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Report 4 L CONSULTING P ! lcom.222.4453 ENGINEERS F 3933 SW Kelly Avenue • Portland • OR • 97239-4393 lv www.vlmk.com .RECEIVED STRUCTURAL CALCULATION AC 15 2014 C OFTIGARD for BUILDING DIVISION SCHOLLS FERRY BUSINESS PARK BUILDING 'T' HVAC 10500 SW Nimbus Ave Tigard, OR 97223 for Reitmeier Mechanical . 19570 SW 90th Court Tualatin, OR 97062 CITY OF TIGARD " 0 FOR COD COMPLIANCE 4411Aitfis 11, pro, i may, .►\j, .. • 4 _ '2d(- -# CC' a W35CP i r':r I) (a, 0/sue 1 . 6,.,, A T , C= �%::, : • .. IA— t .411.17 Date= 2.-3 t.1: - + E„'T4. OFFICE COPY Prepared By: Tony Jenkins, E.I.T. VLMK Job Number: 20140698 November 24th, 2014 I Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement VLMK Consulting Engineers, Inc. Structural Calculations DC-1 Scholls Ferry Business Park - Building 'T' HVAC SCROLLS FERRY BUSINESS PARK BUILDING 'T' HVAC 10500 SW Nimbus Ave Tigard, OR 97223 VLMK JOB NO. 20140698 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Aerial and Curb/Unit Attachments Details S-1 thru S-3 Structural Calculations C-1 thru C-5 Roof Framing Design R-1 thru R-4 15T AoTT'!O YTID a3Piarli4103 aa00 J101 a w3riaii t ) sboyouIfgA DESCRIP111011 OF PROJECT I The 'Scholls Ferry Business park - Building 'T' HVAC' project consists of adding a new '"°' 11V` r i o a building located in Tigard, OR. This package includes structural calculations-verifying the a1equacy of the existing roof framing to accommodate the new Fi fAC ypjtasjell as detjjls:flor the attachment of the unit to resist wind and seismic forces. File G Acad2014120140698+Calculabons120140698-Design Cntena dons Page 1 Printed:November 24,2014 Structural Calculations DC-2 Scholls Ferry Business Park - Building 'T' HVAC DESIGN CRITERIA 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 25.0 psf Dead Loads: Roof (Panelized) Roofing (existing) 2.8 psf Insulation 1.5 psf Sheathing (5/8" plywood) 1.8 psf Sub-purlins (2x6 © 24" O.C.) 1.1 psf Joists (4x16 @ 8'-0" O.C.) 1.7 psf Glulam Girders 1.5 psf Mechanical and Electrical 1.0 psf Miscellaneous 0.6 psf Total Roof Load 12.0 psf Mechanical Unit New 5-Ton Unit (Model 48TCEA06A2A6-0A0A0) 588 lbs New 14" Curb (Assumed) 125 lbs Total New Mechanical Unit Load 713 lbs Wind: Basic Wind Speed (3-second gust) 120 mph Wind Importance Factor, I, Ir = 1.0 Occupancy Category II Wind Exposure B Seismic: Location (Lat/Long) 45.443193 -122.784346 Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations Ss = 0.974g S1 = 0.424g Site Class D Spectral Response Coefficients Sds = 0.721g Shc = 0.446g Seismic Design Category D Component Anchorage Factors aD RP Ip HVAC Equip 2.5 6.0 1.0 File G■uad2014 t20140698kCalculahons`,20140698-Design Criteria.docx Page 2 Printed.November 24,2014 • T \ .'O7.sq ae•R• teas. . . Ilk ' '- -11. iiiilk At G 1'' :AREA OF WORK ' ' \I, . ,, - -.il 'f" ■ . . . ., , . 10500 SW Nimbus AveNtgarc. OR 97223.USA. _ ,.. f ::.• ..., 1, Olt i , . •_.,.. _ •• W el IN E 1 , SCHOLLS FERRY B.P. - BLDG. 'T' , 1 i / S-1 S NEW 5-TON HVAC UNIT TO BE SUPPORTED ON ALL SIDES WITH NEW - OR EXISTING FRAMING(WT-718 LBS) 10500 n7G ( ,, b Tigar•, OR 97 23, U A f II' J J - ( -27; i C ) AREA OF WORK S-1 PI IMMO CONSULTING SCHOLLS B.P. - BLDG. 'T' HVAC 20 1,Q0698 E N G I N E E R S I 10500 SW NIMBUS AVENUE TMJ JCS DAWN PIE(X. 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD, OR - a503.222.4453 a vimk @vlmk.com AREA OF WORK S-1 503.248.9263 www.vlmk.com DER„ VERIFY EXISTING FRAMING NEW HVAC UNIT TO BEAR UNDER MECH.UNIT AS SHOWN, ON NEW OR EXISTING NOTIFY ENGINEER IF OTHERWISE. FRAMING ON ALL PROVIDE ADDITIONAL 2x6 CORNERS(WEIGHT—718#) FRAMING PER SECTION A. ■ (E)GLULAM BEAM AktA Ilk WrSig 49 J J J c a ' a ' d co co co • X X X Q � � W W W (E)2x6 SUB-PURLINS AT 24"O.C.TYPICAL 2x6 STITCHED TOGETHER / NEW CURB WITH 16d AT 12"O.C. 2x6 x 1'-6"SECURED WITH (4)-16d STAGGERED Ets -IOW • • • • fpSECTION C1 ENLARGED PARTIAL FRAMING PLAN S_2 1/4"= 1-0" S-2.dwg 24 Nov 2014 — 3:37 pm tonyj CONSULTING SCHOLLS B.P. BLDG. 'T' - HVAC 20140433 11/14 E N G I N E E R S 10500 SW NIMBUS AVENUE TMJ JCS YMW" P1EGan 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OR 1503.222.4453 mk @vlmk.com ENLARGED PARTIAL FRAMING PLAN S-2 503.248.9263 8,ww.vlmk.com UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (4)#10 x 1/2"TEK SCREWS I SECURE ANCHOR TO CURB I WITH(4)#10 x 1/2"TEK `,j SCREWS,TYPICAL a•, Imal Iii WOOD NAILER 16 GAUGE STEEL'CANFAB' '..' OR EQUAL ANCHOR,(4) i==6 ME UNIT MOUNTING CURB BY UNIT >. TOTAL,(1)EACH CORNER i c ON LONG SIDES OF UNIT �__� MANUFACTURER(14"HEIGHT) o um :cm '••' MINIMUM 2x P.T.LEVEL n mu GALVANIZED SHEET METAL "■' mu PLATFORM BY CONTRACTOR co COUNTER FLASHING I.., ,•I ism '••'i EXISTING ROOF SHEATHING, "6 El ROOFING BY OTHERS iii= REMOVE UNDER UNIT AS REQUIRED I OWN Tr --� ►'t 0 0 SECURE CURB TO SUPPORT FRAMING Fi Z WITH#14 WOOD SCREWS AT EACH Nr- CORNER AND AT 2'-0"O.C. SUPPORT FRAMING PER PLAN N MAXIMUM SPACING,SCREWS MUST ; BE LONG ENOUGH TO PENETRATE v ri SUPPORT FRAMING 2"MINIMUM I oo rn co 0 0 N 0 1 HVAC CURB DETAIL S_3 11/2"=1'-0" V L M K CONSULTING SCHOLLS B.P. - BLDG. 'T HVAC 20140698 11/14 Mtn E N G I N E E R S 10500 SW NIMBUS AVENUE TMJ JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OR 97223 v'mk @vlmk'`°m HVAC CURB DETAIL S-3 �',9,z 4 , %i; e www.vlmk.com P.M 11/24/2014 Design Maps Summary Report lag S Design Maps Summary Report C-1 User-Specified Input Report Title Scholls Business Park - Building T HVAC Mon November 24,2014 18:57:08 UTC Building Code Reference Document 2012 International Building Code (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 VII/III Ot•eaar l!i- 0 �++ ., i I 15000m Aloht# IL. 1 v_i o �f = ,N.= _. _ _ (eaverton f � , 1 °Garden Nome-Whit cord ; = . o U 10 0 k +a Milwaukee v �/y 210 w ��• y. r , 0 K nt°n Q - -. N 0 WI i 1 OMidway ! V 1 AMERICA - .,mapquest ®1, alati142.1e1 1i "kt, ®Ma est 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. MCER Response Spectrum Design Response Spectrum 0.98 1.10 0.90 0.99 0.72 0.99 0.64 0.77 0.56 71 w � 0.66 a 0.49 Y Y . 0.55 , fA 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 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period. T(sec) Period. T(sec) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the httpJ/ehp2-earl quake.wr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=45.44319381arglode=-122.784346 8siteclass=38riskcategory=0... 1/2 • i •CONSUNG '-ob "S Z. - Z"�f H T I V L M K E N G I N L E T E I R S Client gEirr1 t CArd 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 '°brvo.�1y�`I8 By P 503.222:4453 503.248.9263 Q oateloy. +4 sheet N° _ -+•-s .,.Sro w.a+... . ,.—...4--..,>•,.... "Fr.s R:ara<r•..i....rrs a x..,.. , 5' yn.,r+t _s r4::..+4..rwa•'r:1.•74/•A➢` .E:J ..r...411.1111.1110WIPc+s qRy.s•r............./.1.4.1.0.....r +Z.E.5 I i ____.__.__ - . 1 X31 C-wC ��xign ANC, jc p C1?12.utJy ,,,r li a ft fp� I g r • 71$ N i REc,P-t .4 i _ f+.L-t'4 : , 4 _.._: ..._...!_ ._......... F_ . • Q- lac QQ • PE 2 C n CHF'CK . 1 "r"?IOC- :-4 b r:1{r_R)ra..L1�S - . . t. i arts- r. Or , (,,�, ' t �;.., I zfSp (Z_FT) 19 f,F ; . I ,r 1 i 1 i , . -' t. 71 t 1 ..'... ..18.(>- . : ._ . , t. { ! r Iii..15...,. , • . 9 ( EFt-)/-8 —k- , 181) 1.9-.t42-). (3,1e,-)/8 , 0 M —FT , 1 , t ,........ imizz:14.-..Fr (17..4141) I(tj-: • .. :_ , , csiz) s411,S1(1...1.0: 1-.-.1%) - 7" • ..1-- , . a w- -ESL i . ; �. 1.1 r r , ;1,3 t 7' A . + (�,6 I .�pzo.8 �N'' ? Grp Z) C ! , _._ _J ., I 1....'... I I _ I F ; _._ i 1 . e';„r;;, .,.,x.z._.., ..r..k 1n.r w�:a,.r.•wr r-:.::1."AN.a+r.+11.rw r s',>'-►,11;'..+rc+,s�w c,.�:_...ig..........r ' r.+'•aarnrr+.r.�x_�.:.Y•.r a:�aw�rrr.ov�.:rt.+,.....a.r.rtnr•e a•r.s...n aw►'. Project Title: Scholls Business Park-Building'T' Engineer: TMJ Project ID: 20140698 Project Descr: HVAC Prinn'd 24 NOV 2014, 1.29PM Wood Beam Fne=Gt Acad24141201406961Calculations\purtincheck.ec6 FNERCALC,INC•1983.20r4,Build6.14 11.18,Ver:6.14.11.18' Uc.#:KW-06002728 • 'Licensee:VLMK CONSULTING ENGINEERS Description: Check of Existing 416 Furlins - CODE REFERENCES. Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set :ASCE 7-10 Material Properties / Ste— Analysis Method: Allowable Stress Design Fb-Tension 1,750.0 psi� Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 1,750.0 psi Ebend-xx 1,700.0ksi Fc-PrIl 1,500.0 psi Eminbend-xx 620.0 ksi Wood Species : Douglas Fir-Larch Fc-Pep 625.0 psi Wood Grade :No.1 Fv 180.0 psi Ft 675.Opsi Density 32.21Opcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D(0.275) D(0.096 S(0.2) I f if { ����"' ' x� z�� `�a - k" ut,�� iCF : 'zF' c # .H,,AF"- - r�:- zr ,,.: _,2,,21,. k 4 -,f,7#74:..'-'1,^ s" .4' rs1 '4 *. -�. -*7=7,`t' .1 I r_ - ,git , ` 4s4 t 4 , r-rk,�r .. R E 3 ++, < e.. �_°.�?h __, :.. v,BV.rr-t.. ?- __ .v f.r .>-at tY.ii €€.:LTi 'i-7F, w • 4x16 • i Span=25.0 ft Applied!Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0960, S=0.20, Tributary Width=1.0 Of Point Load: D=0.2750 k(a,18.80 ft,(HVAC DESIGN SUMMARY Desi•n OK Maximum Bending Stress Ratio = 0.952 1 Maximum Shear Stress Ratio = 0.501 : 1 Section used for this span 4x16 Section used for this span 4x16 fb:Actual = 2,204.09 psi fv:Actual = 103.72 psi FB:Allowable = 2,314.38 psi Fv:Allowable = 207.00 psi Load Combination +p+S+H Load Combination +D+S+H Location of maximum on span = 12.682ft Location of maximum on span = 23.814ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 1.005 in Ratio= 298 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 1.609 in Ratio= 186 Max Upward Total Deflection 0.000 in Ratio= 0<180 Vertical Reactions Support notation Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.500 2.500 Overall MINimum 1.417 1.556 D Only 1.417 1.556 S Only 2.500 2.500 l , Q cn� r+- 71` NOr- - : -\1 STOP‘�A t_ )7=_,.Vp1 n,C,, P\t-o,P,r1t� U ri u- o 'ror_ �,F. , o� 1�C."-C"-rL- ; Tj1p1 cf\t_ 2 1301 L-D1 r )G.S OC ¶u I S Pc-L"€__ V L 1VI K CONSULTING P 503.222.4453 Job Scholls B.P. - HVAC E N G I N E E R S i 503.248.9263 Job No. 20140698 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 F vlmk @vlmk.com Date November 2014 , W www.vlmk.com v2.04-Software Copyright 2014 VLMK Consulting Engineers. All Rights Reserved. Sheet No. c-—9 Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 TYPICAL SCREEN WALL. .,--- ,,,,,,://,'A / W 4,6) .° s ' F C. 3 -- ' h H ilF7''' TYPICAL MECHANICAL UNIT Qt f ' W .S / B H s 0\C° . --✓ '-'V 41 ;;''..44 Exposure Category [Section 26.7.3] _ K:t = 'if--,10 t 4 s 7$1 Topographic Factor [Figure 26.8-1] Vim- =E �r�'G'r,i ',' Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, &C] B =°x e h Ilti .'..4i Horizontal Dimension of Building Measured Normal to the Wind Direction h = Mean Roof Height of Building (Eave Height If Roof Angle < 10') HEIGHT =;;` �+E y":. Height of Rooftop Structure or Equipment WIDTH = fi. . k.a. r '6 Width of Rooftop Structure or Equipment, Perpendicular to Wind DEPTH =paw Depth of Rooftop Structure or Equipment, Parallel to Wind H = 17.80 ft Height to Top of Structure or Equipment a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] Kh = 0.701 Velocity Pressure Exposure Coefficient [Table 27.3-1] Kd =' = 1-a c' Wind.Directionality Factor [Table 26.6-1] qh = 0.00256KZKAKdV2 (1.0W ULTIMATE LEVEL) [Equation 27.3-1] qh = 23.2 psf Velocity Pressure at Ultimate Level [Equation 29.3-1] 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] Ar= 17.4 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 24.2 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) Bh = 4500.0 sf Building Area Normal to the Wind Direction Fh = qh(GCr)Af & F„ = gh(GCr)Ar [Equation 29.5-2 &29.5-3] Ph = 44.2 psf Horizontal Design Wind Pressure (1.0W) pv = 34.9 psf Vertical (Uplift) Design Wind Pressure (1.0W) J V ■ . Al K E N G I N E T E R S 503.248.9263 ch Job 101s Bldg.T - HVAC Job No. 20140698 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vimk @vlmk.com Date November 2014 www.vimk.com v2.30-Software Copyright 2014 VLMK Consulting Engineers. All Rights Reserved. Sheet N4. G`� Mechanical Unit Anchorage Design Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT I X Seismic Parameters •3. 4 • - Site Class = 4 r rt Design Site Class CG Sos ='' 4:•;v;,r Design spectral response acceleration II I'CR Y AP =44MM [ASCE7 13.5-1 or 13.6-1] Ycg{ Rp =p*a N.,1-'-=' [ASCE7 13.5-1 or 13.6-1] ll Ip=4,,,,,,M,a 1 :1 [ASCE7 13.1.3] z =MEME(ft) Attachment height from base of structure I Xcg I h =;,-,7,, ,,,„:7;L (ft) Average roof height of structure from base PLAN VEW Wind Parameters [ASCE 7-10] PwoR1z. =titfted(psf) Design wind pressure (psf) 1.0W PupuFr=iI_ (psf) Design wind pressure (psf) ..EVG Mechanical Unit Parameters Wp=WI (lb) Unit Weight zcg X ...e. ;,..171:;1 (in) Base Dimension (max) ' ' Y=ii; {, :-,(in) Base Dimension(min) Z =1,.f-t . . (in) Height of Unit SIDE VIEW Zarb =r404(in) Height of Curb, where occurs -.. '` ffit in Center of Gravity Xcg - ilF..t�� c.p( ) Ycg =rf; Unit Report For 5T Std Eff Project: —Untitled86 10/29/2014 Prepared By: 11:17AM Unit Parameters Dimensions(ft.in.)&Weight(lb.)*"' Unit Model 48TCEA06A2A6-0A0A0 Unit Length- 6'2.375" Unit Size' 06 (5 Tons) Unit Width. _._..._...3'8" Volts-Phase-Hertz. 460-3-60 Unit Height' 2'9.375" Heating Type' .Gas M Total Operating Weight' 588 lb Duct Cfg. Vertical Supply I 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 eJtri/ YET" d Gas Line Size: ..._ _ . 1/2 Condensate Drain Line Size. 3/4 Return Air Filter Type: _...._ .....__....Throwaway Return Air Filter Quantity. ._._....... 2 Return Air Filter Size: 16 x 25 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 48TCEA06A2A6-0A0A0 Rooftop Unit 1 Base Unit _ Medium Static Option None None Packaged Rooftop Builder 1.391 Page 4 of 38 Certified Drawing for 5T Std Eff Project:—Untitled86 10/29/2014 Prepared By: 11:17AM MOTE3: 2011Ir 2).0 N)t)MA I4 1 YJC�NO2 :110•101111)II CN 0200 pXPFMiiFX �1 {I6� M-1-104----T--11— 1FC RXr1^11(5 1110584 1r 11;D[11H•/B Nw[f[VNff CpPITL]))IR!)[ yI rea Zsg tI 1[gaTV 1 DIMENSIONS AAf 11 IMix:S PINE"'" t+N 1Tf tl NOr R Ol]tt([[F C1 sS[P•li►l ost[r p1I iN F 1 ARI IR NI1110CTE1$. 3])/a Wit (500140 1i,i1 AIItl)'1 MIxI tARt1). A[tllri-II ft ran+/,. 76TC-504 18111 U72) --..___..._..._._.....__—________ —__..—___..._ —...._._..___.__....._.__.___—._.-__ 2 go CCMgM OF WATT -- tO1N£fT1O1 5111%457'-503 16411 II))111 — Y A 1 311.2351 2)25 PULP MAR WRY 1WIC y mown of AIR rm. 16T0 A66 S3)J/ l4 ill I61JI (3171 0 2' 1101.IA POIFP urn,.RND[AW? AITC-A07 11 )/1 IAN C 1 211' 1511 CIA ))ATM;ACCESS PL05 11 OSI 1 1 1711 ______—_ - — I 111' 122)/IA PITLD CONTROL 010106 1101E 33.3)5 714'-IA APT.ONO£RSAT{60510 2011 1 { 112'-14 101 6A5 CORRECTION 1 . -1 6 1/2'1141 PEA 00010 SWIM 2)0005-031 31.11, .__._____.., r ECOoONIur0 MUD 76 — 111al t7P1IOl*1.) 16061 MAN*CCES".PANEL 1000-414-64S1 EMT • trOOE-LE;SI Ct° + )1(54 20215 IICO0IAE1 FOR 051 I ACCESS CONCORD' —_ —�. ,R011IR00loll. 443561 •PARO I roll ��ss� 1 720+EADF.O WIRE 210'0 XOi[ 10500E COI/ t 4000027 ,)14 ISt •1245 INS}./ Atf113 PAMit �- 1 �� �{ / la. 140 1/11' [22.21• 1=1 �/, !^•`\ �� .310 10-7/8 ♦ } 112' 24Y i/8' I22.2J ?q� 1'�I IN21 121[7 T 1 lll• 1611,0131 PORER 1 118'126.41 _ _ y 0E10RR AIR—y I PITON :Tien— __ � _Ml 44 �1\ i AIF 12••)6031 1/2•rP7 6AS 1 1710.631.03 P 7)la.-I 1.2211 \ �L �,� --_..._S POR•1011-1118.-SAS(PAN'FACTOR?OPTION. BACK 1 0 1 1 I '%' (( '—"T— flr11161 FOP 01[1 1,1,A 1 ART iMY11E0 (I £ALT.— SEt E[1 1112010 1:1'OA 427' TIP _1 — 40114025511 1/.3/4 I ( RR 21500. DI L0DU16 OR 01214 SIIC 110111 '— ----..6 WEN 4PCNIP6 14511 )80)1 35.T'I�3 314'/PT 101$cum •2 i ,0 6ASEPw 2i-11I 177115 0U2)PLY •� RA06E 1 FIf?101. SWDI.T 14910 LI AIS 1 107 ) AIR --i"---`----�_.. —..—.. us+1 if-11 13131 13121 ; �I _� 1 fill! {3631 {3111 SCE IOU THE— a-Ili ! I OAS(C0A01 1137' I.___{...___L.._ j-- --j— _. -• _ i _I --.. 3.348 -- ;2-I16 -- 1631 -- 'S \--nor 13071 16161— IIOP: .1.7 J [1 11 * 1 4-I0 ID-Ill ■ 11161 17631 S 132r A /1041)1654 `i DISCOXNE �( 1'[1104 I COMDEII.SER r0AIA0t 001 'NCC100 0(0U[N 1'TD. ` 211(0 [Oft A,, A 415.1 PANIC iro i3 �S' • f COXOISATE _ .._../ --� rRA1N� hJ 11 22.(1 - - 1131/ j�;jC6 . 1GFT310E t}Pr;DNAI II i 0541'11 OPFJC011 N DI A % AIP El IKIAENCE _ Mill FACTOR/ I ..I.. _ - —F H. 4-NANDtE 12X�;A I .'UPPL'All •CCMNtM1F.IN•E I!iI I4lU 1 OUTLET fI t GTSfOXIEfi I 4 gtll •_la 0 6.tla -l� r ,sue 1 1 E1..a —.34 11661 a�J` 1)551 II�PI=I� •+_..__..___.—__I 3.317.I NANM E—I 3.118 1 4 •1531 41.311 ---10.116---- 12131 11681 11171 111811 11641 (1521 ....___...._._..__._.___._.-._.._. IA-31a—_ --__.______ 46.3// IA-Sal __.___. _..__1681)._ 31 114 DARMETRIC I [7631 QUIFF 08 ^, fLOt 1( �+ LEFT A RPtr t E£rr#t FRONT RIGHT AtF Mr IAn rwOXire 48TC 04-07 SINGLE ZONE ELECTRICAL. nr 1 a 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48114500993 5.0 Packaged Rooftop Builder 1.391 Page 5 of 38 Certified Drawing for 5T Std Eff Project:—Untitled86 10/29/2014 Prepared By: 11:17AM INIrit6 7.I.i4 1r1 Tat 60fM6IT II In MOW,0 rurgr trI Y I tne+m199 r 91a 9e Ir.s a 9a Wllt _ 1r 1 {{{ppp _'---- I �TEC1i60LO61a MOM h 'A 11 r rit4 "1!1"M"C°9111 wr/� 00b M1(1.411146 r111 271rOlUSI[Q 5th. UNiI CO@NL@ C0111ER f WRC11 COIINE@ —'— --__-_— tal n8 9m ret r 9rul1YD a nu 19911 cm'n U9g1L6 sun /t.TrtrR[dr rrltltl 0911 @116x1 KIOHT 131 KURT 1111 KNIT 10 11E1gN1 16r C 6. NF1gg1 <1MrA7161.7MIIIIII;.61tt9r. L6;.i 36. 185. 10 185. 9 0. LB:. 86. 185.' 64 3 7 I 437.-661 483 7 233 111 50 125 57 131 34 III i 53 31(96l1 73 15047 11 313(4161 4610.005 537 244 121 50 139 13 145 05 121 A 59 39(bil 21 t5(7441 (1 113=1--� 1010.008 563 350 III 51 117 67 154 70 137 1 it 33 19411 73 75141 17 1(4(1401 1310.001 031 796 156 56 106_ 16 '176 NO 157 I 71 39 1.111 73 75641 20 1711 15111 CORNER A CORNER 8 o • 1 ;,ii f 9 CORNER D { 4 CORNER C TOP CID Ilir ------• I 1111 1111 L r r P FRONT 1 W iRT7 6`" r - *r+ 4$TC 04-07 SINGLE ZONE ELECTRICAL 6" t a 2 11-24-OS 1 09-29-08 COOLING WITH GAS HEAT ( 4RTM500 .. r� 0 Packaged Rooftop Builder 1.391 Page 6 of 38 r • I • TABLE NO.25-A-1—ALLOWABLE UNIT STRESSES.. TOUGT1JJ AL LUMBER'..—(Continued) Allowable Unit Stresses for Structural lumber VISU KAPYPTIfjl (Normal loading.See a.$so-;Section 2504) ._ r k; .�.,..-tL...-�.,......_.__ .—r._,.r,_....�ALLOWABLE UNII-STRESSES4N.P.OUNDS,PER.SOUARE•INCH•-y-• , °...._ �ixt. REME FIBER IN - ,- i _ •.� v _'T".....�._,� `!n4.:. :y ENDING Fa,- r" s +.. 1 boo 0.s-i t - ,...lr... .,.�.,_...rE c�¢ni![1 :-..1_-...C�Ar!!k-d ` n ! �,, r !,SUE Silrole R may! per- ailn 1 .ULU!S t)eR•gD epiitlIN0- Pi eel= Horizontal I Pendicular 1 PaiaNeI t A . ! UU I SPECIES AND GkASSIF1. : member rnatttpar to Grain Shear to Grain to Grain 1 ELASTICITY 1 WHICH '11- I COMMERCIAL GRADE TIoN _ Ua}*. Uneto Fr„ i F, i F,l 21 1 FQ E?! GRADED � y If4-L Sur L i`b0 SAS FIR i.,4REtN Dr� aoed:�n; l9%.ma:_ra s� r ' r } ._1]erili-select Sttvhitur'fil i 730 ! 1850 t_1,900,000 �[ ct SL u lturel«:.� �.. .. 2100 F � �-J---1200-c-.---95-----i-.r. ._i.-....--•1600__ 1800;000 +a o..l ..�_... . 4 1 1450 1 >t.111 o. ._ • 1`� Y CON' ,11 rr r t 1050 95 b�5 1250 r�r t 1 I15eitx No 2 +___.. �J71.1 _1 .! _..1 J ._2�__:i_� .730. ...............1150.__4— e t 6:r r UQ Mr, _�.. _ 1 i • 114 1t & ) 95 - /00D t1r7U,111 l v 6'Q o 1 1 a 1 ,k�lY 7 ; 5 46335 1 1 • 04„11,..1,r . 25-- s • -,�A� dralet° t I:rE`Y ? !T 5 1 111-/r • ;- 3 1 '' f....-. .;3. ail �S { 95 ;035 } i 1! o��r F r i'r aad 3 I . .27-to.r.. ....i .i - -_r _.tG25 ....__4_,....._....".65.—.....,. _.lof'j0._.y..r1,S00,A0 ( ! pRBr` _ s t thick^c ? 1 7,3 350 95 -.6;1 5 ;l+ ,„coral ttmegh•9, ) _ • - 1 a )Yi;, -i :i?cwide ,I,IT . ,.,..5 f ;l75 $, 45 - 11.�e< p 11'13 I O r +ar :r y�� 1 t r`y 15 end 16) . t - :Sir .._ rw_.~ .-.--.._.,_...j !.1 1411 L 1 1 i ( ■ r r 30 't m IS It ;?- tntctur'a) 230.... 1bS0�- 1-- L,A00800 ! t o.:l 1.11 1 i.. i 9, [ 625 1 01 111691:160,) .2 Loo �p0 i CO I s ! !: , ri r•i i f a95 .70 :, I 1!011* , .ss 1 s iNo.2 — . , �� 1 alp I 11 r 211'5 _915 730 0 1,/IiAp0 * 1 I r1 b c�.I 0.o.1:t! !s r..31P.d ANA = ' - :°1 l '3 ,b - ,,7ft 101 x _„R? �ce 1 u+tr .:�. ..„r 1 r, ?t. i .'''s. `1' 1! 1000 95 625 1500 i 1,8,000 aii A -, L r. _ - -- _ _._ . _ �� . m T 3T Std Eff Project: -Untitled86 10/29/2014 Prepared By: 11.17AM RECEIVIiP DEC 15 2014 CIT/OFTIGARD 3T Std Eff BUILDINGDIVISIGN Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.391 Page 12 of 38 Unit Report For 3T Std Eff Project: -Untitled86 10/29/2014 Prepared By: 11:17AM Unit Parameters Dimensions(ft. in.)&Weight(1b.)*** Unit Model:........ ._.._...._._48TCEA04A2A6-0AOA0 Unit Length:...._....._______............_..._..._..........6'2375" Unit Size. 04(3 Tons) Unit Width 3'8" Volts-Phase-Hertz:__._ 460-3-60 Unit Height .2'9.375" Heating Type: ._.... ....Gas '' Total Operating Weight 505 lb Duct Cfg: Vertical Supply I 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: _.__..._............_..._..._112 Condensate Drain Line Size:_..._..._..._..._..._.... 314 Return Air Filter Type' Throwaway Return Air Filter Quantity. 2 Return Air Filter Size:......_........_..._.._ 16 x 25 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 48TCEA04A2A6-0A0A0 Rooftop Unit 1 Base Unit None None Packaged Rooftop Builder 1.391 Page 13 of 38 • Certified Drawing for 3T Std Eff Project: —Untitled86 10/29/2014 Prepared By: 11:17AM NOTES: C2,0,„,:44„"4,17. (41ll IOf6N[n IS At 14R.TT OR C6Al[EI COA/Mn11611 6 1 6(L n.t6 6M11 n[11066:1 camtt4 16 7 IV u.eg 10.g gE Trks r IOE6gis 1. DIMENSIONS OE IN [ICXES DIMENSIONS UNIT J • A cn>Im riLL 4r 6(61/61010 a Oro W[Tx41 e.rm 41s 661 C TITJTO 236[1 PGIT A[6 ON IN[ I ARE IR MILLIMETERS. ))3!0 16 sl6 CARRIER IstE1 EIRPO.n Ia'l IITTT(A CONSIST K([n.KE or canACr. IelC-601 18471 161)] 2,9 CENTER OF GRAVITY ' 0 CONNECTION SIZES 3136,3115 /6TC-A05 1 11 3771!1 3. DIRECTION OF AIR FLOW 4STC-606 33) A 1 716. 1351 DIA FIELD POWER SUPPLY HOLE [6/7],6 34 13771 TIA 6 2. 1501 DIA POWER SUPPLY NNOCNOUT 48TC-107 rum 1A 13171 T/e C 1 3l 4' 1511 DIA GAUGE ACCESS PLUG [INS)) 77P��� 33-llb D 110. 1221 DIA FIELD CONTROL WIRING MOLE F----1 teie] E 3/4•-14 MIT CONDENSATE DRAIN --- F 1/2•-14 NIT GAS CONNECTION - —�- — -- 1 . '' o 2 1/2• 1641 DIA POWER SUPPLY NMOCR-WT '•• 32.1/4 ECONOMIZER HWO 1618) (OPTIONAL) 16 [/O61 I FILTER ACCESS PANEL I TNRU-THE-665[CHART ITOOL-LESSI ' COMP + THESE HOLES REW IRFD FOR USE • ACCESS I CONDENSER CRRTMP100101, 003601 I PANEL COIL `. THREADED WIRE RCO'D MOLE • ACCESS PANT i �` ` CONDUIT SIZE USE SIZES IMA7.1 ACCESS PANEL - - - N 1/2' ACC. 718.122.21 •--_ -I—_—_ /652) 10-1,6 ♦ 1 112' 21V 7/e'[22.2] _ nn 0 '+�I�'�I�, RETURN RETURN I • 3l F• 1001,0031 POWER 7 1l6•[26.11 y.0. —1�— ��14/1£� II •',�411�ti1 /�J�I_ - AIR 244 10031 1/Z'FPi GAS 1 3/16. 130.01 111171 • \ .\� -�'���/ T - 2-5/8 �� FITTINGSUFOR EONLYE NAT, IA 2TAARRE PROVIDED BACK 1671 ° , CORE ' - "W CONDENSATE) 17 /4 FOR SELECT PORES. DEPENDING ON MIRE SIZE WIDTH 1 •T DRAIN OPENING [4517 11 (0011 PROVIDES 3/4'FPT TRRU CURB TYP 1 IN 6ASEPAN SUPPLY 26-1/2 21-318 78-110 1[ Z AIR [673] [1111 SUPPLY FLANGE I FITTING. [4511 I i I AIR 16-1/8 1/-111 12.111 - • J [6111 [3113 1[23121 SEE THRU IHE 6-1/4 } I I N RASE CHART •[1571 . i ..II .- 1 --.. 12.118 L.-- 3-3/N [ 61 -/ FLUE 13071 63 (EST R [1001 TOP le-v2 [4101 4-5/6 10.1/2 1.111 11181 [2661 LECTRICAL 2316/ j ��6�r _ I DISCONNECT I - - LOCFTION CONDENSER —— �I CONTROL BOA INDOOR ROVER E STD. I ILTER COIL —A, ACCESS PANEL ACCESS CONDENSATE --6. —— DRAIN 1 251/e I. 1['I OPTIONAL -_ I ® I NETOR I / OUTSIDE 16-3!4 NET UNX FACTORY OPT IOMOL AIR INSTALLED I-_ 1f-112 FACTORY 11-3!8 11211 I AIR i FACTORY ——— I [1/11 INSTALLED DISCONNECT rHAXOLE 128!1 —I, SUPPLY AIR— O.I I I531� 21-1/l IBdi� _�Fi 11661 - ;100 u L—J. (](]Y' f 55) =! 3-3/4 HANDLE -8.3/8 6-5/8 7 1951 46-314 30-116 (213) 11681 11771 6 [11671 [1611 [152] 71-318 ti 26-311 ne/S 11611 BAROMETRIC 31-1/4 RELIEF LEFT [7931 FLOW FRONT SUPPLY AIR AIRUAN RIGHT 66(17 411 1611416(1 48TC 04-07 SINGLE ZONE ELECTRICAL 6c6 1 OF 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48TM500993 5.0 Packaged Rooftop Builder 1.391 Page 14 of 38 Certified Drawing for 3T Std Eff . Project: -Untitled86 10/29/2014 Prepared By: 11:17AM 4* UNITED v R ROD 4RR TRIO 1111DT IS n[rrprlr15 HI cur[[[CDRPM IET SHRFISSid a 4[[E MOMS d W(URr❑ STp, UNIT CORNER COIINER CORNER CORNEA 3LY-�,TECHHOIDGI ES sr.RCls[,rr HID(S S�MHONED RR IEt191 01 MID ITI0N THAT IEEE R X.1 rRi[asrI SE rerr rcnnwc[a 1117 RE E6NT RANT 1A1 WORT 111 IEI6Nt 1C1 WEIGHT IDI C.G. NEIGHT ''�11//CARRIER Our CCRROMII0R1 IRMO=FIT. 1[[[rrRr¢or canr[T, IBS. KG. LBS. 16. LBS. K6. IBS. KG. LBS. K6. I 2 2 411TC-004 413 211 111 SO 125 51 131 59 114 S3 31[9911 23[5141 14 3/4 14161 IITC-405 531 244 124 54 139 43 145 II 121 59 39[9111 23[5041 17(4321 411C-406 HI 250 131 - 59 147 61 154 TO 137 62 39[9911 23[5141 17 1/1 14311 41TC-4101 152 216 150 60 119 74 110 10 151 11 39[9111 23[5611 20 1/1 15111 CORNER A CORNER 5 r" - -- 1f111 � O a . 1 �/ �� • CORNER D `' - ' CORNER C I TOP • 111111 „. • z O g'l00 I I .I. I: : 00� FRONT SHUT III) 1NRNC[RI 48TC 04-01 SINGLE ZONE ELECTRICAL REV z oT 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48TH500993 5.0 Packaged Rooftop Builder 1.391 Page 15 of 38 Certified Drawing for 3T Std Eff Project: -Untitled86 10/29/2014 Prepared By: 11:17AM Service Clearance • C08537 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(914mm) •Surface behind service-It electrically non-conductive(e.g.,wood,fiberglass) Special •Check for sources of flue products within 10-ft.of unit fresh air intake hood 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-R.of this unit's Slue outlet NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. CMUa 1.2 Packaged Rooftop Builder 1.391 Page 16 of 38 Performance Summary For 3T Std Eff Project: -Untitled86 10/29/2014 Prepared By: 11:17AM Part Nu0Ober:48TCEAO4A2A6'0A0A0 AmsEER* --- 13.00 Base Unit Dimensions Unit Length- 74 4 in UnitYNd\h• � _ 44.0 in Unit Height. 33.4 in Operating Weight Base Unit Weig 483 lb Medium Heat. ----'-_-' -'-_--� 13 |b Medium Static Option----_-----_ ---_---- ---- -- 10 lb Total Operating Weight- 505 lb Unit Unit Voltage-Phase-H 460'3-60 Air Discharge- _ Vertical Fan Drive Type: -' Belt Actual Airflow -'-----_-- 1200 CFM 8i!eA|mude• ----' 0 ft Cooling Performance CondenserEntering Air DB:......'--.___....-' ............................ ......-....... ................. ___ .......-_'--- ......95.V F Evaporom,EmeringAirDB--� 80.0 F Evaporator Entering Air YV8�------_ 67 n F Entering Air Enthalpy: ___---_- 31.44 BTU/lb Evaporator Leaving Air D8 --__ 59.7 F Evaporator Leaving Air WB: -'__- 57J F Evaporator Leaving Air Enthalpy:.._ -- 24.84 BTU/lb GmasConingCepaoty*- . 35.65 MBH Gross � m 26.25 MBH Compressor Power Input 2 48 kW Coil Bypass Factor: -'__-- 0186 Heating Performance Heating Airflow. -- _--__--- 1300 CFM Entering Air Temp- 70 O F Leaving Air Temp- -'__'-----_--'-'-___----'-'_--_-_'----__-----'141.8 F Gas Input Capacity: --_-_ -_--- 82.0/115.0 MBH Gas Heating Capacity* --_---'---- 93 no MBH Temperature Rise. _ 71 o F NOTE-� -'---_-_-____-_--- SecondStago Supply Fan External Static Pressure- --__-'_'-'--__-_--'-------_'--__�'-_---_-'_--'__'-' 0.75 inwg Fan RPM* 933 Fan Power:. ___ V.55 BHP NOTE� Selected YPN0 RPM Range:770'1175 Electrical Data Voltage Range'----' 414'5n6 Compressor#1RLA- 5.8 Compressor -- -'--'----'----- ----'----'---'-__---'-__-_- -__ oo Indoor Fan Motor ED Indoor Fan Motor,u° 2.6 Combustion Motor -- -_-__ 0.25 Power Supply MCA• --'--'-' 11 Power Supply MOCP(Fuse or HACR)- _----_� --__---- 15 Min. Unit Disconnect FLA�� - 11 Packaged Rooftop Builder 1.391 Page 17 of 38 • Performance Summary For 3T Std Eff Project: -Untitled86 10/29/2014 Prepared By: 11:17AM • Min. Unit Disconnect LRA. .............._..._..._..._..._..._.. _............._..._..._......._ _ 49 Electrical Convenience Outlet.__._.._......._..._.._.._._ None Outdoor Fan [Qty/FLA(ea)]. 1 /0.8 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 84 9 86.3 90.6 125 Hz 78.0 75.3 80.9 250 Hz 67.9 60.8 80.2 500 Hz 64.2 60.0 76.0 1000 Hz 60.9 59.5 74.6 2000 Hz 55.4 53.4 71.3 4000 Hz 56.7 48.4 68.5 8000 Hz 51.1 40.3 63.9 A-Weighted 68.3 65.8 80.0 Advanced Acoustics O 011 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 90.6 80.9 80.2 76.0 74.6 71.3 68.5 63.9 91.7 Lw B 64.4 64.8 71.6 72.8 74.6 72.5 69.5 62.8 79.9 LwA C 58.2 48.5 47.8 43.6 42.2 38.9 36.1 31.5 59.3 Lp D 32.0 32.4 39.2 40.4 42.2 40.1 37.1 30.4 47.5 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 1.391 Page 18 of 38 Performance Summary For 3T Std Eff Project: -Untitled86 10/29/2014 Prepared By: 11:17AM 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 \ \ 1XCM4 \ +10:RIN \ \ 150p7PM 18 16 \ \ \ 3.00B HP 900RF M . 12 \ \\ 1 \ \0 1D \ \ d -70piPM \ \ \ -5:074:M (2 \ N. � 07J1 1 : o m 03 06 09 12 15 18 21 24 F - Aiflcw(CFM-lhousands) RPM=933 BHP=0.55 M<vcimu nRPM=1175 MaximumBHP=2.40 Note:Pleasecontactapplicationengineeringforselectionsoutsidethcshadedregion SC-SystemCu ve RP-RatedPoint Packaged Rooftop Builder 1.391 Page 19 of 38 Unit Feature Sheet for 3T Std Eff Project: -Untitled86 10/29/2014 Prepared By: 11:17AM • Carrier \VeatherMaker — 48TC PACKAGED ROOFTOP GAS HEATINGIELECTRIC COOLING UNITS 3.4.5.6,7.5.8.5.10,12.5.15 TONS STANDARD FEATURES INCLUDE: • FL on(R.410A.)HFC refrgersnt • =.S-1 AE 90 1 energy cang1ert ® • !�� • Scrokcampressors with intern/it int bras&and Daericiad p•otect.D- • Smale.etege Cod'^g CepeJty comic;DTI 04-12 nlpdeis • Two-stage cooling capscity control on 09.15 models • •—rQ • SEER supto 13.0 EERnup to 11 1 and!EET'aupto 11.8 l • Acutrol•refrigerant metering system • Excusive noncanosve composite condensate pan r-ad n darda ^e • •1..•. ASHRAE Stanysro 52.sipping design.side or center d•a:n • • Stendatl cooing operationupto 115•F;45•C.and doo.,to .3 F,c-;.. • I - • -dawn to 252F i-4•:,•,k,on meter styli • Fre-pa':nteye4e60r poneaa ndpreow-ooetej fite•io•panes tested to • . • • 500 hours salt sera,protection i.: • Fu l!!,-in su;ated cabinet • Exclusive iGC sowd-atste contro•for on-board diagnostics wars LED error code designetion bums,COMM'logeandene•a;sovraa moo• `.'�• 1 fan motor-delay • LDS ivC x rrtOdels that meet Cstfom s.Ar Cusing Menaaement Optional Louvered Hail Guard She.•.n • induced draft-gas heal combustion design • Sedum dent gas vsfves with up to two stogies of heating • Low pressure and high pressure smch protected. ASHRAr MAINTENANCE FEATURES: • :access panels with easy grip handles Puron • Innovative agcy sty rtna.no-strip screws on and somas paneas • Two-itch aisp Peel) return sir filters end Tooi-less fit 'access door COMPLIANT; • Bet drive evaporstor-fan motor and putieyoomomatone • fiea-termins+board facilitating srnpie safety cre &troubleshooting end simokfied control box enenaement WEATHERMAKER SERIES • Exclusive IGC solid-state control for on-board diagnostcsw:an LED WeatherMaF.er(48TC)units are one piece gas heating.electric error code designation.burner Control loge and energy saving indoor cooling units that are pre-wired and charged with Puron fan motor daisy_ (R-410)refrigerant. They are factory tested in both heating INSTALLATION FEATURES: and cooling modes, and rated in accordance with AHRI • Thru-:he-bottom power entry cspsbiity Standards 2101 240(04-06 sizes)and 340/360(07-16 sizes?. • Single point gas and electric connections irveatherMaker units are designed in accordance with UL • Fui'perimeter base n+•w•itn built-in rigging adapters and fork.slots Standard 1995,and listed by the Underwriters'Laboratories. • FKId an venial*from venial to herCOntal*rime for slap mounting. 116 save modes red ure field mats Ned supply duct COVE.) Approvedand certdiedby: STANDARD WARRANTY: • 10-year hest exch anger—15-year sts)mess steel option ® • 5-year compressor • 1-year parts • 3-year portion titivation Condenser coils—wrere eub*abte • Msny optional upgradesslso sysaabie 'Y Min nriwr•� C VS '°••""•:r.. OPTIONS INCLUDE BUT ARE NOT LIMITED TO:• weer-`' w,• • FremerLnk•eno RTLI Open Mutt FrotocolDDC Controls •••••re • Suppty and Return Air SmoKe Detectors high static motors •••••••••• • Louvered condenser coil guards • Economizer.disconnect and convenience outlet options • Stainless Steel hest exchanger option • Corrosion resistant coil posting. • • Humi0iM2er=adaptive denunwdicsiion system available on all Certified to ISO 9001 • ^�els wi thRTFFcondensercois—MotorMisterIcontrollerincluded • Hinged access psntls Fors comolete list of options and ccceuories refer to the Product De1a Catalog for this unit. Packaged Rooftop Builder 1.391 Page 20 of 38