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Specifications • J RECEIVED JAN 1 1 2016 CITY OF TIGARD SCHOLLS BLDG D HVAC BUILDING DIVISION 10130 SW Nimbus Ave Tigard, OR 97223 STRUCTURAL CALCULATIONS • VLMK Project Number:20150667 CITY OF TIGARD . REVIEWED FOR CO COMPLIANCE Approve* OTCs Permit — 20 6 3 Reitmeier Mechanical Addmtt ' _ ��ii ;,1 Ar 19570 SW 90th Court Sults 01 T.. Tualatin, OR 97062 BJ* ..kie�I:, Date= 1L14=6 OFFICE COPY ..4.00017, fF �- a: r -•359P•, 15 •REGON (N, v9 . 15, '2- >� SON c. SPC' EXPIRES: 6/30/2016 • v Lim Prepared By: Reed Newcomer,Project Engineer VJanuary 5,2016 ENGINEERING + DESIGN c Structural Calculations:Scholls Bldg D HVAC DC-1 Project: Scholls Bldg D HVAC Project Number: 20150667 Project Address: 10130 SW Nimbus Ave Document: Structural Calculations for Tigard, OR 97223 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Details S-1 thru S-3 Structural Calculations C-1 thru C-5 Reference Information R-1 thru R-7 11 • O YTEE The 'Scholls Bldg D HVAC' roj t c.'' st. ( replacement of an HVAC roof top unit (RTU). The unit will sit on a new curb. The scope of this calc ati s evaluat-s t e existing structural (purlin) members for the additional loading, as well as the attachment of the new units to visiiO4tfrigseismic forces. At wiiu$ sesta teff A .* . 1..i a .i .A Gknd2015\20150667\Calculations\0150667 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com Structural Calculations:Scholls Bldg D HVAC DC-2 CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, Pf 25 psf Snow Drift As Required Dead Loads Roof(Panelized) Roofing (existing) 2.8 psf Insulation 0.5 psf Sheathing (1/2" plywood) 1.5 psf Sub-purlins (2X6 @ 24" O.C.) 1.1 psf Joists (4X14 @ 8'-0" O.C.) 1.8 psf Glulam Girders 1.5 psf Mechanical and Electrical 1.0 psf Suspended Ceiling 1.8 psf Total Roof Load 12.0 psf Additional Loads HVAC RTU 607 Lbs Curb 94 Lbs Economizer 49 Lbs Wind Basic Wind Speed (3-second gust) 120 mph Wind Importance Factor, Imo, 1.0 Occupancy Category II Wind Exposure B Seismic Location Latitude 45.44319 Longitude -122.78435 Seismic Importance Factor, Ie 1.0 Risk Category II Mapped Spectral Response Accelerations Ss = 0.974 S, = 0.424 Site Class D Spectral Response Coefficients Sds = 0.721 Sd 1 = 0.446 Seismic Design Category D Component Anchorage Factors a Rp 1p Hanging HVAC Equip 2.5 6.0 1.0 G\Acad2015\20150667\Calculations\2015066/DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vImk.com Q r k e • % **M ` �' .. ‘-1111:: , `", • • _ 0 s • . It: • % OM s w a,r,�P • \ %t. 84: ‘ _Aritellt Leak 1 - , e ,I(j AREA OF WORK HVAC RTU REPLACEMENT 1 AREA OF WORK S-1 NTS Ir SCROLLS BLDG D HVAC 20150667 12/15/15 PAW NQ DATE 10130 SW NIMBUS AVE JRN JCS TIGARD,OR 97223 DRAWN CHECAND V L IVI KENGINEERING + DESIGN AREA OF WORK S-1 3933 SW Kell/Avenue Portland,Oregon 97239 I tel:503.222.4453 I fax 503.248.9263 I vrww.vlmk.com v„ff„p T NEW HVAC UNIT TO BEAR ON NEW OR EXISTING FRAMING ON ALL CORNERS VERIFY EXISTING FRAMING (WEIGHT-750#) UNDER MECH. UNIT AS SHOWN, NOTIFY ENGINEER IF OTHERWISE. PROVIDE ADDITIONAL 2x6 ■ (E)GLULAM BEAM FRAMING PER SECTION A. 1,1 .... FImo, S) 4121I1Y ' , 1a Z e . Zc, w z . . J f. > > D aa a Ni- v v x x x v v v w w w (E)2x6 SUB-PURLINS AT 24"O.C.TYPICAL NOTE: 2x6 STITCHED TOGETHER NEW CURB VERIFY PLACEMENT OF UNIT AS WITH 16d AT 12"O.C. 2x6 x 1'-6"SECURED WITH SHOWN. NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. (4)-16d STAGGERED 4 _No RW • SECTION N.T.S. nENLARGED PARTIAL FRAMING PLAN _7 1/4"= 1-0" r �' SCHOLLS BLDG D HVAC 20150667 12/15/15 vnw.r-+o onre 10130 SW NIMBUS AVE JRN JCS LM K 1 O13O S, NIR BUSNJCSENGINEERING + DESIGN 7223 PARTIAL FRAMING PLAN S-2 YV 3 SW Kelly Avenue Portland,Oregon 97239 I te1:503.222.4453 I fax:503.248.9263 I www.vlmk.wm SHEET NO -•--UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (4)#10 x 1/2"TEK SCREWS SECURE ANCHOR TO CURB I' WITH(4)#10 x 1/2"TEK SCREWS,TYPICAL WOOD NAILER 16 GAUGE STEEL'CANFAB' OR EQUAL ANCHOR, (4) UNIT MOUNTING CURB BY UNIT TOTAL, (1)EACH CORNER MANUFACTURER(14"HEIGHT) ON LONG SIDES OF UNIT GALVANIZED SHEET METAL MINIMUM 2x P.T. LEVEL COUNTER FLASHING PLATFORM BY CONTRACTOR XIIIII":'/ EXISTING ROOF SHEATHING, ROOFING BY OTHERSREMOVE UNDER UNIT AS REQUIRED ///// //////////// 7 1 0 SECURE CURB TO SUPPORT FRAMING WITH#14 WOOD SCREWS AT EACH CORNER AND AT 2'-0"O.C. SUPPORT FRAMING PER PLAN MAXIMUM SPACING, SCREWS MUST BE LONG ENOUGH TO PENETRATE SUPPORT FRAMING 2"MINIMUM 0 HVAC CURB DETAIL 1 1/2"= 1-0" VV SCHOLLS BLDG T HVAC 20150667 ,2"5"5 10130 SW NIMBUS AVE JRN JCS LM K TIGARD, OR 97223ENGINEERING + DESIGN HVAC CURB DETAIL S-3SW Kelt),Avenue Portland,Oregon 97239 I lel:503.222.4453 I fax 503.248.9263 I www.vlmk.eom 12/8/2015 Design Maps Summary Report C -1 st Design Maps Summary Report Ili User-Specified Input Report Title 20150653 Tue December 8,2015 18:14:51 UTC ' Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.44319°N, 122.78435°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III *4 ‘.. . 4.4:::)ii ': . , 4 ,, i . - ., ' ... , 7.?4, $ t' I If, � ` - , AlId, *Allowhor ' ' rs' 1 i "1"' ' '' '411"... 4 USGS-Provided Output SS = 0.974 g SMS = 1.081 g SDS = 0.721 g S1 •= 0.424 g SM1 = 0.668 g SD1 = 0.446 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. NICER Response Spectrum Design Response Spectrum 0.99 1.10 0.90 0.39 0.72 0.99 0.64 0.77 0.56 a Cl 0.66 Dl 0.49 III 0.55 4 0.40 I 0.44 0.32 0.33 0.24 0.22 0.16 0.11 0.09 0.00 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period, T(sec) Periodi.. . T(sec) For PGA,, -rt., CRS, and CR1 values, please view the detailed report. http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=mini mal latitude=45.44319&longitude=-121.784358siteclass=3&riskcategory=0&... 1/2 VVLMK1 ,Project: Scholls HVAC Job#: 20150667 By: JRN Date: 12/15/15 Sheet#: C -2 ENGINEERING+DESIGN RTU HVAC Support Design Check Existing 4x14 Purlins I PT W + LOADS wDL= 8.7 psf (roof w/o Glulam, Joist) tR, 3' 1 RR WSJ=25 psf (snow w/ponding) 4' 19'-6" 'r TRIB = 8.0ft PT= 750 lbs x(5'/8')/2 locations= 235 lbs (HVAC over one Purlin @ 3' from end) 20' C-C -6"glulam width HVAC load from sub-purlin (3.0'from end) RESULTS 4x14 DF#1 OK (see Sheet#C-3) Check Exist 2x6 Sub-Purlins I PT w i LOADS 1/ / / / / / / / .I wDL= 8.5 psf (roof w/o glulam& purlins) tR. 3-ON"� RR wSL=25 psf (snow w/ponding) 'r71_81, 1' TRIB = 2.0 ft PT= 886 lbs/4bm = 221.5 lbs (3.0'from end) BENDING M,=w12/8 + PTab/1 = 7361b-ft MD= (Fb= 900psi)*(CD= 1.15)*(CR= 1.15)*(CF= 1.3)*(Sx= 7.56 in3) = 975 lb-ft> Mu RESULTS 2x6 DF#2 OK, Provide additional 2x6 @ edge of unit f, !' 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com ,Title Block Line 1 Project Title: Scholls Bldg D HVAC C-3 Engineer: JRN Project ID: 20150667 Project Descr: Support HVAC Printed:15 DEC 2015,12:07PM Wood Beam File=G:lAcad20151201506671C7A4YC-Flbeam.ec6 ENERCALC,INC.1983-2015,Build:6.15.12.4,Vet:6.15.12.4 ' Lic.# : KW-06002728 Licensee :vlmk consulting engineers Description: -None- - CODE REFERENCES Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Load Resistance Factor D Fb-Tension 1,750.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 1,750.0 psi Ebend-xx 1,700.0ksi Fc-Prll 1,500.0 psi Eminbend-xx 620.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.1 Fv 180.0 psi Ft 675.0 psi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0. 35) D(0.06 6)S(0.2) + + + i >r 4 4x14 Span=19.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.06960, S=0.20, Tributary Width=1.0 ft Point Load: D=0.2350 k @ 3.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.782 1 Maximum Shear Stress Ratio = 0.400 : 1 Section used for this span 4x14 Section used for this span 4x14 fb:Actual = 2,364.34 psi fv:Actual = 124.43 psi FB:Allowable = 3,022.60 psi Fv:Allowable = 311.04 psi Load Combination +1.20D+0.50L+1.60S+1.60H Load Combination +1.20D+0.50L+1.60S+1.60H Location of maximum on span = 9.679ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.567 in Ratio= 412 Max Upward Transient Deflection 0.000 in Ratio= 0 <240 Max Downward Total Deflection 0.251 in Ratio= 934 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C FN C i CrC m C C Mu fb Fb Vu fv Fv . e9 9 t L +1.400+1.60H 0.00 0.00 0.00 0.00 Length=19.50 ft 1 0.300 0.173 0.60 1.000 1.00 1.00 1.00 1.00 1.00 5.81 680.20 2266.95 1.25 40.32 233.28 +1.20D+0.50L+1.605+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length=19.50 ft 1 0.782 0.400 0.80 1.000 1.00 1.00 1.00 1.00 1.00 20.18 2,364.34 3022.60 3.85 124.43 311.04 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span S Only 1 0.5674 9.821 0.0000 0.000 VVLMK Project Scholls HVAC Job S: 20150667 By JRN Date: 12/15/15 Sheet a C-4 ENGINEERING+DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 *CP� ,, :::: SCREEN WALL h tstre1c FTy g MECHANICAL UNIT Fh ION DESIGN INPUT B = 80 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 15 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height = 4.61 ft Height of Rooftop Structure or Equipment Width = 6.20 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 3.90 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 19.6 ft Height to Top of Structure or Equipment Vuit = 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] B Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] KZ = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] Krt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] ANALYSIS q: = 0.00256KZKZtKdV0-2 [Equation 29.3-1] qZ = 22.0 psf Velocity Pressure at Ultimate Level GCr = 1.9 Horizontal: Force Increase &Gust Factor [Section 29.5.1] GCr = 1.5 Vertical-Uplift: Force Increase &Gust Factor [Section 29.5.1] Af = 28.582 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 24.18 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 1200 sf Building Area Normal to the Wind Direction Fh = 9h(GCr)Af [Equation 29.5-2] Fh = 1192 lbs Horizontal Design Wind Force (Ult., 1.0W) Ph = 41.7 psf Horizontal Design Wind Pressure (Ult., 1.0W) ez „, Fv = gf,(GCr)Ar [Equation -3� f F„ = 796 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) T ` p„ = 32.9 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com 1 VV L M K Project: Scholls HVAC Job#: 20150667 By: JRN Date: 12/15/15 Sheet#: C-5 ENGINEERING r DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. ' Mechanical Unit Anchorage Design Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: I x SDS = 0.721 g Design Spectral Response Acceleration • • Q = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] s 4 - Ap = 2.5 [ASCE7 13.5-1 or 13.6-1] PcG Ro = 6.0 [ASCE7 13.5-1 or 13.6-1] Ycg -i-CR Y Io = 1.00 [ASCE7 13.1.3] • z = 15 ft Attachment height from base of structure II 2 h = 15;: . ft Average roof height of structure from base X PLAN VIEW Wind Parameters: PHoruz. = 41.7 psf Design Wind Pressure (psf), 1.0W PuPUFr = 32.9 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: (i)cG Wo = 750 lbs Total Weight zc X = 74.0 in Base Dimension (max) ' ' Y = 46.0 in Base Dimension (min) SIDE VIEW Z = 41.4 in Height of Unit Zcurb = 14.0 in Height of Curb, where occurs Load Combinations: Xca = 37.0 in Center of Gravity Seismic: Win : Ycg = 23.0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Zca = 20.7 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4)anchors/corners together) Seismic: 0.4a S W Fp = p DS p (1+2 1= 270 lbs <_ 1.6SDS1 pWp = 865 lbs OK Rp/lp hl . 0.3SDSIpWp = 162 lbs OK Base Shear, QV„E = 270 lbs Seismic, QE Wind: Vuw = 1187 lbs Wind, 1.0W V.,BASE = 1187 lbs Wind = 712 (ASD) Anchor Shear: (Load applied to each anchor/comer) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 1.85 in eV = 1.15 in 1 37 1369 23 529 MX_X = 500 in-lbs Mv_v = 311 in-lbs 2 37 1369 23 529 Y Direction X Direction 3 37 1369 23 529 V1,3 = 71 lbs V1,2 = 71 lbs 4 37 1369 23 529 V2,4 = 71 lbs V3,4 = 71 lbs 5476 2116 Win : V1,2,3,4 = 297 lbs Max V.,ANCHOR = 297 lbs Wind = 178 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 9382 lb-in Seismic, QE Net Tension: TX* = 248 lbs Mres,x = 20973 lb-in Seismic, QE Tv* = 383 lbs Mres,v = 13038 lb-in Seismic, QE ir„ .' Wind: Mot = 32885 lb-in Wind, 1.0W Max T,,,ANCHOR* = 383 lbs I fr , ` , Mres,x = 24975 lb-in Wind, 1.0W = 219 (ASD)A-,. y7 4,/ Mres,v = 15525 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com R - 1 SUBMITTAL MicroMeti 48KC A04-50KC B05-50KC B060 Part Number: ECD-SRTI2SA-DWDS FORM NO. 18486-2D 15/15/2015 Submitted To: Company: Job Name: Notes: Economizer 30 lbs.,Hood 19 lbs., Total 49 lbs. Mixed/Supply air sensor. Field installed in the ," _ _ .' FEATURES: indoor fan section. /, • For single or 2 speed indoor fan units only,models as listed above. PL6 Harness. �\ / Economizer has 1 minimum Position. . \ Other control options are available. Contact MMC. /� • Internal gear driven dampers,eliminate slippage and binding, / EconIllerp omizer co . .� associated with standard linkage. � • Designed specifically for down discharge applications. Q .�f "0 /.3i\16.9" Easy to install. Easy to service. % •r �l • Partially assembled rainhood,with aluminum water entrainment " f / filters,for the outside portion of the hood. `` • Uses standard filter access door shipped with HVAC unit. 111 For factory installed hinged filter panel option,Carrier part number ` i It u, or MMC part number 0640-0100-HDANGL J must be ordered separateley in addition to the economizer. e Z • Upgraded hinged filter access door option is ordered separately. Part number"ECD-SRT1TA-HDOOR"for Chassis 1 units. 0 Part number"ECD-SRTZTA-HDOOR"for Chassis 2 units. K.40* . • Rainhood is sloped for water run-off. j•,- W • All harnesses and plugs needed are included. ` 1� • ,VU o Z Direct coupled / MI actuator Q Ce 7' Honeywell W7212, Low ambient lockout. oo�%' `�� / LUL economizer control system. N. ti W Ce ®b M0 �/My iJ �� f fel 1 t..z .,,,..„2-, °` Packing tape. ,,,cr; e v jl To be removed prior to Internal,gear driven o installation. dampers '° r '9 Outside air sensor �.. High and low voltage plug (adjustable dry bulb shown). \--- knockouts for propeller type power exhausts. THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT . MicroMetl Corporation... Indianapolis Indiana — 1-800-662-4822, Sparks Nevada — 1-800-884-4662, Longview Texas — 1-903-248-4800 R - 2 Unit Report For 5T Project: -Untitled109 11/13/2015 Prepared By: 11:19AM J Unit Parameters Dimensions(ft. in.)&Weight(lb.)--- Z Unit Model. 48KCDA06A2A3-0A0A0 Unit Length. 6'2.375" 0 Unit Size. 06(5 Tons) Unit Width. 3'10.75" w Volts-Phase-Hertz. 230-1-60 Unit Height 3'5.375" Heating Type. Gas ,.. Total Operating Weight 607 lb Duct Cfg. Vertical Supply/Vertical Return w Low Heat "' Weights and Dimensions are approximate. Weight does Ce Single Stage Compressor Models not include unit packaging. Approximate dimensions are W provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product LLW data catalog. Lines and Filters Return Air Filter Type. Throwaway Return Air Filter Quantity. 4 Return Air Filter Size. 16 x 16 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 48KCDA06A2A3-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option Belt Drive None Packaged Rooftop Builder 1.39u Page 2 of 9 R - 3 Certified Drawing for 5T Project: -Untitled109 11/13/2015 Prepared By: 11:19AM J Z NOTES: UNITED P.O.BO1 sees TUTS DOCUMENT 13 TXE P10PE110 O1 CARRIER CWRP0111101 0 TECHNOLOGIES 9014013[,IT AID IS DELIVERED UPON TM(EIWREER CONDITION TRAT THE 3DOES 3111DTNCONSTITUTE FARTNPEIWOORUANIE013 I. DIMENSIONS AAE IN INCHES DIMENSIONS UNIT J K 11 PHASE) K f3 PHASE) CARRIER run CONTENTS nu N)DE DISCLOSED CO Nue MEM CAROM ACCEPTANCE 00 CONTRACT. W 1N[ I ARE IN MILLIMETERS. CMCNATta•s WRITTEN CWRSCN1. 18KC 04 33 3/8 14 7/8 1/1/8 2. CENTER OF GRAVITY 18171 13771 17777 CONNECTION SIZES 48KC 05 33 3/8 14 7/8 18 5/8 3.Epp,DIRECTION OF AIR FLOW 18471 13171 14121 A 1 3/8' [351 DIA FIELD POWER SUPPLY HOLE ASIC 06 41 3/8 14 7/8 18 5/8 B 2' [501 DIA POWER SUPPLY KNOCKOUT W 11051] 13771 14121 C 1 3/4' [511 DIA GAUGE ACCESS PLUG A/ D 7/8' [221 DIA FIELD CONTROL WIRING HOLE 1-- IWII 33-3/8 [848] E 3/4'-14 APT CONDENSATE DRAIN F 1/2'-14 NPT GAS CONNECTION 1 1 • —1 G 2 1/7' [641 DIA POWER SUPPLY KNOCK-OUT W 32-1// - ECONOMIZER HOOD aI 18181 (OPTIONAL) 16 [4061 FILTER ACCESS PANEL I I THRU-THE-BASE CHART (TOOL-LESS) COMP. + THESE HOLES REOUTAED FOR USE ACCESS CONDENSER I CRBEMPWROOIA01, 003A01 • -PANEL I COIL k- .. .. 1 THREADED WIRE REO'D HOLE INDOOR COILS\ - CONDUIT SIZE USE SIZES (MAX.) ACCESS PANEL I / � W 1/2' ACC. 7I8'[22.21 \'ice / 25-5/8 10-7/8 ♦ I 712' ' 24V 1/8" [22.21 Rr I�� \ ',, [652] [277] RETURN AIR RETURN 1 • 3M' 1001,003) POWER 1 1/e' 128.41 Eili7� 1 �1 ��ili1iI 44 •��D�' ' _-1)� I' �, AIR 2.0 10031 1/2'FPT GAS 1 3/16' [30.0] I 111171 \ J • FOR 'TNRU-THE-BASEPAN' FACTORY OPTION, ANDLE 2-5/8-1 ` =�� I 4^ . FITTINGS FOR ONLY 1,0, 8 Z ARE PROVIDED BACK 1611 \; i� Jf 1YP E ALT. • SELECT EITHER 3/4'OR 1/2' 11-3/4 FOR POWER, DEPENDING ON WIRE SIZE WIDE •� �'W CONDENSATE - 11511 NN (0011 PROVIDES 3//'FPT TNRU CURB WIDTH I -I DRAIN OPENING 1 IN BASEPAN SUPPLY . 26-1/2 29-3/8 _• 4,,,, 18-1/8 j•Z AIA [6131 11171 SUPPLY FLANGE 8 FITTING. 11591 J/ AIR 1 16-1/8 11-1// 1211/1 . 1/11] [363] 1312] SEE THRU THE g-�— I j B•ASE•CHART N[1511 N ` N-94 _ --3-3/8 12-1/6 [851 25 LUE [301] K 16361 [1001 TOP 4 HOOD 18-1/2— �� 1707 t i---- 4-5/8 10-1/2 IIID] [265] 13211 1321 ELECTRICAL ., = j DISCONNECT .. _ LOCATION CONDENSER LON7AOL BOX INDOOR BLOWER COIL == N ACCESS PANEL ACCESS E STD. I ILTER • CONDENSATE _ -- DRAIN • ---------4444-448.1- 8,-....../ EI J [638125 e OPTIONAL d FACTORY -_ , �. 1194/1/02 OPTIONAL 16-3// I RETURN OUTSIDE INSTALLED —— --- FACTORY 11-318 I (427] .I AIR I AIR CONVENIENCE - HANDLE I SUPPLY AIR INSTALLED (2891 OUTLET — EI DISCONNECT IIS iii — Ei11681 ('QQ 'U, QQ0' 6-1/e ===�1155]3-3/4 HANDLE 8-3/8 6-5/8 7 6 195] 46-3// 30-1/8 [2131 11691 [1111 1152] 11181) 11611 26-7I8 74-3/8 16821 BAROMETRIC [1888] 31-1/4 RELIEF LEFT [1931 FLOW SUPPLY FRONT AIR A�RURN RIGHT SKIT DATE MERCEDES 48KC 04-06 SINGLE ZONE ELECTRICAL TEN 1 OF 2 09-16-14 - COOLING WITH GAS HEAT 4860000281 _ Packaged Rooftop Builder 1.39u Page 3 of 9 - R - 4 Certified Drawing for 5T Project: -Untitled109 11/13/2015 Prepared By: 11:19AM UNITED ;V:110.7 .O.bl 1111 TII7 00CUE11 17 1NE IIa19TT a[441117 Calanta SaM31a Of 1X83[33A11MIs a IOCIIEITs------- )1.- 0 TECHNOLOGIES 3114111[.II All 13 I8LI981(11NON TW[83111[73 C31111Ia n41 TME 00(3 b1 Ca7TITOTE IUT 1(110tl4Mt[a STD. UNIT CORNER CORNER CORNER CORNER C.G. HEIGHT CARRIER Ism caPORAT nu wT 1[ mat.a a[I Tmlan w4uu Att[PTAMC[a CORIACT — UNIT WEIGHT WEIGHT(Al WEIGHT 184 WEIGHT(C3 WEIGHT IDl calaurta•s371n[Ica3[n. LBS. KG. LBS. KG. LBS. K6. _LBS. NG. _LBS. KG. 8 I 2 0 48KC 04 490 222 120 54 111 50 125 56 135 61 35 3/4 19080 24 3/4 1628] 18 7/8[419] 48KC 05 544 246 130 58 126 51 142 64 146 66 36 3/4[933] 24 3/4[628] 18 7/8[419] 48KC 06 597 270 141 64 156 70 158 71 142 64 39 1/8[993] 23 1/2[597] 20 1/8[511] 111 •STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. U FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. Z CORNER A CORNER B UI _ A 0 • iTt W U. CORNER D ' / CORNER C K TOP i - • 1 • z CI FRONT MET DATE MERCEDES 48KC 04-06 SINGLE ZONE ELECTRICAL REV 4$KC000281 2OF2 09-16-14 - COOLING WITH GAS HEAT - Packaged Rooftop Builder 1.39u Page 4 of 9 R - 5 SUBMITTAL =MicroMet1 48TC 16,48TC A04-50TC 16, 50TC A04-50TC E12-50TC E140 Part Number: 0406-0100-00000 FORM NO.4250-1 D I 9/19/2014 Submitted To: Company: Job Name: 1.87 " Notes: Hold Down Brackets o Quantity (4) Hold-Down brackets NOTES O O 1" 0 >••• The Addition of Hold Down Brackets Do Not Provide � 0 J Wind or Seismic Certification. z 0 • Assembly Hardware Provided W • Secures Rooftop Unit To Curb Z 4.129" W .941" lc W O LL o O 2.757"�/ US-1D 0406-0100-00000 THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT • MicroMetl Corporation... Indianapolis Indiana — 1-800-662-4822, Sparks Nevada — 1-800-884-4662, Longview Texas — 1-903-248-4800 R - 6 ' SUBMITTAL AA 50TCQ A04-50TCQ A07,48TC A04-48TC A07,48TC 604-48TC B07, Part Number: 0TC A04-501C A07, 50TC B04-50TC B07,50KCQ A04-50KCQ A05- SOKCQ A06 _ 0537-014A-00010 FORM NO. 1174-1D I 2/12/2015 Submitted To: Company: Job Name: • Notes: Opening for thru 1 3/4"Alt.drain hole the bottom electrical connections Knockdown Curbs Blocked top / Apir� 321/16" corners Full Perimeter �� NOTES: \ ' /%4/P/7„ er/ J air / 0 20 1/ 0 • *Custom Heights Are Available. 1 7/\ �/ � W • "Fully Insulated Perimeter Curbs Are Available And Designated With A"CI"Suffix. Supply air + Z • *Hold Down Brackets Are Available For Most Curbs. \ • Attach Ductwork Directly To Roof Curb.Flanges Of Duct 67 3/8 Rest On Top Of Curb. 1 3/4 ► ' 37 /16" LL • Any Posted Weight Is Actual Weight,Not Shipping Weight T 1„ w • All Dividers&Supports If Present,Are Flush With Top Of T Curb Unless Noted. A *Please Contact Factory For Pricing and Availability CROSS SECTION FEATURES: OF CURB 2.. kg-- • Ships Knockdown,Assembly Hardware Provided When Needed. • Deck Pans When Factory Provided,Are Factory Insulated. • Constructed Of Galvanized Steel. 0537 Series Roofcurb Specifications (in inches) • Gasketing Package Provided. MicroMeti Part No. Carrier Part No. A Weight • Full Perimeter Wood Nailer Provided. 0537-008A-00010 8" 71 lbs 0537-011A-00010 11" 82 lbs 37-014A-0001 CRRFCURBOOIA02 14" 94 lbs 0537-018A-00010 18" 0537-024A-00010 CRRFCURBOO2A02 24" 131 lbs CU-2D THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana — 1-800-662-4822, Sparks Nevada — 1-800-884-4662, Longview Texas— 1-903-248-4800 15,02 1,1 • C1,41, c.34,1NOATL — AL -144...104.1%-2 ; ,...e.s.:..402.0.........L...... .. w.......::L....,,i I, 4.</4 LzDe2g. .,.I . .12-G i . (23'-.22 (4'6 • , ILI:ea J Oi ...(/ \EL! TILV7eiroP.,, V ; - i!..-•a ], .----•-. I!, Ni •iHZ7A '';,. • . .----"r--- -2..4 e,..,,GA • ,e Z ! -.----+-.----... ----..---, GA/c, .. c 0.• • . , Lr_142,t,..,m3A.S 5, '(, a p ., p3 . eYel 0 '..!1•2] I Aateil‘8,0 V2,41, es,2zi d7' FYP "Vii 44,.!..2. . -)S ,''412).5 .I ......, 6 3v.,. ",,,A___ .6 I -4-1- , I f). a •' 07.-ra -4••9._._...-.0.. i).q • f i I _ , _....., I 1 0 .-1 i t • 7-'-' :Arc T . 0 s •4 • .4 i!.4‘o 4,Z I • 4 f;,ii 4 0 -.! I i • C ti! 11.P.e,i) t s'•• X 221, ..F 3 , I \II ,•pi,,,l' I ' 1,-.--. . 5.9 v 221‘ I [14'.4.1 11[1.:4 2 1 311,,4 . ; 2, ,.......) 1 I (4/W) e../i) , Li LI i -1_-.'Z 4 .14 i 10274. C ---':P;;I:1?"..;Z-7.-'14 ..—A ,9 .0 1.1 • . • ‘..,,.,' 1 . N . 4 7 4 : Apr,dt:j /..',41 jpeCi.i 4/44 R f"..4 \ 1.‘ Y' ;,:q•35 „ +7_____._ e•-•,,,..x.„:„X'• .it o ril.elel',. .,A,1 I 5 ,-..;•., in 1 I 1 6'4,7 0.427 1 b./.:zi 1 P17 410 OL....4.1 . („-.)ii:::: 11 Ire ' v i Low 0 N. op”. ,, rxxxavo 1!•,1 010 tz •31, '''',' kl ,.;./9441114g,04-) ' 141 / .; • ..4 ..ikl SX/ • ..343 x a/ ; sf,..,--1 EL ..1f.11 X 2, •-- . f ..3",A 2/_______._ ._3:2 2.21 . ..s4.v..,, \ 9 '"'-.....4'.',•'L.''., 1 ..- 6..V.) A0•224 (.2--) Gt2L1 i'','3..) , 24'4) (.W.:,) tf22,_ ('t.) O27,1 6".2. I.., \ '----.— _____.. ... ........ ._.... , . II ::.1 _.-,-__.-•- : — ' • ' 1.. ' 'cr I . , (4t4.2 ree I , I , ,gse344t4-11.- 1,11 . t • t . . • . I ../.4.2i H27 ! I ! I . ; . I . 4-- 2-ei..c," ao,a• a-o.24o ' ' 2-,•." _____ .1.8'''''.. -, -;• - -,. 723 44' • . ,1) fi4ioVizg.,: -ru2(_. .t5 5.5 OF O4/410gzz . z2 . ] 2) CLE2/42101,1"-..,.......-io,n/ ...AS<..-,...,. .f .rov, AJ ;.4.4g,f,‘::107g..';12.''':fr,3,=,V..11--.,:i‘.,-;t1t_.,Af,2,)..7,..,"•-i:; 2_,,,,. +.•;,. 4) ----.1/./0,CATC5 2 KG c 2.2.PO,.,3E.:'..2 2 2.... /4/54.. • • . 1 .../ I • . C . . • • 5T Project: -Untitied109 11/13/2015 Prepared By: 11:19AM RECEIVED JAN 1 1 2016 CITY OF TIGARD 5T BUILDING DIVISION Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet • Packaged Rooftop Builder 1.39u Page 1 of 9 1 Unit Report For 5T Project: —Untitled109 11/13/2015 Prepared By: 11:19AM Unit Parameters Dimensions(ft.in.)&Weight(lb.)*** Unit Model. 48KCDA06A2A3-0A0A0 Unit Length. 6'2.375" Unit Size' 06(5 Tons) Unit Width. 3' 10.75" Volts-Phase-Hertz. 230-1-60 Unit Height. 3'5.375" Heating Type. Gas ••* Total Operating Weight. 607 lb Duct Cfg• Vertical Supply/Vertical Return Low Heat """ Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are Single Stage Compressor Models 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. 4 Return Air Filter Size. 16 x 16 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 48KCDA06A2A3-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option Belt Drive None Packaged Rooftop Builder 1.39u Page 2 of 9 • Certified Drawing for 5T Project: -Untitled109 11/13/2015 Prepared By: 11:19AM NOTES: UNITED P.O.Ra INR IR76 RaUUNn IR in PROnnr a CARRIER CUNP0RAr1a TFCNNOLOGIES mArn[.n ARO II Rnlrlm RVI Tn MPRRRR canna III RI INS1711na0MSi11550 PARTSPENFaWct a 1. DIMENSIONS ARE IN INCHES DIMENSIONS UNIT J K 11 PHASE) 0(3 PHASE) CARRIER 1,221 CORREm m1 WY IN nOCLa[R a RIES WWI WRIER uc[nAREE a CAnRUI. IN I ]ARE IN MILLIMETERS [aNUNArla'i UNITIES COMM 33 7/82. CENTER OF GRAVITY 18KC 04 18473/8 113771 4 11371] CONNECTION SIZES IOKC OS 1817/8 113171 18 14721 A 1 3/8'1351 DIA FIELD POWER SUPPLY HOLE 3.y DIRECTION OF AIR FLOW IBKC 06 11 0531]18 (113711 1/e 18 5/4 1721 8 2'1501 DIA PURER SUPPLY KNOCKOUT 11 C 1 3//'1511 DIA GAUGE ACCESS PLUG D 7/8. 1221 DIA FIELD CONTROL WIRING HOLE —33-3/6 I 18181 E 3//'-1NPT CONDENSATE DRAIN F 1/2'-114AGOAPT 6A5 CONNECTION 1 • 7 0 2 1/2' 0641 DIA POKIER SUPPLY KNOCK-OUT 32-11/ ECONOMIZER HOOD 1818) (OPTIONAL) 16 14061 FILTER ACCESS PANfL • THRU-THE-RASE CHART (TOOL-LESS) CORP. I THESE ROLES REQUIRED FOR USE • ACCESS i CONDENSER --•• _— S 1 CRBIMPWR00IA01, 005401 PANEL CONI _ INDOOR COIL J THREADED WIRE REO'D HOLE ACCESS PANEL CONDUIT SIZE USE SIZES(MALI R 112' ACC. 7/8'122.21 �/� 25-5/0 10-7/8 E 112' 244CC, 718'122.21 _ ••�iEllllll l®��'. RETURN [2111 r « 3/1. (001.003) POWER 1 Ile' (26.41 AIR _ RETURN EH.)•�—f• 44 '`'11 1 ` l I 1•i�, • .. T „ , AIR Z*s (003)1/2'FPT GAS 1 3/16'130.01 111171 \ / O ANDLE 1-5Po �� FOR'THRU-TME-BASEPAN'FACTORY OPTION, FITTINGS FOR ONLY X,Y, e 2 ARE PROVIDED BACK (611 ' `` [UAB 'RTIP CONDENSATE 17-3/4 FOR PEOWER,EDEPENDI3NG OI RI RE SIZE •X DRAIN OPENING WIDTH ,1 (1511 (001)PROVIDES 3//'FPT THRU CURB I J Y IN BASEPAN SUPPLY 26-1/2 29-3/8 •P 1e-tlb I Z AIR (6713] 17171 SUPPLY FLANGE 8 FITTING. 11591 I I AIR 16-118 11.1/1 12-1/1 • 1 < 11111 136131 13121 SEETHRUSE CHART THE 6�// [ 1 I M ,_ _.1157 1 .Ar •� _ 3-3/8 12-110 1851 25 LUf 13071 16361 r -1 H000 18-1/2—.- 11001 TOP 14701 N /-5/8 10-1/2 I-1/1 11181 12651 1321 • LECTRICAL s ,• 1 -_ I DISCONNECT I) —7=- LOCATION I CONDENSER CONTROL BOC INDOOR BLOWER COIL - CONDENSATE DRAIN _ J (63818 OPTIONAL — • I ® 16-3// I 25 RETURN I i-` AIR I LOMYENIENLC FACTORY I-_ , II H-1/2 ji IOFACTOY �, ANDLE 128!18 ( SUPPLYAIR i I AIR [197 L I OUTLET =_ II NSTALLED DISCONNECT .... _I__ __ _.O I I 153911 6-5/e ��--� 8l= =�R 11681 I��o. 1 U: 004 f155e1 C 3-3/1 HANDLE -8-3/8 6.5/8 7 1851 46-3/4 30-1/8 [2131 11691 11771 6 111871 17611 11511 B 26-7/0 7/-3/ 1183/1 16821 31-1/4 BAROMETRIC 17931 RELIEF LEFT SUPPLY 4 FLOW FRONT AIR AI RIGHT POT Nn 511010[11/ 48KC 04-06 SINGLE ZONE ELECTRICAL KY 48K0000281 I OF 2 09-16-14 - COOLING WITH GAS HEAT - Packaged Rooftop Builder 1.39u Page 3 of 9 Certified Drawing for 5T Project: -Untitled109 11/13/2015 Prepared By: 11:19AM 0 UNITED P.O.111 AIN TM MINER II IR P11n11!If CM11I1 COVMRI11 11Mlul11 d 1RR M1RM111 Kern..., TECHNOLOGIES SRAM,IT Al II K 111191111 iK KIPUU COMIll11 VIII 1M[ OOIS 1M COMIiIRF 11111I110UYNCI II STD. UNIT CORNER CORNER CORNER CORNER CARRIER Mil 11111011 mL LOT 6[e1CL11M M UI[I msr 011m IORnMIe 0r CMTIMI. UNIT WEIGHT WEIGHT IA1 WEIGHT 181 WEIGHT ICI WEIGHT IDI C.G. HEIGHT 111rMAn11.1 wtno COMM LBS. KG. LBS. KG. LBS._K6. LBS. KG. LBS. KG. RT - 2 486C 04 490 222 120 54 III 50 125 56 135 61 35 3/4(9081 24 3/4 16291 18 1/8(4191 486C 05 544 246 130 58 126 57 142 64 146 66 36 3/4(9331 24 3/4(6281 18 1/8(4791 48NC 06 597 210 141 64 156 12 158 11 142 64 39 1/8(9931 23 1/2(5971 20 1/8(5111 K STANDARD UNIT WEIGHT IS WITH LON GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES,RE/ER TO THE PRODUCT DATA CATALOG. CORNER A CORNER B r J • • (•7 CORNER D CORNER C z TOP I - • 111111 I f z Eoo . oog FRONT MIT 1111 111111111$ 48KC 04-06 SINGLE ZONE ELECTRICAL w<v 2OF2 09-16-14 - COOLING WITH GAS HEAT 4860000261 Packaged Rooftop Builder 1.39u Page 4 of 9 Certified Drawing for 5T Project: -Untitled109 11/13/2015 Prepared By: 11:19AM, - Service Clearance 401,0,t ,, 1 Ar_______.--vD • 4410 • 10 038337 LOCATION DIMENSION CONDMON 48-In(1219 mm) •Unit d sco sect Is mounted on panel A 18-In(357 mm) •No disconnect.cawefdence outlet option •Recommended strike clearance 12-in(305 mm) •MI num clearance 42-In(1067 mm) •Stwface behind servicer Is grounded(e.g.,metal,masonry wall) B 36-in(914 nm) •Surface behind servicer Is electrically non-conductive(e.g.,wood,fiberglass) Spedal •Check for sources of flue products within 10-ft.of unit fresh air Make hood C 36-In(914 mm) _ •Side condensate drain it used 18-In 1457 mm) •Mh*man clearance 48-In(1219 mm) •No flue discharge accessory installed,surface Is combustible material 42-n(1067 mm) •Surface behind servicer B grounded(e.g.,metal,masonry wall,another unit) D 36 in(914 mm) •Surface behind servicer is electrically (e.g.,wood,fiberglass) i •Checkfor adjacent units or building intakesg fresh air within 10•ft.of this unit's Speda flue outlet NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. Cut*s-x Packaged Rooftop Builder 1.39u Page 5 of 9 Performance Summary For 5T Project: —Untitled109 11/13/2015 Prepared By: 11:19AM Part Number:48KCDAO6A2A3-0A0AO ARI SEER. 14.10 Base Unit Dimensions Unit Length• 74.4 in Unit Width. 46.8 in Unit Height. 41.4 in Operating Weight Base Unit Weight' 597 lb Medium Static Option Belt Drive. 10 lb Total Operating Weight. 607 lb Unit Unit Voltage-Phase-Hertz. 230-1-60 Air Discharge. Vertical Fan Drive Type. Belt Actual Airflow- 2000 CFM Site Altitude. 0 ft Cooling Performance Condenser Entering Air DB• 95.0 F Evaporator Entering Air DB• 80.0 F Evaporator Entering Air WB• 67.0 F Entering Air Enthalpy. 31.44 BTU/lb Evaporator Leaving Air DB• 58.6 F . Evaporator Leaving Air WB• 57.3 F Evaporator Leaving Air Enthalpy 24.57 BTU/lb Gross Cooling Capacity 61.84 MBH Gross Sensible Capacity- 46.23 MBH Compressor Power Input. 5.19 kW Coil Bypass Factor 0.058 Heating Performance Heating Airflow- 2000 CFM Entering Air Temp. 70.0 F Leaving Air Temp• 93.1 F Gas Heating Input Capacity. 65.0 MBH Gas Heating Output Capacity. 0.0/50.0 MBH Temperature Rise' 23.1 F Supply Fan External Static Pressure. 0.75 in wg Fan RPM• 1303 Fan Power 1.34 BHP NOTE• Selected IFM RPM Range: 1035-1466 Electrical Data Voltage Range. 187-253 Compressor#1 RLA• 25 Compressor#1 LRA• 134 Outdoor Fan Motor Qty. 1 Outdoor Fan FLA(ea). 1.4 Indoor Fan Motor Type. MED Indoor Fan Motor FLA• 4.9 • Combustion Fan Motor FLA(ea). 0.48 Power Supply MCA- 38 Power Supply MOCP(Fuse or HACR)• 60 Disconnect Size FLA• 36 Packaged Rooftop Builder 1.39u Page 6 of 9 Performance Summary For 5T Project: -Untitled109 11/13/2015 Prepared By: 11:19AM Disconnect Size LRA• 149 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 88.1 87.6 87.5 125 Hz 83.2 80.2 82.5 250 Hz 76.3 67.4 76.1 500 Hz 71.9 64.5 73.6 1000 Hz 68.5 63.8 71.3 2000 Hz 62.9 57.9 67.1 4000 Hz 64.7 53.8 64.1 8000 Hz 60.4 46.6 60.0 A-Weighted 75.3 69.8 77.0 Advanced Acoustics 0\r* �( Q ' V ] O1 v`J 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 87.5 82.5 76.1 73.6 71.3 67.1 64.1 60.0 89.2 Lw B 61.3 66.4 67.5 70.4 71.3 68.3 65.1 58.9 76.7 LwA C 55.1 50.1 43.7 41.2 38.9 34.7 31.7 27.6 56.8 Lp D 28.9 34.0 35.1 38.0 38.9 35.9 32.7 26.5 44.3 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 Packaged Rooftop Builder 1.39u Page 7 of 9 • Performance Summary For 5T Project: —Untitled109 11/13/2015 Prepared By: 11:19AM 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 29 `\\\ 18 <, 16 14 � � = � '� �seHP� .12 (7) 91IFFIM AIL PyA, o > i � '�' � (q 700RPM , 3Ii: - 02 `�tz \11111k,III CO 03 C6 09 12 15 18 21 24 27 33 33 Air&w(CFM-thousands) RPM=1303 BHP=1.34 MaximumRPM=2100MaximumBHP=2.90 Note:Pleasecontactapplicationengineeringforselectionsoutsidetheshadedregioa SC-SystemCurveRP-RatedPoint Packaged Rooftop Builder 1.39u Page 8 of 9 •, Unit Feature Sheet for 5T Project: -Untitled109 11/13/2015 Prepared By: 11:19AM Carrier ) WeatherMaker' — 48KC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS—14 SEER 3,4,5 TONS STANDARD FEATURES Name •Peon(R-410A)IFC refrigerant •Meets end exceeds ASFRAE90.1e emyeffau,gkvak •Soot compressors with interna16r a break and riverbed pion •Sig 000frg capacitymotel •SEERs up to 14.0.EER'supto 12.0 •Ambers"Rfiigerantnetesg system •Errdusee non-aonosi•e aHrposie condensate pan in accordance silk ASHRAE Standard 62.sloping design.side oraenterdei, '+ y • Standard cooing operation up to 115"F(46 C)and dorm to 40•F(4•C) -dose to 25•F(-4•C)with wider start bit. • Pre-painted seeriwpanelsand paler-coated interior panels tested to 500 hours sat spray protector. •Fut,/insulated cabinet •Exclusive IOC sold-state control for on-board diagnoses wilti LED anon code designation bumeraxrsolbgicand enen gysavingidoor fan motor delay • Low NOx models MatineeCaIrome AirQuality Management R 1 Puron • Induced draft gas heat coiftosliori dean ' of heating •Low pressure�andd high presvalves with sure to tire protected. MAINTENANCE FEATURES: •Access panels with easy grip handles •Innovative easy starting.no-ship soaves on unit swear panels •Twoi,d,disposable return sifters and Tool-less mer access door WEATHERMAKER SERIES •Direct Drive-EOM indoormobrsstandard with optional bailee, systems WeatherMaker 481(C (14-SEER) units are one-piece gas •Terminal board iaaitatingsepta safety circuit troubleshooting and heating,electric cooling units that are pre-wired and charged seethed control box arrangement with Pu on(R-410)refrigerant. They are factory tested in both •Exclusive IGCsowatatecontrol for on board degnost'sswith LED heating and cooling modes,and rated in accordance with AHRI error code designatan,bunwco nbollogicand energy saving indoor Standards 210240. Weather-Maker units are designed in fan motor delay. accordance with UL Standard 1995, and listed by the INSTALLATION FEATURES: Underwriters'Laboratories. •Thou-the-bottom power entry capability •Single point gas and electric connectibins •Ful perimeter base rat with burin rigging adapters and fork slots Approved and certified by: •Feld converttle from vertical to horizontal Meow .;.`�I cLrrI.Go STANDARD WARRANTY: • 10-year hat ex:hanger-15-yearseine's sleet option u..a..NSC.vw • 5-yearoorpressw TPA Vol•.•c•••• • 1-yearparts CUS • litany optional upgrades also evaible US we-.r.Fee...K. ; „�" OPTIONS INCLUDE BUT ARE MOT LAMMED TO: -"`r"'•R•°'r�• • Prenieriink and RTU Open klub Protocol DEC Condon • Supply and Return Ai Smoke Defectors.high static motors • Louvwrad oondensercoi guards • Disconnect meth and convenience outlet options • Stables:Steal hat exrhangeroption • Corrosion resistant cot coating. Certified to ISO 9001 • tigh static motor options • Patented Humidi-iQari adaptive dehenddioation erten.This option also indudesMotomester I oonhok • tinged access panels • Integrated e0000roxarIydefn Standard and t*ra Low Leak veiws • For a complete rust of options and aoaessories referto the Product Dat Catalog forths unit. Packaged Rooftop Builder 1.39u Page 9 of 9 SUBMITTAL MicroMetl 50TCQ A04-50TCQ A07,48TC A04-48TC A07,48TC B04-48TC B07, Part Number: - 50TC A04-50TC A07,50TC B04-50TC B07,50KCQ A04-50KCQ A05- 50KCQ A06 0537-014A-00010 FORM NO. 1174-1D I 2/12/2015 Submitted To: 1 Company: Job Name: • Notes: Opening for thru 1 3/4"Alt.drain hole the bottom electrical connections Knockdown Curbs top /le 32 1/16" comers Full Perimeter - •- NOTES: NOTES: \ Reto 20 1/ • *Custom Heights Are Available. � \ / • *Fully Insulated Perimeter Curbs Are Available And ` Supply air/� Designated With A"CI"Suffix. • *Hold Down Brackets Are Available For Most Curbs. • Attach Ductwork Directly To Roof Curb.Flanges Of Duct 67 3/8 Rest On Top Of Curb. 1 3/4"-11.1 37 /16" • Any Posted Weight Is Actual Weight,Not Shipping Weight• All Dividers&Supports If Present,Are Flush With Top OfT__ ..r, ,„ Curb Unless Noted. A *Please Contact Factory For Pricing and Availability CROSS SECTION FEATURES: OF CURB 2" • Ships Knockdown,Assembly Hardware Provided When Needed. • Deck Pans When Factory Provided,Are Factory Insulated. • Constructed Of Galvanized Steel. 0537 Series Roofcurb Specifications (in inches) • Gasketing Package Provided. MicroMeti Part No. Carrier Part No. A Weight • Full Perimeter Wood Nailer Provided. 0537-008A-00010 8" 71 lbs 0537-011A-00010 11" 82 lbs 537-014A-0001 CRRFCURB001A02 14" 94 lbs 0537-018A-00010 18" 0537-024A-00010 CRRFCURB002A02 24" 131 lbs CU-2D THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana - 1-800-662-4822, Sparks Nevada- 1-800-884-4662, Longview Texas- 1-903-248-4800 1 - SUBMITTAL =MiCrOMeti 48TC 16,48TC A04-50TC 16,50TC A04-50TC E12-50TC E140 Part Number: 0406-0100-00000 FORM NO.4250-1D I 9/19/2014 Submitted To: Company: Job Name: 1.87 " Notes: Hold Down Brackets O Quantity(4) Hold-Down brackets NOTES O O 1" O • The Addition of Hold Down Brackets Do Not Provide /• 0 Wind or Seismic Certification. • Assembly Hardware Provided • Secures Rooftop Unit To Curb 4.129" .941" O O O • O 6" 2.757"" US-ID 0406-0100-00000 THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMeti Corporation... Indianapolis Indiana — 1-800-662-4822, Sparks Nevada— 1-800-884-4662, Longview Texas— 1-903-248-4800