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Plans SCHOLLS BLDG P HVAC REPLACEMENT 10300 SW Nimbus Avenue Tigard, OR 97223 CITY OF TIGARD STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE Approved: [1,4'.' VIM Project Number:20150477 OTC: [ 1 Permit#: V 'C?C�&5 ,5 Address: 10? c' co l Lti( 1 Reitmeier Mechanical Suite#: �G 19570 SW 90th Court By: %WIN Date: ' Tualatin, OR 97062 OFFICE COPY �CTU1 cyS O PROF£SS� �5 I N /may � 9 3". •/1/15 R GON �, v /5, 2C0 Y� 'SON C. 5 Py\v EXPIRES: 6/30/20 16 • P:;:eMoore,Structural Intern V L M K Sr 1, 2015 ENGINEERING + DESIGN Structural Calculations:Scholls Bldg P—HVAC Replacement DC 1 Project: Scholls Bldg P— HVAC Replacement Project Number: 20150477 Project Address: 10300 SW Nimbus Avenue 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-4 Structural Calculations C-1 thru C-8 Reference Information (Asbuilt Roof Plan) R-1 thru R-1 6 DESCRIPTION OF PROJECT The 'Scholls Bldg P— HVAC Replacement' project consists of the replacement of(4) rooftop HVAC units on an existing building in Tigard, OR. This package includes structural details outlining the installation of the new units and adapter curbs, and calculations verifying the units' support and anchorage to resist gravity, wind, and sesmic forces. ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. G:\Acad2015\,20150477\02 Calculations\20I 50477 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vImk.com Structural Calculations:Scholls Bldg P—HVAC Replacement 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 (new and future) 4.0 psf Insulation 1 .5 psf Sheathing (5/8" plywood) 1 .8 psf Sub-purlins (2x4 at 24") 1 .2 psf Purlins (4x16 DF#1 at 8' O.C.) 3.0 psf Glulam Girders 1.0 psf Mechanical and Electrical 1 .0 psf Miscellaneous 1.5 psf Total Roof Load 15.0 psf Additional Loads RTU B-4 (607 lb unit +49 lb economizer) 656 lbs RTU C-1 (671 lb unit + 155 lb adapter curb + 49 lb economizer) 875 lbs RTU C-2 (337 lb unit + 130 lb adapter curb) 467 lbs RTU D-1 (607 lb unit) 607 lbs Wind Ultimate Design Wind Speed, V,h 120 mph Nominal Design Wind Speed, Vosd 93 mph Risk Category II Wind Exposure B Internal Pressure Coefficient GC,, = +/-0.18 Seismic Location Latitude 45.445039 Longitude -122.786070 Seismic Importance Factor, le 1 .0 Risk Category II Mapped Spectral Response Accelerations S, = 0.974 Si = 0.424 Site Class D Spectral Response Coefficients Sds = 0.721 Sd, = 0.446 Seismic Design Category D Component Anchorage Factors o Rp IF LI° HVAC Equip 2.5 6.0 1.0 2.5 GNAcad2015\20150477\02 Calculations\2015047/DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com APPROXIMATE LOCATION OF RTU D-1 �' u Iii BEING REPLACED c (TOTAL WT OF NEW RTU=607 LBS) ' a Oa ig - , APPROXIMATE LOCATION OF RTU C-2 r. 4, BEING REPLACED �•-431 (TOTAL WT OF NEW RTU=467 LBS) ....- ...: (111; Oil 1 �' y - 10300 SW Nimbus e IC APPROXIMATE LOCATION OF RTU B-4 - -r A `� + -. BEING REPLACED IV(TOTAL WT OF NEW RTU=656 LBS) r -.alai li APPROXIMATE LOCATION OF RTU C-1 100 I BEING REPLACED (TOTAL WT OF NEW RTU=875 LBS) Bela-• - lof.1 - r_w]fj I'r r t ` t AREA OF WORK _ V k 'NZ f ' �"` , r ■ 1 l • . 1 \ \ \ \ \ \c\-)c\-\ 11ilt AERIAL VIEW al V SCHOLLS BLDG P - HVAC 20150477 AUG'15 10300 SW NIMBUS AVENUE CCM JCS I( TIGARD,OR 97223 """" "'"ENGINEERING + DESIGN AERIAL VIEW S-1 SW Kelly Avenue Portland Oregon 97239 I te1:503.2224453 1 lax:501248.9263 I www.uimk.cor' EXISTING 2x4 SUB-PURLINS AT 2'-0"O.C.,TYPICAL z - z J J cc re a a w NEW OR EXISTING 4X6, USE SIMPSON'HUS46' FACE MOUNT HANGER EACH END 4.i }tD ) (E)GLULAM GIRDER ? ' I (E)GLULAM GIRDER NEW OR EXISTING 4X6, NEW HVAC UNITS TO BEAR CUT BACK EXISTING ON EXISTING CURBS WITH SUB-PURLINS AND SECURE AND WITHOUT CURB WITH SIMPSON'LUS24' ADAPTERS FACE MOUNT HANGER - z J ' J � (r d d W W HVAC SUPPORT FRAMING PLAN NOTE:CONTRACTOR TO VERIFY EXISTING 1/4"= 1-0" CURB BEARS ON MIN 4X6 SUPPORTS ON ALL SIDES.PROVIDE NEW AS NECESSARY. 50477 AUG'15 SCROLLS BLDG P - HVAC 20150477 ,.� 10300 SW NIMBUS AVENUE DCM JCS V L M K TIGARD,OR 97223 ENGINEERING + DESIGN SUPPORT FRAMING PLAN S-2 3933 SW Ketly Avenue Portland,Oregon 97239 I te1:503.2226453 I fax:503.248.9263 I www.dmkw, UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 1/2" TEK SCREWS 1 • SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK •i•-J SCREWS,TYPICAL 16 GAUGE STEEL'CANFAB' HVAC UNIT ADAPTER CURB OR EQUAL ANCHOR,(4) TOTAL,(1)EACH CORNER ON LONG SIDES OF UNIT SECURE HVAC UNIT ADAPTER CURB - • TO EXISTING CURB WITH MINIMUM (4)#10 x 1/2"TEK SCREWS EACH CORNER AND AT 12"O.C.AT SIDES, TYPICAL ism iun iiii EXISTING UNIT ism MOUNTING CURB 'U.' (APPROX 14"HEIGHT) EXISTING ROOF SHEATHING ismi uu un EXISTING ROOFING CONTRACTOR TO VERIFY EXISTING CURB BEARS ON 4x6 FRAMING MINIMUM ON ALL SIDES, UPGRADE FRAMING AS NECESSARY C) HVACADAPTER CURB DETAIL 1 112'._ -0" SCHOLLS BLDG P - HVAC 20150477 AUG'15 10300 SW NIMBUS AVENUE DCM JCS V � M KENGINEERING TIGARD,OR 97223+ DESIGN ADAPTER CURB DETAIL S-3 3933 SW Kelly Avenue Portland.Oregon 97239 I lel:503.222.4453 I fax:503.248.9263 I www.virrk •. SHEET,u UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 1/2" /.\( TEK SCREWS I SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK SCREWS,TYPICAL I..i 16 GAUGE STEEL'CANFAB' OR EQUAL ANCHOR,(4) I..s TOTAL,(1)EACH CORNER iii'- EXISTING UNIT ON LONG SIDES OF UNIT ii MOUNTING CURB (APPROX 14"HEIGHT) emu EXISTING ROOF SHEATHING / EXISTING ROOFING iii 1i CLVIS \V CONTRACTOR TO VERIFY EXISTING CURB BEARS ON 4x6 FRAMING MINIMUM ON ALL SIDES, UPGRADE FRAMING AS NECESSARY 1 HVAC CURB DETAIL S-4 1 1/2„= 1._0., SCROLLS BLDG P - HVAC 20150477 AUG'15 • W NIMBUS AVENUE 0CM JCS LM KENGINEERING 10300 S,OR 97223+ 10300 SADAPTER CURB DETAIL S-4 3933 SW KA Avenue Portland,Oregon 97239 I let:503.222 4453 I lax:503.248.9263 I www v1-. , I VVLMK Project: S0405 /6i,06, NALJob#: lo 1 co 4 77 By: OC, M Dote: e 5 4c9 g Sheet i: C-1 ENGINEERING 4..DESIGN . . . . . . . • . :•• : : : ' ec: : : : : . i...i. 1 , 4 -1 ',. : : '', :-i- •' Ar,: i ; •' i • • t ;'t;k1Sti 1 101k , S;.tilikikk.C.-71•A ik.E. 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I i i : : 1 : . . . . , .i i 1 i I . : , • 4... . i : 1 , . : ........_,. • , . . i • • . .: . . . : •; -: . 4 : • : : ' . 7 : i * ; . .17 7 -r I I- : • • : • r ' • • 1 . . . : : : : . • : • , ! •-•!--1, + .4- : ; • 1 • ..' : : : . , •.,...f;4:41,1,Ritr: : • r . . " i i y 4"`••.- .'.., .0 .._- . . • . +. -- - - • 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vImk.com C - 2 Wood Beam ENERCALC,ENERCALC,INC.1983-2015,Build:6.15.7.30,Ver:6.15.7.30 . Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: EXISTING PURLIN PROPOSED MOMENT CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set :ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2,100.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 2,100.0 psi Ebend-xx 1,900.0ksi Fc-Pill 1,700.0 psi Eminbend-xx 690.Oksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : Select structural Fv 180.0 psi Ft 1,000.0 psi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0. 28) i + D(0.12)s(o.z) i + 4x16 Span=25.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=8.0 ft Point Load: D=0.3280 k @ 6.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.952 1 Maximum Shear Stress Ratio = 0.525 : 1 Section used for this span 4x16 Section used for this span 4x16 fb:Actual = 2,299.27psi N:Actual = 108.75 psi FB:Allowable = 2,415.00psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 12.226ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.900 in Ratio= 333 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 1.502 in Ratio= 199 Max Upward Total Deflection 0.000 in Ratio= 0<180 • 1 V V L M K ENGINEERING.DESIGN Project:SCWoU.S Bt,D4 P HJALJob#:aO(SOLf 7 BY: O/n \ Date: Or - Sheet#:C-3 3 ..1.„• _1_ t*-tcn4iF : ' `iktkc'tu9 .c; b( '.j:: 10l -;i 5 "c."{ - . • . •. • . :..x i....... . ... .......... ,... -..... , i...: _• • • ....... .. .._...:..........:... ....4._.._...i-..i.. _ .. _. ..... .. .... -__. i . • l S fff F , i l 1 fi Q. i . I i �E 1 . ...,.. If116teitP-. i.�._.__, .. _.. ._ 2 _ .-...-_-_._-_1"1 I 1 i • f• , • s —0- 7 : "..„t- � a r�� g --- .I_.4...:..... ..... - t . Pikbtotto !kQ ,l 1 ;-.�- (�. I ; i i 1 • , 441. tiiL-r7l%0r »recta ' --p 14.. Gtisyt --� Coact ?t. fir. ._.._..f� - :... rrov `I O _y : E i r, r 1TT : TT f3» Mi • • . • j { j .• . , , : : , , i7 i . i' 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox:503.248.9263 www.vlmk.com C - 4 General Beam Analysis file=G:W cad201 51201 5 0 4 7 710UPFOW-712WOIVC-C.EC6 y ENERCALC,INC.1983-2015,Build:6.15.7.30,Ver:6.15.7.30 Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: EXISTING GIRDER PROPOSED MOMENT General Beam Properties Elastic Modulus 0.0 ksi Span#1 Span Length = 30.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 D(0 3754rS(0 025) D(01328) Span=30.0 ft Applied LoadS Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=25.0 ft Point Load: D=0.3280k@ 10.0 ft DESIGN SUMMARY Maximum Bending= 114.145 k-ft Maximum Shear= 15.219 k Load Combination +3+5+H Load Combination +D+S+H Location of maximum on span 14.850ft 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 3.959 in 90 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 6.429 in 55 Max Upward Total Deflection 0.000 in 0 8/27/2015 Design Maps Summary Report zusGs Design Maps Summary Report C - 5 User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) • Site Coordinates 45.44504°N, 122.78607°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 22 f � t - I5000m,\,:i Aloha , a`:curoicrrf 26 ° B averton 0 14 0 Farmington a • o Milwaukie 0 a 21 0 't� 0-t N 0 R T-04 tl . p5choiis s ;" Km City AMERICA -'. 9 Y OD them ° lt .._{ r R'mts oast T -1atin 02015•apQuest Sara • a 02015'Op in • •MapQmast USGS-Provided Output SS = 0.974 g SMS = 1.081 9 SD5 = 0.721 g S1 = 0.424 g SM1 = 0.669 g SDI = 0.446 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 0.89 1.10 0.80 0.99 0.72 0.88 0.64 . 0.77 0.56 A S 0.66 O� 0.48 y 0.55 , N 0. 40 I • 0.44 0.32 0.33 0.24 0.22 0.16 0.11 0.08 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period,T(sec) Period, T(sec) For PGA,,,, TL, CRS, and CR1 values, please view the detailed report. Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the http://ehp2-earthquake.wr.usgs.gov/desigrm aps/us/sum mary.php?tem plate=m i nim al&l atitude=45.4450398)orgitude=-122.786078,siteclass=38diskcategory=0... 1/2 VVLMK Project Scholls BIgP HVAC lob tt: 20150477 By. DCM DJr 8/2015 sheet tt C-6 EJC INkt FING GE`ICN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. - Wind Loads on Rooftop Structures and Equipment - Worst Case RTU C-1 Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 • 444) TYPICAL SCREEN WALL �ra Fv �Fo� \%/ TYPICAL MECHANICAL UNIT w Fh H ,•019 DESIGN INPUT B = 140 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 = 3.40 ft Height of Rooftop Structure or Equipment Width = 6.20 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 3.70 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 18.4 ft Height to Top of Structure or Equipment Vult = 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] B Exposure Category [Section 26.7.3] zy = 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] K2 = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] KZt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] ANALYSIS qZ = 0.00256KZKztKdVU,t2 [Equation 29.3-1] q2 = 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] At = 21.08 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 22.94 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 2100 sf Building Area Normal to the Wind Direction Fh = gh(GCr)Af [Equation 29.5-2] Fh = 879 lbs Horizontal Design Wind Force (Ult., 1.0W) Ph = 41.7 psf Horizontal Design Wind Pressure (Ult., 1.0W) /:� �\ F„ = qh(GCr)Ar [Equation 29. -3) T F„ = 755 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) P„ = 32.9 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) 3933 SW Kelly Avenue Portland,OR 91239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com 1 VLMK r,,,,,,a. Scholls BIgP HVAC lobs: 20150477 By DCM Date: 8/2015 sheets: C-7 v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. - Mechanical Unit Anchorage Design - Worst Case RTU C-1 Based on the 2012 International Building Code and ASCE 7-10 - DESIGN INPUT Seismic Parameters: I X Sos = 0.721 g Design Spectral Response Acceleration Q = 2.5 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] s a G Ap = 2.5 [ASCE7 13.5-1 or 13.6-1] tcR v RD = 6.0 [ASCE7 13.5-1 or 13.6-1] vcg Ip = 1.00 [ASCE7 13.1.3] • 2 • z = 15 ft Attachment height from base of structure h = 15 ft Average roof height of structure from base I xcg I Wind Parameters: PLAN VIEW PHORIZ. = 41.7 psf Design Wind Pressure (psf), 1.0W PupuFr = 32.9 psf Design Wind Pressure (psf), 1.0W _VG Mechanical Unit Parameters: Wp = 875 lbs Total Weight zc9r X = 74.0 in Base Dimension (max) ' ' Y = 44.0 in Base Dimension (min) SIDE VIEW Z = 41.0 in Height of Unit Zcurb = 25.0 in Height of Curb, where occurs Load Combinations: X, = 39.0 in Center of Gravity Seismic: Wind: YCq = 23.0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Zaa = 17.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.7QE 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4)anchors/corners together) Seismic: 0.4a S W r Fr = " " " I 1+2 z)= 315 lbs <_ 1.6S,,51�,Wr = 1009 lbs OK R,, ID \ h >_ 0.3S,,,IpWr = 189 lbs OK Base Shear, QV„E = 789 lbs Seismic, QE Wind: Vaw = 1414 lbs Wind, 1.0W V,,,BASE = 1414 lbs Wind = 849 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = -0.05 in e„ = 0.15 in 1 39 1521 23 529 Mx-x = -39 in-lbs M,,_,, = 118 in-lbs 2 35 1225 23 529 Y Direction X Direction 3 39 1521 21 441 V1,3 = 197 lbs V1,2 = 199 lbs 4 35 1225 21 441 V2,4 = 197 lbs V3,4 = 198 lbs 5492 1940 Wind: V1,2,3,4 = 354 lbs Max Vu,ANCHOR = 354 lbs Wind = 212 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 33121 lb-in Seismic, QE Net Tension: Tx* = 315 lbs Mres.x = 23146 lb-in Seismic, QE T,,* = 528 lbs Mres,y = 13888 lb-in Seismic, QE Ry ,� Wind: Mot = 46673 lb-in Wind, 1.0W Max T,,,ANCHOR* = 528 lbs �i 0, Mres,x = 27563 lb-in Wind, 1.0W = 305 (ASD) ,/ Mres,y = 16538 lb-in Wind, 1.0W *Negative(-)values indicate there Is no net uplift 1 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax:503.248.9263 www.vlmk.com 1 VV L M K Project:Sc.N0u5 BLDG ? NSA C lob tt: �O S Sp 7 7 By: DC M Date: g .20 l S Sheet#: C—g ENGINEERING+DESIGN . : r . . : ; yi.......f i . r . j . i ; 111111 . . r ! ' i . r ; - --rte I. . '�? L I !fit . S } • • .CrA k t � ivt oak% Kt L , . • r 141.-A1,*; $ �NP c :f , l ' r r • . . AAA r 1. y ' _., . ....... ...;. 5: . .:A.L A4 p�:. •7t.: r ... ..Y .. P)Y W : C 1 1 ' s , . . , . .ter . ...e_._.fi 1 ...« ...... • • _ r . r , , : r r , r • • s r :i4........„_, . ...._;_4_, , I...,...f...1 ; : ; ir r• i • • i...r.._, s _ ._. i 1 i • r. 1 I f.. ; f. r : I • 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com Philb` 6T Project: -Untitled87 01/14/2015 Prepared By: 09:54AM RECEIVED JUL 27 2015 CITY OFTIGARD BUILDING DIVISION 6T Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.39n Page 1 of 9 -Ad!• Unit Report For 6T Project: -Untitled87 01/14/2015 Prepared By: 09:54AM Unit Parameters Dimensions(ft. in.)&Weight(1b.)*** Unit Model:._....__...______.___-_._._.._...48TCEA07A2A6-0A0A0 Unit Length- ___.__..._ 6'2.375" Unit Size. 07(6 Tons) Unit Width. 'r. Volts-Phase-Hertz' 460-3-60 Unit Height:______.._ 3'5.375" Heating Type. Gas ~• Total Operating Weight:..__._______.____.____ 671 lb Duct Cfg. Vertical Supply/Vertical Return Medium 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 16 x 2 Unit Configuration Medium Static Option 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 48TCEA07A2A6-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option None None Packaged Rooftop Builder 1.39n Page 2 of 9 • Certified Drawing for 6T Project: —Untitled87 01/14/2015 Prepared By: 09:54AMr NOTES: 0 UM TED P.O.Na AN11 1:Il IxNaa IN rq radar a caAM.LcaaarlON soar a nttt au.Lrr OR acraN TECHNOLOGIES$3 I$5.a a1 IR MMIR 10 00k ra LIMLOR C NITIM rlur CARRIER NaN a1 COa7L ruff r•Ar KMDaltl a 1. DIMENSIONS ARE IN INCHES DIMENSIONS UNIT J C CARRIER uRlr 7001/OIRTIC 1 1017ipo COMM au a ao WIMP 88111 NC[rna[a ca7RA[r. IN 1 I ARE IN MILLIMETERS. 48TC A0/ 11 U6 imp 2. CENTER Of GRAVITY 18/7) 48TC•A03 33 3)3 IAN CONNECTION SIZES 18171 I77T1 A 1 3/0' (151 DIA FIELD POKER SUPPLY HOLE 3.0110,DIRECTION OF AIR FLOP 48TC-A06 33 3)8 71 7/6 (617) (1111 8 2. 1501 DIA RUlER SUPPLY KNOCKOUT - M 11 05311 r8 TC-A07 74(317 7/1 158 C 1 S)/' U DIA GAUGE ACCESS PLUG (1 D Tl8. 1221 DIA FIELD CONTROL HIRING ROLE 33.318 (810481 F 1/1•-11 NPT CONDENSATE DRAIN F 112'-11 NPT 661 685 CONNECTION [ .'—t 6 2 1/2. 1641 DIA POSER SUPPLY KNOCK-OUT 32•1/1 ECONOMIIER HOOD 16 1818) (OPTIONAL) 11661 -i FILTER ACCESS PANEL g THRU•THE-DASE CHART (TOOL•LESS) COMP. THESE HOLES REQUIRED FOP USE ACCESS CONDENSER T CRBTNPNROD1A01, 003801•PANEL THREADED NIKE REO'0 ROLE INDOOR COIL - J - - - - I CONDUIT SIZE u5E SIZES am.) • ACCESS PANEL ' �\ - N 112' ACC. 7/8' 122.21 /�/��^�\ 251/8 —••• 10-7l8 I llt' 240 7/8' 122.21 lI _ �h/��.® '� RETURN LAIR •- 1217) RETURN 1 . ))1. 1601,6611 POWER 1 116' 120.41 44 •UON__1-1— iI�.E 11111] ,Ill\,, \ // '/ AIR 2rR 11031 tli'FPT GAS 7 3/16' 130,01 1`,\�\\ / // Q• I FOR 'THIN-TNE-6ASEPAM•FACTORY OPTION, 2-5/8 - J+ FITTINGS FOR ONLY 2,Y. e I ARE PROVIDED BACK Itll %/ . TIP -- E ALT. . SELECT EITHER L1.OR 1r2' CUR' PI • CONDENSATE 17-31/ FON POWER. DEPENDING ON RIDE SIIE •K DRAIN OPENING WIDTH 1 [1511 rr (0011 PROVIDES]/1'FPT INN)CURB •Z IN BASEPAN SUPPLY . 26.1/2 29-118 FLANGE L FITTING. 18-1/e # AIR 16737 SUPPLY --- - - - 1/591 I AIR ! 16-1/6 1/-1// 12-1/1 ` \ r 9 11111 [3611 17121 SEBASCRCHAAT /-IM I •1-1�1 • ` I.� • 3-318 -+ 12.1/6 1851 25 LUE 11671 (6361—� -1 HOOD 70.1/2-vv. 11001 R TOP E 4101 111 T /-SIB 1D-I/l la' 11161 12651 I LECTAICAL D I • —— DISCONNECT - _J LOCATION CONDENSED CONTROL BON INDOOR BLOR[F i COIL .B, Ih ACCESS PANEL ACCESS [STD. 'Il ILTER• CONDENSATE DRAIN OPTIONAL --— I J tE1URN OUTSIDE FACTORY _ , �. II-ift OPTIONAL 11-3/6 11271 I .I AIR el�INSTALLED FACTORi 15R hMOtE SUPPLT AIR CONVCNIEIKE _ 111/1 IRITALLE0 12611 OUTLEi 613COMNFCT _ I _ 15317/ 111 tea 11681 I00 _ ''L1-: : 001 6-1/8 I 3-3/1 - HANDLE -8-3/8 I 6.5/8 ti t t 6 lir 1,51 N-3/1 30-1/8 12131 11681 11711 (1521 [11871 17647 26-3/4 .. 7 4-3)8 `• 16811 BAROMETRIC 116881 31-1/4-..+ 1 RELIEF 7931 LEFT FLOW 4 FRONT SUPPLY AIR RETURN RIGHT IN[E7 I111 ar[NINR 48TC 04-07 SINGLE ZONE ELECTRICAL 48TM500993 NY 1 OF 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 5. 0 - Packaged Rooftop Builder 1.39n Page 3 of 9 Certified Drawing for 6T Project -Untitled87 01/14/2015 Prepared By 09:54AM UNITED P.O.ICE 1600 IRIS OOCUINNT IS IMO PROIEMIT CE CARRIES COR10111100 sUAM1sN10M a TIM DRAWINGS w OOCUIMIIA STD. UNIT CORNER CORNER CORNER CORNER TECHNOLOGIES SEAACIS[.n 436 a NEUMEAU UPON THE EXPRESS WI'l Twl IA[ DKS M01 CHE TILES 1181 AEIE01111Mt[0T C.6. HEIGHT CAARIlR 11171 CONTORTS SILL 101 1[011[106[0 OA USES 91TNK1 GKION ICONSTITUT a RE PERTr. UNIT WEIGHT WEIGHT 161 WEIGHT 191 WEIGHT ICI 'WEIGHT 101 t0AN011TICISRlil[l taspT. LBS. 96, LBS. N6. LBS. KG. LBS. KG. LBS. N6. I 7 2 481C-604 163 211 111 50 125 57 131 59 116 53 31 19911 23(5911 16 3/8 14141 191C-605 537 211 124 56 139 63 115 66 121 59 39 19911 23 15943 II 11321 1070-166 561 256 131 59 117 67 154 70 137 62 30 19111 23 15011 17 III 14361 481C-111 652 214 159 II 169 76 116 00 157 71 31 19911 23 15011 20 III 15111 CORNER A CORNER B 5 • I11\\ tit 'l" • CORNER D CORNER C z TOP • • n 0 2 [110o : 0 FRONT 6KCT SATE KKK1N6 48TC 04-07 SINGLE ZONE ELECTRICAL 48TM500993 REP 2 DE 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 5.0 Packaged Rooftop Builder 1.39n Page 4 of 9 • Certified Drawing for 6T Project: -Untitled87 01/14/2015, Prepared By: 09:54AM{ Service Clearance 40.011••• C013337 LOCATION DIMENSION CONDITION 48-in(1219 mm) •Unit dscornect Is mounted on panel A 18-In(457 mm) •No 'coivedence 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 fire products wINn 10-ft.of unit freshair intake hood 36-In(914 mm) •Side condensate drain 6 used 18-in(457 mm) •MiNmurn clearance 48 in(1219 mm) •No flue discharge accessorylnstaled,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. MUM 1-2 Packaged Rooftop Builder 1.39n Page 5 of 9 Performance Summary For 6T Project: -Untitled87 01U4/2015 Prepared By: 09:54AM| Part Nu0Nber:48TCEA0 AR| EER• - 11.00 |EER• _- 11.2 Base Unit Dimensions Unit Length- ----------- _-_'--'--' 74.4 in Unit Width- 44.0 in Unit Height- 41,* in Operating Weight Base Unit Weight- 652 lb Medium Heat- 9 lb Medium Static Option- 10 lb Total Operating Weight: _--- -_ _---_- 671 lb Unit Unit Voltage-Phase-Hertz. --__-' --___---_- 460-3-60 Air Discharge- Vertical Fan Drive Type. Belt Actual Airflow- --_-___'--'-----' _' 2400 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 Entxa|py• -__--_--__-'____-'--_-_' ___-'-___- 31.44 BTU/lb Evaporator Leaving Air DB- _---_ _-----__-_----- -__-_-_-- 57.6 F Evaporator Leaving Air VVB- ---- -''-_-__' 57.1 F Evaporator Leaving Air Entha|py:' _------'_-�-'_-__ __' ---24.47 BTU/lb GmoaCuo|ingCopooity- -- -_-'_---_--_-_'___' -- _ 75.21 MBH Gross Sensible Capacity- --_-_'---.__'--_--_-_-'-_ '-__----__--58.11 MBH Compressor Power Input- ________ _ ____ 5.11 kW Coil Bypass Factor 0.084 Heating Performance Heating Airflow- - ------'---'-- __ 2400 CFM Entering Air Temp. -___-_'_____-__ __'__-____. 70.0 F Leaving Air Temp. 105.9 F Gas Input Capacity- 115.0 MBH Gas Heating Capacity- ____- -'----- ----'_.. 93.00 MBH Temperature Rise: '__- 35.9 F Supply Fan ' External Static Pressure: 0.75 in wg FanRPK4• --_'- __'-'----'__-__�-'_-_'------_-_'-__-'__-'1448 Fan Power 1.95 BHP NOTE- ------' _--_--------__-'--- Selected IFM RPM Range: 1,73' 1518 Electrical Data Voltage Range- _--___ __-___- - _____- 414'5D6 Compressor#1 RLA.'___-_______________ -_' -_______ 9.7 Compressor#1 LBA. __.--'---- - _-__'___---__-_- 62 Indoor Fan Motor Typm:._-_--_-' _ ._-___---''---'-_. --_'-- MED Indoor Fan Motor FLA: 4.2 Combustion Fan Motor FLA(aa). 0.25 Power Supply MCA. __-___'--____ __-_____ 18 Power Supply MDCP(Fuse orHACR)- 25 Min. Unit Disconnect FLA. 17 Packaged Rooftop Builder 1.39n Page 6 of 9 Performance Summary For 6T Project: -Untitled87 01/14/2015 Prepared By: 09:54AM Min. Unit Disconnect LRA ____....____..._ _ 100 Electrical Convenience Outlet ..._....._..__ ._________......___.__._._._...____ .None Outdoor Fan [Qty/FLA(ea)] -__..._ __.___.___ 1 10.8 . Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels,db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 89.8 88.5 88.8 125 Hz 85.5 82.4 81.8 250 Hz 80.0 70.6 76.9 500 Hz 75.5 66.8 74.4 1000 Hz 71.9 66.0 73.3 2000 Hz 66.3 60.5 69.8 4000 Hz 68.1 56.6 66.3 8000 Hz 64.3 49.9 62.7 A-Weighted 78.6 72.0 78.0 Advanced Acoustics 1 © 0 al O 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 88.881.876.974.473.369.866.362.790.1Lw B 62.6 65.7 68.3 71.2 73.3 71.0 67.3 61.6 78.2 LwA C 56.4 49.4 44.5 42.0 40.9 37.4 33.9 30.3 57.7 Lp D 30.2 33.3 35.9 38.8 40.9 38.6 34.9 29.2 45.8 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 1.39n Page 7 of 9 Performance Summary For 6T Project: -Untitled87 01/14/2015 Prepared By: 09:54AM 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. FanCu ve a' WIZ 111EMilitaingmF" 18 �■�\��,��,� 110ORPMKuume li. KINIEM11111 1111 12 Mil\ � l� g_)) ELM cn '°ors"^ ■MIEW�� i�\ MCFPM EMMEN itoBFP MINTIMIPMEIRIMENE11611 co CO 03 C6 CO 12 15 18 21 24 27 33 Airibw(CFM-tho.lsands) RPM=1448 BHP=1.95 MaximumRPM=1585 MaximimiBHP=3.70 Note:Pleasecontactapplicationengineeringforselectionsoutsidethe shadedtegion. SC-System Curve RP-RatedPoint Packaged Rooftop Builder 1.39n Page 8 of 9 b Unit Feature Sheet for 6T Project: -Untitled87 01/14/2015 Prepared By: 09:54AM Carrier WeatherMaker — 48TC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS 3,4,5,6,7.5,8.5,10,12.5,15 TON S STANDARD FEATURES P CLUDE: • Puron(R-410A,HFC refrigerant • ASHRAE 90 1 energy compliant a � i • Scroll compressors with internal line Weekend overload protection I • Sngle-stage cooing capacity control on 04-12 model -y., • Two-stage cooling capacity control on 08-16 models • SEER'supto13.0.EER'supto11.1 end IEER'supto/1.8 �- - • Acutrol1.refrigerant metering system • Exclu wire noncorrosi a composite condensate pan m accordance with ASHRAE Standard 62.strong design.side or centerdran .` mr • Standard cooing operation uo to 115`F(45•C;and down to 40•F(4•C) -down to 25'F(.4•C1 arth banter start kt. -�ec • Pee-panted extenor pa nets and primer-coated interior paneetested to r•_ 500 hours sa It spray protection - .- •? • Fusynsulatedabnet • Exclusive IOC sold-state control for on-board cleanest=with LED -- swotted,dose neon burner control ogc and energy saving indoor fan motor delay • Low NOx models that meet:alforna A,:nal,y Management Optional Louvered Had Guard Shown • Induced draftgs,heat combustion design • Redundant gas varveswrtn up to two stages of heating • Low pressure and reign pressure suacn protected. Al IIRAE MAINTENANCE FEATURES: • Access panels wen easy grip handles rUrO • Innovative easystartng.no-strip screws on unt access pinata Yi V�� • Two-inch disposable return aw filters and Tool-less fiber access door COMPLIANT • Seediiwevaporator-fan motor and pulley comb natcna • New enema!board facilitating simple Safety cirout troubleshooting and snpified control box arrangement WEATHERMAKER SERIES • Exclusive IOC SOW-State control for pn-board dogmatics withLED WeatherMaker(48TC}units are one-piece gas heating.@I@QI1C error coda designation,bumeroontreI logic and energy•sung indoor units that are pre-wired and charged with Puron fanmotoreelay. (R-410)refrigerant. They are factory tested in both heating INSTALLATION FEATURES: and cooling modes. and rated in accordance with AHRI • Thru-the-bottompaaar entry capability Standards 210)240(04-06 sizes)and 340/360(07-16 sizes). • Single point ga.and.Iectnc connections WeatherMaker units are designed In accordance with UL • Full perimeter base rat with buitin rigging adapters and fork slots Standard 1995.and listed by the Underwriters'Laboratories. • Fold convertible from verbal to horizontal airflow for slab mounting (16 size models require fold installed supply duct cover). Approved and certified by' STANDARD WARRANTY: • 10-year hest exchanger—15-year sianles steel option Gan • 5-year compressor 1-yearparts • 3-year partson Novaten Condenser coils—where available ur.dti•mnc.r•os • tlany optional upgrades also available rr Wn.«.r.. C US A.. OPTIONSINCLUDEBUTARENOTL$UTEDTO , ,r° owes... m k' • PreerLn °andRTUOpenAWIbProtoco lDOCControls ft.. Y+.r.o.A • Supply and Return An Smoke Detectors.mph static motors • Louvered coiidens.rcoil guards • Economizer,decornectandconveni ence outletoptions • Stainless Steel heat exchanger opton • Corrosion resistant coil coating • Hunrd.14124ra adaptive dehumidification system a vie Ole on all models with RTPF condenser coils—Motor Mester I controller mcwded Certified to ISO 9001 • striped access panels Fora complete fist of options and accessories refer to the Product Data Catalog for this unit. Packaged Rooftop Builder 1.39n Page 9 of 9 { `` ' . =:::..4..., �% L , lt , ,/��:i ' _x r f (_ .l+ • 's • ', ,_ y " f i�. 4 _4\ t .• a. 7lS•t � f - Y''s %• Z =c .;ti 'ii 1• H1 `y+ k•.. t flit• ; rte;'1.y p� 9 ,rL y 1+S .-s '' ,• . a ��, �� fit ,.' ,F r '' ; fffff/777)] , ' `t ty:,.., , A ',;T ��I r,t . _► r., '�;i ,4 ' . . 17 ' '.II.: . . It 4.17.'. 1111.1c-:; . , 4\ ., ■ a± , t ■ 1 ! j1 C 1 • � ,_ - ; % Pr -Y , -1.1 ' 1�a ! 1 IL ..- '-•r, 1.• it' i 4,41,,.- 'V' .4 • ...• Yr': It A - ,I t .. , i le j txf Z rtl - R1� - CD r i t 2T Project: -Untitled87 01/12/2015 Prepared By: 08:55AM RECEJVEP JUL 272015 2T CITY OFTIGARD BUILDING DIVIS101% Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Page 28 of 34 Packaged Rooftop Builder 1.39n • 1 • Unit Report For 2T Project: -Untitled87 01/12/2015 Prepared By: 08:55AM Unit Parameters Dimensions(ft.in.)&Weight(lb.)*** Unit Model. 48VL-A240403 Unit Length• 4'0.1875" Unit Size. 24(2.0 Tons) Unit Width. 2'8.625" Volts-Phase-Hertz. 208-1-60 Unit Height. 3' 3.9375" Heating Type. Gas *** Weights and Dimensions are approximate.Weight does not include roof Duct Cfg• Vertical Supply/Vertical Return curbs,unit packaging,field installed accessories or factory 40,000 Btuh installed options. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight. 337 lb Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger 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 48VL-A240403 Rooftop Unit 1 Base Unit Accessories CPHSTART002A00 Compressor Hard Start Kit 1 CPCRKHTROO8A00 240V Crankcase Heater 1 Packaged Rooftop Builder 1.39n Page 29 of 34 Certified Drawing for 2T Project: -Untitled87 01/12/2015 Prepared By 08:55AM - - - - - UNITED P.0.IOU 410 THIS DOMMII1 If 195 P1M11T0 Or 040101 COAPaA110N f41IIlS10x M tXtso 94g116s 0A*5008 1, TECHNOLOGIES f41ACNi0,IN All Is DIL IXIA7s UPON OHS FXP95X5 004117104 THAI I4F DOES CI 0003111411/ANT P(ArdWN[1 OA CARRIER 11301 (01ST X01 X0'1 501 1(DISCLOSED 41 USES 1t1xODi CAAtI[1 A0CIPIA5CF Of 00110400. f01/0411100'5 HUTi11X)006051. 6.15/14 21 4/16 6-15/16 1252.41 1541.11 0252.41 UNIT ELECTRICAL UNIT WT. UNIT xE1G/IT IN/MM CENTER OF GRAVITY IN/MM CHARACTERISTICS LB KG 'A' I 1 2 3-7116 1890(-01I424(040/060130 208/230-1.60 330 149.6 42-1/0 1070 22-13/16 579.4 15-5/16 380.9 1511/16 398.5' 107.71 1891(-/1)430(0/0/060)13/510 209/230-5.200/230.3.60 34? 155.0 44-1/8 1121 22-13/16 579.4 15-5/16 380.9 15-13/16 401.6 .11IF III 7-314 SUPPLY © IBVI( /NTA36(060/09D1601510 208!230-;23862030-3.60 390 110 0 16-1/0 1117 22-13/16 579.1 15-5116 388 9 16-5/0 422.3 169.!1 Rf TURN _ UNITS vOl1AGE CORNEA WEIGHT l0/R6 "'F A.1-'1 ,-.) - Y OPTIONAL •1' '2' '3' '1' ETN SU1PLY 104L1-061630(010/060)30 208/230 51.3 22.5 66.0 29.9 02. 44.9 113.6 52.4 13-15/1{ IR IIR 18911-/M)A30(010/060113/510 108/230 51.3 23.7 60.1 71.0 101.5 1{,S 111.{ 51.3 1-1 01 PEKING 504111-IM)A36(O6D/010113/310 208/270 56.1 25.1 132 71.1 112,1 51.2 137.5 S/.1•All 1104111-/N1A361060/0N0160 460 56.4 25.6 152 34.1 121.7 55.3 136.5 62.0 1Pd N-1/•4111 Or NOTE. ALL LADLE DATA RELEVANT FOR ALL FACTORY INSTALLED =I�6A7>NNN=m CCIe7sT41E 41AIL 1.1.16 IKM5S 1441 OUTDOOR COIL \� �� jr 101.01 WTION$fNCEPT fCONp112ER DUC OF DEI T 11 1750.81 �- r- �' �11 SIDE SIDE OF UDUT 2 150.01 ��\ ==�� BOTT OPPOSITE DUCTS 1/1355.61 • BOTTOM OF UNIT 1/2 112.71 04' . \... u 6 FLUE PANEL._ .... .............. ... ..... ..............36 1914.41 (152.41 1111 , © _ 110665 INC BETWEEN UNITS, POWER CxTRr$]OE. .. .. ..12 INCHES I \ UNIT AND UNGROUNDED SURFACES.POWER ENTRY SIDE.... ..36 (!14.01 1,1',,,A:'�i- v--OUTDOOR COIL UNIT AND BLOCK OR CONCRETE WALLS AND OTHER TOP VIEW GROUNDED SURFACES. POWER/!TRY SIDE . .._ .. .. . ....42 11066.81 WA=CLEARANCE FOR OPERAININI MO SERVO% INCNES 0117 F//P CO1t AC.!,. 36 4111/.01 POWER ENTRY S.DL 42(1060.01 IEICEPT FOR NEC REQUIREMENTS) UNIT TOP 40(1219.21 SIDE OPPOSITE DUCTS 36 1914.01 DUCT PANEL 12 1304.814 41 1MINFMUM DISTANCES.IF UNIT IS PLACED LESS THAN 12(30401 FROM WALL 31.711{- 41 (1143.01 SYSTEM,T-EN SYSTEM PERFORMANCE NAME CCMPROSIISfD, 1796.51 I 125.51 1 ~1111.31 DIMENSIONS IN II ARE IN NM --wl LECTRICAL LOUVER PANEL LOUVER PANEL ACCESS PANEL LOUVER PANEL LOUVER PANEL 1.1/6' 120.61 DIA. N.. • • •i..u�1..n.� POWER EMTRT •_ rr 4-7/6 1/8' 122.21 DIA. HOLE • �1}- /1123.01 CONTROL ENTRY 11 • • 1 [ [ C6T J 7 , 15-170 DUCT LT DUCT RK• 11518.41 1403.21 OPENING OPENING• 3-L0 • .2. 75-5/0 11110.(92 11 11.5/16 ,1363.{1 13!6.!110-)/16 loom_ • `•1� 4r� ISO ! 0__ I ) 00 ! I 250.07 l 1-1°T 16'6611 100 I 00J INF 12-13/16 COMPRESSOR LONER 111 4.13/16 3/16 PANEL 'E•-- . PANEL (122.21 14.01 [325.11 1/41[I?.7)N.P.T 3.7/16 325/8 2-1/11 GAS ENTRY 187.3] F 026.7 ^ 18-3/16 152.11 -mv 6-7/0 2).510�+ 9-7/8 DRAIN OUTLET LEFT �.LN�l� �AL�Ly (1224.01 1250.81 1549.31 1250.81 ~ 3/7/811622,21 DEEP �t soE VIEW 1116!01 FRONT VIEW RIGHT SIDE VIEW REAR VIEW OM 01/24/09 MUMS SINGLE ZONE ELECTRIC COOLING WITH GAS REHEATISNI 48V1500191 3.0 Packaged Rooftop Builder 1.39n Page 30 of 34 � , Performance Summary For 2T Pnojom: -UnhUad87 01/12/2015 Prepared By: 00:55AM Part Number:48VL-A240403 AR| SEER. - 14.50 Base Unit Dimensions Unit Length. '_- 48.2 in Unit Width. -__' -__________--_-_-__________ 32.6 in Unit Height. 39.9 in Total Operating Weight. _--------_---'---'----_---_'--_--_--------' --_— 337 lb Unit UnitVnVage'Phoe*Hertz. .............- 208-1-60,Diooho,ga� Air Vertical Fan Drive Type. Direct Actual Airflow. _ 904 CFM Site Altitude. 0 ft Cooling Performance Condenser Entering Air D8- -' --_--__' - --_- -- 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. 60.3 F Evaporator Leaving Air VVB. -_--' --_--_-__' 58.8 F Evaporator Leaving Air Enthalpy '2e.53 BTU/lb NmCooling Capacity. _---_-__ �� ---------___-----'24.05 MBH Net Sensible Capacity- - 19.25 MBH Total Unit Power Input - ---'---'----- 1.98 kW Coil Bypass Factor---'-_ _---' 0.040 Heating Performance Heating Airflow. _-__'_' ------__'--_- 904 CFM Entering Air Temp _--'---' -_---_---- __--'--_-_ 70.0 F Leaving Air Temp. -_-'-'-'-'--------'----_-_---_' ---__'_-_ 102.8 F GasInput Capacity. _---'-'-_-_ ......... ............... ...................... ............. ----_-_--'-_-_--- 40.0 MBH Gas Heating Capacity.--_'_-____' --__________-___'___.__ 32.00 MBH Temperature Rise. 32.8 F Supply Fan External Static Pressure- - ----- 0.60 in wg Options/Accessories Static Pressure WetCoil:-----.....-_'-........................-----_ ...............----'-.... ..... ........ .....----.... '-_—'-'--- 0.04 in~g Total External Static* 0.64 in wg Fan RPM- 1050 Fan Power __' -_. —_'_--'-_—'_.__._- 0.32 BHP Fan Motor Size,hp 1/2 NOTE. ___-�—'--_''_''-------___-____--_'-'-__--_'-'High Motor Electrical Data Minimum Voltage. 197 Maximum Voltage. 253 CompnesonrRLA. ________' --___'____- 13.5 Compmusn,LRA. __----___ --- -'--__-_-58.3 Outdoor Fan FLA(oo). _- -_-- ----- 0.7 Indoor Fan Motor FLA.--------------'_--'__ -----_-----_--'-'- 4.1 Power Supply MCA.----__---_------'----'----'-___----'----_ -------- 21.7 Power Supply MOCP(Fuse o,HACR) 30 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Packaged Rooftop Builder I 39n Page 31 of 34 ■ • Performance Summary For 2T Project: -Untitled87 01/12/2015 Prepared By: 08:55AM Sound Rating 76.0 db ' Sound Power Levels, db re 10E-12 Watts . Discharge Inlet Outdoor 63 Hz NA NA NA 125 Hz NA NA 58.0 250 Hz NA NA 65.5 500 Hz NA NA 71.5 1000 Hz NA NA 71.0 2000 Hz NA NA 65.5 4000 Hz NA NA 60.5 8000 Hz NA NA 53.0 Advanced Acoustics Ni m ill • : , • 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 1 4k 8k Overall A 0.0 58.0 65.5 71.5 71.0 65.5 60.5 53.0 75.5 Lw B - 41.9 56.9 68.3 71.0 66.7 61.5 51.9 74.2 LwA 26.2 _ C 0.0 25.6 33.1 39.1 38.6 33.1 28.1 20.6 43.1 Lp ' D - 9.5 24.5 35.9 38.6 34.3 29.1 19.5 41.8 LpA 26.2 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 Packaged Rooftop Builder 1.39n Page 32 of 34 • • Performance Summary For 2T Project: -Untitled87 01/12/2015 Prepared By: 08:55AM 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. Packaged Rooftop Builder 1.39n Page 33 of 34 t . - , qq CID tf, r ' 1,rt .:j F � el!`i J! 'Jj� �/ 1a ,C,I 0 4 fr F t'1 i _ -- i t. • • (6.IA \ i• ,— •t 1 1%:T., 1 ii,t :6� � i Yi 1 1 \ ---- ■ . r 1 _ , tC .� 78„,” t • � • 4,- iS , ,. . 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