaan Hiti is a registered Trademark of Hilti AG,Schaan 104111.111111m1 g www.hllti.us Profis Anchor 2.3.2 Company: Page: 4 - Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 9/25/2012 E-Mail: 4 Shear load Load V.[Ib] Capacity+Ve[Ib] Utilization pv=V./4V, Status Steel Strength* 381 3572 11 OK Steel failure(with lever arm)• N/A N/A N/A N/A Pryout Strength-- 381 2291 17 OK Concrete edge failure in direction x+" 381 993 39 OK •anchor having the highest loading "anchor group(relevant anchors) 4.1 Steel Strength V.,, =ESR value refer to ICC-ES ESR 1917 •Vsteet 2 V,,. ACI 318-08 Eq.(D-2) Variables n ASe,v[in.2] faa[psi] 1 0.10 106000 Calculations V.[Ib] 5495 Results V.,[Ib] l 4,V.[lb] V.[Ib] 5495 0.650 3572 381 4.2 Pryout Strength Vq =kcp[(ANCo)wed.N wc.N wry,N Nb] ACI 318-08 Eq.(0-30) •V,a V. ACI 318-08 Eq.(D-2) AN. see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) ANco =9 het ACI 318-08 Eq.(D-6) 1 y,ac,N = 1 5 1.0 ACI 318-08 Eq.(D-9) 3 he wed,N =0.7+0.3(ca'm,! )5 1.0 ACI 318-08 Eq.(0-11) 1.Sh.t wcp,N =MAX( 0, 1 eh`t)5 1.0 ACI 318-08 Eq.(0-13) Nb =kc X iv ACI 318-08 Eq.(D-7) Variables key hef[in.] ecl.N[in.] ecz.N[in.] ca.min[in.] 2 3.250 0.000 0.000 6.000 wc.N cap[in.] I4 A. fc[psi] 1.000 7.500 17 1 3000 Calculations A ANC(in.2] ANco[In-2] wecl.N _ _ wec2.N wed.N Wcp.N Ni,[lb] 95.06 95.06 1.000 1.000 1.000 1.000 5455 - Results Vq,[Ib] }concrete +seismic +nmducob 4 Vcp[Ib] V.[Ib] 10911 0.700 0.750 0.400 2291 381 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hitti is a registered Trademark of Hilti AG,Schaan • www.hilti.us Profis Anchor 2.3.2 Company: Page: 5 Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 9/25/2012 . E-Mail: 4.3 Concrete edge failure in direction x+ Av Vcb =(Avco)1yed,v yrc.V ym,v Wparabl,v VD ACI 318-08 Eq.(D-21) 4,V.a V. ACI 318-08 Eq.(D-2) Avc see ACI 318-08,Part D.6.2.1,Fig.RD.6.2.1(b) Avco =4.5 c:t ACI 318-08 Eq.(0-23) 1 W«,v = (1 2e,+ s 1.0 ACI 318-08 Eq.(D-26) 3;1 tyea.v =0.7+0.3(1 at)s 1.0 ACI 318-08 Eq.(D-28) 1.5cat Why = ha a 1.0 ACI 318-08 Eq.(D-29) 0 V. =(7 (d) .2 JCT.)1.?ci ACI 318-08 Eq.(D-24) Variables cal[in.] cat[in•] ecv[in.] vrc.v ha[in.] 6.000 12.000 0.000 1.000 6.000 - I.[in.] k d,[in.] ([psi] yrperatiel,v 3.250 1 0.500 3000 1.000 Calculations Av.[in.2] Avco[in.2] yrec.V tyed,v yrh.v Nib[lb] 108.00 162.00 1.000 1.000 1.225 5794 Results Vcti[lb]-- - +concrete +seismic 4nonductile 4)VG))[lb] V.{lb] 4731 0.700 0.750 0.400 993 381 5 Combined tension and shear loads 0 515 0 384 5/3 Utilization v[%] Status OO 6nty=[i` +0<=1 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hats AG,FL-9494 Schwan Hilti is a registered Trademark of Hilt AG,Schaan 111.41`"I- 1- o www.hitti.us Profis Anchor 2.3.2 Company: Page: 6 Specifier: Project: Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 9/25/2012 . E-Mail: 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor.Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used.Them factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318,Part 0.4.4(c). • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with AC1318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C,D, E or F is given in ACI 318-08 Appendix D,Part D.3.3.4 this requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case,Part D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. In lieu of D.3.3.4 and D.3.3.5,the minimum design strength of the anchors shall be multiplied by a reduction factor per D.3.3.6. An alternative anchor design approach to ACI 318-08,Part D.3.3 is given in IBC 2009, Section 1908.1.9.This approach contains"Exceptions" that may be applied in lieu of D.3.3 for applications involving"non-structural components"as defined in ASCE 7,Section 13.4.2. An alternative anchor design approach to ACI 318-08,Part D.3.3 is given in IBC 2009,Section 1908.1.9.This approach contains"Exceptions" that may be applied in lieu of D.3.3 for applications involving"wall out-of-plane forces"as defined in ASCE 7, Equation 12.11-1 or Equation 12.14-10. • It is the responsibility of the user when inputting values for brittle reduction factors(4,r,or,r„�1e)different than those noted in ACI 318-08,Part D.3.3.6 to determine if they are consistent with the design provisions of AC1 318-08,ASCE 7 and the governing building code. Selection of,nonductile= 1.0 as a means of satisfying ACI 318-08,Part D.3.3.5 assumes the user has designed the attachment that the anchor is connecting to undergo ductile yielding at a force level<=the design strengths calculated per ACI 318-08, Part D.3.3.3. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG.FL-9494 Schaan Hilti is a registered Trademark of Hilti AG.Schaan • 11••1I1..Tl www.hitti.us Profis Anchor 2.3.2 Company: Page: 7 Specifier: Project: Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 9/25/2012 E-Mail: 7 Installation data Anchor plate,steel:- Anchor type and diameter: Kwik Bolt TZ-CS, 1/2(3 1/4) Profile:no profile;0.000 x 0.000 x 0.000 in. Installation torque:480.001 in.lb Hole diameter in the fixture:df=0.563 in. Hole diameter in the base material:0.500 in Plate thickness(input):0.250 in. Hole depth in the base material:3.625 in. Recommended plate thickness:not calculated Minimum thickness of the base material:6.000 in. Cleaning:Manual cleaning of the drilled hole according to instructions for use is required. y 1.500 1.500 • - - -- � • • • 1 • -♦x • • 1.500 1.500 --+ Coordinates Anchor in. Anchor x y c.� c x c-r c.y 1 0.000 0.000 10.000 6.000 12.000 12.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hitti AG,FL-9494 Schaan Hitti is a registered Trademark of Hitti AG,Schaan 11.11111/Orill 'z www.hilti.us _ Profis Anchor 2.3.2 Company: Page: 8 Specifier: Project: Address: Sub-Project I Pos.No: Phone I Fax: I Date: 9/25/2012 E-Mail: 8 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 Hitti 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. • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-20G9 Ili AG,FL-9494 Schaan Hilti is a registered Trademark of Hitti AG,Schaan •JECT NARRATIVE — TWALITY _ ,_, • DRAWING INDEX: PROJECT CONTACTS: '' ''", . MAKE REVISI• 1 e :OILER__----- ' (DING REPLACEMENT OF — ,•,- ��i,! BURNER CO :!— �_ • _ SIONS AND INSULATION. M2.0 — COVER SHEET PROJECT MANAGEMEN MFIA CONSULTING ENGINEERS .- • FIRE TUBE STEAM BOILERS 42.1-- 64CCI-FAN}CAL rbktd NANCY HUBBARD DESIGN ENGINEER Jcz�" "\��� — 503-819-7505 ANTONIO JOHNSON JECT "NARRATIVE TIGARD HS : M2.2 — MECHANICAL PLAN — TIGARD HS 503-234-0548 NIO JOS MAKE REVISIONS TO BOILER SYSTEM INCLUDING REPLACEMENT OF M6.1 — MECHANICAL DETAILS & SCHEDULES SCHOOL DISTRICT: • BURNER CONTROL AND SOME MINOR PIPING REVISIONS AT ONE TWALITY MS & TIGARD HS PHIL WENTZ BOILER. REMOVE ONE STEAM HEAT EXCHANGER, ONE STEAM 503-431 -4019 BOILER AND MAKE PIPING MODIFICATIONS. REMOVED STEAM BOILER WI TO BE REPLACED WITH (2) CONDENSING HOT WATER BOILERS. ,��` dy I i ' I H I I 3 I T r;----- 1--1-L_ TWALITY MS a * n 0 r- , , '_ - ; wt- o . C t V1 a i w t - Pn o s q. 1 _ _t 'rM . l "•.'17,t SW times Rd f iu _ :lie%I .5. e j., �� r __ BOILER ROOM AREA OF r '' C ,. WORK. SEE SHEET M2.1 _ 0 0 SVi Sale(St T �( FOR FLOOR PLAN & DETAIL F v it i } r W co .. 1. - m at, y. JJG :iWV W 4--1?d 371 D+a:td -.L ti '[. SW A[.R.A`r%ry O G I- AREA OF WORK — TWALITY R , ? =/ ac r_. w ® \ , SC11.E- 1/54--1-D- - �• a V - con 17 C;nnnta-Man itata.270(917(;tx U)0 Z 3 VICINITY MAP TWALITY a o w ' I . = s > 1 :_ !_ > o r+ J O U 3:; tKca y 07.9.C,"‘ $¢� a W W, - - : BOILER ROOM AREA OF :- 1--, WORK. SEE SHEET M2.2 x "t Q m ~ FOR FLOOR PLAN & DETAIL n ' C7 e -4101 � � �i i� � I. ' is ,;;' A i . I I . '� _ -a_.. ` -_'..1. a J 3 AN{ TIGARD HS * , I 2ry .k a ' 1�'L \ � aiC t P C 1 1 S � - !h •t 1 r T. INC. ' .I 1 �„�01—{ . — >;v. :<< Rd - �' P,rtt.,f �z sr`,t PH\ 1�7 I=JA-0sfN . Y : f 1 �, I "I `,-**,A,-- a ?IIWa.:4 MfMllPli�:.Mf C�87� .`S.xifrt 1'r i ! ��■ z I o , 1 rtaEx P_,x i _ _. y*,' k P SHEET AREA OF WORK TIGARD HS 4 VICINITY MAP - TIGARD HS 21 M2.0 ell hi SCALE: DETAIL �' t fiii§ S CALE: 1/64-=1'-D- 2 j - t OF 6 t, II � sztz 1 M I I .I i',•zoit .// • r 1 I I ..__ _. I ---- --- - I -- - -' 1 _-- I vc - �� 1 I 1 1 Orr W. 0. L - - - - - • -_ j - - - - - (r7 > z - ..4..;--. -- ------ 1 [YH.':'_ SEE 2/442-2 do 3/N2.2 F i T REPLACE "'ATON +, I • -• / '- COYER 3 I A00 REFACTORY I ' (E) 460V PANEL I I - N NG TO NSIDE_, I i u I 1 I I I I f . ;(E)0-2 I L. i N© OF DOORS 1---1 ( 72x34 COMBUSTION(E) I (E) WAR UNE TO BE I •.. NR COINER I I I 11 I■ I I 1-1. REMOVED FROM THIS (� I CAP CONDENSATE O MAIN ry E (q B-2 /l`/ �JV i r I - POINT BEYOND FOR NEW a _ 17 17 - � L==1.... NEW 6' I (E) B-3 TO REMAIN AS-IS --1: CONNECTION (�-TB TO 04-IA do I t-^ r ,` I 6'.( -J '2 ' ! { REMAIN j } - � I o 3 M - .� .- ti- �_ --- - _.-__ -'- I, , ---_' r _-_� _- -. .-_' _ E) 96X72 I s ' T� .r r i '^� j �, �, - COMBUSTION NR =o C m m 4 6 ) i �( ,i �' -�/ 1"• LOUVER W/ �, (E)MR SEPARATOR ' r - -_-. ._... On , •{ _ [, I _ PLENUM & O P L 4°n•- -. 7 #2Ji! 1 `- I COVER •yr• r/ //////////// PI ill; T i I I LL/lll LL /ELL/JJ .._.. I • �-{ I , / } I .�Ag • 11 I I 1 3, � ; + i ,• • 1 !i-- •1i -a.:rr._._-._ '.t* _._. yt i \ \� 's t }-. ti'?67 r ,�. `NEW B.$WS TO(E). Ac •}- `(E)8'STN. A J ; 1 1L-=E-His- H HMS HWS 1� I (E)STM HEADER \I 11 0 O t- - SUPPORT 1 -•-__-- -2222 -_ - - -__ - - . ____ - -_ -.__ __i _-.. --. -------_ _ - ___.- .. .. U• - --. _ (E) 2•GAS LINE TO BE } ® Q• ® I Z , io :cuH I _.I 1- ( 1 - W Q i ._.. -.__-- _-_ ELECT. DEVICES _ -__- - : 0 _ (E) BOILER TO (--D• THRU REMOVE kaPA CH FLUE REMAIN AS-IS O al �_ I PER SPECIFICATIONS -_1_ Q cc a I ' - 1 V _ - _ 1 Nz _. Z it -- -' V Z O O• ,_- > V J J p Q T a = W 101 h( MECHANICAL BOILER ROOM DEMO PLAN - TIGARD HS Al N1 MECHANICAL BOILER ROOM PLAN - TIGARD HS °C °c z 1111, d111 '+ii 1/4•=T' D• GENERAL NOTES: 1(1j,.,A11 ► SCALE: T/4•_1_D• W •ri � CC a CI -.1 I FLUE SIZES&OTHER DESIGN DETAILS ARE BASED ON BUDERUS BOILERS.REVISIONS FOR OTHER BOILERS AS REVD FOR INSTALLATION SHALL BE COMPLETED BY m 1- Li] CONTRACTOR UNDER BASE BID. Q /Z (E) LEVEL CONTROL& ABATEMENT WORK BY OTHERS. ALLOW ACCESS FOR ABATER. t/\1� �M CLEAN FLOAT SHEET M2.2 HEX KEY NOTES: ® C~ 1. CONNECT NEW 2•GAS TO(E)GAS LINE NEAR CEILING. EL 4 2. REMOVE EXISTING BURNER CONTROLLER AND RETURN TO OWNER.INSTALL c4.7 HONEYWELL 7800 SERIES BURNER CONTROL SEE SPECS FOR DETAILS F I , 3. CHANGE WATER LEVEL CONTROL PIPING AND LOW WATER LEVEL CONTROLLER. ADD SECONDARY LOW WATER LEVEL CUT-OFF. SEE DETAIL 3/M2.2. 4- CONNECT NEW HWR/S UNES TO(E) UNES. SEE 1/116.1 5. CONNECT 4•P/T VALVE DISCHARGE TO EXISTING DISCHARGE PIPING UP THRU ROOF.PROVIDE STRUT SUPPORT SYSTEM AND RESTRAINT TO EXISTING UNES (E) BOILER ATTACH TO CEILNG STRUCTURE. r - 6. (E)BOILER TO BE REMOVED FOR REPLACEMENT. REMOVE(E) DRAFT INDUCER FAN & SUPPORT. REMOVE ELECT SERVICE TO FAN TO WIRE CUTTER. 20 AMP do DETAIL 2IM2-z NOTES: 30 AMP DISCONNECTS TO BE REMOVED. CAP(E) BOILER CONNECTION TO STACK h REMOVE BEYOND TO REMOVED BOILER.CAP APPROX 20028 W/ 18 CA STEEL �I 1. REPLACE E) WATER COLUMN/SIGHT GLASS GAUGE W/NEW DEVICE TO MATCH (E) PLATE SEAL H AROUND.SEE 2/442.2 FOR NEW BOILER, PIPING&VENTING- ( 7. (E)HEAT EXCHANGER TO BE REMOVED Sr PIPING TO BE MODIFIED. SEE DETAIL CONFIGURATION k SIZE. 2. NOT USED. 4/446.1 FOR DETAIL. 3. REMOVE EXISTING 1/2'STEEL PRESSURE CONTROL PRING TO ALL PRESSURE 6. NEW BOILER,SEE 1/446.1 FOR DETAIL& 2/M6.1 FOR CONTROLS - INC. CONTROL DEVICES. PROVIDE 1/2•BRASS PIPING TO REPLACE EXISTING. 9. CAP(E)STEAM. &REMOVE(0) HEATING WATER LINES FOR REMOVED HEAT IN 4. INSTALL SECONDARY LOW WATER CUT-OFF PROBE IN WATER JACKET. SELECT EXCHANGER.SEE DETAIL 4/446.1 FOR DETAIL PROBE LENGTH TO TERMINATE BOILER OPERATION WHEN WATER LEVEL DROPS 10.14-0 A129-IC BOILER FLUE UP TIRO RO OF,SEE 3/446.1 .. BELOW MINIMUM ELEVATION. MINIMUM ELEVATION TO MATCH CLRRENT LOW WATER 11.(E)PACO CONDENSATE PUMP - 1 HP-3450 RPM-208-230V CAT# FLLAI1Lirg'nam-er.l 2407 S.E.Ash-5l. CUT-OFF DEVICE ELEVATION OPERATION LEVEL-PROVIDE CONTROL WIRING AS 10-12501-70061-1 441. SER. 1152-DMYGP74670 - 5.11•IMPELLAR. REPLACE Portland,OR 97214 RED.°. MOTOR&PUMP W/NEW MOTOR&PUMP TO MATCH (E)PERFORMANCE. (E) PIS.(503)214-0548 CONDENSATE RECEIVER TO REMAIN.DISCONNECT&RE-CONNECT POWER. FAX:(5031_'3N-5677 • 12.(E)JC1 CONTROL PANEL W/0X9100 CONTROLLER.CONTROLLER CURRENTLY 14AS MAW YETI-.F.;'OM 3 -SPARE AI, 2 - SPARE DI. 4-SPARE AO.PROVIDE EXPANSION MODULE F REDID,SEE 2/446.1 FOR NEW CONTROLS. © BOILER MODIFICATION DETAIL l3•REMOVE 7 RE-INSTALL STAIRS FOR BOILER DEMO&NEW INSTALLATION AS '�7 REO'0. SHEET SCALE: DETAIL 14.REPLACE(E)SEAL AT TACO RE-CIRC PUMP 15.FUSED DISCONNECT FOR BOILER POWER. RATED FOR 10 AMPS(MIN)EACH. ROUTE 3/4'CONDUIT W/ 3-112C A #12GRN TO BURNER +q) . 16.PROVIDE DISCONNECT FOR BOILER CONTROL POWER AS REO•D. ROUTE 012 / COND.TO BOILER CONTROL DEVICES IN 1/2'CONDUIT. TYP. OF ALL COORD.W/ BOILER/BURNER PACKAGE AS REO•D. ./ J t D D D o BURNER VOLTAGE — 208/230V 30 x x) 2 VENT CAP STYLE o WILL VARY WITH z VENT DIAMETER. HEIGHT ABOVE K ROUND NTOPR ROOF PER MANUF. D° ACCEPTABLE RECOMMENDATIONS r* � , i AL29-4C BOILER FLUE A Fo + STORM COLLAR o > o 'it' F •S. N Co E I I /1 NAILOR 0 PERIMETER OF CONE I AREA WHERE NEW MEMBRANE I' N.) INSTALL ROOF MEMBRANE TO IS TO BE ADHERED TO UNDER STORM COLLAR. EXISTING ROOF MASTIC•RE—INSTALL BALLAST ROCK SHALL BE SPUDDED CLEAN ON PATCH III _ (E) ROOF 2u INSULATION F ;UT P-1546 0" o (E) ROOF DECK it 46.= VED, ANCHOR TO SUPPO" : I• - 3g> 7 (TYP. OF 2) WITH VENT BAND '—t1 m m b MAINTAIN CODE ATTACH TO STRUCTURE �∎ m Z CLEARANCES SUPPORT CABLE (TYP. OF 2) Z D > I FROM COMBUSTIBLES NOTE: VENT BAND / 0 Z — MIN HEIGHT 24" ABOVE • 5 O ANY STRUCTURE WITHIN 10'-0" r �\"� MATERIAL TO BE AL29-4C p Re PER BOILER MANUFACTURE m °m D m r � ' r • P '''° N ALL ROOF WORK SHALL BE PERFORMED BY A TREMCO CERTIFIED ROOFING CONTRACTOR. 4 m SEE SPECS FOR APPROVED CONTRACTOR CO V) r :� b 3� BOILER VENT DETAIL M6.1 / SCHEMATIC v / W /1 �1J C I— 0 I in (6 Z O(D r 0 P c I-- § n f_ _ v) T+ i I i t I co ¢CK Z s z V V u -I 1: yi i cc 11 I (n O, ? S I! ?= %�-}® _ ei =ORIN • IMP" I .1 0* * 1111.1 1 I PP%1 II e n m m litiw iii Q I Migi1!, 1. I, 1 1 0 IP`.401 11411111P l BY: ARJ I CHK'D:SWMIDATE: 8.13.12 TIGARD-- TUALITAN SD NONO REVISION DATE RAP-$.13 8.13.12 BOILER RENOVATIONS & REPLACEMENTS A REQUEST FOR PROPOSAL A JOB NO. 8461 7 S.Z.1SH T. SHEET N0. A PORTLAND Of. 17214 pit 5O3 34-0548 RFP 8. 13_REF:M2.2 CUNNECI NUN b HWS 10 (t) \ — RE-ROUTE 3[4' _ tl �� TO UHWS LINE �0)... ``c. (E) 6 HWS �I T 4 P /FLE TEMP SENSOR-\ 7 ; 'Y' -© ti GID ,' 4 HWS 2-WAY V OP Zx ,677(E) �, 1:1 BOILER C TANK SET <ZZ TO 12 PSI r` NNW DRAIN ____" 'A • SEISMIC NT j a RELIEF VALVE / W/ SUPPORT / B {) ■ PI ` <N\e' . o --\ 11 GATE VALVE * .. 11. ,...:.::,..-i",.......----- ----. a ir- 4° H q a =4► NEW HWS ONES TO (E) + rt ,, ■ '• ���� DRAIN VP SEPARATOR P6' FOR FLOW SENSOR/TEMP SENSOR (E) 6° AIR SEPARATOR i1 BOILER PIPING DIAGRAM `t :AL (E) HWR ` 6.1 SCHEMATIC I rnM-rPni c FnP Anil PP cfl 0 /PA 1 I BY: ARJ ICHK'D:SWM DATE: 8.13.12 TI GARD- T UALI TAN SD NO REVISION DATE BOILER RENOVATIONS & REPLACEMENTS a6 RFP-8.13 8.13.12 REQUEST FOR PROPOSAL ` A MFIA INC JOB NO. 8461 2007 S.B.ISE ST. SHEET NO. A ram ax rnu FA. 603-2s4-054e RFP_8. 1 3JEF:M6. 1 a c.=-- fe/All kah TRIPLE DUTY :1114‘imir (E) C HINS• ■ V- 1 VALVE (ll P OF 2) Q FLEX CONNNECTOR, TYP. oar ti ``• ,ILL ,, 4" HWS " 2-WAY VALVE - CONTROL FROM 40 1/-� © BOILER CONTROL PANEL r1-4C BOILER FLUE s' UP THRU ROOF SEE 3/M6.1. -..1: -.44P- IC 0 __ r• 4110114111 1101 V-- i V 1-1/4" GAS 05 PSI I �7,-- 6" DIRT LEG ilim .,..,4 , 40" , r_--_____ GAS REG - 3400 / MBH FROM 5 PSI TO LOW PRESSURE CONDENSATE DRAIN, ROUTE 0, - 4 L'1 •. 0 THRU ACID NEUTRALIZATION CHAMBER TO FLOOR DRAIN != � �p� (E) HOUSE KEEPING PAD BELOW CURRENT BOILER TO REMAIN. TOTAL PAD � - DRAIN VALVE TO BE AT LEAST 6" THICK FLOW SENSOR/TEMP SENSOR 3/8' ANCHOR 3OILER PIPING DIAGRAM (EMBEDDED DEPTH OF3-1/2") AT SCHEMATIC EACH CORNER (4) 2/M6. 1 BY: ARJ CHK'D:SWM DATE: 8.13.12 TI CARD- T UALI TAN SD E NO REVISION DATE NO 8.13.12 BOILER RENOVATIONS & REPLACEMENTS 0 REQUEST FOR PROPOSAL JOB NO. 8461 - 2047 Si.ASH INC. SHEET N0. 0 PORIUMI oa. 97214 pk 543434-0648 RFP 8. 13_REF:1116. I b • trvrwti lt.) A STATUS (E) x X PUMP START/STOP (TYP. 2) (E) X PUMP STATUS VFD (TYP. 2) (E) X X ita PUMP SPEED (TYP. 2) (E) X BY PASS VALVE (N) X 4A. : I • . • • e FLOW SWITCH (TYP. 2) (N) X BOILER ALARM (N) X FLOW SENSOR (N) X BOILER TEMP SENSOR (TYP. 2) (N) X SYSTEM TEMP S/R (TYP. 2) (E) X (D) - DEMO (E) - EXISTING (N) - NEW IVFD (E) F 7 HWR z ■ — _� {T I T S "04-1A 0 1 I • • • T 11.• 1 LTA- ©04-1 B I -1 FS] VFD (E) BOILER / I BOILER I _ I - ` ENABLE/RESET/STATUS BOILER SHUT-OFF 0 SWITCH (TYP OF 2) 1 2/M6.1 NOTES: 1. ALL CONTROL WORK BY JCI APPROVED CONTRAI 12. CHANGE CONTROL PER SEQUENCE: SEE SPECS. 3. PROVIDE ALL LINE & LOW VOLTAGE CONNECTi01 REQ'D FOR BOILER SYSTEM. 2 BOILER CONTROL DIAGRAM 4. ISOLATION VALVES GRAPHICS DBY CONTROLS OR OPERATION WIRING M6 SCHEMATIC 6. CONNECT TO (E) SWITCH TO DISABLE POWER T( BY: ARJ ICHK'D:SWMIDATE: 8.13.12 TIGARD- T UALI TAAT SD NO REVISION DATE 6:113 RFP-8.13 8.13.12 BOILER RENOVATIONS & REPLACEMENTS A REQUEST FOR PROPOSAL JOB NO. 8461 11A 7 S j INC. SHEET NO. A PORflAND QR 97114 ph. 503-234-4548 RFPP8. 13_REF:M6. 1 c • ,,r, '44,:<, 4-f" 1-D too\ t<- 1 Council Avenue P.O. Box 608 . Wheatland Tube Company Wheatland, PA 16161-0608 g. 800.257.8182 www.wheatland.com Wheatland ASTM A 53 • Schedule 40 and Schedule 80 Pipe Wheatland Steel Pipe is made by specialists who understand that it's the small details that make the difference between average products and superior products.At the Wheatland Plant, Q. most department heads and foremen have been employed in some phase of pipe manufacturing for 25 or more years. a This kind of specialization,experience and knowledge pays off...in workable,threadable, uniform pipe.Delivered clean.Delivered promptly. 0 Wheatland specializes in manufacturing welded steel pipe in 1/2 through 4 nominal sizes. Cr Available inventory in 1/8 to 12 pipe sizes produced to various ASTM standards is maintained to meet your pipe requirements. Care,pride and personal concern are bonus features that go into every inch of Wheatland = Pipe. Don't settle for less. V a) Make sure it's quality.Make sure it's Wheatland. Standard Pipe Schedule 40 ASTM A 53 Grades A an.E1 111 Outside Inciria Wall NPS DN Diameter Diameter Thickness Nominal Weight(Mass per unit Length CO Designator Designator Plain End Plain End Threads&Threads& (Inches) (mm) (Inches) (mm) (Inches) (mm) (lb/ft) (kg/m) Couplings Couplings Oei (lb/ft) (kg/m 1/8 6 0.405 10.3 0.269 6.8 0.068 1.73 0.24 0.37 0.25 0.37 - 1/4 8 0.540 13.7 0.364 9.2 0.088 2.24 0.43 0.63 0.43 0.63 3/8 10 0.675 17.1 0.493 12.5 0.091 2.31 0.57 0.84 0.57 0.84 N/�� _ 1/2 15 0.840 21.3 0.622 15.8 0.109 2.77 0.85 1.27 0.86 1.27 W 3/4 20 1.050 26.7 0.824 20.9 0.113 2.87 1.13 1.69 1.14 1.69 V 1 25 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.50 1.69 2.50 Sim 1-1/4 32 1.660 42.2 1.380 35.1 0.140 3.56 2.27 3.39 2.28 3.40 ♦1� 1-1/2 40 1.900 48.3 1.610 40.9 0.145 3.68 2.72 4.05 2.74 4.04 v� 2 50 2.375 60.3 2.067 52.5 0.154 3.91 3.66 5.44 3.68 5.46 ; 2-1/2 65 2.875 73.0 2.469 62.7 0.203 5.16 5.80 8.63 5.85 8.67 LO 3 80 3.500 88.9 3.068 77.9 0.216 5.49 7.58 11.29 7.68 11.35 Q 3-1/2 90 4.000 101.6 3.548 90.1 0.226 5.74 9.12 13.57 9.27 13.71 4 100 4.500 114.3 4.026 102.3 0.237 6.02 10.80 16.07 10.92 16.23 5 125 5.563 141.3 5.047 158.2 0.258 6.55 14.63 21.77 14.90 22.07 V 6 150 6.625 168.3 6.065 154.1 0.280 7.11 18.99 28.26 19.34 28.58 Q 8 200 8.625 219.1 7.981 202.7 0.322 8.18 28.58 42.55 29.35 43.73 10 250 10.750 273.0 10.020 254.5 0.365 9.27 40.52 60.29 41.49 63.36 V Standard Pipe C 12' l 300 1 12.7501 323.8 112.000 1 304.8 1 0.375 1 9.52 1 49.61 1 73.78 1 51.28 76.21 C Note'NPS 12 dimensions are for standard wall pipe,not schedule 40. Product Type and Specification: W Standard welded pipe is produced in 1/2 to 6 trade sizes.Wheatland pipe is produced to ASTM A 53 .0 Grades A and B,A 501,and A 589 Type Ill API 5L and Federal Specification WW-P404. All pipe threads conform to ANSI B1.20.1. Merchant couplings comply with ASTM A 865. Specifications and descriptions are accurate as known at time of publication and subject to change without notice. I Boilers B-1A & B-2B Representative: CHC Columbia Hydronics Co. Engineer; MFIA, Inc. • HydroTherme Contractor: JRT Mechanical, Inc. 7-31-12 12-0845MK KN-30 3,000,000 BTUs Boilers B-1A& B-1B • KN-30 Specifications • Nominal Min Max Gas pressure inches W C 7' 3 14 Voltage,240 V - 3ph 60hz Flow,GPM *- , '-' 45 - 450 ,3.- Temperature rise.F _ 20 100 a°.•' Flue length,equiv.ft : 6 ' ,. 120 xis JO i Air inlet length,equiv.ft 0 120 . Water volume,gals "• Flue diameter,in Er: Current,amps 6.5 ," r 1 Cv,GPM. 1 psid ,`. . 278 ,.,;,r s, , -r t i Boiler HP 79 �' Input MBH 3000 ` Output MBH 2781 •` "s 4 '''" Fuel type Nat.Gas/LP Pr ASME design data max 100PSI +250"F Negative flue pressure -0.2"W.C. Positive flue pressure 0.9"W.C. Height 71 13/16" Length ,' 80 31/32" Width 31 9/32" LBS:. ? f ° ' 3500 lbs Ithl Series Annual Mean Thermal Efficiency 100 98 96 44 —_-ax CU 92 ; W 88 86 84 - 82 ,— . 60 80 100 120 140 160 Return.Water Temp °F with 20° Rise . -AHRI Certified 92.7%Efficient -43---Annual Mean Thermal Efficiency is a calculated average utilizing cumulative run hours and corresponding load. (ASHRAE Degree Oay & BIN Method/Fundamentals 19.17) -Maximum Modulation Efficiency(Low Fire) • . • • CODE OPTIONS CSD-1 I STANDARD • IEll 8"AIR INLET Ell � ■-r ��� NOTE:Dimensions are approximate and should �� . �]�I■1 83/4 not be used to'rough-in'equipment. [883.8 mm] li -'. ■ I [220.8 mm] nit- rt .hd - -, C Z•Z"t"t!Z!Z!Z!Z!Z!Z!Z!Z!ZlZlZlll`____ 80 7/32 [2037.7 mm] 87 118 [2212.8 mm] HSUB-10-REV-A 34. [863.8 mm] m IMF r 4"BOILER OUTLET - _ - �'�'.„ ice. III • _I al II II ■1 I I�U1 r I 74 1/32 4"BOILER INLET 8"FLUE 0 1 7/B ®® [1887.6 mm] ® (47.4 mm] 0 e 1,_' •� [1168 mm] NIB ����• �� _ 19 3/16 L��J� [215.9 mm] - --,JI 20 7/16 [487.2 mm] �'=� 21 17!32 �I MI 518.6 mm] 31 27/32 I, ,I'. Jim [547.1 mm] Ir. .. _'1■■' (808.9 mm] 11!18 ∎a�i I I 17.4 mm] ����� + �I of r ( 1 I ! - Imi I 3 29/32 SUB•10-REV-A HSUB-10-REV-A 1215/32 [98.8 mm] 17 3/8 37 19/84 (316.7 mm] 17 13/32 [441.3 mmj [947.1 mm] 12 17/32 [442.2 mm] ` (318.3 mm) HSUB-10REV-A 13/4 ® CENTER OF GRAVITY 2 1/2 [44.4 mm] [63.5 mm] 69 15/32 [1764.3 mm] 1 Tigard High School Boiler Replacement-Tigard,Oregon K N-3 0 1 - Representative: CHC Columbia Hydronics Co.Frei,X11.1 I Category II Or Category IV Appliance 'oifi — Engineer; MFIA,Inc. (see Installation and Operation Manual for venting information) 20 1/16 C [509.8 mmj `al I Contractor: JRT Mechanical,Inc. �'1 dromo1 I'�III A Division of Mestek,Inc. I a' i�� I Westfield, MA 01085 t' m s/a 7-31-12 12-0845MK [1s.9mm] VIEW A-A ii (413)564-5515 C (4)PLCS SCALE .046 HSIIA-1OAFV.A Boilers B-1A&B-1B SKN-30-2 5 C r C • • • • A.G.A. CERTIFIED RATINGS & CAPACITIES TEMPERATURE RISE / PRESSURE DROP (Based on Full Input) Fuel Type Natural/tP6ar- Boiler FLA"` 6.5 AMPS(•••without primary pump) 20"F/11.1'C 40'F/22.2'C 60-F/33.3'C 80-F/44.4'C 100'F/55.5'C Input BTU/hr. 3000 MBH/879 KW Min.Gas Pressure Required 3"W.C. Flow Rate Pressure Drop Flow Rate Pressure Drop Flow Rate Pressure Drop Flow Rate Pressure Crop Flow Rate Pressure Drop Output BTU/hr. 2781 MBH/815 KW Max.Gas Pressure Allowed 14'W.C. GPM L/s Ft kPa GPM L/s Ft kPa GPM L/s Ft kPa GPM L/s Ft kPa GPM L/s Ft kPa Boiler HP 79 Water Volume 38 gal. 278 17.54 2.31 6.81 139 8.77 .58 1.71 92.7 5.85 .25 .74 69.5 4.38 .15 .44 55.6 3.51 .09 .27 Electrical Requirements 20/30 Got¢ Operating Weight 3785 lbs./1717 kg. BOILER TRIM & CONTROLS Flow GPM Temp.Rise("F) Vent Length(Equiv.Ft.) Arne tLength(Equiv.Ft.) Main Gas Valve Dungs MBC Manual Pilot Valve Honeywell V8046C Min Max Min Max Min Max Min Max Firing Valve 1 1/2"Apollo Air Switch Huba Type 605 55.6' 450 20 100 6 120 0 120 Ignition Control Honeywell RM7800 Blower Motor Ametek At 100%input Operating Control(FB/FW) HeatNet'", L.W.C.O. •750P-MT-120 High Limit Honeywell L4006E Relief Valve-FW 30.50.75&100 PSI A.S.M.E. Main Ball Valve 1 1/2"Apollo Variable Speed Drive None ASME Sect IV Htg Surface 100.96 Sq.Ft./9.38 Sq.M. Design Data 100 PSI& 250'F Pilot Cock 1/4"Conbraco Pilot Regulator MAXITROL RV12LT CV.GPM (1PSID) 278 UNBALANCED FLUE LIMITATIONS "'Based on 240V-3 Phase,Boiler FLA with: 1 HP primary pump,total FLA Is: 11.2 Amps Negative Flue Pressure -0.2"W.C. 1-1/2 HP primary pump,total FLA Is:,12.2 Amps 2 HP primary pump,total FLA is: 13.8 Amps Positive Flue Pressure 0.9'W.C. 3 HP primary pump,total FLA Is: 16.5 Amps 5 HP primary pump,total FLA is: 22.2 Amps KN -30 0 J D Pc [7VIIeI`J -IPA a 0-4O HTN1-307 KN SERIES PRODUCT DATA /IeaINetictI Platform DESCRIPTION STANDARD FEATURES The KN-Series boiler control is designed to provide the • Four levels of external control inputs, including KN-series boiler with an integrated boiler management modulation and stage. system on every boiler.A key component of the Air-Fuel • Digital Communications Control (analog 4-20ma, coupled KN-Series boilers,the KN-series control provides 0-10vdc control supported, but not required). for optimized heating efficiency without the need for an • Boiler to Boiler: Heat-NetTM external "wall mount control".The control method used by • Building Management System (Mod bus, Optional the KN-series control is based on digital communications, BACnet or LonWorks)to Boiler which eliminates the need for analog control signals.The • Distributed control using the Heat-NetTM protocol for up use of analog control signals is still supported, but a higher to 16 boilers, or up to 3 boilers using dedicated relays. level of control precision, repeatability, and feedback is Eliminates the need for`wall mounted"controls. gained with digital communications control. • System operating status and error logging with time stamp. The KN-Series control is extremely flexible, and can be • Advanced PID algorithm optimized for the KN series operated in multiple ways: boilers. • A stand-alone boiler. • 4 Dedicated temperature sensor inputs for: Outside • A boiler in a Boiler Network using the Heat-NetTM Air Temperature, Supply (Outlet)Temperature, Return protocol. Temperature(Inlet), and Header Temperature. • A member boiler to a boiler management system • Automatically detects the optional temperature sensors • A member of a system with up to 3 boilers using relay on power up. • control. • Menu driven calibration and setup menus with a bright (Adj.) 4 line Vacuum Fluorescent Display. The primary purpose of the control is to maintain the • 8 Dedicated 24vac interlock monitors, and 8 dedicated boiler water temperature setpoint at either the supply or 120vac system monitors used for diagnostics and the header sensor.The control also monitors dedicated providing feedback of faults and system status. external limits and provides an orderly shutdown and fault • Multiple circulator pump control modes. indication in the event of a trip. • Combustion Air Damper control with proof time. • USB/RS485 network support to allow firmware updates The control method used is based on a PID loop and or custom configurations. functions much like a thermostat with an analog output. • Optional BACnet or LonWorks interface. The PID loop's input can be the supply or the header • Alarm contacts. temperature depending on the setup.The output is a • Runtime status. control signal that is derived from the difference between • Outdoor Air Reset with programmable ratio. this supply/header temperature and the setpoint.This • Time of Day clock to provide up to 4 night setback output control signal is a Pulse Width Modulated signal temperatures. used to control the blower which is Air-Fuel coupled to the • Failsafe mode-When a Building Management System is main gas valve. controlling setpoint, if communications is lost, the boiler/ system will run off the Local setpoint. When an external input is used to cycle the boiler ON and OFF or when using an external modulation signal, an adjustable internal operating limit setpoint is provided. If the control is the master, a setpoint with a control band is also employed in conjunction with the internal operating limit setpoint to limit the output of the boiler. • 260 NORTH ELM STREET Advance 7555 TRANMERE DRIVE WESTFIELD,MA 01085 MISSISSAUGA,ONTARIO L5S 1L4 CANADA (413)564-5515•FAX(413)568-9613 Thermal Hydronics (905)672-2991 •FAX(905)672-2883 •A MESTEK COMPANY