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Specifications RECEIVED MILLER SEP172015 CONSULTING CITY OFTIGARD ENGINEERS BUILDING DIVISION STRUCTURAL CALCULATIONS Scholls Business Center Two Roof Top Unit Replacements 10130 SW Nimbus Avenue, Building D, Tigard, Oregon Oregon Aire September 16, 2015 • Project No. 151133 CITY OF TIGARD 13 pages - REVIEWED FOR CODS COMPLIANc* Principal Checked: -<�: -" • II Permit Mt 1ItA& .20 Adder: b - l 1 w/ Suite#: 4: .. - ; -fSi,�I� Date: -(� C4J THE CALCU - 4(*� 8I, - - - �V , 9 �y OFFICE COPY pC 16655 PE y OREGON pti f t;N4- ''9RY AND SIGNAT b M ± =� 1 OT ORIGINAL EXPIRES: 12-31-Za G 1 *** LIMITATIONS *** Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical, Diverse, Structural Solutions Since 1978 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219-5412 Phone (503) 246-1250 Fax (503) 246-1395 www.miller-se.com Building Code: 2014 Oregon Structural Specialty Code Soils Report: No Soils Report by: N/A Dated: N/A Soil Bearing: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure(active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Building Structure Vertical System: Lateral Sys: Element Roof Load Type Dead Basic Design Value(PSF) 15 Loads: Load Type Snow Value(PSF) 25 Deflection Criteria U240 Lateral Design Parameters: Wind Design: ASCE 7-10 Wind Speed(3 sec Gust): 120 MPH Exposure B Importance Factors lw= 1.00 IE= 1.00 Is= 1.00 I,= 1.00 Risk Cat: II (ice w/wind) (seismic) (snow) (ice) Seismic Design Latitude: 45.447564 Seismic design parameters are based on published Longitude: -122.787552 values from the USGS web site. 2%PE in 50 years,02 sec SA=Ss 2%PE in 50 years.1.0 sec SA=S1 S,= 0.974g S,= 0.425 g (Site class B parameters are indicated on this page,for actual site class S..= 1.082 g used in design,refer to seismic design summary) S„= 0.669 g S0.= 0.721 g S„= 0.446 g • 'Design Summary: The following calculations are for the connection design of two rooftop mechanical units for wind and seismic loading.Analysis of the existing framing below is also included in the calculations.The existing building is designed by others. 7-1u0sE par_ 9,,i[eta L;_rut r-k-f . 9570 SW Ba nur Blvd. Project Name: Scholls Business Center Two Roof Top Unit Replacements Project#: 151133 A Suite One Hundred Portland,OR 97219 Location: 10130 SW Nimbus Avenue, Building D,Tigard,Oregon MILLER (503)246-1250 Client: Oregon Aire CONSULTING ENGINEERS FAX:246-1395 BY: ALB Ck'd: Date: 09/16/15 Page 1 of 13 Mad-fit-Ni-CA-r— um-r--7" aPtirCiriCfir 14--24'-0" ■fi■ 30'-0" ■+■ 24'-0" kuv -r #-I r L/ ToN T d,.4o - -- a �.. B F � .1,) -1,-0047= 71/ L-B/ W/Cr-t124 _ 9 ' + . * UNIT#2: LF�6rr� = 6 .7-' b UNIT #1 kt ii'£ 6H7: 7.75' -.-.-. - -•- -• c .-�T�. r. LEtJ6Ty- S,6I ' O 7 ��1 C.4lA4Ih'h'11L ' F NIT D5 I ' cc AY ' -o"o.[.. 4 L- O7 f= 3.■S'' ° 2KF-v N # `1 + lir . ki. - uNy - 7,5- rbN 6 3/4" x 33" GLULAM a 291-•:--v 9 + POMP St; wEZH-T = /0 64'' Lei w/cAmt6 d, �Tk� ,,, Lf J TI _ 7,34 �I�,� 8 ,. '° •wzorH = '1. 161 ® • � F+ 6fi-7= 3,`111' — . D -- GuRg: rx - B d, LEN 4'04 = 4,54 1 ' B 1-1f' 647-= 1,17' AREA SHOWN ON PLAN FiZilml-NG SFcLow UN Zr At 1.- cot-ma oLS C-FfECK eL112L. IJ i/ `�� P P 11-- ti%% % �' W o i =iFIJWJI i 1 1. 1 L 1 N / iPillI■ F�� W= (rr PSG -ZS PSF)(`b')= 320 PLF ��_,T, 11. 068 Lnr) /(i) _ 3-3Y 1-j1 Ill 182'-O" ►I (0 3V% x rz- GL.t tt_ -S l-Q£Q■AHrc `,Sr6 PG _ 5— 04 9570 SW Barbur Blvd Scholls Business Center Two Roof Top UUnitiRe I cements 151133 Suite One Hundred Project Name Proect Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By ALB Ck'd 414,-1 Date 9/16/15 Page Z of 1 • c-is Ic CO ?E-P\ 4/ -3 4, , Lp` yPiN / <1 I 's'' 3z' / �7' / s� / b' . ( ' (1s Pry + -S P5P)(2.0') = Yoo P1F P= X19 CV -->,4NZr I Per, = 1o63 (..Bf - t4NL7 *LT_ 6 = Cir prr tzr 19-IF) (Z0') (ri,o' )/LL) = 16,00OLa,/ _ (.0 ` ?/y',x .73" �u 4 t-err% .- CO. A&rC — .5" PG 6-7 Fo az- P CS 7 CN-cic. -SNr3 19I42t_ S AOOZrzmorr._ MS e a L x ti Al teCo2o GW7 #) - �_ ' Walla_ PkRL. N 2.X C O F # 'L ADOZ72or.1tAt SrnQ PNRt.XN SP#9.0= s, G ' .04I V ow= I/ Ill cBs I Pc.2c-xry M or> = 83c FT—C43/ L.31--- (lr9 G65)I6Z)I(S;c7tCts'PIF}(Zr� 1. 11'1,2 IOGf .I 5.61' 3,IS r REA-rvi 2x� V,.,4x=(lly,Z PLF)(S,6')/a atoLt our . = 311.1 US/ ) 111S, 1MriPrx= 0111,1 P(,)(S 6.) 1/(I) = cp.!g r'r wf < g3 s- r-7-1-6S us I10(2Z7or•JJC1 '7XC pg. #2 SiA3 Purtl-.Z-N &NO - ODGw' O¢ t 7 /-S 2C0.'D grog- 01A-7" el= Czs PJF)(s'- S.G')/(-0(`11)/(7-) < 6o '4s to x=2: Iii= 120 (As @ X= 3,15' fttor" 1'2Amyw6 IAN004 1:D6C of too-4r 1/rhr4X = 12r tel < ), 135 45 M Iv)Px = III `r-tef c is 31- pr-urf 0(SC ZxC OF t-7- (3e_ock O(A7' Per 106C o f t(IaZT 0:4 9570 SW Barbur Blvd Project Name Scholls Business Center Two Roof Top linit Re?llcements 151133 Suite One Hundred ■ Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By ALB Ck'd Imo)- Date 9/16/15 Page ' of t3 pc00 P*M-- St4C3 etAILLIjG4C.k. OW?. C lrO SUS 19(A(2.1-2-,4S ■ ilsrws SI43 uNZr #i - 'IMI=EN q I ,r IOczi77--oNAK S(4,3 spffN= (�K"D/( EVAN =3.67' � , Yy" / yy" 5016'`\ W= 0069' Lr3S)/(0/0,33')-1-(zsPtf)(7`) ez-F Urvlarx = 641 P`F) (3,67')/(E-) c41J /,( 9 (Bl tlt -x = (19r p ) (7•6- )Z/(v) =zv9 g'r—c• l c k7r WC. /1.012 TLoN" 2-7c1. OP ti.z. S R 1. - J F fr EDGC fr gLocx owr SPAN= ( P)= (z-c erF)(B'—?,c,7')/cz-)(2-') ro%,3 x= z' n P2 = n t c s @ k= s Fa-Onn Fit Xi*' Ciz I£©Gc o, LANzr Vt"ArK = 33f t.et (, 03? (41 rhMXx = 391 Fr—(,>?) c gar Pr—cei (4 E 2x 1. (�f uc out 16c of u - 1 9570 SW Barbur Blvd Scholls Business Center Two Roof Top l�nit.Replocements 151133 dift Project Name ro�ec ` Porte One Hundred Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 ALB 9/16/15 11 of 13 ENGINEERS Fax: 246-1395 By Ck'd "f Date Page 2012 National Design Specification for Wood Construction(ASD) Reduction Bending F, Shear F. Bowing F,., E&E.. Re= 7.79 OK<50 Mark (E)Puffin Material:GLULAM Co 1.15 1.15 E',,:,= 950,000 psi Grade:24F-V4N8 WIDTH 3 1/8 C, 1.00 1.00 1.00 1.00 F,E= 18765 psi Span 20.00 ft C„= 2.00 ft size=31/8 x 12 CF 1.00 Fs= 2760 psi • x1= 0.00 ft w1= 320 lbs/ft b= 3.125 in Cu 1.00 1.00 -1.00 1.00 - F,,,./F,", 6.80 x2= 20.00 ft w2= 320 lbs/ft d= 12.000 in C, 1.00 1.00 1.00 1.00 F,'= 2737 psi Xa= 15.83 ft Pa= 534 lbs A= 37.50 in, C, 1.00 F' 305 psi Xb= 0.00 ft P6= 0 lbs S= 75.00 ins Cv 1.000 Fu'= 650 psi Xc= 0.00 ft Pc 0 lbs I= 450.00 in' C. 0.992 E. 1,800,000 psi R1= 3311. lbs V= 3303 lbs El= 810,000 kip-in= Cru 1.00 R2= 3623 lbs M= 17133 ft-lbs F,= 2400. psi LL 4,,,t=U 360 LL A= 0.99 inchs F,= 265 psi Material GLULAM TL a;,,t=U 240 TL A= 1.59 inchs E_ - - 1800 ksi Grade 24F-V4N8 WIDTH 3 1/8 %LL 62.5% e.,.. 4.12 ft E,,,,= 950- -ksi Load Duration,Co TWO MONTHS 1.15 SNOW LOAD Fb'=(Fb)(Cd)(Ct)(CM)(Cr)(Cv or CL)(Cfu)=2,737 psi F,= 850 psi Temperature Factor,C, DRY T<=100•F FY=(Fv)(Cd)(Ct)(CM)=305 psi Approx.weight, g' }.,- lbs/ft Wet Service Factor,Cs MOISTURE CONT LESS THAN 16% E'=(E)(Ct)(CM)=1,800,000 psi R1 Req'd Bearing Width 1.63 in, Incising Factor,C, MEMBER IS NOT INCISED Fc.L=(Fci)(Ct)(CM)=650 psi R2 Req'd Bearing Width 1.78 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=2,741 psi>Fb'=2,737 psi Bending Capacity=100.2% Glulam Shear reduction SHEAR UNREDUCED M=17,133 ft-lbs>Minas=17,104ft-lbs WAN 5%OK Member 31/8x12 fv=132 psi<FY=305 psi Shear Capacity=432% Number of Plies 1 Ply V=3,303 lbs<Vmax=7,619 lbs (1 Ply) 3 1/8 x 12,GLULAM • 24F-V41V8 WIDTH 3 1/8 Copyright O 2015 Miller Consulting Engineers,Inc. 20,000 0•000 -0.200 15,000 -0.40D -0.600 • a 10,000 _ _ C i‘all -1.000 5,000 -1.200 0 -1.400 -1.600 5'000 1.800 a _ „. e. 4 e e. . ai e. e 0 e . e e . e e 2 0 2 2 s Slur Distance(ft) Distance(ft) -Moment Notes: • 9570 SW Barbur Blvd Project Name Scholls Business Center Two Roof Top l nojecpllcements 151133 A Suite One Hundred _ Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 ALB 9/16/15 S-of r3 ENGINEERS Fax: 246-1395 By Ck'd g,,,,,, Date Page G7/i7Beam Project: By: Date: Checked: Date: Page: Reactions - kips, kip ft 1 T 7ci7\r T T Shear - kips 18.600000 ��-19.200000 Moment - kip ft I 837856 -140.800000 Rotation - radians 0.00317 .005006 Deflection - inches 106654 -0.412512 WinBeam 3.30 - Registered to Miller Consulting Engrs. - 2012 National Design Specification for Wood Construction(ASD) Reduction Bending F. Shear F, Bearing F„ E s E,,., Re= 11.97 OK<50 Mark (E)Beam Material:GLULAM Co 1.15 1.15 E'„,,,= 950,000 psi Grade:24F-V4N8 WIDTH 6 3/4 C, 1.00 1.00 1.00 1.00 F,E= 7959 psi Span 54.00 ft [„= 8.00 ft size=8 3/4 x 33 Cr 1.00 F:= 2760 psi • x1= 0.00 ft w1= 400 lbs/ft b= 6.750 in Cu 1.00 1.00 1.00 1.00 F,E/Fs= 2.88 x2= 54.00 ft w2= 400 Ibsrtt d= 33.000 in Ci 1.00 1.00 1.00 1.00 F,= 2218 psi Xa= 5.00 ft Pa= 719 lbs A= 222.75 in= C, 1.00 F„;= 305 psi Xb= 37.00 ft Pb= 1088 lbs S= 1225.13 in° Cv 0.804 Fu= 850 psi Xc= 0.00 ft PG 0 lbs I= 20214.58 in CL 0.975 E'= 1,800,000 psi R1= 31514 lbs V= 19200 lbs El= 36,388,213 kip-in' C u 1.00 R2= 29873. lbs M= 140800 ft-lbs F.= 2400 psi LL Aingt=Lr 360 LL A= 0.07 inchs F,= 285 psi Material GLULAM TL&=L/ 240 TL A= 0.11 inchs E= 1800 ksi Grade 24F-V4N8 WIDTH 6 3/4 %LL 82.5% 1,=- 16.48 ft E,,,,,= 950 ksi Load Duration,C,, TWO MONTHS 1.15 SNOW LOAD Fb'=(FbXCd)(Ct)(CM)(Cr)(Cv or CL)(Cfu)=2,218 psi F,,= 650 psi Temperature Factor,C, DRY T<=100°F Fv'=(Fv)(Cd)(Ct)(CM)=305 psi Approx.weight WIRM lbs/ft Wet Service Factor,Ce MOISTURE CONT LESS THAN 16% E'=(E)(Ct)(CM)=1,800,000 psi R1 Req'd Bearing Width 7.18 in. Incising Factor,Ci MEMBER IS NOT INCISED Fc,L(Fcl)(Ct)(CM)=850 psi _ R2 Req'd Bearing Width 6.78 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=1,379 psi<Fb'=2,218 psi Bending Capacity=62.2% Glulam Shear reduction SHEAR UNREDUCED M=140,600 ft-lbs<Mmax=226,473 ft-lbs Member 8 3/4 x 31 1/2 fv=129 psi<FV=305 psi Shear Capacity=42.4% Number of Plies 1 Ply V=19,200 lbs<Vmax=45,255 lbs (1 Ply) 6 3/4 x 33,GLULAM 24F-V41V8 WIDTH 6 3/4 Copyright 0 2015 Miller Consulting Engineers,Inc. 180,000 0.000 160,000. 140,000 -0.500- 120,000 - _ 100,000 J -1.000// I 80,000 -1.500 >- 60,000 / f 40,000 -2.000 • 20,000 0 .. -2.500 -20,000 - - o ° ° 3000 n . _ L' „ it xM " y ss oa : o : ; ; e ; g ; ; R ; adp " ; " iii p Sm., Distance(ft) Distance P9 -Moment Notes: 9570 SW Barbur Blvd Scholls Business Center Two Roof Top Unit Replacements 151133 04 Project Name Project # Suite One Hundred 10130 SW Nimbus Avenue, Building D, Tigard, Oregon Portland, OR 97219-5412 Location MILLER Oregon Aire Client CONSULTING (503)246-1250 ALB 9/16/15 of 13 ENGINEERS Fax: 246-1395 By Ck'd ,-) Date Page Mechanical Unit Lateral Loading CUP LOCATION (UNIT TO CURB),TYP. 4 LONG SIDE • SHORT I DIRECLONG• SHORT SHORT DIRECTION SIDE ��': L 1 SIDE U • FASTENER LOCATION "Woe" I (CURB TO STRUCTURE),TYP- Unit Si Dimensions: Curb Dimensions: Unit#1 Height H= 33.4 in Curb Short Dim.,Wes= 37.2 in Unit#1 Short Dim.,Ws= 48.8 in Curb Long Dim.,Wd= 67.4 in Unit#1 Long Dim.,WL= 74.4 in Curb Height,C= 14.0 in Unit C.G.,CO= 18.7 in MISC.INFORMATION: Load Combination:Basic Load Combination Is Unit#1 outdoors?Yes Unit 81 WT= 804 lb Unit#1 attaches to Roof Curb WT= 115 lb Roof Height= 15 ft Long Side Short Side Number of dips per side=__ _ 2 I 1 I h.(f0= 15 ft.Component attachment elevation w/ Fastener spacing to structure per aide=I 24 inches o.c. respect fo grade Number of fasteners to stricture per side= 3 I 2 I SEISMIC:DESIGN USING ALLOWABLE STRESS LOAD COMBINATIONS Elements of Strictures,Nonstructural Components,and Equipment Supported by Structures Site Class D ASCE 7-10,Sea 20.3,Table 20.3-1,pg.152 • Life Safety Equipment? No Seismic Design Category D ASCE 7-10,Sea 11.6,pg 56 Risk Category II IBC 2012 Sec 1604.5,pg 336 S,= 97.40% -- ASCE 7-10,Figure 22-1 page 158 Fa= 1.11 ASCE 7-10 Table 11.4-1 pg 55(Linear interpolation is used) Son= 1.06 ASCE 7-10 eqn.11.4-1 pg 55 Sos= 0.72 ASCE 7-10 eqn.11.4-3 pg 55 Ip 1.00 ASCE 7-10 Sec 13.1.3,pg 87 • a,= 2.5 ASCE 7-10 Table 13.6-1,pg 93 R,= 6.0 ASCE 7-10 Table 13.6-1,pg 93 Fe 0.361 •Wp ASCE 7-10 Eq.13.3-1,pg 88 OR 1.154 •Wp ASCE 7-10 Eq.13.3-2,pg 89 Not less than 0.216 •Wp ASCE 7-10 Eq.13.3-3,pg 89 Fig 0.361 •Wp 0.2SmWp= 0.144 'Wp (ASCE7-10 Sec.13.3,pg 88) Equipment Overturning(Seismic)* Short Direction 0.7•(0.2•SDS•Wp) Center of 0.7•Mot(ft- 0.6•Mr LOCATION 0.7•Fp(Ib) (lb) mass(ft) Width,W.(ft) Ib) (ft-Ib) Unit#1-to-Curb 152 61 1.39 3.90 211 706 Curb-to-Roof 181 73 2.24 3.10 406 668 Short Direction Holdown force per connector from OT Holdown force per connector Total holdown force per Total shear force per (Ib) from vertical seismic load(lb) connector(lb) connector(Ib) I Unit#1-to-Curb -63 10 No Uplift 76 Curb-to-Roof -42 12 No Uplift 45 Long Direction LOCATION Width,W1(ft) 0.7•Mot (ft-lb) 0.6•Mr (ft-lb) Unit#1-to-Curb 620 400 1123 Curb-to-Roof 5.61 609 1211 Holdown force per connector from OT Holdown force per connector Total holdown force per Total shear force per Long Direction (Ib) from vertical seismic load(lb) connector(lb) connector(Ib) I Unit#1-to-Curb -117 10 No Uplift 38 Curb-to-Roof -54 7 No Uplift 30 9570 SW Barbur Blvd Project Name Scholls Business Center Two Roof Top LJ.nn ojec?lacements 151133 S Suite One Hundred •_ ' Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire CONSULTING 1 (503)246-1250 ENGINEERS Fax: 246-1395 By ALB Ck'd lA, Date 9/16/15 Page g of C3 WIND:DESIGN USING ALLOWABLE STRESS LOAD COMBINATIONS - Wind Loads on Other Strictures and Building Appurtenances-MWFRS Basic Wind Speed= 120 MPH(3 second Gust)based on Risk Category TOP OF UNIT HEIGHT= 1995 ft =15+33.38112+14/12 Exposure Category= B ASCE 7-10,Sec 16.7 pg 195 z= 16.97 R K.= 0.60 ASCE 7-10,Table 29.3-1,pg 251 . K.= 0.9 ASCE 7-10 Table 26.6-1 pg 194 K1= 0 ASCE 7-10 Fgure 26.8-1 pg 196 K2' I ASCE 7-10 Figure 268-1 pg 196 Ks= 1 ASCE 7-10 Fgure 26.8-1 pg 196 K.,= 1 ASCE 7-10 Figure 26.8-1 pg 197 GCr= 1.90 (horizontal loading,Section 29.51) GCr= 1.50 (vertical loafing,Section 29.61) 4=0.0o256K.K.,K.V2 19.75 paf,ASCE 7-10,Eq.29.3-1 pg 249 Fh=q.'GC, 37.53 psf,(per area)ASCE 7-10 Eq.29.5-1 pg 250 F.=q.'GC, 29.63 paf,(per area)ASCE 7-10 Eq.29.5-1 pg 250 Equi ment Overturning(Wind)' Short Direction LOCATION Lever Arm(ft) 0.6•Lateral Force 0.6•upldt W W.(ft) 0.6•Mot (fl- M,(ft-lb) 0.6•Mr (Ib) Force(lb) Ib) (ft-Ib) Unit#1-to-Curb 1.39 388 429 3.90 540 1177 706 Curb-to-Roof 2.01 536 429 3.10 1079 1114 668 Short Direction Holdown Force per dip or fastener Holdown force from Wind Uplift Total Holdown Force per Total shear force per from OT(lb) (Ib) connector(Ib) connector(Ib) I Unit#1-to-Curb -21 72 50 194 Curb-to-Roof 44 43 87 134 Long Direction LOCATION Lever Arm(fl) 0.6•Laleral Force 0.8•uplifl Width,WL(fl) 06•Mot (fl- (,,,(ft-lb) 06•Mr (Ib) Force(Ib) Ib) • (fl-Ib) Unit#1-to-Curb 1.39 244 429 6.20 339 1872 1123 Curb-to-Roof 2.06 346 429 5.61 714 2018 1211 Long Direction Holdown Force per dip or fastener Holdown force from Wind Uplift Total Holdown Force per Total shear force per from OT(Ib) (b) connector(Ib) connector(Ib) I Unit#1-to-Curb -63 72 8 61 Curb-to-Roof -30 43 13 58 CONTROLLING DESIGN FORCES PER CONNECTOR Shear(Ile) Tension(Ib) - I Unit#1-to-Curb 194 Wind Wind 50 Wind Curb-to-Roof 134 nd 87 Wind 9570 SW Barbur Blvd Scholls Business Center Two Roof Top Unit.ReDIIcements 151133 all Project Name rojec Suite One Hundred - j Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By ALB Ck'd Date 9/16/15 Page c7 of (3 • Fastener Check:(for unit to curb and curb to wood framing) T T I I IP M '�+�. M Cp,iIIII. M C D III M T C M X i i i ht,,, ,,,,,,a• Z 2 Bending in clip due to uplift Clip Offset,Z= 4.8 inches Mreq= 120 in-lb(assuming fixity at ea.end) Clip Length= 8 - inches Clip Thickness= 0.0566 inches Plastic Section Modulus 0.00641 ins Clip Yield Strength= 50 ksi Mallow= 192 in-lb OK Screws ea.Leg of clip n= 3 screws/keg Clip Leg Length,X= 1.5 inches Tpry= 53 lbs/screw Shear load per screw= 87 lbs/screw Tallow= 158 lbs/screw Vallow= 411 lbs/screw Use 16 ga.clips • Interaction 0.50 OK Use(3)#12 see tapping screws ea.leg of bent clip Curb-to-Roof."Simpson SDS screws each side of unit to framing at 24"o.c Vag= 672 lb/screw=420'1.6 Tag= 275.2 lb/in per screw=1729.6 Penetration= 2 in Vreq.= 134 lb Use Simpsons SDS25312 screws from Curb Treq.= 87 lb to Roof at 24 inches o.c.on ea.side of Curb. Resultant= 160 lb=SORT(87"2+134"2) la= 631 lb=275'2'872/((275.2)'(COS(RADIANS(33)))"2.672'(SIN(RADIANS(33)))"2) 631>160 OK II 9570 SW Barbur Blvd Project Name Scholls Business Center Two Roof Top it.Replacements 151133 S Suite One Hundred • Ma Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By ALB Ck'd ,---1 Date 9/16/15 Page I(� of 13 Mechanical Unit Lateral Loading CLIP LOCATION (UNIT TO CURB),TYP. LONG SIDE II .W Z -- - SHORT O a, �.� OQ ¢r I,_ K . DIREC LONG ONC SHORT DIRECTION SHORT DIRECTION SIDE ��. ..f -I SIDE -- FASTENER LOCATION I. "Wcs (CURS TO STRUCTURE),TIP- Unit#2 Dimensions: Curb Dimensions: Unit#2 Height,H= 41.3 in Curb Short Dim.,Wcs= 50.0 in Unit#2 Short Dim.,Ws= 59.5 in Curb Long Dim.,Wd= 42.3 in Unit#2 Long Dim.,WL= 88.1 in Curb Height,C= _ _14.0 In Unit C.G-,CG= 20.6 m MISC.INFORMATION: Load Combination: Basic Load Combination Is Unit#2 outdoors?Yes Unit#2 WT= 925 lb Unit#2 attaches to Roof Curb WT= 143 lb Roof Height= 15 ft Long Side Short Side Number of clips per side= 2 I 1 h,(ft)= 15 ft.Component attachment elevation w/ Fastener spacing to structure per side=I 24 inches o.c. respect to grade Number of fasteners to structure per side= 2 I 2 SEISMIC:DESIGN USING ALLOWABLE STRESS LOAD COMBINATIONS Elements of Structures,Nonstructural Components,and Equipment Supported by Structures Site Class D ASCE 7-10,Sec.20.3,Table 20.3-1,pg.152 Life Safety Equipment? No Seismic Design Category D ASCE 7-10,Sec.71.6,pg 56 Risk Category II IBC 2012 Sec 1604.5,pg 336 S,= 97.40% ASCE 7-10,Figure 22-1 page 158 Fa= 1.11 ASCE 7-10 Table 11.4-1 pg 55(Linear interpolation is used) S,,s= 1 08 ASCE 7-10 eqn.11.4-1 pg 55 Sru= 0.72 ASCE 7-10 eqn.11.4-3 pg 55 Ip 1.00 ASCE 7-10 Sec 13.1.3,pg 87 - a,, 2.5 ASCE 7-10 Table 13.6-1,pg 93 Re= 6.0 ASCE 7-10 Table 13-6-1,pg 93 Fr= 0.361 •Wp ASCE 7-10 Eq.13.3-1,pg 68 OR 1.154 •Wp ASCE 7-10 Eq.13.3-2,pg 89 Not less than 0.216 •Wp ASCE 7-10 Eq.13.3-3,pg 89 FP 0.361 •Wp 0.2SomWp= 0.144 •Wp (ASCE7-10 Sec.13.3,pg 88) Equipment Overturning(Seismic)* Short Direction LOCATION O.TFp(Ib) 0.7•(0.2'SDS•Wp) Center of Width,W.(ft) 0.7•Mot(ft- 0.6•Mr (Ib) mass(ft) _ Ib) (ft-Ib) Unit#2-to-Curb 233 93 1.72 4.96 400 1376 Curb-to-Roof 270 108 2.58 4.17 696 1335 Holdown force per connector from OT Holdown force per connector Total holdown force per Total shear force per Short Direction (Ib) from vertical seismic load(Ib) connector(Ib) connector Pb) Unit#2-to-Curb -98 16 No Uplift 117 Curb-to-Roof -77 18 No Uplift 68 Long Direction LOCATION Width,VA,(9) 0.7•Mot (ft-Ib) 0.6•Mr (ft-lb) • Unit#2-to-Curb 7.34 743 2038 Curb-to-Roof 3.52 886 1128 Long Direction Holdown force per connector from OT Holdown force per connector Total holdown force per Total shear force per (Ib) from vertical seismic load(lb) connector(Ib) connector(Ib) I Unit#2-to-Curb -176 16 No Uplift 58 _ Curb-to-Roof -34 13 No Uplift 68 9570 SW Barbur Blvd Project Name Scholls Business Center Two Roof Top l JnojRe?l cements 151133 at Suite One Hundred - Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By ALB Ck'd --, Date 9/16/15 Page (! of (� WIND:DESIGN USING ALLOWABLE STRESS LOAD COMBINATIONS W Wind Loads on Other Structures and Building Appurtenances-MWFRS Basic Wind Speed= 120 MPH(3 second Gust)based on Risk Category TOP OF UNIT HEIGHT= 19.60 ft =15+41.25/12+14/12 Exposure Category= B ASCE 7-10,Sec.26.7 pg 195 z= 17.30 ft Ks= 0.60 ASCE 7-10,Table 29.3-1,pg 251 K,,= 0.9 ASCE 7-10 Table 26.6-1 pg 194 K,= 0 ASCE 7-10 Figure 26.8-1 pg 196 Kt= 1 ASCE 7-10 Figure 26.8-1 pg 196 K.= 1 ASCE 7-10 Figure 26.8-1 pg 196 Ktl= 1 ASCE 7-10 Figure 26.8-1 pg 197 GCr= 1.90 (horizontal loading,Section 29.5.1) GCr- 1.50 (vertical loafing,Section 29.51) q,=0.00256K,KeK,Na 19.86 psf,ASCE 7-10,Eq.29.3-1 pg 249 Fn=q,•GC, 37.74 psf,(per area)ASCE 7-10 Eq.29.5-1 pg 250 Fv=q,•GC, 29.79 psf,(per area)ASCE 7-10 Eq.29.5-1 pg 250 Equipment Overturning(Wind)• Short Direction LOCATION Lever Ann(ft) 0.6'Lat Force Oo6r�uplb Width,W.(ft) 0.6'lb)Mot (ft- M,(ft-lb) 0.6•Mr Unit*2-to-Curb 1.72 572 651 4.96 983 2293 1376 Curb-to-Roof 2.56 665 651 4.17 1705 2225 1335 Short Direction Holdown Force per clip Wind ip or fastener Holdown force from Uplift Total Holdown Force per Total shear force per from OT(lb) (Ib) connector(Ib) connector(Ib) I Unit 82-lo-Curb -40 109 69 286 Curb-to-Roof 44 81 126 166 Long Direction LOCATION Lever Arm(ft) 0.6•Laterel Force 0.6'uplitt Width,W1(ft) 0.6•Mot (ft- M,(ft-Ib) 0.8•Mr (Ib) Force(Ib) Ib) • (ft-Ib) Unit 02-to-Curb 1.72 386 651 7.34 663 3396 2038 Curb-to-Roof 2.37 517 651 3.52 1228 1880 1128 Long Direction Holdown Forte per clip or fastener Holdown force from Wind Uplift Total Holdown Force per Total shear force per from OT(Ib) (Ib) connector(Ib) connector(Ib) I Unit it2-to-Curb -94 109 15 97 Curb-to-Roof -94 81 96 129 CONTROLLING DESIGN FORCES PER CONNECTOR; Shear(Ib) Tension(Ib) I Unit 82-to-Curb 286 Wind Wi 69 Wind Curb-to-Roof 166 Wind 126 Wind 04 9570 SW Barbur Blvd Project Name Scholls Business Center Two Roof Top Pnit Repleements 151133 Suite One Hundred - _ Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire , CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By ALB Ck'd Date 9116/15 Page (2 of 13 • • Fastener Check:(for unit to curb and curb to wood framing( T T 1 f CEA /AAA M iIII� d M C M ,r w C T Z Z Bending in clip due to uplift Clip Offset,Z= 4.8 inches Mreq= 166 in-lb(assuming fixity at ea.end) Clip Length= 8 inches Clip Thickness= 0.0566 inches Plastic Section Modulus 0.00641 ins Clip Yield Strength= 50 ksi Mallow= 192 in-lb OK Screws ea.Leg of clip n= _ ____3 screws/leg Clip Leg Length,X= -1.5 inches Tpry= -- 74 Ibslscrew Shear load per screw= 96 Ibslscrew Tallow= 156 Ibslscrew Vallow= 411 Ibslscrew Use 16 ga.clips Interaction 0.71 OK Use(3)#12 self tapping screws ea.leg of bent clip Curb-to-Roof:"Simpson SOS screws each side of unit to framing at 24"o.c Vall= 672 lb/screw=420.1.6 Tall= 275.2 lb/in per screw=172'1.6 Penetration= 2 in Vreq.= 166 lb Use Simpsons SDS25312 screws from Curb Treq.= 126 lb to Roof at 24 inches o.c.on ea.side of Curb. • Resultant= 208 lb=SQRT(126 12+166 12) Z'a= 622 lb=275.2'6721((275'2)'(COS(RADIANS(37.2)))c2.672'(SIN(RADIANS(37.2)))"2) 622>208 OK • 9570 SW Barbur Blvd , Project Name pit Scholls Business Center Two Roof Top ReFlgcements 151133 Suite One Hundred Portland, OR 97219-5412 Location 10130 SW Nimbus Avenue, Building D, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 /�� 7 ENGINEERS Fax: 246-1395 By ALB Ck'd ► L--1 Date 9/16/15 Page {3 of • Table Of Contents PrNoct: -UnUUod1 08/20/2015 Prepared By:Airefco, Inc. 10L30AM 7.5T _ 2 Unit Report 3 Certified Drawing 4 Performance Summary __'_____ 4T _1Y Unit Report - --'_-----.--_—_------_-__'--____-_ '--_--_' ___-_12 Certified Drawing _13 Performance Summary 17 SEP � � �M1� ��' � " ��'� CITY m�� v°uuu axGAumuv BUILDING DIVISION Packaged Rooftop Builder 1.39s Page 1 of 19 7.5T Project: --Untitled1 08/28/2015 Prepared By:Airefco, Inc. 10:30AM 7.5T Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged Rooftop Builder 1.39s Page 2 of 19 Unit Report For 7.5T Project: -Untitled1 08/28/2015 Prepared By:Airefco, Inc. 10:30AM • Unit Parameters Dimensions(ft. in.)&Weight(1b.)**" Unit Model. 48TCDD08A2A5-0A0A0 Unit Length 7'4.125" Unit Size* 08(7.5 Tons) Unit Width 4' 11.5" Volts-Phase-Hertz. 208-3-60 Unit Height 3'5.25" Heating Type. Gas — Total Operating Weight 1068 lb Duct Cfg. Vertical Supply/Vertical Return Low Heat "' Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils not include unit packaging. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Gas Line Size. __ 1/2 Condensate Drain Line Size. 3/4 Return Air Filter Type:......... Throwaway Return Air Filter Quantity' 4 Return Air Filter Size. 16 x 20 x 2 Unit Configuration Medium Static Option (Belt Drive) Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48TCDD08A2A5-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option (Belt D rive) _ None None Accessories CRECOMZR021A03 Vertical EconoMi$er IV with solid-state controller 1 CRRFCURB003A01 14-inch Tall Roof Curb 1 Packaged Rooftop Builder 1.39s Page 3 of 19 Certified Drawing for 7.5T Project: -Untitledl 08/28/2015 Prepared By: Airefco, Inc. 10:30AM NOTES: OUTDOOR UNITED 1.0-qC I6N IN If 60EUKNT LI 11 IIOKATI O<GR1I[1 5 TROTT155 6!Y(11(ON OF 1611E 16411551 OA DOENKNI I. DIMENSIONS ARE IN INCHES, DIMENSIONS UNIT COIL TYPE N H TECNMOL061ES rt6ACN1.Mr 66 tl KLIYFKR NON IK[Xnw EoN61Tra INi M 6K1 pr ca11116r[PASS P[NOAMKE It Ca11613 PILL NOT K I11CLOUI XI IE16 PI1NOer CRItIn 111 1 I ARE IN MILLIMETERS. 41 1/4 33 15 7/e CARRIER uia CORI'OIAII019 NITI[M COW9[Ili. KC[IiAKE OF taT1AC1. 451C-N08 RTPF 11048] [6581 (4031 2. CENTER OF GRAVITY 48TC-409 RTPF 49 3/8 37 1/4 27 7/8 CONNECTION SIZES [12531 [9461 [708] 3. DIRECTION OF AIR FLOW A 1 318' [151 DIA FIELD POWER SUPPLY HOLE /9 3/e ( 1/1,I(54013? B 2 1/2' (641 DIA POWER SUPPLY BNOCXOUT 18TC-Al2 RTPF P' /0-3/8 [12571 !9161 [103] I [10261 48TC-008 RTP! [10181 41 1/4 [6587 33 1[15 1/8 031 C 1 3/4' [5I1 DIA GAUGE ACCESS PLUG 46TC-009 RTPF 49 3/8 3T 1/4 15 4013/10 i 0 1/6' [22)DIA FIELD CONTROL WIRING HOLE [125)1 fA16) U031 • 3/1'-I4 NPT CONDENSATE DRAIN 48TC-012 RTPF 49 3/8 IT 1/4 15 7/8 ECONOMIZER HOOD 20-311 E 11253] (9461 14031 • (OPTIONAL) • 15271 F S/2'-11 NPT GAS CONNECTION 48TC-008 NCNB /1 Ill 33 27 3/4'•11 NPT GAS CONNECTION [10181 (6581 1581.21 G 2' [51]DIA POWER SUPPLY KNOCK-OUT 48TC-012 MC"' (1257) 191611 [24./1 % •• ' • W RIPE -ROUND TUBE, PLATE FIN(COPPER/ALUM) :!'� - THRU-THE-BASE CHART (FIELD INST) MCHS - 'OVATION(ALUM/ALUM) • �- \ ) THESE HOLES REWIRED FOR USE WITH ACCY FITS:� 36-318 12-5/8 CBBTNPWRSG2A01:GAS TNRU CURB • 11 1.'. 11251 (3011 CRBTMPWROOIA01: GAS EMU BASEPAN RETURN AIR I RETURN AIR THREADED WIRE REO'0 HOLE • . R CONDUIT SIIE USE SIZES(MAX.1 I ■ 1/2' ACC. 7/8' [22.21 FILTER ACCESS PANEL X I/2' 240 7/6. 122.21 (TOOL-LESS) y _- E ALT. • • CONDENSATE T 1 I/4' 1002,004) POWER 13/4'144.41 CONDENSER /7' \ DRAIN OPENING 28-3/4 COIL II �� Y IN BASEPAN (7311 31-5/8 10.3/8 y W SUPPLY [1551 110211 I Y 100 41 3/4'FPT GAS 1 J//'111.11 n SEE TNRU AIR 1002)PROVIDES 3/4'FPT TNRU CURB INDOOR COIL 1 1rM X THE BASE SUPPLY FLANGE t FITTING. HOLE SIZE: 2' [50.8] ACCESS PANEL BACK 161 ,�� //Al Z CHART AIR [1691/4121 1/ THRU-THE-BASE CHART (FIOP) il [355] (2791 _ f (e R4 - T 1 + ^,K_- -- - - -- I FIT ITHRU-THEONLYE1. Y.FACTORY OPTION, ;� �49 { FOR'THS FOR ONLY X, Y, d I ARE PROVIDED. A. L 6 1/4 SUPPLIED BELOW LISTED MODELS, A FIELD SETPEEND ASE'ADAPTER IS REQUIRED �-[7-SIB [1001 ALOW 3-1/4 [1591 " BETWEEN BASE PAN FITTING AND GAS VALVE: 14 -- 1831 /BALD,1108 TOP [3561 25-1/2-- N (6171 -111 4-5/8 (32] 11-7/8 (1181 [3021 ELECTRICAL s -. • i`-I IIiER DISCONNECT CONTROL BOX •A. III LOCATION ACCESS PANEL E STD. CONDENSER B, ' COIL G - 11�-7��r CONDENSATE 7 OPTIONAL) ACCESS BLOWER DRAIN • yOPTIONAL FACTORY FACTORY , INSTALLED ii- 27-718 OUTSIDE INSTALLED D DISCONNECT 27-3/1 li .1 1091 CONVENIENCE I1 P ADDLE 13-1/8 (7081 AIR OUTLET C � /III [JU1 - SUPPLY AIR 26 a HANDLE-�� / I I I [659] 11 6-5/8 > ` .. ti �• 6-118 -•. I___I } B --- =.:8 [1681 X1I00 ' ' oo 16531 = _ - 1951 59-lft Fes- 6-5/8 3-711 • [15101 16118 37 8-3/8 2111 [1671 J1-7/B 11771 11558 11131 TIP [9401 [9621 LEFT CURB 42.3/8 ,. WIDTH 82-I/8 [1075) BAROMETRIC [22381 SUPPLY RETURN RELIEF AIR AIR FLOW FRONT RIGHT 51111 6411 5132nC0K1 48TC 08-12 SINGLE ZONE ELECTRICAL 6EY 1 OF2 03-08-10 11-24-08 COOLING WITH GAS HEAT 48TM500985 F Packaged Rooftop Builder 1.39s Page 4 of 19 Certified Drawing for 7.5T Project: -Untitled/ 08/28/2015 Prepared By:Airefco, Inc. 10:30AM io UNITED I.O.WI 4081 MIS MICE IS TIE 1IUEITT 6 MII(I C0IOIATIN SIINIS5101 or IIFIE W/IY.S W NNCNN[ITS TECHNOLOGIES STIA0NSE.n AN IS ULINEUOR 1001110(101051 CMOITIOI 1141 180 109 NOT COf 11180E PUT I(IFUIWICI M OUTDOOR SID. UNIT CORNER CORNER CORNER CORNER C G CARRIER 13x21 CpgAT(01 3 AT1RI CONSENT 01 OEI nlWn CWitl A 001191 010 D TIACT UNIT COIL TYPE WEIGHT uN WEIGHT IAI WEIGHT IR/ WEIGHT(Cl WEIGHT(DI LBS. KG. LBS. KG. LBS. KG. LES. KG. LBS. KG. I 1 2 4810-808 RIPE 780 354 178 61 110 72 201 _95 236 101 41 1/2 11054] 33 7/6 18601 20 1/2 25211 •44 STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. 482C-A09 RTPF . 920 410 212 96 183 83 243 110 282 126 40 1/0 11036] 34 18641 21 1/8(5171 FOR OTHER OPTIONS AND A[LESSOR(FS,REFER TO THE PRODUCT DATA GATAl06. 482C-Al2 NTPF 930 422 216 16 196 61 247 112 272 123.5 42 110611 33 1/8 18411 24 1/4(6167 • 482C-606 1100 635 371 164 74.5 170 77.2 255 115.E 246 111.7 44 7/8 111401 35 5/6 ItOSI 11 3/6 21121 462C-009 RIPE 930 422 226 103.5 161 05 232 105.3 203 128.5 39 3/4 210107 32 710 16351 18 5/0 1173] 46TC-012 RTPF 140 427 231 104.1 161 85.8 234 104.2 206 129.0 39 3/4 110101 33 16361 18 I/2 14701 48TC-608 HCHK 805 365.5 160 72.6 153 69.5 240 109 260 116 43 11092] 36 3/6 11241 20 3/8 1517.11 48TC-012 NCHI 695 406.3 185_ 84 176 71.1 290 118_ 214,124.4 42 718 110891 35 1/2 11021 22 7/8 15811 RTPF •WOUND TUBE. PLATE FIN (COPPER/ALUNI CORNER A CORNER B NCN2 -NOVATION(ALUNIALUN) .IAD)))',i.. ,\ ,fir v),, CORNER D U CORNER C TOP • W • $. • 7 • noo H . ,1. : ® : oo FRONT O0(T 081E 61000(801 48TC 08-12 SINGLE ZONE ELECTRICAL 10( 2 OF 03-08-10 11-24-08 COOLING WITH GAS HEAT 48TM500985 F Packaged Rooftop Builder 1.39s Page 5 of 19 i Certified Drawing for 7.5T Project: -Untitled1 08/28/2015 Prepared By: Airefco, Inc. 1O:3OAM • Service Clearance 14141 ' X. 1 ..'",... .„,..,,„ 1,4400* 011147 LOCATION DIMENSION CONDITION 48-In(1219 mm) •Unit disconnect Is mounted on panel 36-In(914 mm) •if dimension-B Is 12-In(305 mm) A 18-In(457mm) •No disconnect,convenience outlet option •Recommended service clearance(use electric screwdriver) 12-In(305 mm) •Minimum clearance(use manual ratchet screwdriver) 36-In(914 mm) •Unit has economizer B 12-in(305 mm) •If dimension-A is 36-in(914 mm) Special •Check for sources of flue products within 10-ft of unit fresh air intake hood C 36-in(914 mm) •Side condensate drain is used 18-in(457 mm) •Minimum clearance 48-In(1219 mm) •No flue discharge accessory installed,surface Is combustible material 42-In(1067 mm) •Surface behind servicer is grounded(e.g.,metal,masonry wall,another unit) - D 36-In(914 mm) •Surface behind servicer is electrically non-conductive(e.g.,wood,fiberglass) Special •Check for adjacent units or building fresh air intakes within 10-ft of this unit's flue outlet NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. ■ chassis 3.41 Packaged Rooftop Builder 1.39s Page 6 of 19 Certified Drawing for 7.5T Project: -Untitledl 08/28/2015 Prepared By: Airefco, Inc. 10:30AM RCCFCURB PCCE.�DRfA1 A 1�� . G4SCCAFECIENIYFE DASRTTIFX3 POAHZ•A P 3 CCNTROLWPoAG l�ESSC TJ�BBdf ^• 14" 30 B T15M�H4�ST2�641( Y1.RETFW,FF046144.413WJ1DESITV. RITZ FTnBG Clot BM IRIXTQ.R318CaKE.511� C6131M1FNRCC2101 1 WTh ECIiB 24" 6AT ACICUCT∎CRKTOC1R11(RAN2 SCFCUCIRESTCNCIRB) — 3411 PT ,1I4 21,7)Pr 12112.7]/PT 121117fFT E101 7 LEAK F11JN. tE*CHME UiHIAPNRmM01 71fL1IFgOITOA QCWECICRPMJ(P 01 TI-R. -EW�GgSiYFE PPCXP01R'Rl} 134 I 63VT [13669] 1W 6364" --11.42 143/4" [79 s1 • rmo.W 1 [3.7471 `WI E I I. �� CA 9-166 67262.41VVDE I r % I I 1314• E44.41 _ q _ q 110 ffCTICNTFRl1SCE 1 pi 31 3zaTC —_ is 11-R1/THEMES DRLIIlE wail 6134" j MI PM f ) 3 40398' `` f1� ,6 �e f �� erg' `� ,31C CPB�A —� COFAFRDETPL �`'`� ` 11 13N L134' ^311732' 151532 ,f \% ("� Nei 1 1 fs ANCL A �— Itegii MCI TARCALRELES (FHC6lPPLED) _I. 7119' 4'2 / SEEVIEW"B" T (FEL �) CERTIFlEDDRAW NG w -. v4 ) OW owl �N ME�EY� O f- _ �� ROCFK3MTER4L aA �oa,cnon, -it //` 1MMGLE OMQffi?SWE11AVp1B \\\\\\\\\ ' � 1 MO off• 4 1 ±- ±- ±- t_ Yrr,a,,,,,EYa11�Mm�,., m.�MMM I., M11/OWA1Cf14A®4 TILE pryer 'UPROAR 4 IERIIIVR Al - 1078120 CURBASY,�.,.,� j \\\ 6'8114'NU S671,8.42Vi4SP113'IS, � MREQUM.u1B - -- - "1 12 REV C 1BG4U lSS16G4;1513'18VYS751511@;NWL 4/22113 WC - - 106. NeiO; MC 12h86p - - D fir' SURF/CUM IMIICH MB.OM/YUMMY) 18(ICVUIa MALE tSll✓9/IW REV REV®MRTM ME IV OI(D M'0 X1114 - PIRCH NA Packaged Rooftop Builder 1.39s Page 7 of 19 • Performance Summary For 7.5T Pn4ent -UndUed1 00/28/2015 Prepared By:Airefco, Inc. 10:80AM PartNumnber:48TCDD08A2A5-0A0A0 ARI EER. Application EER(Rooftop Unit un|y).___-_----_---_-_--_----- ____. _-__.-1Vj5 |EER.-' 11.7 Base Unit Dimensions UnitLength• -- - 88.1 in UnitVWdth. 59.5 in Unit Height:- - - - --'----'--_- __- 41.3 in OpurebngVeig-t Base Unit Weight*--_----_-_---'_----''-'-' -' ---_'----_---- 835 lb Medium Static Option (Belt Drive):. 15 lb Accessories Vertical EconoMi$er IV with solid-state controller:............__.__ --'_-_'__'__' __ 75 lb 14-inch Tall Roof Curb. -___-'-'-_--'-------•-_.------_-_-_.-- - -_- 143 lb Total Operating Weight. 1068 lb Unit UnitVoKega-Ph 208'3'60 Air Discharge. '-_-----'----------'-_----_--_---__- Vertical Fan Drive Type: Belt Actual Airflow:. -_-__'-_- --__--___--_-_ 3000 CFM � GiA|dtude. _______' -__--_-__-_--_'-__-_-____ 0 ft • Cooling Performance Condenser Entering Air DB _----'--'--'----_--'--'----- _-' 95.0 F Evaporator Entering Air DB.--'-_-_-_______--__------_.-_-_---_-'--_------- 80.0 F Evaporator Entering Air Vvo. 67.0 F Entering Air Enthalpy. BTU/lb Evaporator Leaving Air DB. 68.7 F Evaporator Leaving Air WB• --'_'---_---''-_-__----___-__-__ 57.6 F Evaporator Leaving Air Enthalpy _'-_-'_-__'-'--_'-_--__--_.___--_- 24.76 BTU/lb Unit Discharge Air DB-_--'-'-_---''---_-----'' --'-'_�----_-'_'----- 60.2 F Unit Discharge Air VVB• -_' -----'--_-----------------_______-----5O.1 F Unit Discharge Air Enthalpy 25.12 BTU/lb Gross Cooling Capacity. -_-_--__ ----_ _ -_--- 90.10 MBH Net Cooling Capacity. -_--'---.'--.--_-- _--'_---_--- ----_'-----'---_'85.30 MBH Gross Sensible Capacity.-__'--_--- -----'--'-----'-_--_----_-_--'--'_-------'---6G.9V MBH Net Sensible Capacity. -______-_-----_----' --'-_.'--'--____------ 64.10 MBH Compressor Power Input- -_---'-_---_-----'-_�_-'_-__-_------_-__----------_'G.4U kW Coil Bypass Factor 0.092 Heating Performance Heating Airflow -'--------'-_-_-_-_'_'---_---'----_----- __-__' _ 3000 CFM Entering Air Temp. --___'---_'_--_-_--- -_-''--'_--___-----'_'__-'---_-__-70.V F Leaving Air Temp- 101.8 F Gas Heating Input Capacity. __--_' -- 125.0 MBH Gas Heating Output Capacity' 103.0 MBH Temperature Rise. 31.8 F Supply Fan External Static Pressure. '-' --'_-'---. _---'__'--_ --____'_---_--_-''0.5U in wg Options/Accessories Static Pressure Economizer___--_-_-_-_ ---_' --'____ ---_D.11 inwg Total Application Static(ESP+Unit OpAcc):..... .... .... 0.61 in wg Fan RPM. -- ---'_---._-------'-'------__'-_-'----'763 Fan Power. 1.65 BHP NOTE. ---__ Selected IFM RPM Range: 733'e49 Packaged Rooftop Builder 1.39s Page 8 of 19 Performance Summary For 7.5T Project: --Untitled1 08/28/2015 Prepared By:Airefco, Inc. 10:30AM Electrical Data ' Voltage Range 187-253 Compressor#1 RLA ___..._.__ _._._._.._.___. _ ..._..____._.__..__ ___._. _.__.. __ ___---_._..__ __ 13.6 Compressor#1 LRA• --.---.__._._..----.__...___.•_.__._.._____ _ _ ___._._____.___.____.__...._._._ 83 Compressor#2 RLA: 13.6 Compressor#2 LRA __._.---_------------_ .____ 83 Indoor Fan Motor Type- MED Indoor Fan Motor FLA. 8.4 Combustion Fan Motor FLA(ea)• ___. ._ _ __ _ ___ _ __ _ _ __ ._____ _ 0.48 Power Supply MCA' _42 Power Supply MOCP(Fuse or HACR):.. 50 Disconnect Size FLA _____ __._____...__._...__ _.._�_____._ _ __ 44 Disconnect Size LRA _._...__�____.__.___ ____ __�__ _� 246 Electrical Convenience Outlet:...._...._....._.__...___..._ .. _ __ _.__ ___ ___. ._. None Outdoor Fan[Qty/FLA(ea)]' ____W ___________.______._ 2/1.5 Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels,db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 98.2 95.2 85.8 125 Hz 91.4 86.1 84.3 250 Hz 78.0 73.0 80.5 500 Hz 70.8 66.3 78.7 1000 Hz 67.2 63.4 76.4 2000 Hz 65.7 58.5 72.7 • 4000 Hz 67.1 57.8 68.3 8000 Hz 69.4 57.5 65.1 A-Weighted 79.4 74.3 82.0 Advanced Acoustics lok - i oi ■ 4 0 ■ I k0 0 Advanced Accoustics Parameters 1. Unit height above ground. 30.0 ft 2. Horizontal distance from unit to receiver..._._....._ 50.0 ft 3. Receiver height above ground' 5.7 ft 4. Height of obstruction' 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction' 0.0 ft Detailed Acoustics Information Packaged Rooftop Builder 1.39s Page 9 of 19 Performance Summary For 7.5T Project: --Untitled1 08/28/2015 Prepared By: Airefco, Inc. 10:30AM Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 85.8 84.3 80.5 78.7 76.4 72.7 68.3 65.1 89.6 Lw B 59.6 68.2 71.9 75.5 76.4 73.9 69.3 64.0 81.4 LwA C 53.4 51.9 48.1 46.3 44.0 40.3 35.9 32.7 57.2 Lp D 27.2 35.8 39.5_43.1_44.0 41.5 36.9 31.6 49.0 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. FanCurve Mis MIL°5RRA 18 aniPm MEL. ■1111111111ME 16 , 11 14 12 cA '. , 111 \ p,. • 10 MAE 4CCRRVI MIL --4TIMINE:. :1M-' wird- I 53BHp 74, J . I L Fhl m a4 as 12 16 20 24 28 32 36 40 44 Airfc w(CFM-thousands) RPM=763 BHP=1.65 MaximumRPM=1084 Max imumBHP=4.70 Note:Pleasecontactapplicationengineerumgforselectionsoutsidetheshadedregion. SC-System Curve RP-RatedPoint Packaged Rooftop Builder 1.39s Page 10 of 19 4T Project: —Untitled1 08/28/2015 Prepared By: Airefco, Inc. 10:30AM 4T Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged Rooftop Builder 1.39s Page 11 of 19 Unit Report For 4T Project: —Untitledl 08/28/2015 Prepared By:Airefco, Inc. 10:30AM Unit Parameters Dimensions(ft. in.)&Weight(lb.)"*" Unit Model. 48KCDA05A2A5-0A0A0 Unit Length' 6' 2.375" Unit Size: 05(4 Tons) Unit Width* 3' 10.75" Volts-Phase-Hertz' 208-3-60 Unit Height' 2'9.375" Heating Type. Gas «* Total Operating Weight 719 lb Duct Cfg• Vertical Supply/Vertical Return Low Heat '•• Weights and Dimensions are approximate. Weight does Single Stage Compressor Models not include unit packaging. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Return Air Filter Type. Throwaway Return Air Filter Quantity:.__ ...._._..__.___ 2 Return Air Filter Size:.............. x 25 x 2 Unit Configuration Medium Static Option Belt Drive Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48KCDA05A2A5-OA0A0 Rooftop Unit 1 Base Unit Medium Static Option Belt Drive None Accessories CRECOMZR020A02 Standard Leak Vertical EconoMi$er IV with solid-state controller 1 CRRFCURB001A01 14-inch Tall Roof Curb 1 Packaged Rooftop Builder 1.39s Page 12 of 19 Certified Drawing for 4T Project: -Untitled/ 08/28/2015 Prepared By: Airefco, Inc. 10:30AM NOTES: UNITED P.S.101 NN TAIL 001)01[01 II IRE IIOPEIIT 2 101110$CE101AT1011 TECHNOLOGIES SHAM,N 400 II IELIY[IN 0101 TH[EINLN 100101001 INi M 7UIN145101 Or HILL HARMS OR wawa) 1. DI NENS(ONS ARE IN INCHES DIMENSIONS UNIT J K 11 PHASE) K(3 PHASE) CARRIER ism COMET ELL NDl RI 051100(0 OR 1001 n1N0U1 cam 0010 III COI„( 11PN ,AIOANNGt 01 IN[ I ARE IN MILLIMETERS. CYA'ORAr10rR IMMIX 0000001. 48KC 04 33 318 11 718 14 7/8 2. CENTER OF GRAVITY 09171 [3771 1317] CONNECTION SIZES 48KC OS 33 316 14 7/6 18 5/8 3. DIRECTION OF AIR FLOG [911] 13771 14721 A 1 3/8' [351 DIA FIELD POWER SUPPLY HOLE 48KC 06 41 0511/8 3 01[3771 716 (8 5/6 [4725 0 2' [501 DIA P01(8 SUPPLY KNOCKOUT 11 C 1 3/1' 1511 DIA GAUGE ACCESS PLUG 0 7/R'1221 DIA FIELD CONTROL WIRING HOLE 33-3/a 11461 E 301'-14 OPT CONDENSATE DRAIN F 1/2'-14 OPT GAS CONNECTION -.7 6 2 1/2•[641 DIA POWER SUPPLY KNOCK-OUT 72.1/4 • ECONOMIZER ROOD tf 16101 [OPTIONAL] [IOU FILTER ACCESS PANEL I TARS-THE-BASE CHART (TOOL-001551 COMP. CONDENSER I THESE HOLES REWIRED FOR USE ACCESS 1 COIL _ •. •• _ ._ _ _ CRBTNPWR001A01, 003A01• •PANEL I THREADED WIRE REO'D HOLE 1 ��\ INDOOR COS) -�' - CONDUIT SIZE USE SIZES INAK.1 ACCESS PANEL �� [211] W 1/2' ACC. T/8'122.21 // 19321 10-Ira ♦ K 112' 241 1/6' [22.21 ��1�1 /� 1 RETURN AIR RETURN Y • 3/4' 1001,003) POWER 1 1/8. 128.41 10E_1•�1♦1 ��____ 44 •V4W' ®�////J�� /, r ,• - AIR 2•e 1003)1/2•fPT GAS 1 3/16• [30.01 111171 �� ///�/ I O I FOR'TXAU-THE-6ASEPAX'FACTORY OPTION, ANDIE 2-5/0 �\\\-�•- 666 FITTINGS FOR ONLY LT,S I ARE PROVIDED BACK 161] \• !/ TIP E ALT.- — • SELECT EITHER 314'OR 1/2' CURB • 4'W • CONDENSATE FOR POWER, DEPENDING ON WIRE SIZE WIDTH I ,J X DRAIN OPENING Ii 314 AA J Y 145101 1001[PROVIDES 3/4•FPT THOU CURD IN BASEPAX SUPPLY • 26.1!2 29-!!1 18-1/8 I AIR 26-31 01411 SUPPLY FLANGE l FITTING. 16-116 14-3/4 12-114 .- 111111 1331 1] [311] y SEE :-711 -� - -_ [151] N 1\--FLUE I y Ds)s)e 13071 11361 4 HOOD ,.--19-1/2 [1041 T, TOP [4701 4 sle — 10-1/2 -- [118] [265] 13114 . ELECTRICAL • r[321 [ • —= j DISCONNECT '• • • �rW1 r� LOCATION CONDENSER CONTROL BOX INDOOR eIOWEA COIL —— • II E STD.- if • [)TEA 2n g21 ACCESS PANEL ACCESS COMDE CONDENSATE DRAIN MOO' I == J { • 25.1/6 1 �� ___I OPTIONAL — I �� (6391 h' OUTSIDE FAQORT __ le-3 4 -• •, RETURN i I� 11-1/2 OPTIONAL 11271 AIR INSTALLED - FACTORY 11-318 AIR COYVEXIENCE I [4(11 f. .. ,--N�MDLf , SUPPLY AIA OUTLET —+1 INSTALLED ^ / 12001 ` /�L _ DISCONNECT e( ` _ I 1 Z1-I/4 L --- 11 6-s/a n [s I 8:. -.:8 [1681 1 /•100 .=-: : OOIP R-1/6 3-3/4 HANDLE -8-3/5 6-5/6,-__ L 7 1151 46-3/1 30-1/e, 12131 11601 11111 t 0 111871 [764] 26-376 [1521 11-3/8 [6821 BAROMETRIC [18681 31.1/4 [ RELIEF 7131 FLOW LEFT FRONT AIRPLT$ *RETURN RIGHT AI MIT 011[ 010680(000 48KC 04-06 SINGLE ZONE ELECTRICAL m 10F2 09-16-14 - COOLING WITH GAS HEAT 486C000281 _ Packaged Rooftop Builder 1.39s Page 13 of 19 i • Certified Drawing for 4T Project: -Untitled1 08/28/2015 Prepared By: Airefco, Inc. 10:30AM 0 UNITED P.a.NOE me THIS E05IS6NT 15 THE PROPERTY or CARRIER coVOU110Y SUIYISSIOA Of EYfxE OIAYIX01 OR DO 1WYfi STD. UNIT CORNER CORKER COINER CORNER TECHNOLOGIES 111ACwt,AE 10 ib xEl1YONGO OP I iX[EYIAti5 COYIIT10k rxu rxE 000 1101 CORSTITREE PUT PEUOIINANCE UNIT WEIGHT 161661(AI WEIGHT(61 HEIGHT ICI WEI6NT ID) C.6. HEIGHT CARRIER t1E1t 0 P F10I 1 011R[Y 0015011.q U[x Il IN011i CAIRI05 0000PUME 01 COMIC. LBS. 16. LBS. 16, LBS. KG. LBS. KG. LBS. K6. X r I 481C 04 410 222 120 54 111 50 125 S6 135 61 35 314 79081 24 3/4 16261 18 7/1 14111 466C 05 544 241 130 58 126 51 142 64 146 -66 36 314 (1331 24 3/4 16261 18 7/8 14111 466C 06 517 1 270 141 64 156 70 156 71 142 64 39 118(1931 25 1/2 15611 20 1/8 15111 STANDARD UNIT WEIGHT IS WITH LOW GAS NEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. CORNER A CORNER B • _ .._ - ---- �■ • - 0 • J�� • • CORNER D T CORNER C X TOP II(�dI 2 Y� ttl w.n O b 100 .[==• : 00 FRONT NU MCKIM 486C 04-06 SINGLE ZONE ELECTRICAL 48KC000281 REV z OF 09-16-14 - COOLING WITH GAS HEAT - Packaged Rooftop Builder 1.39s Page 14 of 19 It Certified Drawing for 4T 'Project: -Untitled1 08/28/2015 Prepared By: Airefco, Inc. 10:30AM Service Clearance tia • � D �� •�\ 4 I C01337 • LOCATION DIMENSION CONDITION 48-In(1219 mm) •Unit disconnect Is mounted on panel A 18-In(457 mm) •No disconnect,convenience outlet option •Recommended service clearance 12-In(305 mm) •Minimum clearance 42-in(1067 mm) •Surface behind servicer Is grounded(e.g.,metal,masonry wall) - B 36-in(914 mm) •Surface behind servicer is electrically non-conductive(e.g.,wood,fiberglass) Special •Check for sources of flue products within 10-ft.of unit fresh air Intake hood C 36-in(914 mm) •Side condensate drain is used 18-In(457 mm) •Minimum clearance 46-in(1219 mm) •No flue discharge accessory installed,surface is combustible material 42-In(1067 mm) •Surface behind servicer Is grounded(e.g.,metal,masonry wall,another unit) D 36-In(914 mm) •Surface behind servicer Is electrically non-conductive(e.g.,wood,fiberglass) Special •Check for adjacent units or building fresh air Intakes within 10-ft.of this unit's flue outlet NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. uaue 1,2 Packaged Rooftop Builder 1.39s Page 15 of 19 Certified Drawing for 4T Project: -Untitled1 08/28/2015 Prepared By: Airefco, Inc. 10:30AM ROCFCURB/G(> A j�� GASC N�IIOMII'FE G4SFRTM., [ElnFIARIMICCN,ECTCR 2NSLLATECRAAEi37541,7M(FCLYRl M.4gq,aapnErsrtY. ,�� ,ro1 71 -ECAB 3re-i vi P551 24" SATTMHIX.CTACRKTOClRfl(1P/.0 SOF TRESTCNCURE5 1/411914PT 1211271-FT 11I(127)PT CRRSZUMXI7A01 MI 7. CFAR CRI311/PARCCOACI TFRUR.H7TTOM I/211271,Fr 9 FFCR HRU-11-EC SIYPE ,3r , NIA Z„oar [131 31 �...' 11.97 Pfi9 "r T Anal II I q, , MA &MBR175/0113E t 1MFL . ' i 1 ,ar MA SECTCN EE 14-13110' [32101 70.87' 10 mom 2'IA 1 Ra=RfdUli 110 II �" r n x.84 _ E E • CdR.ERCETAi / EUPLVAR � *jG_1ye I .H.H.H. Hui J raw^�'�I —_ `p®y �� u�r 'A" �I„ alas im 7371r 4 map gym) IV TYprula,soES MIA ._T SEE VIEW"B" I CERTIFlEDDR4IMNG u DA Be REILEUPFUEDnaq � 0 ,—' 1,!,. xYsxIVAlER4. (E.O6.PP.®) ua Carrier r ,xw,a nn— FRaECTEN ICLERIHMEOR , m nn iEnorwnrocwmencox1d'rlwu,oauuwr 47 1 t- f- f= wmour,Hewr.«. wc crxsamawa.a A u®e ane Burnm R131)8491.14T1CN - 1041738 CURBASSY,ROOF ,FHPPIFD) - ENSINEERN3 r•rawcn.eo OVERN LL A5-73awss77 1WGA T-005,1-002 C RF1ER 48TC4 7 A MG,HdaLNA'18G4 .H7MS 0/ 13 N,�c 1067888 tmR _ NAC t&,7/1, - . D B REV REVISORRECCRO DUE ., MD RPM WAND. I PI.RO, nA NNC Packaged Rooftop Builder 1.39s Page 16 of 19 • ^ Performance Summary For 4T Projoct: -UnUUad1 08/28/2015 Prepared By: Airefco, Inc. 10:30AM Part Num ber:48KCDA05A2A5-0A0A0 AR| GEER. -- - 14.00 Application EER (Rooftop Unit only):. 9.60 Base Unit Dimensions Unit Length. 74.4 in Unit Width' -_--_-'-'-_-- _--_---.'- - 46.8 in Unit Height. - --'-___ 33.4 in Operating Weight Base Unit Weight. 544 lb Medium Static Option Belt Drive.-----'-----------'--_-_-----___-_---'_--_--- 10 lb Accessories Standard Leak Vertical EconoMi$er IV with solid-state controller 50 lb 14-inch Tall Roof Curb- --_ ----. 115 lb Total Operating Weight. __- _- ' 719 lb • Unit Unit Voltage-Phase-Hertz:. ___-___-_-'-----'-__'---___''2U8'3'60 Air Discharge' -_-'_---- '-__---_-_-__'_-__-___ __.-\/ertino| Fan Drive Type. Belt Actual Airflow. 1600 CFM Site Altitude. 0 ft ' Cooling Performance Condenser Entering Air DB 95.0 F Evaporator Entering Air DB. .n F _ Evaporator Entering Air VV8. 67.0 F Entering Air Enthalpy --'-'---___--'_-'-_'-_'-_ _-' 31.44 BTU/lb Evaporator Leaving Air DB. 58.3 F Evaporator Leaving Air WB 57.4 F Evaporator Leo�ngAir Enthalpy.-'-- --------------_-_---'-___ .24.67 BTU/lb Unit Discharge Air D8. _- _-'--____-__'-'-_ . 59.6 F Unit Discharge Air VVB. _------_'--__--_--_-'--_-_______- -57.g F Unit Discharge Air Enthalpy.---_--'-_. ___-_-'- _----'----'_- ___-'.24.98 BTU/lb Gross Cooling Capacity. -'_-'_- _-_-_--___-'_-'_---__. ----.'48.73 MBH Net Cooling Capacity -_.-_-_ ------_'--'---_'_---_-__--'-46.47 MBH Gross Sensible Capacity. 37.51 MBH Net Sensible Capacity 35.35 MBH Compressor Power Input_- '_-------'---- '___--_- 4.00 kW Coil Bypass Factor _--_----'------ ---'---_.'__'-- 0.146 Heating Performance Heating Airflow. -_-_-'---16nO CFM Entering Air Temp. 70.0 F Leaving Air Temp--------- ... .. 103.4 F Gas Heating Input Capacity 72.0 MBH Gas Heating Output 0.0/56.0 MBH Temperature Rise:. o.4 F Supply Fan External Static Pressure' 0.50 in wg Options/Accessories Static Pressure EuonoK8i*er|V/EconoMaor2. ------'--_ --_-----_--'0.U7 inwg ' Total Application Static(ESP + Unit .- ....... in wg Fan RPM. - ___-'-'___-1107 Fan Power -_- ---___-- -----__ 0.78 BHP NOTE.---_--__ '------'-'- Selected IFM RPM Range: 920'1303 Electrical Data Packaged Rooftop Builder 1.39s Page 17 of 19 Performance Summary For 4T Project: -Untitled1 08/28/2015 Prepared By:Airefco, Inc. 10:30AM VoltageRange' __-____.________......_..._._....._..._...__.._...__.__..._..._...__.....___..._...._.__ __ --_187-253 Compressor#1 RLA _ _.__....._..._.___....._.._...._.--- ___ ____ _._ ._.----.-•_-•---_..-..__.__. 13.7 Compressor#1 LRA ___._ _ .__.__.__...._.__..._. ._ _...._..._...__._..._..._..____._. __ 83 Outdoor Fan Motor Qty: 1 ...__ _ _____.__.___._____...__.._..._._.__....___..._._____._._ .._. _ __.____..._ Outdoor Fan FLA(ea) 1.5 Indoor Fan Motor Type ______._.__._.._._-_ ---..____-- -_----._.__.__._.------..._...- _____ MED • Indoor Fan Motor FLA _ _ _____.__..._____._...__________.._...___ __.____ _ _.__. 5.2 Combustion Fan Motor FLA(ea):_.______ _._ ._._____._..._ __...____.. ___.__. .__..._ _._ _._.__ 0.48 Power Supply MCA' .24 Power Supply MOCP(Fuse or HACR): _..._._.._.......__._......___.__.__...._.._...__.._._.______._.__..___...__.__..._ 30 Disconnect Size FLA __. _ _w _____..._.__.__...... _. _. _._._. _....._.__.__.__ 23 Disconnect Size LRA _ ..._.____...__._..._ __._._.._._.._._.__.____.__.123 Electrical Convenience Outlet. -_._____ None Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 85.8 86.5 90.9 125 Hz 79.8 76.8 84.6 250 Hz 71.3 63.1 79.5 500 Hz 67.5 61.5 77.9 1000 Hz 64.1 60.9 76.5 2000 Hz 58.4 54.8 71.1 4000 Hz 59.9 50.2 66.9 8000 Hz 54.8 42.6 62.5 A-Weighted 71.1 67.0 81.0 Advanced Acoustics _ F -- - I 41 ` l 0 - ; r 41I r.1 1 0 1 • r r Advanced Accoustics Parameters 1. Unit height above ground- 30.0 ft 2. Horizontal distance from unit to receiver _ 50.0 ft 3. Receiver height above ground:.________.___._._ 5.7 ft 4. Height of obstruction. 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction- 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 90.9 84.6 79.5 77.9 76.5 71.1 66.9 62.5 92.4 Lw Packaged Rooftop Builder 1.39s Page 18 of 19 Performance Summary For 4T Project: —Untitledl 08/28/2015 Prepared By:Airefco, Inc. 10:30AM B 64.7 68.5 70.9 74.7 76.5 72.3 67.9 61.4 80.8 LwA C 58.5 52.2 47.1 45.5 44.1 38.7 34.5 30.1 60.0 Lp D 32.3 36.1 38.5 42.3 44.1 39.9.35.5.29.0.48.4 LpA Legend A Sound Power Levels at Units Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Fan Curve 20 1 in 1 on.. l err i 16- 1 21oor ,n —1100r8M — • 15 • c _ 900FFM ui 10 \ — (0 _707RPM • 5.0013-P : $%, __T'_ 1 1:� �: i- � .D 15 2 0 25 33 35 40 Airflow(CFM-thousands) RPM=1107 BHP=0.78 MaximumRPM=2100 MaximumBHP=2.90 Note:Please eontactapplicationengmeeringforselectionsoutsidethe shadedregion. SC-System Curve RP-RatedPoint Packaged Rooftop Builder 1.39s Page 19 of 19