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Specifications • 1 1 1 CONSULTING ! WILEIVED 03. .445 3933 SW Kelly Avenue . Portland . OR . 97239-4393 www.vImk.com 10 2013 CITY OFTIGARD STRUCTURAL CALCULATIONS�'DINGDNISION for SCHOL LS FERRY BUSINESS PARK BUILDING `N' & 'R' - HVAC 10100 SW Nimbus Ave Portland, OR 97223 for Reitmeler Mechanical ATTN: Bob Cleveland 19570 SW 90th Court CITY OPTIGARD Tualatin, OR 97062 Approved.0,1 ----' Conditionally Approved............„[ ] See Letter to;Follow...,,......... [ ] Attached..•a...m..«, 11'3 Permit Number: U - - .7' '.01'114 i Add .=*-d G4. � f . , By :�i.I Date: 1�r� 4 . . 1i. Approved plans shall be on job site. iti,° 8A "C. r' OFFICE COPY EXPIRES:e/80/30 Y Prepared By: Stephen Stenberg, E,I.T. VLMK Job Number: 20130505 . September 9, 2013 I Structural Engineering•Civil Englneering•Industrial Engineering•Planning•StudieslEvaluations•Entitlement VLMK Consulting Engineers, Inc Structural Calculations DC-1 Scholls Ferry Business Park - Building `N' &`R' HVAC Scholls Ferry Business Park Building 'N' & 'R` - HVAC 10100 SW Nimbus Portland, OR VLMK JOB NO. 20130505 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-3 Cover Letter Aerial and Curb/Unit Attachments Details S-1 thru S-8 Structural Calculations C-1 thru C-17 Reference Sheets Only R-1 thru R-16 t M r •'""""*" DESCRIPTION OF STRUCTURAL SYSTEM •-- •°-°•-� The`Schoffs Ferry Business Park - Building N & R HVAC' project consists of the •-»-•.--- replacement of (3) existing mechanical units on (2) facilities (Bldg N &R) located at 10100 SW Nimbus, Portland OR. This package Includes structural calculations verifying the adequacy of the existing roof framing to accommodate the replacement HVAC units, as well as details for the attachment of the units to resist wind and seismic forces. File:G:WCad20131201305051Calalationa120130505-DC.docx Pape 1 Printed:September 09,2013 Structural Calculations DC-2 Scholls Ferry Business Park — Building 'N' &'R' HVAC DESIGN CRITERIA CODES: 2010 Oregon Structural Specialty Code (Based on the 2009 International Building Code) DESIGN LOADS: Live Loads: Roof Snow Load Flat Roof Snow Load, Pf 25.0 psf Dead Loads: Roof (Building 'N & R') Roofing (existing and future) 4.0 psf Insulation 1.5 psf Sheathing (1/2" plywood) 1.5 psf Sub-purlins (2x4 at 24") 0.7 psf Joists 8'-0" O.C. 1.5 psf Girders 1.5 psf Mechanical and Electrical 1.0 psf Miscellaneous 1.3 psf Total Roof Load 13.0 psf Mechanical Unit Information Building 'N': 5-Ton New Unit 588 lbs Curb Adapter 170 lbs Existing Curb (Assumed) 117 lbs Total New Unit Load 875 lbs 2-Ton New Unit 311 lbs Curb Adapter 80 lbs Existing Curb (Assumed) 109 lbs Total New Unit Load 500 lbs Mechanical Unit Information Building 'R': 5-Ton New Unit 579 lbs Curb Adapter 155 lbs Existing Curb (Assumed) 116 lbs Total New Unit Load 850 lbs File:GiAwd2 0 1 312 0 1 305051CalaFations12C130505-OC.doa Paget Printed-September 09,2013 Structural Calculations DC-3 Scholls Ferry Business Park — Building 'N' &'R' HVAC Wind: Basic Wind Speed (3-second gust) 95 mph Wind Importance Factor, Iy,, Iw = 1.0 Occupancy Category II Wind Exposure B Seismic: Seismic Importance Factor 1,0 Occupancy Category II Mapped Spectral Response Accelerations SS = 94,3°1° S1 = 34.0% Site Class D Spectral Response Coefficients Sds = 70.6% 5d1 = 39.0% Seismic Design Category D Component Anchorage Factors ao Rp IQ HVAC Equip 2.5 6.0 1.0 MATERIALS Wood Framing: Joists, Beams and Douglas Fir #2 Stringers Fie:G\A,ad20131201305°S,Calalations120130 5 05-DC dx, Pepe 3 Printed'September 09,2013 C O N S U L T I N G 503222.4453 503.248.9263 E N G I N E E R S vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 www.vlmk.com September 9, 2013 Bob Cleveland Reitmeier Mechanical 19570 SW 90th Court Tualatin, OR 97062 Re: Scholls Ferry Building Park Buildings 'N' & 'R' - HVAC 10100 SW Nimbus Portland, OR Dear Bob, As requested, we have reviewed the existing roof structure for the replacement of the HVAC units on the above mentioned buildings. On building 'N', the new 2-Ton replacement unit and curb weighs a maximum of 500Ibs and the new 5-Ton unit and curb weighs a maximum of 875Ibs. Similarly, the new 5-Ton replacement unit and curb on building 'R' weighs a maximum of 8501bs. Based on our review of the existing roof for both buildings, the structure will be adequate to support the replacement HVAC units. Please verify the existing support framing as indicated on sheet S-3 through 5-5 prior to the installation of the new unit. Also included in this package are calculations and details for attachment of the new HVAC unit to resist wind and seismic loads. Please contact me with any questions. Sincerely, VLMK Consulting Engineers .iroz Jason C. Sahlin, P.E., S.E., LEED AP Principal Attachments: Plan, Detail, Calculations, and HVAC Cut Sheets Structural Engineering•Civil Engineering• Industrial Engineering•Planning•Studies/Evaluations•En:itlement G:\A.cad203 3\201.30505\Calculations\20130505 VLMK Letter.Doc - ' 44 l'. � 1[11 it 1—�1 210 •'.40.# . �� j� �� 1*- AREA OF WORK .r ;. a • C' .� ir"r ��I..Mµ ki . b��0;- °'SW.Ni h6`M ' .0 ¶ �t ``. /3 q 2,7 I l l 110' .'s >,_ F` �.>N°oar. ±� \ e `% 1 • ,, 1:1k. . . t t,. SwN fi�Q ;e � >:SWdronwoodloop- I •- •-• L �, ; o Hof d� ��'61vd id", SW. y W elm E 0 BUILDING 'N' I ,,0 NEW 2 TON UNIT(WT= 500#)TO REPLACE EXISTING UNIT AND S BEAR ON NEW OR EXISTING FRAMING PER DETAIL 1/S-4 NEW 5 TON UNIT(WT= 875#)TO ` ' REPLACE EXISTING UNIT AND ` • folillik� BEAR ON NEW OR EXISTING FRAMING PER DETAIL 1/S-3 OW ' , .-1 \•' ) girl' .3, . 140111111111' I: J W (1) CI AREA OF WORK CONSULTING SCHOLLSB.P. BLDG 'N' & 'R' - HVAC20 °5° 5 0913 DATE ENGINEERS 10100 SW NIMBUS SMS JCS 0.:,.... `N`O.E0 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND, OR 97223 8503.222.4453 Bolmk @vImk.com AREA OF WORK S-1 503.248.9263 www.vlmk.com 5 EEr NO . , 6,,, I\ 1404,i , * ,s.,.,:. .. A vi,A,1„TT,,,,,,.,C. 3 ••,1 Is i CHI ,e\V 0' 4 ..- -.40 -AL, . • t. i "-: ' AREA OF WORK ._e ! \ r' ai/ , . Vri \sw.N�,46 ti \e o ,. . . \IA •.• '4..ci, 217 11 111 I }-° Call.' .06 1 ! tilt 111. t . 5 p. ".,"-#. S#N) .‘*) iS% \ ill— i Miras'-* ' ‘-.- *.::. II F • i..,. -SWtronwood loop' r %.- •-• , n '....4111111111111114 lat.4)kiii•I'F\li.•#,' \ d Iii iJc+ 1: ' .. • Damon@* r - °4768 , 3W. w 411 E CD BUILDING 'R' iii 1 II pi s .. ._ ..• - ..v.„,„„.•,,,. ......-1 . „ iii NEW 5 TON UNIT(WT=850#)TO k ' ~ r .. REPLACE EXISTING UNIT AND ~ r ,.j ii BEAR ON NEW OR EXISTING '" ` r r FRAMING PER DETAIL 1/S-5 r r ' ti affil ti to. ill- 11/4 4111----- AREA OF WORK \,1 m CONSULTING SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 20130505 09/rz3 E N G I N E E R S 10100 SW NIMBUS SMS JCS y PORTLAND, OR 97223 DRAIN ° °N° 3933 SW Kelly Avenue • Portland • Ore on 97239-4393 B 503.222.4453 e vlmk @vlmk.com AREA OF WORK S-2 503.248.9263 www.vImk.com 9t-IT RO i (E)4x14 PURLIN CUT BACK EXISTING 2x4 VERIFY EXISTING 4x6 H AC SUP ORT FRAMING AND HANG WITH V FRAMING,IF FRAMING OES NO EXIST SIMPSON'LUS24'FACE PROVIDE DF#2 4x6 WIT SIMPS N MOUNT HANGER,TYP 'LUS46'FACE MOUNT H NGER, PICAL !i/.•.X11 S-6 `�'` f/41 rrib. OPP X 1 - R (E)4x14IPURLIN m ` NEW 5-TON HVAC UNIT TO 0 REPLACE EXISTING UNIT Q AND BEAR ON NEW OR X EXISTING FRAMING ON x , ALL SIDES(WT=875#) , N %� �I W tt j, _ .� -NI—EXISTING UNIT i■1 _ ___ (E)4x14 PURLIN (E)2x4 SUB-PURLINS AT 24"O.C.TYPICAL 1 ENLARGED FRAMING PLAN - BLDG 'N' S_3 0 NOTE: 114'= 1'-0" VERIFY THE EXISTING FRAMING AND HVAC UNIT LOCATION PRIOR TO THE INSTALLATION OF THE MECHANICAL UNIT. IF THE EXISTING FRAMING IS OTHER THAN SHOWN OR NOTED PLEASE NOTIFY THE ENGINEER. 2C130505 20130505—S30.dwg 09 Sep 2013 — 11:50 am atephens C O N S U L T I N G SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 20130505 09/n3 ENGINEERS 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 503.222.4453 vlmk @vlmk.com .S-3 503.248.9263 �wmv.vlmk.com ENLARGED FRAMING PLAN (E)4x14 PURLIN (E)4x14 PURLIN ___ I'L-- (/li:?? \\��(''='III m 0-J 1 r- N x EXISTING UNIT III °0 w (E)4x14 PURLIN x li X 0 (E)4x14 PURLIN Ot Vil ® I VERIFY EXISTING DOUBLE 2x4 HVAC SUPPORT FRAMING,IF VERIFY EXISTING FRAMING DOES NOT EXIST BLOCKING TO BE ' SISTER NEW 2x4 DF#2 TO EXISTING 2x4 DOUBLE 2x4 MINIMUM,TYPICAL ■ Iry (E)4x14 PURLIN _______ (E)4x14 PURLIN NEW 2-TON HVAC UNIT TO REPLACE EXISTING UNIT AND BEAR ON NEW OR EXISTING FRAMING ON (E)2x4 SUB-PURLINS ALL SIDES(WT=500#) AT 24'O.C.TYPICAL 1 ENLARGED FRAMING PLAN - BLDG 'N' 114"= 1'-0" NOTE: VERIFY THE EXISTING FRAMING AND HVAC UNIT LOCATION PRIOR TO THE INSTALLATION OF THE MECHANICAL UNIT. IF THE EXISTING FRAMING IS OTHER THAN SHOWN OR NOTED PLEASE NOTIFY THE ENGINEER. 20130505 20130505—S40.dwg 09 Sep 2013 — 11.50 am Stephens CONSULTING SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 20p130505 09/13 ENGINEERS 10100 SW NIMBUS SMS JCS MY. CAECOED 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 8503.222.4453 vImk @vimk.com S-4 503.248.9263 Bwww.vlmk.com ENLARGED FRAMING PLAN ,...MO EX STING UNIT — (E)4x14 PURLIN 11 -l<<`'�='#1l X x 9 co w CUT BACK EXISTING 2c4 FRA ING AND HANG WITH $IM.SON'LUS24'FACE - MOUNT HAN ER,TYP (E)I4x14 PURLIN ak VERIFY EXISTING 4x6 HVAC SUPPORT FRAMING,IF FRAMING DOES NOT EXIST:.. PROVIDE DF#2 4x6 WITH SIMPSON i r7,-. ,, �LUS46'FACE MOUNT HANGER,TYPICAL S-6 //b:: �t111 I 1 I I X X (E)4x14 PURLIN NEW 5-TON HVAC UNIT TO REPLACE EXISTING UNIT AND BEAR ON NEW OR EXISTING FRAMING ON (E)2x4 SUB-PURLINS ALL SIDES(WT=850#) AT 24.O.C.TYPICAL 1 ENLARGED FRAMING PLAN - BLDG 'R' S-5 NOTE: 1/4"=0 1-0" VERIFY THE EXISTING FRAMING AND HVAC UNIT LOCATION PRIOR TO THE INSTALLATION OF THE MECHANICAL UNIT. IF THE EXISTING FRAMING IS OTHER THAN SHOWN OR NOTED PLEASE NOTIFY THE ENGINEER. • 20130505 20130505—S50.dwg 09 Sep 2013 — 11:50 am stephens CONSULTING SCHOLLSB.P. BLDG 'N' $ 'R' - HVAC 20,30505 09/13 V IV ENGINEERS 1010D 5W NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 II 503.222.4453 vlmk @vlmkcom S-5 503248.9263 �www,vlmk.com ENLARGED FRAMING PLAN NOV MD Ilk NV \ , HVAC UNIT AND CURB Sr/ BY OTHERS 0 VIM 11111.1- a FRAMING PER PLAN,TYPICAL '/y/////A SIMPSON'LUS48'FACE MOUNT �//////�4 HANGER,TYPICAL .0.\\\\�1 EXISTING PURLIN BEYOND,TYPICAL ��`\�\\ Si. NI EXISTING GLULAM GIRDER 1 HVAC SUPPORT DETAIL S-6 1"- 1 0" 20130505 20130505—S60.dwg 09 Sep 2013 — 11:50 am Stephens CONSULTING SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 2020505 09:3 ENGINEERS 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 1501222.4453 vlmk @vlmk.tom S-6 503.248.9263 Iwww.vlmk.tom HVAC SUPPORT DETAIL „� 0 S-8 .,._._„..,...,__... ` MECHANICAL UNIT BY OTHERS SISTER NEW 2x FRAMING TO EXISTING 2x4 WITH 8d NAILS AT 12"O.C.STAGGERED. PROVIDE(1)1'-0"2x4 WITH(4)8d NAILS AT EACH END,TYP hi - Ma W (E)4x14 DF#1 PURLIN 0 SUPPORT FRAMING DETAIL 1-= V-0" 20130505 20130505-S70.dwg 09 Sep 2013 - 11:57 am stephens v I, • CONSULTING SCROLLS B.P. BLDG 'N' & 'R' - HVAC 20130505 0913 I iv/ E N G I N E E R S 10100 SW NIMBUS SMS JCS Portland 3933 SW Kelly Avenue • d Oregon on 97239-4393 PORTLAND, OR 97223 I503.222.4453 vlmk @vlme.com S-7 503.248.9263 IvAvw.vImk.com SUPPORT FRAMING DETAIL ,� !•••--UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 1/2"TEK SCREWS it SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK 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 r1 (4)#10 x 1/2"TEK SCREWS EACH CORNER AND AT 12"O.C.AT SIDES, 1•61 TYPICAL mai .e EXISTING UNIT I..' MOUNTING CURB /I,,,, (APPROX 14"HEIGHT) EXISTING ROOF SHEATHING )=e� EXISTING ROOFING \ �I :I • VERIFY THAT EXISTING CURB IS FASTENED TO EXISTING SUPPORT FRAMING WITH A#14 SCREW _ EXISTING FRAMING MINIMUM AT EACH CORNER AND AT 24"O.C., PER PLAN EACH SIDE. IF ANCHORAGE DOES NOT EXIST, PROVIDE SIMPSON'LTP4'OR'A35'CLIPS AT EACH CORNER AND AT 48"O.C.EACH SIDE FROM THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING HVAC CURB DETAIL S_8 1 1/2"= 1'-0" 20130905 20130505—S80.dwg 09 Sep 2013 — 11:51 am stephens CONSULTING SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 201 0505 09/13 ENGINEERS 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 I503.222.4453 vImk @vlmk.com S-8 503.248.9263 www.vlmk.com HVAC CURB DETAIL -xrfac�s �.P. - l3s.Ats- CONSULTING `'°b ENGINEERS CUM le M'F'G'' /-1(4N Job No..20/304v-S" 'JAI By z 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 © taste 4-7/.5 tN°' l3vxcor.JCr ',J ExzrsJ(r- f1ocix- F64m.rd( A,-449- zs 11Ei.k ) 1,5r/4f 1 ^'/ 5'-Tor0 .Li-err- /OA DS GrAcodie w r. Iii iii//ii///i.l (+3.o / S ) (9 ) . .q2. p‘r t AL W‘„ 24' cr- (8. ) _ ZwP'r za'v f1 rd6 : S yt P&.F Fri To 4./4 12e va rs k 14'.MI STFrvt.4 RsrXo t /.ow; ... Y_S°d ov yKfssEA L vv le 1 YX.y 73 Al I.Tf J__£ 'nc' (Fi S% ' x 3v 4 (eta w I s- b,-) La aY; • WL Na LvAos ii//iii iii iii/i Wo,. `` !3 f ,(2D j z 2vo •L1 R� RR )14 I. 24' gb) .(29' � 5mv �+� • ; 9m k Y 4 * 7 z i "F r4o (9. I W� s 814' i ,z:o.p,rt 1-y,‹.. To v'I2cSvLTt � JJ IQ. Di. S. . si 9,k k r7l!wk% ,St+ to) Sib-x 3Y &Le, t.5 IiDf p& *-E • £ re ,qtr,-Rx,T) , L4.---L -` --- '_ = 05051Calalalions120130505.e:6 Wood Beam - _Fie G:vad2o1312013 - - ENERCALC•INC.1983-201 2,Budd:E.1?.B.31,Ver 6.13.8.31 Lic.f;:KW-0600272a Licensee:VLMK CONSULTING ENGINEERS Description: (E)4x14 OF#1 CODE REFERENCES Calculations per NDS 2005, IBC 2006,CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1,500.0 psi'r E:Modulus of Elasticity Load Combination ASCE 7-05 Fb-Compr 900.0 psi Ebend-xx 1,600.0ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.0ksi Wood Species :Douglas Fir- Larch Fc-Perp 625.0 psi Wood Grade :No.1 (1985 UBC)✓ Fv 180.0 psi Ft 575.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.142) D(0.092) S(0.2) V * i 1 V - _-._. _._ _ __ .-,-""- _ ---r i ^-- .,y_.. i., — _-- 4X14✓ `� Span = 19.583 ft f A pppied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0920, S=0.20, Tributary Width=1.0 ft,(Dead,Snow " Uniform Load: D=0.1420 ktft,Extent=0.0->>6.160 ft, Tributary Width=1,0 ft,(Mach Unit ✓ DESIGN SUMMARY_ • - .c S•,?‘ a eat Maximum Bending Stress Ratio - .045 1 Maximum Shear Stress Ratio r. 0.489 : 1 Section used for this span • Section used for this span 4x14 fb:Actual = 1,801.78 psi fv:Actual = 101.27 psi FB:Allowable = 1,725.00 psi Fv:Allowable = 207.00 psi Load Combination +O+S+,-I Load Combination +D+-S+H Location of maximum on span = 9.291ft Location of maximum on span = 0.00011 Span 4 where maximum occurs - Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.613 In Ratio= 383 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.992 In Ratio= 236 Max Upward Total Deflection 0.000 in Ratio° 0<180 Overall Maximum Deflections--Ui ctoredLoads; Load Combination Span Max.'--'Del Location In Span Load Combinalon Max.'+'Defl Location in Span 0+S 1 0.9922 9.720 0.0000 0.000 Vertical Reactions-Unflactored _ Support rotation:Far lefts#1 Values In KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.596 2.997 - — 0 Only 1.638 1.038 S Only 1.958 1.958 04 3.596 2.997 G-3 1 Re=G 1Arad2013t2013D5OSCaluialions120130505.ec6 Wood Beam _ ENERCALC,INC.1983-2013,8 6.13.8.31,Ver.6.13.8.31 Lie.ft: KW-06002728 Licensee:VLNIK CONSULTING ENGINEERS Description: (E)5 118 x 34 1/2 GLB(W/5-Ton Unit)✓ CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set :ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2400 psi '" E:Modulus of Elasticity Load Combinalion ASCE 7-05 Fb-Compr 2400 psi Ebend-xx 1 800 ksi Fc-Pill 1650 psi Eminbend-xx 930 ksi Wood Species : DF/DF Fc-Perp 650 psi Ebend-yy 1600 ksi Wood Grade :24F-V8 ✓ Fv 265 psi Eminbend-yy 830ksi Ft 1100 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.260) S(0.50) 0(0.,225) 0(0:2.0(5.07),S(9.75) •** . . • 1 • r- -te _ .. a _ _ - SP58 1 ft S a § Dom'ft • Applied Loads -_ _ Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... - Uniform Load on ALL spans: D=0.260, S=0.50 klfl f Load for Span Number 1 Uniform Load: D=0.2250 kfh,Extent=40.0—»44.0 ft. Tributary Width=1.0 ft,(Exisling Meth Unit '*" Load for Span Number 2 Point Load: D=5.070, S=9.750 k(x,8.50 ft,(Hung Span Reactions' Uniform Load: D=0.220 k/ft,Extent=0.0—>>4.0(1, Tributary Width=1.0 ft,(New 5-Ton Unit " `'" DESIGN SUMMARY .� ----. Design OK Maximum Bending Stress Ratio = 0.808 1 Maximum Shear Stress Ratio = 0.583 : 1 Section used for this span 5.125x34.5 Section used for this span 5.125x34.5 fb:Actual = 1,848.55 psi fv:Actual = 177.82 psi FB:Allowable = 2,288.75 psi Fv:Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 47.500f1 Location of maximum on span = 44.5546 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 1.057 in Ratio= 539 Max Upward L+Lr+S Deflection -0.169 in Ratio= 1208 Max Downward Total Deflection 1.763 in Ratio= 323 Max Upward Total Deflection -0.343 in Ratio= 594 Overall Maximum Deflections--Unfactored Loads _ _Load Combination Span Max.'-'Defl Location in Span Load Combination Max.'+'Den Location In Span D+S 1 1.7632 22.025 0.0000 8.500 2 0.0000 22.025 D+S -0.3428 8.500 Vertical Reactions-Unfactored Support notation:Far left is#1 Values In KIPS Load Combination Support 1 Support 2 Support 3 Overall MA)Omum 15.796 45.578 CONSULTING Job 5.c a., - C3 f � � E N G I N E E R S az'� ` ' ME"P Job No 20/30 IDS- By S✓YS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 © Date h'1//3 Sheet No C' 1.1 evi L.pr,* '.v 4 ) It Exssi-z.)G Axe ,c i*%,Zo+4 A-ors rt tu Cr N !- !v/ 2- nr PY j PE R LoAos 14D, Kt. 13oeLie PL . >so rixr,bri iC- /-recQ £4M Ts) s- ' fNEw. a -j ./,`-b" 8=4," ---- qtr a. 5G = q3 IQEEvLTS -Pr bCSw,.) I+V9 % T sj ��1 6i.t Zs �E f.100107,4 D Si • L3[o& tit I (E 3 i� It 4-21 p I/#/////////////1 (17:v- l.SCC _ g2.p).F .'_ pF 14'-a 44 `r s z Pit C g : = 2 p° f'+-r 4 cSE,E rP4,L"Itov�, erp PMEch C2) 4 eiS Y2.4 rSe E Per-Tvvr 4-5 General Bearn Anaiysis - = - - -- - - - - -- - - -• - - Rh" •Ag242°13‘2°1305051Caituktflotts‘20131)505.ed - - - - - 7 7 - ENERCAC,INC,1983-2013,oritcLe.13.8.31,Vai-1.13)3.31-_-_ Lic.#:Kt/V-06002728 Licensee.VLMK CONSULTING ENGINEERS Description: (E)5 1/8 x 27 GIB(w/2-Ton Unit)-Design Moment.- General Beam Properties Elastic Modulus ksi Span#1 Span Length = 26.50 ft Area= 10.0 inA2 Moment of Inertia = 100.0 InA4 Span#2 Span Length = 8.50 ft Area= 10.0 in42 Moment of Inertia = 100.0 in"4 D(0.2750)S(0.530) . D(4.8)S(9.3) i ■ . ip i ' V Span=26.50 ft g Span=8.50 ft 1 Applied.Loads - - -- Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D=0.2750, S=0.530 WIL Tributary Width=1.0 f '- Load(s)for Span Number 2 Point Load: D=4.80. S=9.30 k plit 8.50 ft,(Hung Spa : . DESidirStlifitARY-..-- --- - - -7- Maximum Bending= 148.931 k-ft i aximum Shear= 20.943 k Load Combination : - Load Combination +D+S+H Location of maximum on span 26 500fl Location of maximum on span 26.500 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 3.645 in - Max Upward L+Lr+S Deflection -0.805 in Max Downward Total Deflection 5.523 in Max Upward Total Deflection -1.218 in Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax. Ma.Max Mnx MrodOmeg a Cb Rm Va Max Vox VrodOmega Overall MAXImum Envelope Dsgn.L= 26.50 ft 1 15.82 -148.93 148.93 20.94 Dsgn.L= 8.5011 2 -148.93 148.93 20.94 D Only Dsgn.L= 26.50 ft 1 5.44 -50,73 50.73 7.14 Dsgn.L= 8.5011 2 -50.73 50.73 7.14 4D+S+H Dsgn.L= 26.50 ft 1 15.82 -148.93 148.93 20.94 Dsgn.L= 8.50 ft 2 -148.93 148.93 20.94 Overall Maximum Deflections-Unfactorid Loads ‘-: - Load Combination Span Max.'-'Dee Location in Span Load Combination Max.'+'Den Location in Span 1 0.0000 8.500 D+S -1.2181 19.569 D+S 2 5.5229 8.500 0.0000 19.569 Vertical Reactions-.Unfactored - - 7 '- Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Stwort 3 Overall MAXImum 5.046 37.229 D Only 1.729 12.696 - S Only 3.317 24.533 D+S 5.046 37.229 . L-G neral Beam Analysis Fie=6:1Ac d2013i20I305051Cab ulalions%2013050SEC6- al y..:_.. - _.. _ -- - EM3iCALC,NC.1903.2013,BuiM.6.139.31;.Vee6.13H31= Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: (E)51/8 x 27 GLB(w/2.Ton Unit)-Proposed Moment General Beam Properties Elastic Modulus ksi Span#1 Span Length = 26.50 ft Area= 10.0 fnA2 Moment of Inertia = 100.0 in"4 Span#2 Span Length = 8.50 ft Area= 10.0 inA2 Moment of Inertia = 100.0 I04 3 i D(0.5) D(0.75) D(0.75) D(4.8)S(9.3) I D(0.2750)S(0.5 0) 1 i • Span=26.50 ft S Span=8.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D=0.2750, S=0.530 klit, Tributary Width=1.0 f Load(s)for Span Number 1 Point Load: D=0.50 k(a 8.0 ft,(New Mechanical Unit(2-TY, Point Load: D=0.750 k(l 20.0 ft,(Existing Unit] Load(s)for Span Number 2 Point Load: D=4.80, S=9.30 k(a?8.50 fl - Point Load: D=0.750 k{o,3.0 ft,(Existing Unit) DESIGN SUMMARY_ _ _ Maximum Bending= axdmum Shear= 21.693 k Load Combination Load Combination +D+S+14 Location of maximum on span 26.500ft Location of maximum on span 26.500 ft Span it where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 3.645 in Max Upward L+Lr+S Deflection -0.805 in Max Downward Total Deflection 5.413 in --- Max Upward Total Deflection -1.110 in Maximum Forces&Stress_es for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span* M V Mmax+ Mmax• Ma-Max Mnx MrodOmega Cb Rm Va Max Vnx Vru/Omega Overall MAKrmum Envelope Dsgn.L= 26.50 ft 1 18.75 -151.18 151.18 21.69 Dsgn.L= 8.50 ft 2 -151.18 151.18 21.69 D Only Dsgn.L= 26.50 ft 1 8.62 -5298 52.98 7.89 Dsgn.L= 8.50 ft 2 -52.98 52.98 7.89 -D+S+H Dsgn.L= 26.50 ft 1 18.75 -151.18 151.18 21.69 Dsgn.L= 8.50 ft 2 -151.18 151.18 21.69 Overall Maximum Deflections-_Unfactored Loads Load Combination Span Max. Del Location In Span Load Combination Max. Deft Location in Span 1 0.0000 8.50D D+S -1.1096 19.977 0+5 2 5.4129 8.500 0.0000 19.977 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 5.494 38.781 D Only 2.177 14.248 S Only 3.317 24.533. D+S 5.494 38.781 L -7 1 WOOd$etm - Fee=G1Acad20131201305051Ca1culetions0130505.ec6 -a NERCALC, INC.1983-2013,Butld:6.13.8 31,Ver.6.13.8.31 Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: (E)31/8 x 16 112 GLB(w!5-Ton Unit and Drift) r CODE REFERENCES Calculations per NDS 2005.IBC 2006,CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-05 Material Properties _ Analysis Method: Allowable Stress Design Fb-Tension 2400 psi — E:Modulus of Elasticity Load Combination ASCE 7-05 Fb-Compr 1850 psi Ebend-xx 1800 ksi ] Fc-Pill 1650 psi Eminbend-xx 930 ksi Wood Species :DF/DF Fc-Perp 650 psi Ebend-yy 1600 ksi Wood Grade :24F-V4 r Fv 265 psi Eminbend-yy 830 ksi Ft 1100 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling S(0.2) D(0 45) i i D(0.091) S(0.2) P • + • • ii • n- - T. • 3.125x16.5 - Span = 19.750ft ' Applied Loads - ' Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0920, S=020, Tributary Width= 1.0 ft,(Dead,Snow. Point Load: D=0.450 k(lo,14.750 ft,(New Mechanical(5-Ton)' Uniform Load: S=0,20, Tributary Width=1.0 ft,(Snow Drift' ✓ DESIGN SUMMARY - Design OK Maximum Bending Stress Ratio 0.77D Maximum Shear Stress Ratio = 0.432 1 Section used for this span Section used for this span 3.125x16.5 lb:Actual = 2,126.45 psi fv:Actual = 131.51 psi F13:Allowable = 2,760.00 psi Fv:Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D+S+}{ Location of maximum on span = 10.091 ft Location of maximum on span = 18.380 ft Span#where maximum occurs = Span#1 Span#where mardmurn°CCUrs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.654 in Ratio= 362 Max Upward L+Lr+S Deflection 0.000 in Ratio- 0<360 Max Downward Total Deflection 0.846 in Ratios 280 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Overall MoSimum Deflections-Unfactored Loads Load Combination Span Max.''Dofl Location in Span Load Combination Max.'-e Dell Location In Span D+S 1 0.8460 9.947 0.0000 0.000 Vertical Reactions-UntactOred: - - Support notation:Far left's#1 Values in1OPS Load Combination Support 1 Support 2 Overall MAXimum 4.972 5.185 - D Only 1.022 1.245 S Only 3.950 3.950 D+S 4.972 .5.195 • C O N S U L T I N G 503.222.4453 Job Scholls 'N' & 'R' E N G I N E E R S 503.248.9263 Job No. 20130505 3933 SW Kelly Avenue • Portland . Oregon 97239-4393 vImk @vlmk.com Date 09/13 www.vlmk.com v2.05- Software Copyright 2012 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C 5 Snow Drift Design - Flat Roofs Based on the 2009 International Building Code Section 1608 and ASCE 7-05 Chapter 7 lu I Fli I URCHARGE LOAD / DUE TO DRIFTING SURCHARGE LOAD DUE TO DRIFTING L BALANCED SNOW u BALANCED SNOW •�� ,L�ra�. L L IflIhii .__ III i—�=1 aiaNumsakalRtamm aaaaaaaaaaaaaa>tmiaaa��aaal.M. r a TimimmiHmunin _., r L projection type, L, drifts on lower roofs projection type, P, drifts on roof projections (e.g. parapets and mechanical units) p9=fe 2Q- _(Ib/ft2) ground snow load [Figure 7-1 and Table 7-1] I= z l =., Importance factor [Table 7-4] Ct= 0 thermal factor (Table 7-3) Ce=. yO' exposure factor [Table 7-2] Pr= 14 (Ib/ft2) snow load on flat roofs (roof slope <_ 5') Pmin= 20 (Ib/ft2) minimum snow roof load (section 7.3) Pf(design)== =__(Ib/ft2) design snow roof load Y = 17.3 (Ib/ft3) density of drifted snow hb= 1.45 (ft) height of balanced snow load lu= (input below) length of roof upwind of the drift (leeward drift) Ii= (input below) length of lower roof (windward drift) h1= (Input below) total height of roof projection hd= (calculated below) height of snow drift Pmax= (calculated below) max drift load + roof snow load, g(hd+hb) projection l„ ii hr hd h, Pmex W Pd Location type (ft) (ft) (ft) (ft) (ft) (Ib/ft2) (ft) (Ib/ft2) Building 'R' '=rLY'�' 80_0 B0 Q _ 20:0 2.8 18.6 73.9 11.3 48.9 iz er II.3 ' (w) — iN� yNiT ~aFrp,- Z 1-1.-)F / V Cw StArdTx v E 9 -1% y. -4. CONUNG Job . .riot 1.r, 0,P. - N x R VL1%1K E N GI I N L E T E I R S ckent A.e`''r'az-,F'` /4r-cm. Job No..zoisor s-gy sAl S 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 3 P 503.222.4453 503.248.9263 © Date o-� � sr,�cnro. C-- fxs%1-3,10- ADP re At,I,JL <LII-ystt (tavE•\ -CNa ii. C E. L 3/., x 3i' 6/.4 (w/ s hu.+S - boo 6- R . b w,, o f o [ate ® . ilr - W 1.0 A: Woy ' /Irit (20') z Zoo p-F - - 14Sr. : Zc," r- CZ* 1 - Sv rct . .f' 4 Wa _ 4B.-I rsF (zo' ) - 9>E p-r- [v' to f/.1 .1 ii W 8� _ 138 pat r/u jr.' 4, '.) b./4,' - 12. ri-0- J =re, 30'l - 6,u. tl /83.3 k-tom CF) Gs�3 T'S dvE44,ti'F • W - torsr. (3 1. 30( F - - . ---I,•• '�' 9 0 „ N�` 6+.ia'('i ` 2 es-1. f z' a '� . '_ , R., 1-DL q0 SL, .Zz0 ... Pd S Yx`.. _Ac ,.. . .' Np,ik c p y3 k_� Bc(xF .iseir .44- (wF e ,-Thvr- ) • f L 4-I° l f od;Beatm + __ Fie=_GIAc.ad2ot312013 5KaIcWatons120130535.ec6 ---..-- .m .r. sc`. EHERCAL6,ING.1913-2013,BUti:6.13.631,Ver6.f38.31 Lic.t : KW-06002728 Licensee :VLMK CONSULTING ENGINEERS Description: (E)6 3/4 x 33 GLB(WI 5-Ton Unit and Drift) .- _ CODE REFERENCES _ Calculations per NDS 2005, fBC 2006,CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2,400.0 psi- E:Modulus of Elasticity Load Combination ASCE 7-05 Fb-Compr 1,850.0 psi Ebend-xx 1,800.0ksi Fc-Pril 1,650.0 psi Eminbend-xx 930.0 ksi Wood Spec es : DF/DF Fc-Ferp 650.0 psi Ebend-yy 1,600.0 ksi Wood Grade :24F-V4 - Fv 2650 psi Eminbend-yy 830.0 ksi Ft 1,100.0psi Density 32.2100 Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.138) S 0.978 0 • • * • • • • • , 0.138 • • • • D(0.26) S(0.5) • • • • + • = � - ;-.s T.�-- -- T....7.__ - _ -'� 6.75x33 Span = 40.0 ft A_RPIIed Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.260, S=0.50, Tributary Width=1.0 ft,(Dead,Snow "` Uniform Load: D=0.1380 kilt,Extent=10.0->>16.0 ft, Tributary Width=1.0 ft.(New Mechanical(5-Ton) Varying Uniform Load: S(S,E)=0.9780->0.0 klft,Extent=0.0-»11.30 ft, Ttib Width=1.0 ft,(Sncw Drift r' `/ ".. Uniform Load: D=0.1380 kilt,Extent=24.0-»30.0 ft, Tributary Width=1.0 ft,(Existing Mach DESIGN SUMMARK __ Design OK Maximum Bending Stress Ratio = 0.788 1 . Imum Shear Stress Ratio = 0.390 : 1 Section used for this span 6.75x33 Section used for this span 6.75x33 fb:Actual = 1, • .• psi tv:Actual = 118.73 psi FB:Allowable = 2,275.26 psi Fv:Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 19.416ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs - Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.893 in Ratio= 537 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 1.474 In Ratio= 325 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum De flections•Unfactored Loads • Load Combination Span Max.•-•Den Location in Span Load Combination Max.'..1-*Deft Location in Span D+S 1 1.4736 19.854 0.0000 0.000 - Vertical Reactions-Unfactorid .... Support notation:Far left is 91 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 22.030 17.545 D Only 7.024 7.024 S Only 15.005 10.520 D+S 22.030 17.545 J I c.- 't { i - - vOOC Bea fl - _ _ .-: Fie.a tAced2013261305 biereest20130505Ac6 ENERCALC,INC.19832013,Beitd5138.31,Ver.6.131.31 Lic.#:KVV•08002728 Licensee:VLMK CONSULTING ENGINEERS Description: Main HVAC Support Framing . CODE REFERENCES _ Calculations per NDS 2005,IBC 2006,CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-05 Material Properties 1 Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi -- E:Modulus of Elasticity Load Combination ASCE 7-05 Fb-Comer 900.0 psi Ebend-xx 1,600.0ks1 Fc•Prll 1,350.0 psi Eminbend-xx 580.0 ks1 Wood Species :Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 - Fv 180.0 psi 1 Ft 575.0 psi Density 32.2100 I Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.071) D(d 02) S(0.05) ' D(0.09) S(0!fz2) i i i ir i / 4x6 • Span =8.0 ft • Applied Loads = _- - __ Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads — Uniiform Load: D=0.020, S=0.050, Tributary Width=1.0 ft,(Dead,Snow - Uniform Load: D=0.0710 ktft,Extent=2.0—>>8.0 ft, Tributary Width■1.0 R,(Mechanical Point Load: D=0,090, S=0.220 k(dl 6.0 ft,(Header Reaction'. DESIGN SUMMARY _ Design OK Maximum Bending Stress Ratio = 0.833 Maximum Shear Stress Ratio = 0.317 : 1 Section used for this span Section used for this span 4x6 tb:Actual = 974.27psi fv:Actual = 57.07 psi i FB:Allowable = 1,170.00psi Fv:Allowable = 180.00 psi I Load Combination +D+S+H Load Combination +O+S+H Location of maximum on span = 4.642ft Location of maximum on span = 7.562ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.096 in Ratio= 1000 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 I Max Downward Total Deflection 0.212 in Ratio= 451 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'-:Dell Location in Span Load Combination Max.'+'Dell Location In Span 0+8 1 02124 4.146 0.0000 0.000 Vertical Reactions Unfactored: Support notation:Far left is#1 Values or KIPS Load Combination Support t Support 2 Overall MAAmum 0.534 0.796 D Only 0279 0.431 S Only 0.255 0.365 D+S 0.534 0.796 VLMKCONSULTING `'°b sew`" B.P. - ?-1 r� ENGINEERS cwtYeetrcz4,r riec/1 job N0.70130 T By ..'t 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 Q Date 671//3 Sheet No. C - )1. I YM- 3.1r01..r FR ,.i 0- (if",L.) GNE<k C 1 l ,►I 5 v - Pvwz,_3 (z -n.., /OGAtto—I) • . PayAit- 6pros w ', / / i / / // I //ft A,,,= iv� r (1. ) c Zo P`r - Tttc his,- ZS-low- (L' ) , so P ' r -[ r • J v� /ZS p CY) te,�5 4 . pest.s • Ce ) 2x1 r - 1-A4 y£wM,v p4,', av,Mr.,x s 7e• t I 4nox.rro4A4. z pg If Furst,=4 ---- 13E£ Pis,. ,,. • 1 • • -l3 - Re=c:wrad2013013ososrc�l 1201 os.�s Wood Beam Re= INC.1983-7011 6:;38 31,Ver6.138.31:- L(c.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: Existing 2x4(wi 2-Ton Unit) CODE REFERENCES Calculations per NDS 2005,IBC 2006,CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension /1000 psi E:Modulus of ElasticIfy Load Combination ASCE 7-05 Fb-Compr 1000 psi Ebend-xx 1700 ksi Fc-PrI 1500 psi Eminbend-xx 620 ksi Wood Species :Douglas Fir-Larch . Fc-Perp 625 psi Wood Grade :No.1 Fv 180 psi Ft 675 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase -- - D(0.125)(0.02) S(0.05) • • 2-2x4 i Span = 8.0 ft-- App lied Loads'`' : Service loads entered.Load Factors will be applied for calculations._ Beam self weight calculated and added to loads Uniform Load: D=0.020, S=0.050, Tributary Width=1.0 ft.(Dead,Snow Point Load: D=0.1250 k'A 3.0 ft,(2-Ton Unit; r DESIGN SUMMARY / _._ Design OK Maximum Bending Stress Ratio = 0.772 1 Maximum Shear Stress Ratio = 0.241 : 1 Section used for this span 2-2x4 Section used for this span 2-2x4 1b:Actual 1,531.05 psi fv:Actual = 49.79 psi FB:Allowable = 1,983.75 psi Fv:Allowable = 207.00 psi Load Combination +D+S-*I Load Combination +D+S+H Location of maximum on span = 3.358f1 Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.254 in Ratio= 377 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.485 in Ratio= 198 Max Upward Total Deflection 0.000 in Ratio= 0<160 Overall Maximum Deflections-Untactored Loads-. Load Combination Span Max.'-'Dell Location in Span Load Combination Max.'«Dell Location In Span D+SS 1 0.4845 3.942 0.0000 0.000 Vertical Reactions--Unfactored: Support notation:Far left is#1 Values in KIPS Load Corrtlnation Support 1 Support 2 Overall MAXimum 0.368 0.336 0 Only 0.166 0.136 S Only 0.200 0.200 D+S 0.368 0.336 L- N u5 Design Maps Summary Report User-Specified Input Report Title Scholls B.P. Bldg 'N' & 'R' -HVAC Wed November 14, 2012 20:46:03 UTC Building Code Reference Document 2006/2009 International Building Code (which makes use of 2002 USGS hazard data) Site Coordinates 45.4472°N, 122.78958°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I 2fB - , _ CedarHiOa" 3_ � - t s r 1- . Ro -'--• Aloha - _i�-. io�e ,r y "-Estates aav @ orl�` `- e,-%.-. 'Y...mss.. ,`y ' -15 L Beavellorn K - t ; Brea Derll(Igtin . ' ooehir f t __s q . Hm -Wtfod '_ • .<. $WF 'O . Mountain _- 45 , tx-�--_` _Soul ie �°"` Cooper untain-= � `rte- -- t7 A.tah=South =sF7elgii - A :- �- 7wat Oaks Soufhyrtst . : Iiirpark - r_ .1.,'..r,..:11....7 t .sPlgard 3 -= _ _ arellid 7".-SW a .Bull Y ��: =•�,.. EIE} rg hMMountalo - _ .,__ - _ - s ►9 : .. -tabaau Rd----: at10'- - -rr" "'t._ .� _ - USGS-Provided Output SMS = 1.058 g Sps = 1.706 g 55 = 0.943 g S = 0.340 g S = 0.584 g S = 0.390 g I Ml 01 MCE Response Spectrum Design Response Spectrum 1.10 0-e2 055 064- 0.88 0.56- 0.77 O.4D 0.66 01 ''' 0.10- 0.55 In 0.32 0.44 0.32 0.24 0.22 0.18 0.11 0.09 0.00 0.00 I I I 1 I f I f 1 I 0.00 0.20 0.10 0.60 0.80 1.00 1.20 1.10 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.10 1.60 1.80 2-00 Period. T(sac) Period, T(sac) Although this information is a product of the U.S. Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. VL M K E N G I N ETE R S 503.248.9263 Job Scholls 'N' & 'R' Job No. 20130505 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk @vlmk.com Date 09/13 www.vlmk.com • v2.00-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C - [S Wind Loads on Rooftop Structures and Equipment Based on the 2009 International Building Code and ASCE 7-05, 6.5.15.1 TYPICAL SCREEN WALL OH f' TYPICAL MECHANICAL UNIT �~ h H Dv kfr, H V Exposure Category [Section 6.5.6.3] K = Topographic Factor[Figure 6-4] I = 1Or Importance Factor [Table 6-1] V -- 79 pj = Basic Wind Speed 3-Second Gust [Figure 6-1] B = 4_:0:0" Horizontal Dimension of Building Measured Normal to the Wind Direction h = OAOt: Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv =€ SYf Height of Rooftop Structure or Equipment Dii = =5:.01371 Width of Rooftop Structure or Equipment H = 25.83 ft Height to Top of Structure or Equipment a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 6-2] Zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 6-2] Kz = 0.701 Velocity Pressure Exposure Coefficient [Table 6-3] Kd = 0.90 Wind Directionality Factor [Table 6-4] qz = 0.00256K7KnKdV2I [Equation 6-15] qz = 14.6 psf Velocity Pressure [Equation 6-15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Ct= 1.3 Force Coefficient [Figure 6-21] Af= 29.2 sf Area of Structure Normal to the Wind Direction Bh = 4920.0 sf Building Area Normal to the Wind Direction x - 1.9 Force Increase Factor [Section 6.5.15.1] F=xgZGCfA f [Equation 6-28 and Section 6.5.15.1] p = 30.7 psf Design Wind Pressure CONSULTING 503.222.4453 Job Scholls 'N' &'R' E N G I N E E R S 503.248.9263 Job No. 20130505 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmkavimk.com www.vimk.com Date 09/13 v2.20-Software Copyright 2013 VLMK Consulting engineers. All Rights Reserved. Sheet No. C JLy Mechanical Unit Anchorage Design - 2 Ton Based on the 2009 International Building Code and ASCE 7-05 DESIGN INPUT } x Seismic Parameters --[ASCE 7-05 Section 13.6] • 3 4 al Site Class = =: `_=_V= (Assumed) CG P. Sos = :706 Design spectral response acceleration -*CR Y Ap = I24. [Table 13,6-1 ASCE7-05] Ycg RP = Q O [Table 13.6-1 ASCE7-051 • i 2 • Ip = 'I'0 Importance Factor z = —x•111.=!(ft) Attachment height from base of structure h == 2U-==:_(ft) Average roof height of structure from base Xcg PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1) P =` S C O N S U L T I N G 503.222.4453 Job Scholls'N' & 'R' E N G I N E E R S 503.248.9263 Job No. 20130505 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk@vlmk.com Date 09/13 www.vlmk.com v2.20-Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C- n Mechanical Unit Anchorage Design - 5 Ton Based on the 2009 International Building Code and ASCE 7-05 DESIGN INPUT I X I Seismic Parameters [ASCE 7-05 Section 13.6] • 3 OfGCR 4 Site Class ' _D ' (Assumed) ,_ _ Sos (ZY Design spectral response acceleration Y Ap =r-41-13174. [Table 13.6-1 ASCE7-05] Ycg Rp =MgOVitil [Table 13.6-1 ASCE7-05] • .1 2 • Ip =ritdifax Importance Factor z =` -_Q (ft) Attachment height from base of structure xC h = 20a."-A(ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P =_ 30: _=(psf) Design wind pressure(psf) HVAC Unit Data ECG Wp =i-:------.85.0i'. (lb) Machine Weight X =" 70M(in) Base Dimension Zcg Y = 611Z(in) Base Dimension Z = t SM (in) Height of Unit and Curb Xc —S39�0' (in) Center of Gravity SIDE VIEW 9 =ate —{ ) Ycg = -23 Q (in) Center of Gravity Load Combinations: Zcg =." Q°0y(in) Center of Gravity ULTMATE: (0.9-.2SDS)D + E I 0.9D + 1.6W ANALYSIS ALLOWABLE: Base Shear: (0.6-.14SDS)D + 0.7E I 0.6D + 1.0W Seismic: 0.4a S W Fp = ° °S p I 1+2? = 300 lbs. 51.6SDSIpwp =960 lbs. OK . Rp�Ip l hl >_0.3SDSIpWp =180 lbs. OK Base Shear,V„ = 300 lbs. 1.0E Wind: V„ = 1641 lbs. 1.6W Controlling Base Shear = 1641. lbs. wind To(4)Anchors/Comers = 1025 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity ==; =5 1 39 1521 23 529 ex = -0.05 ey = 1.15 2 35 1225 23 529 Mx-x = -15 My-y = 345.1 3 39 1521 23 529 4 35 1225 23 529 Y Direction X Direction 5492 2116 V1,3 = 75 V1,2 = 79 V2,4 = 75 V3.4 = 79 Controlling V„max= 410 lbs. Wind Overturning: = 256 (asd) Wind Mot = 15003 lb-in. Seismic 1.0E Each Anchor/Corner Mot = 53324 lb-in. Wind 1.6W Mres-x = 22574 Ib-in. Seismic Mres-y = 14835 lb-in. Seismic = 26775 lb-in. Wind = 17595 lb-in. Wind - Net Bolt Tension X Direction Y Direction Timex* = 388 lbs. Wind Tx* = 179 Ty* = 388 = 235 (asd) Wind *negative(-)values indicate there Is no net upill Each Anchor/Corner - VERIFY #14 x 2"SCREWS AT EACH CORNER AND AT 2'-0" Q.C. MAX SPACING AS INDICATED ON SHEET S-7 eu v • I ' O 3 O O O. O •> n O •t' ,i• ;f •E• t-- —J ttrll �•_ 2...d ¢4-d ,aw• va-,60 — t .-d Li...... 7 nC amil,111111111111111/111111PIIIKI , 4111/1/11.1110. 14 2-(5i 11 4.. . . .. I , . 0 1411 r.ilk .C1 : ■ A Ili■ co �'�y...__ _ •.... P.. ate. W E I.•1 \ N n+ a C ��' I WII O i 1 r K `(�'R�f o 1. I' 1 �' ^ YX� sky NI �., p• •© < G•9 �_v x Icy v_� . e i- `\ ly,` — oO�.f: °_ 4 iiiiell _-- X12) M 0_,..,_ \ t• 'Ir '"*7-11 15110111111 , 3 an e <11 a q � t _ 11 � ∎ • ♦ ♦`' 111 o � 11 ♦ � ! ©Q cc. ,rti ' m �® I ►1 t �, 9 . .� o 1114 r , , "i4. 77TV .11111P�a�0a4'- ' • O r� , �J ' � t 4 t + 1 C I `s © S' ;n. Q = - 'P Q^ °n . '..'''. 4 ., II .0.'''.. ' -!, 4) .4 , A 7,?, jr ; t I /4 At@ 10,!-:"*N-- — . 0 P L.al 01 ry. .nn • r7 0 i t,w «iv, n. r3 N n . ,,,j,,r.CO •:v ' 1 -. 1 . I , wan?It imps e . i& ROOF FRAMING PLAN . Yt.. bPW •pp-gy.t - BUILDING N SCALE to-tb• d,mr.... w•Y ROOF NAILING KEYNOTES .!A L w 1 a J......q 1.1+03...0,RMS..saws I. CO.qr.•1.r[d...•V•.w.t• tom'c a.4 aw.1+nn+ld.•Y=d..a, h Y.r...•I (.►!4ti M V.., n. Cr,"...••wvv*may. •1.1 1..K'•••.K Maa.aR•.,✓M1RPr .1.. +?c,"Wet. V.••�TU4 4....4•••••••PN Y m a.sY--- 4•q{ala• Ip•La,".'q •r•1,`r.o '-.a•f.- •QED^ w N1..'....r.!'tJa,.Nta.1..4...1. • m.. II. 11.r+ti „,..., dl••.Y.Y.• !k.H.`•.AaO•1W WW) a 1 w e1.•I PJl/atiwat i1..!iao a.•.t•ga.P.. .. ^. �h M1161..a V�tiMM4tlt.h -f • M1ia.a.,.i'•T 0-.0] — . L CO,•I. d.e•..a.J/wri4 1 O,IaT-UI . L...MAO a,,.pr.+x,a•w w+ . 4 NPtRaY.•t440.x•1•.1.04. � Of rNfN'/wR. a'h�7 W.CZ)IleM 1i+M,1•tiF• 'tiMI.T•t..._�yt'Mi i _ �P— ` q1�i PN:11,t•,e,t.( +,Na.s. n..1014w 0 iwo mn+a*uoa•R ..../U J-_4..ew..." .rta.P.. ., :F......:.10 wm,w u.,,,. �0 N ,,.,•WLY..Of ta; ,� r BUILDING CONSTRUCTION BID SET 70 AUGUST 21,1985 _••••• N I i © 4 © ® o 0 4 6 i_ L__1 L.'-.• Cs'+a L.'s 2.b• 2a+-r 2.b' W.' L� 2•0-e• b,1 fe'ro' Te`a t Oda rril n•.- . 1 .g. . 21.1 . t 0 10k... ,, -0 • C, ?„1 41 1 o �^=� ' :I \ ro..� /V�r .S . rye• 11 PA is rr� v.;AL i `2 mat 4 A • 0 jar, :.—ingio..,._. __ ____ al K• . ,, ILI • 01 - ' JAI...my IF K. •if ec- . ,.T. aft . 6 fl:9,4%43.., . ',:"11,46.10:-.1 Is,- --...., i i • a ._ u!—f7 a e • a.. � ° 8 ' n q 1 S a a .P A A \r ! \` yG1 tj rT'M t rs ' -p' - .e ev O J ! .. M"-�It.. ._ O 'a ar..w.1► r.L- .. Irk ea.....P�.Ir.M ea_r.._.. .I..A 4M u.ensrb. j �.. _ .`T �. wn+,la-. .. i - �0 . ,, .-- , I iefleN . \„„, , .,.. \-i. ,, \ I ti�]� — 3' w+ ors 1:1 ` J. Ili „ Uteri O �aet� O _ Z_ Z pri`1 Ceram eeu.+-. ..K oL x 6''.1� _-.xr7cc: - � . t O G J., „,- .., ” ., , .4., P co J Ct , .qy , .., tn ■ \ 1 C.;-1;i3'jj ® m c,:, t .: r -P'– .. .–. � V n AUGUST 21,10•6 f� AA n v n t° I Z I.:w. GPI•.• ,,„._.' _ b'd ,+ea.lrlilaN -, p —_ __ __ _______ 1 V• • FLOOR/ROOF FRAMING PLAN '" "~'�` � '°4 ~m Ate' {d+P�Br•1e71!(rt x Y 2.. •• .••n+.ra.r.AT c'-..w cAL,.0-1,1N Z A tss.J.. ',OOP N••JLIr•IC.• 'W1 lit-I'-0 •'•wew n...r L.A. Mo 0 dM•.-J. F.R' L SO.1 a v... ---- BUILDING R *i4 w t�w`'m-iw J -,•a��.0 Rwe.o CPrwret. Lye. L....:14.4...e!!2 �}-- F-A shit L.96'W AT Le.e...el•4IM .*14e.F+•.dxAINO. m sy^Z-:350:•: --: y Ws&stet,Wt.+0..Ya. � s n+ v .G rbY..ARI'Ne A I �— a.7-tt tL.S.M. 2 d w.c w...a+... c R 4.e N „ ^. tb�F (w 1�' C..�Y.rR.I rt,TJ sue• : ∎V.N GaraTCF '..t Y-2' C•a,:,.. WMMG.-..se..-.ft. PLoOR 14 0464061• �-'� Lea +s.'•�=1..,10.1 IT:TJIl1.+r we..ereio - ,G Gs•IT�.01WS 4 n.'e.La _ 1147,41... •hA wa••4 -s, `r✓��hT.eIM N.f 6 a:•I�•h.rw12 �rr4 11 wr uPCNkY.. M r t I.tmt�«L ,pllw•IqIa}.r SSA o nr.w:.a t n-n Jl -.rM..•wtrt Mme..f.+e _ le P Me.,=4nT.1 S.... ....rw-r s. t-od w W....a ! a 4+u.Cbt -, +- ,—M.4-IG.1.GlI.KT aC.eb. Nf.'�°Mme' • -------- I . IVA L A .AT WYI.4 mI. 6 tw - E .144-4.........I.hgn.a D2--rN -- *1 P{ +.1�ea. w..r■ e.....14'. •�ewra.u:n+.iL 4V:psi-Lease.r .• ..1.17- fox w a.'tv�+•w••n vy aaaosa N PP* Carrie Co United Technologies SUBMITTAL Project Scholls Business Center Date Wednesday, July 31, 2013 11 Table Of Contents Project: —Untitled78 07/31/2013 Prepared By: 12:04PM RTU D-4 3 Unit Report 4 Certified Drawing 5 Performance Summary 7 Spec Sheet 10 RTU-1 11 Unit Report 12 Certified Drawing 13 Performance Summary 15 Spec Sheet 18 RTU-2-3 19 Unit Report 20 Certified Drawing 21 Performance Summary 23 Spec Sheet 26 Packaged Rooftop Builder 1.37 Page 2 of 26 RTU D-4 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM RTU D-4 Tag Cover Sheet Unit Report Certified Drawing Performance Report Spec Sheet Packaged Rooftop Builder 1.37 Page 3 of 26 I Unit Report For RTU D-4 Project: —Untitled78 07/31/2013 Prepared By: 12:04PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model: 48TCDA06A2A6-0A0A0 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 „• Total Operating Weight: 579 lb Duct Cfg: Vertical Supply I Vertical Return Low Heat *** Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils not include unit packaging. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Gas Line Size: 1/2 Condensate Drain Line Size: 3/4 Return Air Filter Type: Throwaway Return Air Filter Quantity: _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 48TCDA06A2A6-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option Electromechanical control, No intake or exhaust option None Packaged Rooftop Builder 1.37 Page 4 of 26 • 1, Certified Drawing for RTU D-4 Project: -Untitled78 07131/2013 Prepared By: 12:04PM MOTES: UNITE D LO WI nee Ills DOCUIENI 31 IRE PROIF111 Of CARRIER CORPORA11DN 7(CNNOL0G,„CRACCE.I RI0 11 OEIINEIEO UIOR Ill EIPRESS CONDITION 1.11 1NE I�OOEN13R07NCd5711U1E 0YAP1R1[RfOPWRCE E DPI 1. DIMENSIONS ARE IN INCHES DIMENSIONS UNIT J H CARRIER 11tH ' CONICS RILL ROT It 031010500 OR USED•I11001 CARCIL ACCErt/JCE OF RT T0l/1 IN I I ARE IN MILLIMETERS 33 318 18 5/8 COAPoNA110P 5 X011101 cash. 18TC-A0/ (6171 _(1721 2.S CENTER OF GRAVITY 33 3/ /8 CONNECTION SIZES I81C-005 3811]e 1/337711 A 1 3/8' 1351 DIA FIELD POWER SUPPLY HOLE 3.41,DIRECTION OF AIR FLOW 18TC-006 33 3/8 1A 7 16171 1311//8 B 2' 1501 DIA POWER SUPPLY NIKKNOUT WC-AV 110511 1(37718 C 1 311. 1511 DIA GAUGE ACCESS PLUG D 7!8. 1221 DIA FIELD CONTROL WIRING HOLE 33-3/8 18181 8 3/1'-14 NPT CONDENSATE DRAIN 8 1/2',10 NP1 GAS CONNECTION 1 1 . ___! G 2 1/2 • 161)DIA POWER SUPPLY KNOCK-OUT 32.1/0 ECONOMIZER HOOD 18187 (OPTIONAL) 16 .I ' 11061 FILTER ACCESS PANEI MU-THE-BASE CHART 17001-L ESSI COEP + THESE HOLES 1[0(31130 FOR USE • ACCESS COIL �E— CRBTXWWA001 001, 007001 -PANEL THREADED WIRE AEO'D HOLE INDOOR COIL ^ ' 1 ( [0x0(337 SIR USE SIZES IMAL I ACCESS PANEL l- l� K I�\\� NR 1/2' ACC. 7/8' 122 2] _ __ \ 25-5/8 10-7/8 « I 1/2' 210 710• 122.11 RETURN/6521 AIR 1211] RETURN Y 3/1' 1001,003) POWER 1 I/O' 128.11 :pIWIMIR _ - sAA1p�l 44 ]IL' I T .. 6 A(A ZN• 10071 1/2'FAT GAS 1 3116' 130.01 11111] \ 1\\,�,�� - _ I \•=— FOR 'TNRU-7NE-BAS[PAN'FACTORY OPTION, 2-5/8.-I �� 0 FITTINGS FOR ONLY I.Y. 6 2 ARE PROVIDED BACK 161] \ E ALT.—1' .^'`-E{� ' TIP e SELECT EITHER 3//'OR 1/2' CURB •W F CONDENSATE - 17.3/0 FOR POW[R. DEP[MDING ON WIPE SIZE R DRAIN OPENING ■1070( i _ (151] NR 10011 PROVIDES 3/1'FP1 7X0(3[UA8 I IN BASEPAN 29.3/8 -7 SUPPLY . 26-1/2 29111 SUPPLY FLANGE 6 FITTING 18-1/8 - AIR (6131 (1591 -� AIR 16-1/8 11-7/1 12-111 Intl (3637 13121 F SEE THRU THE IE 6-1/1 T S ..` BASE CHART t57� R ilk — ', ` 3-3/8 ... --_ 150118 1651--Er 25 ~' CUE 17071 16361 1100] HOOD ^- 18.1/2 TOP 11101 X 10 1/2 /-5/e 11181 12651 (321 1321 LECTRIUL c . LOCATION CONDENSER I I CONTROL BOX INDOOR BLOWER COIL 9. ACCESS PANEL ACCESS , CONDENSATE I I IL TER I G — DRAIN IS-I)B (6388 OUTSIDE OPTIONAL 16-111 RETURN AIR FACTORY OPTIONAL IA211 AIR INSTALLED 19-112 FACTORY — ---F ANDLE 11•318 SUPPLY AIR CONVENIENCE I4941 INSTALLED .J 12811 I OUTLET I DISCONNECT =——— 1111111P/25 131!1 n 11681 r�--�, 6.1/8 �� =R1� y (](H U. 0 1155] = +- 3-3/4 HANDLE -8.3/8 6-5/8 7 6 195] 16-3/1 30.1/8 (2131 1168] 11711 11521 111871 (761] 26.3/1 11-3/8 -' 16811 BAROMETRIC 118881 31.1/1 RELIEF 1793) FLOW LEFT AIR *RETURN FRONT AIR RIGHT ANLEI WANE 1p180(0001 48TC 04-07 SINGLE ZONE ELECTRICAL C" 1 OF 11-24-08 09-29-08 COOLING WITH GAS HEAT 4870(500993 5. 0 Packaged Rooftop Builder 1.37 Page 5 of 26 Certified Drawing for RTU D-4 Project: —Untitled78 07/31/2013 Prepared By: 12:04PM U61TE0 1.0.11 416:111•,•911;T IS I41(1019x11 01(41111 1010*112 114141106 6r 1x1¢Npll41 1 Oa11111n iARR60LOGIfS 1r1K1lF.1i 1 11 ti 001141 711[41 0/1/11111 01 1 01E 00(11?104111101[141 IIHO11N11rE 1 STD. UNIT CORKER CORNER CORNER CORNER C.G. HEIGHT CARRIER ism ?wallah.wlnp 0011(.°A a rtnnrr c.esn xcctnra ar cw1(101. UNIT 6EIGNT 6EI8N7 (Al 6EIGHT(81 WEIGHT(C1 8EIGNT(D1 LOS. KG. LBS. 16. LBS. KG. L5S. NG. L85._NG. R T Z 487C-404 483 219 111 50 125 57 131 59 116 53 39[9911 23[5841 16 3/8 11161 46TC-1105 537 244 124 56 139 63 145 66 129 59 39[9911 23[5841 11 14321 48TP406 569 258 131 59 147' 67 154 70 137 62 39 19911 23[5841 17 1/1(4381 48TC-407 652 296 150 98 169 76 176 60 151 71 39 19911 23[5641 20 1/6 15111 CORNER A CORNER B 6 • _ 0 /feai'ri L CORNER D L CORNER C s TOP 1. • .1 110 0 OO FRONT sx[[r e.r1 unman 48TC 04-07 SINGLE ZONE ELECTRICAL 48TM500993 n. 2 OF 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 5. O. Packaged Rooftop Builder 1.37 Page 6 of 26 • 4 Performance Summary For RTU D-4 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Part Number:48TCDAO6A2A6-0A0A0 ARI SEER: 13.00 Base Unit Dimensions Unit Length: 74.4 in Unit Width: 44.0 in Unit Height: 33.4 in Operating Weight Base Unit Weight: 569 lb Medium Static Option: 10 lb Total Operating Weight: 579 lb Unit Unit Voltage-Phase-Hertz: 460-3-60 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: 57.9 F Evaporator Leaving Air WB: 57.3 F Evaporator Leaving Air Enthalpy: 24.56 BTU/lb Gross Cooling Capacity: 61.90 MBH Gross Sensible Capacity: 47.70 MBH Compressor Power Input: 4.43 kW Coil Bypass Factor: 0.055 Mixed Air Outdoor Air Airflow: 420 CFM Outdoor Air DB: 95.0 F Outdoor Air WB:_ 77.0 F Outdoor Air Htg. Temp.: 35.0 F Return Air DB: 76.0 F Return Air WB: 64.0 F Return Air Htg.Temp.: 70.0 F Heating Performance Heating Airflow: 2000 CFM Entering Air Temp: 70.0 F Leaving Air Temp: 97.3 F Gas Input Capacity: 72.0 MBH Gas Heating Capacity: 59.00 MBH Temperature Rise: 27.3 F Supply Fan External Static Pressure: 0.75 in wg Fan RPM: 1306 Fan Power: 1.33 BHP NOTE: Selected IFM RPM Range: 1035- 1466 Electrical Data(Before July 30,2012) Minimum Voltage:_ 414 Maximum Voltage: 506 Packaged Rooftop Builder 1.37 Page 7 of 26 14 Performance Summary For RTU D-4 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Compressor RLA: 7.7 Compressor LRA: 52 Outdoor Fan Motor Qty: 1 Outdoor Fan FLA(ea): 0.8 Indoor Fan Motor Type: MED Indoor Fan Motor FLA: 2.6 Combustion Fan Motor FLA(ea): 0.24 Power Supply MCA: 13 Power Supply MOCP(Fuse or HACR): 20 Min. Unit Disconnect FLA: _ 13 Min. Unit Disconnect LRA: 69 Electrical Convenience Outlet: None Electrical Data(July 30,2012 and Beyond) Indoor Fan Motor FLA: 3.4 Power Supply MCA: 14 Power Supply MOCP: 20 Disconnect Size FLA: 14 Disconnect Size LRA: 82 July 30th and beyond units can be identified by serial number 3112XXXXXXXXX and higher 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 84.0 125 Hz 83.3 80.3 82.2 250 Hz 76.3 67.4 76.3 . 500 Hz 72.0 64.5 74.8 1000 Hz 68.5 63.8 72.5 2000 Hz 62.9 58.0 68.8 4000 Hz 64.8 53.8 65.6 8000 Hz 60.4 46.6 61.8 A-Weighted 75.4 69.8 78.0 Advanced Acoustics ""°-. I 3 0 0 Advanced Accoustics Parameters 1. Unit height above ground: 30.0 ft 2. Horizontal distance from unit to receiver: 50.0 ft . 3. Receiver height above ground: 5.7 ft 4. Height of obstruction: 0.0 ft 5. Horizontal distance from obstruction to receiver: 0.0 ft 6. Horizontal distance from unit to obstruction: 0.0 ft Packaged Rooftop Builder 1.37 Page 8 of 26 NEW UNIT - BLDG N g-2. Ft�5 y� 7 ONLY unit Report For 5T pn4ou: -umuled/e 0001Q013 Prepared By: 02:57PM Unit Parameters Dimensions wx. |nJa Weight(ml'7^ Unit Model:. _-_--_-_ Unit 6'2.375" Unit Size:. oa Unit 8" �oo�m�o Unit Height- 2'e :vuhngType�'---'_-_'--_--'__---_-Gas ^- Tvm| OpomhnUYYo�ht-__--__' oumC��'-'---�*,�ma|Sunp�/vmrVum Return ---- Medium Heat ~` Weights mn Round Tube Plate Fin Coils not Include unit dimensions are provided primarily x"shipping purposes.For exact dimensions and weights,refer inappropriate product u"uc"/atew. Lines and Filters Gas Line Size: _'_- ----'_-�---'--__ 1/2 Condensate Drain Line Sba�---'_—'__-__--�/� Return Air Filter Type:.. ....... ---.......--Thmxwmmay Return Air Filter 2 Return Air Filter 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 optiona warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48TcsAo8/2A5'Ox0A0 Rooftop Unit 1 Base Unit Medium Static Option Electromechanical control.No intake or exhaust option None Packaged Rooftop Builder 1.37 Page 2 of 8 Certified Drawing for 5T 1 Project:—Untitled79 08/01/2013 Prepared By: 02:57PM Rolm U111{0 •f.4s 5144 7114 Ix�l.ln I IK It 1 7f rYg1Kll�li 14C:kcGiLJ 15w1n.5. r " i 017414 a r/nl "fit';ir,:re �{;1,' S t'2 Y 1. 17 a it IKYt, 011p51O16 YYII JJ 1n1 ,6 SOS C3w11• .1x■ • 11111;ti.'1�II11R«a9t l!el ott a1s.1<wne 5401 1 e• 1 °� !'•,' [■t 6K IY YI1 L[ttt k. cm", 1. Q11171 Or ORAYIIT fur' Intl 9 INC 403 Ste IJ(II t016Itt100 NM inn J. lnttum 07 qR me 14471 I3211 r73132.4W W 101 4 1 001.1111►11 rWI T 0.11, 301141 40U Yl[-404 Lill! 0 1'ISO/4(0 7007!WILT OOXOOI1 r}`7 4:1[•401 110511 ?IL? C 1 114'1312 11A 6000E ACCES4 71116 Y (((- - 0 111'ISIS 114 f IRLO C01TRU6 RIRI116 Rall �•'1 I 1117114 7 1043.11 001 C04RI111'.It 0R0It.J_ ..,,- �� I Ilt••IJ 171 Gf CONY(Cij01- i°".... 1 .---1 4 1 0713•»11 Ill MO SUMP 74 X.at �' I 32•I/I •• ' 770100/771 It I R---- A. _ j IS (01115541 11011 —� r((ILR RGS151 root( CPO-1 r00LtC33t coo, COYOER]LR IW[S[u1101F3 4(0J 09(00 111[ • •17[[44 COIL 1 CA0f400R1Y1401.107411 ,ARIL r- =s= . 1711000 COIL - •I ( CORI►111u1112 43 0177 IY04411./ KCttt PAY[L /i \ . 1015. Kc. »e•1a.:1 Z J J � Fic:1. »4 + t _ »2•J 4.1»1 i . 1053 1012 efi , R I i1�ORR iera•�suq. 11 �� ,� _ ,� L• 2e031 712•fir 645 t PIS'iJ:,61 II 11111. • 7-Sre..I \-t.-. - I IM 115$1416 AEI 741.11[1011 0012114 BACK for . ;- �' • t —� T—, 1rnlRas ra eeu N.V.1 t 1K ravtR7e Z J I ? iiee (CORUC11}AiL »CON ' IeR 0umC1.S„,..�Uq 411 UR[MK = 710011 710(11116 11►iM ) 11511 31 70011 Plait i/Y 017 TRW d111 1!•17: I IY 044000 y1r7L7 - 70-107 f;1 10 SUH%,T 41460(1 7ifilW f 1451) 1 ll7 10211 ♦IR 10-III 11•1ll 17•111 f�1ry1 �� r- I41,I (30]1 1311 9ASS.CYAi �;S"j r 1 1 I . .. �a�11 •--3•111 YI 71.111 1011 (S ‘\-{let (1011 Z 13141�~ 4 IMO ...---11.1(1-� t — 1m11 TOP 14101 r /-Sr: 11.11( 1111 CP 11111 17041 r 1171 2. 11 1`r! - —r--- ,..l SIC 7R1[µ �__—._' �,� II COL0(IIS(A COR1WL WA 116004 01.01(! CQ11 JI1Up= ? 747(73 740111 4[[155 I:1 0. 1117! 1040411111E 011171 14L�• ric; 4401(KIALLCO �3401Rt7t Il N. t ...... 0.111 Cam.®C_� :I�"_._e,ea _-�� 11661 ! tC10 I 1• (—l. OOy4 i1SS2 ,,,�, 1.304 YnImL4J -!•UR r-1.321 1 MI AV 91iIro 1132 1181 (1117 JIIS21 11641 M•1N IMO 10011 51-Irl UYdlI1lC _ 8331 uCr LEFT FRONT "IR Lt♦ *$11111 • N1GNT 1 R 1 14U1 - P71 I 1.MK114S i 487C 04.07 SIN6LE 2011E ELECTRICAL .. I al t 11-24-08 09-29-08 COOLING WITH GAS HEAT I A8TM500993 0 Packaged Rooftop Builder 1.37 Page 3 of 8 Certified Drawing for 5T Project:—UntItled79 08/01/2013 ,Prepared By: 02:57PM W Ir0 I I.BO 1114 MIS IX1T11,1 I1 l 15C0�l11l,M Clh 1 lol'NII A I11TtT1 a •Y hn Iel,taAl+s CTO.WI l CORSO /.00041 CORNER /.0x1411 'cai t061t5 I,IIeIIC•.. to n r 1t lmhi°IIIIICITI�'Ct`a`t wan c.A 601n tt+3tlhlt rM.h,,,. a �jt O11I KIWI 00001 l4! KI►xi 1D) RIM to 1CIOxf IDI C.0 WW1 '!M'c1►11IA ut), teli0h11� w11 n1 wrtPi� r"1f A 1P1'1T. �' .,I� IOC. 66. LOS.-IL LIS. 66. LOC, 14. OAS_ 16. I I I W 461C•4►4 413 111 111 54 135 51 11 S1 116 53 5S 11111 23 1104174 510 NI►1 UIC-10S 411 741 174 SS 1 7 1 S!-'143.. OS 121 S1' 3r140113-111504) 1r 14371 ' ,T' t� divas 5►► 754 01 71 141 ►t 154 )p IV 67 77 WO S3 11641 f1 114 14371_ gtC•461 417. 71C ISO 44 110 IS 114 10 _751 71 39 I0111 77 16141 70 Ws Ism VIM CORNER A CONNER B 0 i I I. 1 �, Z m _� C N Z CORIILN D L. -a CORNER C CO � I TOP 0 Z 1_ N ,,... [I c• =, . c) 000 -=- _ -cm: : 00c I , , •FRONT T.Itt DI" 's r' 'i6 48TC 04-01 SINGLE ZONE F!FCTRICAI ° 7. 7Or7 I II-24-081 09-29-08 L. COOLING WITH GAS HEAT 48TiA50094 J•I) I to Packaged Rooftop Builder 1.37 Page 4 of 8 • NEW UNIT- BLDG N C RA.• REISEMCE ONLY, Unit Report For 2T Project—Untitled79 08/1512013 Prepared By: 03:57PM Unit Parameters Dimensions(ft.In.)&Weight(lb.)- - Unit Model:. 48ES-A240403 Unit Length: 4 0.1875" Unit Size. _24(2 Tons) Unit 8.625" _208-1-80 Unit Helght____________________________3'4" 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 insteNed 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 311 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 48ES-A240403 Rooftop Unit 1 Base Unit Accessories CPHSTART002A00 Compressor Hard Start Kit 1 CPCRKHTROO8A00 240V Crankcase Heater 1 Packaged Rooftop Builder 1.38 Page 2 of 7 Certified Drawing for 2T Project:-Untltbd79 08/15/2013 Prepared By: 03:57PM tonne ....661 66I6 111.6445m1■1 In!WNW;M<yKi(1.010. .1.!11...'1 M 1.i.!111116!01 i0L I'Nlt 'J • v Wr tIt1+910II IS:».cwi.11 •r n OI�Irtt�0iliti 1Miii.04 Cll1NI11if IM.1 IM q11 1 C41,1r Irf 111111.!.1!/a C414121 11111 yt?Ir{w 1101 tl{tt141(". 'P 6U tI11DJ1[!11111 I;iirrMit 61 t1.1Y<t �� 45. II ICIEICAI _1111511 11. UNIT 111511 111!1 _ CE■ItR 01 6301017 11/111 CM4114:11815110 11 l6 'A' 0 1 2 11151-n31501540116A 110 Z03/Z30.1•60 501 171.5 60.116 1119 22•11111 319.4 11.5!161151 I 15.11111.394.5 •123715 -/}1.1!16-••• !•I 111 - 101;l-IYiA7DI0451/!011 J/570 2151710-1.201/510-3-54 305 740 0 47-I18 1172 25 11I11 615.1 15-5274 351 I 15-13/16 101,1 7252.11 LSAT.i1 [15111 IO l•l11A311060/010111/370 233/430.1. 200101h5.60, 115 114.6 41•116 1115 02.11!11 559.4 11'3115. 358.1 I6.5n 450.3 - .. 3-1llS-- 41031.141x341060/030161 460'3•16 333 151.3 61.11/- 1112 22.135'15 571.1 15•5/74 155.3 16•310 531.3 111.11 _ . 11115 taL1AG[ 11'.!1!0 fEKlr1 Is/Ns �� 47�Y�all. sVY.. 2111-I 9[76x1 711PnT •i' •S' •!• .. • 110111(131 111.51 18[s[•rNJ47110U/0101% :M113015.626.7 601.127.151,)4+i10E403.7 115 OT 4411 1/(111 �� t11C1 s ell .1111 .. 2 a +e[sr141A3ou1eri50aJ+AD 13,2)0 u.r 1+011 ala.0 x.s 4:.l lea.11 u.t � � t ! '� \, / 313 051110. .. .0215.1 11(61-11110641611/9101111511 2151230 47.1 71 t 61.5 20.115 6 11.1111.4150.6 061701 Of 9111.. .. ....... .. ... ..... . ..... ....6 0501 Z �- _' 1!151.561/341414/116/46 III 11.1 al.113.021.4.61.641,1116 4262.1 roll P12,1.... ....... X 1611.11 1611111/U •//. �\ OOt IO13l 13-11/16 All �l l' A 1• 301 LL01�3.33 0 11111 1%1E3 1011 */ Ia1.e1 Dr{3116 \ NIMC • NOTE: ALL TASTE DATA 1ELt0331/O*All TMT031 213311140 E53!*1 1lts,PDeCR tale!slal.. 14 In11 II X1.1; ,� L�. •1'1i OI1I0161106/!2C0*OYI27R U1111100%1008/0)308/1[[11 61XI toiot SI% ..X 161101•1 40 MIT 1 el";Or 0030111``!,ICES It OTN[R % .. .. I 2�� ,/'..' )•vu 6eNIgIS squirts.PO WV Silt .12 11016 81 Z _ �ISi,02 X181 a0111iq 1q 01/1641/1 AIM 1x!!1!0 031000*COIL-" , , ',� -.. Cf - 1104CS 1111 y E543.COIL%CL66 ISIS ..... . . . . , II 1314.11 1 - NKR[1611 SID/,.... . . .. 1� ,42 21111.0! 3 ti804.• 1311__'" rI T[3tEPT/OV 1[r,1[O01✓♦EI[*la ,� L 0)11 101 .- M 11111.71 m © © 7111E YAMS.1f ee........ _. . ". ... ........ �13 1 41 6 DICI P4A(1.... ...12(III 110 r 1052.11 1X1411111 OISIINCCS:11 U111 21 011120 IISS 13x11 12 1111.41 1103 11ll 0 111001 con TOP V� rD001 cell 342101.1144 316101 300101111CC 111633 C001011/510 Ot3*01013 11 Ii AK IN 1 z 1111!1 I 41 -_4.112 115.111 I 11111.41 1111,11 ui IIllIllIIll1 `'- _-.t...,-...� _!IIIIIIIII IIIIIIIII': , _ .1; Tra-IZS.17 014.1032-.`` 6011101 t+/r1 4•IIf 1 Ti I i A. �lal Is-7,t :tPt9T rttixn 1 n 1 �" 1161 , m�c7 R C, J711 San '4-5116 '3• 15_,11 I If2.11 _ fIDSI I Iln.tl!0•)111 i1 ^1-' L� 4-0_�/ .b C= I 3 O• 1 f i___1_ ii!I_ I 10" 111671 1C3 Q C� ] 0 0 !IP 101101.Iii 11.1.1. 1rr•U/n �PI3333 1 \` I un6 { 1rr•tu.113.1.!. 1 I Err 172./1 MP 1>?i q -'r-^ rA1Ql `t1ICt4KAl IK.1I 433 1111*1 )-via-.. ••-•- ICtt!S NOME _ 0*1.11 "`--"-- - 4-3116 33�i1 11/51 11711 03 - 1111 --a-sra-- •4/5 4.11113 1231.11 1311.11 1130.11 LEFT SEE VIM 11- t113.21 IAONT SOE 11E4 FEAR MEI 1 . 4 nu t 07,24/09 I w .e 9lNOLE /ONE ELECTRIC COOL III 04S RENEA1 1410 I 4SE5500214 1;0110 Packaged Rooftop Builder 1.38 Page 3 of 7 r NEW UNIT- BLDG R R-9 RF'ER 7/PE i V Unit Report For RTU D-4 Project:—Untitied78 ` 07/31/2013 Prepared By: 12:04PM Unit Parameters Dimensions(ft.In.)&Weight(lb.)*** Unit Model:_.._.._..._.._.._.._._.48TCDA06A2A6-0ADA0 Unit Length .._..._ ._.._.._..._.._..._.._..._.__6'2.375" Unit Size:_......__.. .__..._..___._......._ 06(5 Tons) Unit Width:.. ..__.._.__.......-----._-------.._...__...3'8° Volts-Phase-Hertz:..._.__.._.._._.._..._.__......._.._.460-3-60 Unit Height __T..__.._.._.._._.._.._..._..._.2'9 — Heating Type:___ -.--._---------..__.._......--.--...__.._..._..Gas *•* Total Operating Weight:_._......._.._.._... ..._.579 lb Duct Cfg:.__..._.-_..Vertical Supply/Vertical Return Low Heat ^'Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils not include unit packaging. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Gas Line Size ._..._._-. ._.. ._..._..._......__.._._.._._ .1/2 Condensate Drain Line Sizes ___________....._._.____3/4 Return Air Filter Type:.__.__._..__.._.._.-_.Throwaway Return Air Filter Quantity:...__._ __._ _.__..._ .__._..__.._..2 Return Air Filter 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 48TCDA06A2A6-0AOA0 Rooftop Unit 1 Base Unit Medium Static Option Electromechanical Control, No intake or exhaust option None • Packaged Rooftop Builder 1.37 Page 4 of 26 • Certified Drawing for RTU D-4 Project:—Untitled78 07/31/2013 Prepared By: 12:04PM *WV ORITIO •.o sot•w n t rxx{(}�� a en maim y}�a(1u��ly{satap a {{7 1�yr 1r�1tM( ] S S1t TL411M4t0oll s 11.0111,•R 1pI11 1. 'mr�I�•j•rs g MR1 IT 1.•I eA I I I 11 i� IIIM•P.•�•sr AA 10 1.�MxI:SI�KAl4 eRL}f«T[OIMFDLIOYL 1404 J [ CARRIER 11731 COMA lI MCI:PIMA 3PT1111.. •yen rlWll 11A'T'24 `y:3 �r[ a".04 33 Ste 1/31O' tt4ICt Or mum I On l Intl - �`« ;.6 MK-AOO !1!q I4 7lt CLYRCC1CI MIS •y7-' I14I1 i 11 1 1 sir Iry Ili 1.no MMll i 611 11110 U U !. 0100001:Of AIR Il•!A —P 4K ROC 17 N1 14 Ire' �r Unl ltl❑ I 7'11q 018 00YIR SUMS 11187:481 �••1.7 4K-801 it !Jt 14 lie C !111•1311 018 GAME ACCCS!ROI [1011) inn S I� ��------...((( 0 i/6•WI 014 1118.0 4,011401 11[1116 at wiz, 1 C 431'•11 an •._®-. ' 0 318111 - • ! r 1fY-1r pt 400 LORREC r10n 0 r t•1 1 611 null AURIr 01410-M1t r� • • �_, — •-____-- 31 111 _...___--, (101100041 18106 11C� 1, 4 MAI 1 @1!01411 11010 ~ Wittig ACE[•.!RtOICL 111(3•140-IA![0400! `� 000L•LC101 [G7:' i ! $L MOM 000314[0 FOR Yst ACCL57 1 COCIIR[CSCR r� CAtt17ORn01A01,203411 'RAYtt " 1 <�- 1 :010 Rg[ R[t�o O 18.818.0 z i11Ra04 cttt E E CM►ir 1410 1. 017(1 rI S 4461 0:401 I - _ R 107• KC rJS'17:.:1 m 1 \��) 2S••/e IO us ♦ : Ir1• !N lib'2:2.21 C �/ 161)1 I 1081 r] r r IL 10OS SIl1 6044 1 llb'228 41 '�•i AC IUIIY C �1eSe�(��T_�e SAT K I� �/ �,, Y0TD4N AIR t ASR ,ZII Nt71 107•(II 644 1 411•U0,01 {11111 • `� J 1 �_ I 104*ION-IMr-300IIAN.IK1(in 01124$ Z �� 11(11461 FOR 0411 0.1.6 7 ARC PROVISO SIMI DOER 3lI•OR 1rr•• 614 MAO. t04(11111C OM 020E 517E t ii4 1 f , - ~ pA flit $I 1110 „ 1:91)rMwmt!11f•rII 0x04 can CO 1 :O 641[1:: 30TT $•t/i Y-110 I TA t ..rw 0 W IIS111 I I t All 16131 ball WPlnl 1 A[R r I 1 I Li 1x11 14114 1)121 ._` „ II v Intl Iltit 408.08. L[OKrRCN Y4 +I Y/ =.r:cam I l lyt j �0 3.316 /r 11.140 IASI 2S -- (8.118. 11011 14311 -11001 Nap ..-11-u:- t ...—8 FOP 24(01 4.US apt?? 11181 11461 I.1rl LCC1NICAl - j 1571 - 18122 f CM0(4sp -- 404T001 0111 101104 081x01 f 4 f• CAII. :004811 0:048. A7ZL31 CO4D Rilti C 18.1410 I _- 04111 23.114 .._ --- 2ron2m arCDMAI p 1114 AIp r1CTORr '�i. wr2 8100(81041 I�� n-ve �TA --4114100 COInt61CMR tiyyrA1``((pp� ISM ru*i 6.110 f E3�( r �� 11[11 I��r� C1 11111 ��I®�4 l �-3re 6-S13 1 IsI loan n[1) Inn i 11107 r8.N8. 1)•100 70.172 — IN11 Oft 18.0008. li•Ir4 LErT 1113! RCM FRONT :I.nr it itI RA 76 RIGHT AIR "t' MII anRIMI 48TC 04-al SINGLE ZONE ELECTRICAL T a x 11-24-00 I OS-24-08 COOLING WITH GAS HEAT I • 48TM5on443 ••1 5 0 ._ Packaged Rooftop Builder 1.37 Page 5 of 26 Certified Drawing for RTU D-4 Project:-Untitled78 07/31/2013 Prepared By: 12:04PM IM[t[0 r r.w nu J.J to �t 1 rratn p Gllt 1 tt1MaM a`Jtgrof a wx vwt.M mt Iaualm 14144"a tts s..w q1,.. .k • 14 . ul1 rZ311.J-�1A A sJ 4.J,,rn rn+,n.a...0 a �yIJ{.� ,J.f 1 / 0 ""1.--'f01 CU tl 910. UMII CIROCII Milk -COAMLR COAL/ (0 NIl$ 'owl CI$$t Ck �uJ, I�r�jIII IM�I .f04i lf. ,uni.¢o rcur�J. 911)1 MGM KIM 131 SLIM 12 *Guilt IC> /Last CDI _._.�____ �y' LOC. (rte 4 (L� CO. 1 1 7 __ ---r g1C•A01 43 TII 125 Ilt I10 N 31 10111 IS 11011 I0 110[0101 '� 9ITC A00 OJT __....�..__- _ NIZII t71 iM to tr0 50 30 INI)71 f91t II I+fl • •00 1 Nell !ST gum 117 07 130 TO III 6!-71 31111,J!(3 I IT_III HJ01 I$lt•AO 117 I 171 II t00 f1 IT* 1q 17`r 11 Sf I00iI1 7�1 I4!I 70 i if bill y'iry CORIIER A COHIIER B r- r a_______„. . 0 g.:____ QI i,l , I.. _._./Iii !Li, \\N.______,....r.•?..;..... z • . 2 --- :_..___ !9 C Z CORNER D ( O 1 CORNER C W r I- 1 OP 0 C, Ci . r . s =1 clop .=_ .c. 1: : ook FRONT NMI 1 wt WIRMr 481C 114-07 SIfilt Ni 011E EIECTRICAI. 48111500993 Ir1^F iart 11-24-08 09-29-08 COOLING NITN GAS NEAT I I5. L L. o Packaged Rooftop Binder 1.37 Page 6 or 26 • OPTIONS: e11KWNOM0 AND 1012101110110 PER AMN MI ..* REVISIONS MATERIAL: 114a.GAL STEEL REV. DESCRIPOON DAIS APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: Tag: I INITIAL DRAWING 6/23/2006 1"1.1 @LB DUCT INSULATION (R VALUE 3.BSL 2 CHAGNED TO PARALLEL 9/28/11 MWG GASKET PROVIDED WITH CURB 3 REMOVED SUPPLY BRACE TO MATCH IURRET PPWK 1/30/2013 EH 1 1(2'ADDED TO EXISTING CURB O.D. Approval: '—SUPPLY AIR , C," u �'`'� RETURN AIR—� j--3315/78 I % \ - .. ..11•V r C 25 1/8'L .1-11",:s..„...1) INSULATED �,�- `�`'y ,y,/ y A COVER .,_ %'" 4611/18' `�/ e 10 34 7/16• ysys s sy' —� 141!1' 46646 yy 21/4_ v 21J4' ysyyys N. 2`TYP T— I 403/4• SUPPLY iff 70718" 11 43' {..----406116•-._._.—_-__ C T — .i EXISTING CURB LAYOUT �i 11 p 12• I ®— .»...r.. 275ti8•— I IF" I— 441/2----4 - 763/4• �-{ CDI I I Existing Unit New Unit Tonnage Supply NunWra PresuaeDrop Pressure,DM 1-3000.4000 TRANE CARRIEROIRYANT 3 0,0461420 0.0201120 4 0.0811120 0.0351120 5 0.1281120 0.0531120 6 0.1821120 0.0761420 CURB SHOWN IS CDI STANDARD CONFIGURATION 1b9 I MasAPPPn10V4u o"E •' 1-3000-4000 CDI RESERVES THE RIGHT TO CHANGE LAYOUT . .•. Monde.July20.20134:52:6 N QUOTE#: WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A RIFYDJ nwrcua�o- ;JS, '. - Y 17500 TYLER ST NW -REM* 141.4..;°• ""' DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PCPILY JARE11RIN OPENN CDI a „� RN RIVER. 51336 �. 1-3000-4000 PRIOR TO PLACING AN ORDER. .MTNANYMtBtTtONa ::: (7!� P111[_MCKIP ORAWINO MGf(,N!t/,_.e%'� l��} (7/JJ701.7!!1 «.u. 1.20 I wrn I a 4 �l 1 .A /AtC1a0AOI MCP TOIDImgaSPIRMIN T11a11110 REVISIONS REV. DESCRIPRON DA1E APPROVED Attn: Tag: 1 INRIAI DWG M16110 SRP Approval: I• •33 13/16' I I 12114 1-.- r 1 311' --RETURN AIR =moo 17 sar I "-, .41,1'1111-'-. -yy�ylAlR A fI / r7••74/J 1 INSULATED EXISTING CURB LAYOUT ^ PANEL .. l ` IR / 1� 1 / \ V, 21 116' 19 5/6- 21q'—1 r.-2 SH' 13'�— + 0 1--_ - 22112 $ SUPPLY 4 ilk 461116- 1 F ,.....__30 SS'—1 IP - I. 40 AIME IMMIll ..1.11 54 5J6" "I 3' 1_■ 35 112'—•-I CURB SHOWN IS CDI STANDARD CONFIGURATION 80.48 o auvAln s �� 1-3025 4021 Naas: CDI RESERVES THE RIGHT TO CHANGE LAYOUT „;,.,,.„ , t.t.6 ADDED TOgeOLD CUM 0.0 WITHOUT NOTIFICATIOAI, CURB IS NEEDED IN A IW Juno to m1O2 ST 9s Art QUOTE#: 2 MATERIAL:1PROVID®GALVANI ED STEEL •vanwaw•LV ANC RCnRIN OPel+alaa `�•�:L �n�" TRIER rnER ST NW `O . WITH MRS DIFFERENT CONFIGURATION COI MUST BE NOTIFIED 'NOTE ANY CHA 1.:"....,. ,,� �„�, C+D j euc arvEn,NN sstw _ta4'ts4rrll 4.INSULATION:1'11J2LBDENSrn. PRIOR TO PLACING AN ORDER. "CALL MANANYAWPs,roN. f I*3iII.TI}1 K.�.. 1:20 d i •FA%SACK IF CRAwawnOK Al I w..q 'a 1 >-I a.7)Inw.[.AIlD10lA1414R0?MAUI rIU..1.1 —RE97-- M DAZE AI'I'ROVED I INIMLDWG N73I2W6 Attn: Tag: 2 UPDAtED VOA BRACES 1I/29In 00 Aaaroval: T1 /f //�/ -y 15314'4 r f V V�� 1 SUPPLY AIR L3y7 ZZ 1I7 RETURN AIR—N. '��j rr"s 25U8' I �i ��,� Os LINSULATED �� COVER EXISTING CURB LAYOUT ► `=� ,,i0.1.,',., `YY J x 11 mo-331516 —*-1 r -89318• - i 34118' SUPPLY �.__.___._.�__.__._ r 41110 t 1'► RETURN 1611!16' , o- I I - I — C 17 318' lh r. 51 15116' -• 5415/16' j-. 70718' —..{ 5' - B7118' --0- f ,- L. 76 718' -'-I��7 L. 37 716'- ,--{ *.ICNro. 7 ArP.evuA PM "" 1-4510-4000 CURB SHOWN IS COI STANDARD CONFIGURATION 155.24 -,odwn was: CDI RESERVES THE RIGHT TO CHANGE LAYOUT x"...11...-.'- Twidq,Nwwnhm29,201 34017 PM QUOTE#: 1.1.5'ADDED TO OLD CURB 0.13 WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A ■w n,w..: Z.MATERIAL:18 gm.GALVANIZED STEEL Ice sums ANo PIRAN OPiMIWI ^::b" 176E0 MAR ET WM 3.GASKET PROVOED WITH CURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED Ott ANY CNAAGIS CDI Ks RIVER.MN 53330 �� 1-4510-4000 4.INSULATION:r 1 112 LO DENSITY PRIOR TO PLACING AN ORDER. u WITH ANY QUESTIONS (7113 31.»00 471 MCiir Mw lOys 11.0 Al It 1-,W�4F1 pp)101.7131 rrr 1:20 J.441. 3 v 3 1 W Fisi _FFERE? E o � .Y E xs�r Cr - AN ,b-z �-ry TRANS` BLDG ! - Weights (3.25Ton) Table IAAS—Maxirxm Unit And ComerWetghts Mal And Censer Ql Gratvrty Dimensions din,) Unit Maximum WeigtRs(Lb51= Comer Weights 91s)1 Center of Grey(h) Torts Model No. Shgaping Net A 8 C co Length Width 3 YG13036C11C0037C 782/811 6211651 209217 1581159 1161124 1361151 37/36 75(20 4 YC4046CJ4C*049C 6111845 63' • 216221 1591168 123/131 142/153 37/37 19120 —110 5 l5?Gl10E1OPYC*061C 631/901 6 41019 219230 163/176 1261137 152/170 36/38 20127 6.614 Y00075C./Y04+074C 938/956 751 • 238/240 1921199 1441151 1761177 39140 21/21 YC44090CrY01086C 952/955 793/177 262/246 203/199 1511151 1771180 39139 21/21 2 71/5 Single Compressor YC60900!Y V091D 7044/1057 855/869 297/298 2081214 151/150 199200 3717 2020 Dual Compresor 85 YC*102C/VC*103C 1169/1532 962/1233 329/395 2441326 165/231 223/280 38(43 25(26 10 YC*12013MC*120C 1546/1191 1247/994 425/334 331/252 215/171 276/227 41/38 25120 YC#121C 1891 1523 516 391 266 351 46 29 1215 YC*150CMC*151C 1599/1915 1305(1547 430523 342/383 234271 294/370 42/45 26'30 15 YCrk180WYCM81C 19062476 153812017 5351693 381/507 259/345 357/472 45152 29'35 1735 YC*210CIYC4211C 1987/2547 1619/2088 553/701 415/538 279/369 372/480 46/53 29135 20 YC4440611'C4r241C 2484/2645 2025/2186 714/751 532/588 333/373 447/494 52/53 32134 25 ½14c7008NC*301C 2541/2650 2082/2191 721/755 552/569 351/373 4581495 53/53 33/34 NOTE; 1. Corner weirs are puellor lnlam»tion only.815.25 tan tints nest be soly ted con lmmusl/by a curb or equt:aten frame support. 2. 'e.reigtat,are approdro W_t#ai7duala>a Da..*wv taut and Corner»eights may way Slightly. ar carrot LENGTH B CENTER OP 0 MARTY WIRTN O 0 C CENTER or awry • *lf licate:r both tiMtrnfloer and horizontal unit:. 100 11T-0X001-EN • TRANE' 13 L06- A Dimensions YCCO18-060 Outline- Rear NOTE:ALL DRAWING DIMENSIONS ARE IN INCHES 994 993 SUPPtl B CCCNOUIZCR/F IL7ER CvaPORAigR [OIL RETURN ACCESS PANEL �ELOA'ER PANEL -"‹.:-li --.:;"1 P1,NE1 C � l� LENT ER OF GRAVITY `Il �` . I • 1! GAS tit N.P.T. SUPPLE 1i CAS COrMECT ICW OPENING DVANF co- P�. ��`-L1 / FOR FEMALEH SUPPLY HP1 OPENING / NOR i 70/.41 AL -" VP(MI NG RETURN RETURN OPENIN"v N ?- s�va<.aw.a:.i1+ I. L r 3 DI5'C.]14.01 SWAG( SL- i 1020[, r a i ? 1 13PEARANC� SURFACE � If T O- SUPT--L5'-k RETURN ','%//iii 1 PANEL 2 SEC1 Y-Y SECT. X-X TYPIcm. cRoss SEC r1ON OF GLyRNFLCW SUPPLY k TIPICAL CROSS SECTION RETURN PERIMETES FLANGES OF SUPPLS &RETURN PERIMETER FLANGES From Dwp.21D661RK 11111 CORNER WEIW3 (LDS) WEIGH'MODEL WEIG11T A B C p E F G H J K L M H P 991 WT 993 994 YCC0166-1. 68.3 61.7 84 929 A9' ;=Y13.C,74FSG:: WA 670 65 996 _ii=31t:;" 85.1/4 36 23-3116 '5.9/16 11-1116 64116 6.1315 17 51.5/16 55 17-112 10 3 4.7116 YLC730R.L Mb 61.4 67 ►42 - YGC030Fa1 64.178 6606 62.1 113.7 338 20-34 28-1316 - YCC935F-L 789 68.3 55.6 1997 352 55.144 36 79:3.16 18-9/16 11-1h6 5-6/06 5.1318 i7 1631' 241916 17-10 10 3 4-7/16 YOZe36F-11 66 67.5 932 115.13 364 YCL036F-H 90.3 me 101 173.7 799 Y000426.14 103.6 e0.7 96.6 122.5 412 62.314 36 29-3/16 18-8/16 11.1/15 6916 11.14 17 1684 261/4 17-10 10 3 8-34 YCC046F-1.1 104.E 64.8 1022 120.4 418 YCC048F11 1216 104.6 1925 157 515 65-5/16 46 33.34 21.1115 16.1116 4.15116 9.1/6 21-15116 25 29-7.32 27 14 3.172 195'66 '765744 135 4,109.6-137.3 199.3 552 _ _ _ - 2B 22.1295-O5-0303(EN) FtJii RFFERVI F jitY Fx=srzAr Inv n -if r R-,t, . Physical data Mt ov Pt UNIT SIZE 48 SERIES I 004 it ":006e 1 006 UNIT SIZE e8 SERIES _ 004 j 005 I 006 OPER Wi(lb) HO LO i HD I 1.0 FURNACE SECTION Unit 640 .y.� 650 680 i 660 Ternperawre Rise IFI with Economise I 665 4�,1' .7S. 705 l 685 Max External Static Rool Crab 130 46.10 130 Press (in wgl See Heating Ce Heating Input Ina Table and COMPS 11000 Btul+) Effictencttu Table Qty Type 1 544023E 1 P53260 I P60265 Output Cepaetty Oil fat) _.. . 42 I 66 y. 66 11000 Muhl REFRIGERANT REFRIGERAT —H-22 Rumor Orifice Olam (Capillary Control) lin ..dull sits) Charge(1b) 5 I I 4 8 7 2 Natural Gas 0960 41 COND COIL Copper Tube,Aluminum Plate Fins Propane and 0695 53 Rows 2 1 2 2 Butane Oat Fins per inch 17 0 17 0 1 14 0 Pilot Orifice Dlarn Total Face Area(MI'HI 6 3 8 3 9 73 (in drill fuze! ------•-�--• Natural Gas 017 77 COND FAN Propeller Type,Direct Dow Propane and ' Nominal Cfm 2200 1 3100 3900 Butane Get 012 — Oty.•.Dism(in.) 1 22 1 22 I 22 Therrnottat Hari Motor Hp 1/3 1/2 I 1/2 Anticipator Slatting Motor Rpm 840 - 1075 1075 460V 1 20 EVAP COIL Copper Tube,Aluminum Plate Fins 208/230V 1 00 Rows 2 2 3 LOW-PRESSURE Fins per Inch 14 0 14 0 14 0 SWITCH Total Face Arss(sq 1t) 5 33 5 33 5 33 (Suction Line) EVAP FAN HD LO Cutout(twig) 27± 4 flty...Slasfirt.) Std 1 10c10 1 10x10 1 11.10 1 16110 Reset(p1191 67± 7 Alt 1 10s10 — 1 10410 1 11x10 AIR INLET SCREENS -. — _ .. --r Nominal Cfm 1200 1500 2000 2000 Qty,.Site(in I 1 3231941/2 Motorhp Std 1/3 3/4 1 3/4 RETURN AIR FILTERS �_ Alt 314 — 3/4 i 1 16x25x1 ' Nominal Motor Rpm Qty Sl:e(In 1 1 20x2641 Std/Ain Low 800/ 690 690 IDOD/ 990 890/1000 - y High 850/1050 1050 1130/1050 1050/1130 ' Selection procedure (with example) I Determine cooling and heating requirements at III Select unit to meet required heating capacity. design conditions. From Heating Capacities table read that unit 48HD006 Given. has output capacity of 96,250 Stub which is adequate Required Cooling Capacity (TC) ,... ... 56,000 Btuh for the giver{application. Sensible Heat Capacity (SHC) 39,000 Btuh IV Determine fan speed and brake horsepower(bhp) Required Heating Capacity 90,000 Btuh requirements at design conditions. Condenser Entering Air Temperature 95 F Job requirements call for 0.4 in.wg ESP.The additional Evaporator Entering Air pressure drop of the economizer must be added in. Temperature 80 F edb,67 F ewb Job ESP - Economizer PD = Total ESP Evaporator Air Quantity 2,000 cfm .40 + .05 = .45 ESP External Static Pressure (ESP) 0.4 in. wg Electrical Characteristics (V-Ph-Hz) 230-1-60 Performance Enter Fan Performance table at 2,000 cfm for 48HD006. Read that at low speed (230v) the ESP of the fan is ,50 in. wg and .75 bhp. This will adequately handle job II Select unit based on required cooling capacity, requirements. Enter Cooling Capacities table at condenser entering air V Determine net cooling capacity. temperature of 95 F, 2,000 cfm and 67 F ewb. The Cooling capacities are gross capacities and do not 481-UD/LD006 unit will provide a total cooling capacity account for indoor fan motor(IFM)heat.Determine net of 61,000 Btuh and a sensible heat capacity of 43,000 capacity using the following formula: Btuh. For evaporator air temperature other than 80F Net capacity = Gross capacity - IFM heat edb, calculate sensible heat capacity correction, as = 61,000 - .75 bhp (2,545 Btuh/bhp) required, using formula in notes following Cooling x 1/motor efficiency Capacities table. = 61,000 - .75(2,545) (11.62) NOTE Unit ratings are gross capacities and do not = 61,000 - 3,078 account for fan motor heat.To calculate net capacities Net capacity = 57,922 Stub see section V. Net sensible capacity = 43,000 - 3,078 = 39,922 Btuh 7 . 15!01 +- R-10 D -I- . Physical data UNIT SIZE 48 SERIES i 004 006 1 006 UNIT SIZE 48 SERIES 004 1 005 1 006 OPER WT Bbl HD I LD HO 1 LO _ FURNACE SECTION Unit 640 x870 J+ 650 680 660 Temperature Rise(F) with Economizer 685119E 675 705 685 Max External Static Roof Curb 130 130 130 Press (in tug) COMPR Heating Input See Heating Capacities and Efficiencies)able Qty Type 1 M4023E 1 P53260 1 P60268 11000 Btuh) Output Capacity Oil(oz) 42 66 66 - -. 11000 Stull) REFRIGERANT R-22 Burner Orifice Diem (Capillary Control) (in . .drill size) Charge(lb) 6 1 I 4 8 1 7 2 Natural Gas 0960 41 CORD COIL Copper Tube.Aluminum Plate Fins Propane and Butane Gas Fins 0595 63 2 2 2 Pilot Orifice Diem Fins per inch 17 0 17 0 14 0 Total Face Area(sq ft) 6 3 6 3 9 73 (in drill size) Natural Gas 017 77 CORD FAN Propeller Type,Direct Drive Propane and Nominal Cfm 2200 3100 1 3800 012 — Butane Gas Qty...Diam(in.) 1 22 1 22 1 22 Thermostat Heat Motor Hp 1/3 1/2 1/2 Anticipator Setting Motor Rpm 840 1075 1076 460 V 1 20 EVAP COIL Copper Tube,Aluminum Plate Fins 208/230V 100 Rows 2 2 3 LOW-PRESSURE Fins per inch 14 0 14 0 14 0 SWITCH Tote)Face Area(sq ft) 5 33 6 33_ 5 33 (Suction Line) EVAP FAN HD LO Cutout(prig) 27± 4 Qty...SIzelin.) Std 1 10x10 1 10x10 1 11x10 1 10x10 Reset(psig) _ 67± 7 Alt 1 10x10 — 1 10x10 1 11x10 AIR INLET SCREENS _ W -- Nominal Chit 1200 1500 2000 2000 Qty..Size(in) 1 32x19x1/2 Motor Hp Std 1/3 3/4 1 3/4 RETURN AIR FILTERS • Alt 3/4 -- 3/4 1 Nominal Motor Rpm Qty Size(in I 1 16x26x1 Std/Alt 1 20x25x1 Low 800/ 890 890 1000/ 890 890/1000 High 1 850/1050 1050 1130/1060 1050/1130 Selection procedure (with example) I Determine cooling and heating requirements at III Select unit to meet required heating capacity. design conditions. From Heating Capacities table read that unit 48HD006 Given. has output capacity of 96,250 Btuh which is adequate for the given application. Required Cooling Capacity (TC) 56,000 Btuh Sensible Heat Capacity (SIC) 39,000 Btuh IV Determine fan speed and brake horsepower(bhp) I Required Heating Capacity 90,000 Btuh requirements at design conditions. Condenser Entering Air Temperature 95 F Job requirements call for 0,4 in.wg ESP.The additional Evaporator Entering Air pressure drop of the economizer must be added ill. Temperature 80F edb, 67 F ewb Job ESP + Economizer PD - Total ESP Evaporator Air Quantity 2,000 cfm .40 + .05 = .45 ESP External Static Pressure (ESP) 0.4 in. -1-60 wg Electrical Characteristics (V-Ph-Hz) 230-1-60 Enter Fan Performance table at 2,000 cfm for 48HD006. Read that at low speed (230 v) the ESP of the fan is .50 in. wg and .75 bhp. This will adequately handle job II Select unit based on required cooling capacity, requirements. Enter Cooling Capacities table at condenser entering air V Determine net cooling capacity. temperature of 95 F, 2,000 cfm and 67 F ewb. The Cooling capacities are gross capacities and do not 48HD/LD006 unit will provide a total cooling capacity account for indoor fan motor(IFM)heat.Determine net _ of 61,000 Btuh and a sensible heat capacity of 43,000 capacity using the following formula: Btuh. For evaporator air temperature other than 80 F Net capacity = Gross capacity - IFM heat edb, calculate sensible heat capacity correction, as = 61,000 - .75 bhp (2,545 Btuh/bhp) required, using formula in notes following Cooling x 1/motor efficiency Capacities table. = 61,000 - .75 (2,545) (1/_62) NOTE: Unit ratings are gross capacities and do not = 61,000 3,078 account for fan motor heat.To calculate net capacities Net capacity = 57,922 Btuh see section V. Net sensible capacity = 43,000 - 3,078 = 39,922 Btuh 7 Ib(u$ 'v RIu• 8-2. TR NE` Weights (3-25 Ton) Table W-3—Maximum UnitAnd Corner Weights(Lbs)And Center Of Gravity Dimensions On) Unit Maximum Weights(Lbs): Corner Weights(Lbs)1 Center of Gravity(In.) Tons Model No. Shipping Net A B C D Length Width 3 YCD036CNCD037C 782/811 621/651 209/217 158/159 116/124 138/151 37/36 19/20 4 YC*048C,NC*049C 811/845 639/672 2161221 159/168 1231131 142/153 37/37 19/20 5 YC*060CNC*061C 831/901 659/118" 219/230 163/176 126/137 152/170 36/38 20/21 6,6V4 YC*075CNC*074C 9381956 7501187 238/240 192/199 144/151 176/177 39/40 21/21 YC*090CNC*086C 982/965 793/777 262/246 203/199 151/151 177/180 39/39 21/21 Single Compressor 7,71i YC NC*091 D Duel Compressor 1044/1057 855/889 297/298 206/214 151/156 199/200 37/37 2020 81/2 YC*102CNC*103C 1169/1532 962/1233 329/395 2441328 165/231 223/280 38/43 20/26 10 YC*12013NC*120C 1546/1191 1247/984 425/334 331/252 215/171 276/227 41/38 25/20 VCK121C 1891 1523 516 391 266 351 46 29 12'1 YC*150CNC*151C 1599/1915 1300/1547 430/523 342/383 234/271 294/370 42145 26/30 15 YC*18013NC*181C 19062476 1538/2017 535/693 387/507 259/345 3571472 45/52 29/35 11' YC*210CNC*211C 1987/2547 1619/2088 553/701 415/538 279/369 372/490 46/53 29/35 20 YC*2408NC*241C 2484/2645 2025/2186 714/751 532/568 333/373 447/494 52/53 33/34 25 YC*300BNC*301C 2541/2650 2082/2191 721/755 5521559 351/373 458/495 53/53 33/34 NOTE. 1. Corner weights are 9t.en for information only.84.25 ton units mu:1 be supported contirtuauslj by a curb or equt;alent frame support. 2. Weights are approximate.Horizontal and Doomnow unit and corner verghts may vary slightly CENTER OF. GRAVITY LENGTH A — — a CENTER OF GRAVITY 0 0 WIDTH 0 c CENTER OF GRAVITY *Indicate--both do snfion and horizontal units. 100 RT-PRC001-EN . . Rios N Rau C-3 0 TRANS' Dimensions YCC018-060 Outline-Rear NOTE:ALL DRAWING DIMENSIONS ARE IN INCHES „7„----.--'"--W4 B �4 � W3 SUPPLY & ECONOMIZER/FILTER EVAPORATOR COIL & RETURN ACCESS PANEL- 9109ER PANEL PANE L7 C '--,E 1` GRAVITYOF `�F W2 E <-..,'''' D ,__I.:: %.:.,. I Y : ' %--- .. �Y ,� 1i DIA. ENTRY - HORIZONTAL `- •' .��,, ;�:-. Y, �_ SUPPLY GAS 1/2 N.P.T. OPENING `�` I `,L Y..� 1� GAS CONNECTION _ r SUPPLY P %•��' CONDENSATE DRAIN OPENING FOR 3\4" FEMALE NPT HORIZONTAL \�j'� OPENING RETURN RETURN OPENING N ys LlaauEEraislwuS 1. IL --4 r TN,L, ISLE .'. i 4 „u. 9 3 a 1 APPEARANCE SURFACE .1___..11 OF SUPPLY« RETURN -',.�� 1 PANEL SECT Y-Y SECT. X-X TYPICAL CROSS SECTION OF TYPICAL CROSS SECTION RETURN PER/METERL FLANGES OF SUPPLY & RETURN PERIMETER FLANGES From Dwg.21D661890 MI MODEL CORNER WEIGHT(LBS) UNCT A B C 0 E F G H J K L M N P W1 W2 W3 W4 WEIGHT X YCCO18F4. 88.3 61.7 94 _921 307 YCCO24F4-':,i 69.4 605 85 99.5 ':`.:3145<_' 55-1/4 36 25-3/16 18-5116 11.1/16 6.916 6-1308 17 21.5116 25 17-1/2 10 3 4-7/16 YCC030F-4. 70.5 61.4 87 998 - 319 YC0530F44 64.06 69.06 92.1 1117 358 20-3'4 25-13/16 YCC0361%L 703 68.3 05.8 109.7 352 55-1/4 36 293/18 /8916 11-1/16 649116 8.13/18 17 17.172 10 3 4-7/16 YCC038F-M 86 67.6 932 115.13 384 19.3/4 24-13/18 _ YCC006F-H 90.3 73.9 101 123.7 309 Y00042F-9J 1038 66.7 98.6 1226 412 62-34 36 29306 18-0/18 11.1/18 60/16 11-118 17 19-3/4 28-1/4 17.1/2 10 3 934 Y00048FAA 104.6 84.8 1022 1204 418 YCCO48FH 123.8 1048 132.5 157 516 YCCO6OF-M 1354 1098 137.3 169.9 552 853/16 45 333/6 21.1/46 16.1/16 415/16 9.1/8 21-15/16 25 29-7/32 20 14 3.1/2 85116 28 22-1298-06-0303(EN) Performance Summary For RTU D-4 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 84.0 82.2 76.3 74.8 72.5 68.865.6 61.8 87.2 Lw B 57.8 66.1 67.7 71.6 72.5 70.0 66.6 60.7 77.7 LwA C 51.6 49.8 43.9 42.4 40.1 36.4 33.2 29.4.54.8 Lp D 25.4.33.7 35.3 39.2 40.1 37.634.2 28.3 45.3 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 Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. FanCurve ., 18 '._,1933143m iLORPM E1110111111 131131111111 111 14 Mal= \um, Gam 9 -ja. <AOBHP, NEI 010 c.imphoils a. V) 06.E MalME '`� \! MUM 02 111111111111-E 111■, 0.7581711 iMefF ___i 15 18 21 24 D AIflc'w(CFM-thousands) RPM=1306 BHP=133 MaximumRPM=1466 MaximumBHP=2.90 Note:Pleasecontactapplicationen igforselectionsoutsidetheshadedregion. SC-System Curve RP-RatedPoint Packaged Rooftop Builder 1.37 Page 9 of 26 Spec Sheet for RTU D-4 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Packaged Rooftop Builder 1.37 Page 10 of 26 RTU-1 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM RTU-1 Tag Cover Sheet Unit Report Certified Drawing Performance Report Spec Sheet Packaged Rooftop Builder 1.37 Page 11 of 26 Unit Report For RTU-1 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model: 48TCED14A3A6-6BOGO Unit Length: 7'4.125" Unit Size: 14(12.5 Tons) Unit Width: 4' 11.5" Volts-Phase-Hertz: 460-3-60 Unit Height: 4' 1.375" Heating Type: Gas `~ Total Operating Weight: 1294 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: 3/4 Condensate Drain Line Size: 3/4 Return Air Filter Type: Throwaway Return Air Filter Quantity: 4 Return Air Filter Size: 20 x 20 x 2 Unit Configuration High Static Option Al/Cu-Al/Cu Electromechanical Controls wNV7220 Econo Controller Temperature Economizer w/Barometric Relief Standard Packaging 2-Speed indoor fan motor controlled by VFD 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 48TCED14A3A6-6BOGO Rooftop Unit 1 _ Base Unit High Static Option Electromechanical control,Temperature economizer with barometric relief and W7220 economizer contro 2 Speed Fan Controller (VFD) Packaged Rooftop Builder 1.37 Page 12 of 26 Certified Drawing for RTU-1 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM NOTES - —- UNITED r o NO/1204 4x11 40/00/01 15 100 PNCW[Nll m C++RI[N CURr01A11011 fp TECNNOLO8 ED ATIAC+EI,x R IS 01L1N[N[x UP N 11[IMPALES CON41110+1x61 1N[ ap saio>�COF 0000 0OS/NBAN00A((�I0010Ma 1, DIMENSIONS ARE IN INCHES. DIMENSIONS UNIT OUTDOOR COIL TYPE X CARRIER 11204 / 000rnla m1 x0C N[P11Ctoa[E 00 01L0 nlxo0r uN+RA 0//111000[Dr/001100/ IN f I ARE IN MILLIMETERS. C00ra171m 5 N111r[x ca(a[n 2 CENTER OF GRAVITY 4$TC-D14 MCHM 11 318 12891 CONNECTION SIZES 18TCD11 RIPE 15 7/8 19 2/0 A 1 318' 1351 DIA FIELD POWER SUPPLY NM 3.y DIRECTION OF AIR FLOW 14031 110261 RTPF - ROUND TUBE. PLATE FIN (COPPER/ALUM 8 2 1/2. 1611 DIA POWER SUPPLY NNOCNOUT NEXT YONATION PAL UM/ALUM Y—f • ( t 7/4• 1511 DIA GAUGE ACCESS PLUG ECONOMIZER ROOD 2D'3/1 D 118. 1221 DIN FIELD CONTROL WIRING HOLE 4 1111111111.1 • (OPTIONAL) • 15261 I 3/1•-11 APT CONDENSATE DRAIN F 3//•-11 NPT GAS CONNECTION "A N Tr- _ i 0 Z' 1511 DIA POWER SUPPLY NNOCR OUT I FILTER ACCESS PANEL - A (DISPOSABLE FILTERS) ` 192516 12-5/8 AM 1HRU-THC-9ASE CHART RETURN AIR 13211 THESE HOLES REQUIRED TOR USE CONDENSER \ 1 RETURN CPITAPWR002A01,001601 i 1 AIR COIL ; � A/-�.— TNACnDEp CRC R[0'D HOLE q.', ..•••"f/•i CONDUIT SIZE USE SIZES IRAN I INDOOR COIL , ACCESS PANEL ' Y 10.316 W 1/2• ACC 7/8. 122.21 • i - I I 110271 N I/2' 240 NB' 122_21 28-711 Y 1 1/1• 1002,0011 POWER 1 3/1• Ill 41 R 17311 37518 OO J v SUPPLY AI 19551 2• 10011 311'FPl GAS 1 $18' 117.11 FOR •TARU 7NE-BASE PA N'FACTORY OPTION. 1169176 11} 1 * 5[E 2 I NIP FITTINGS FOR ONLY N. I. 12 Alf PROVIDED 11121[3557�ti91 TXRU THE BAS[ 10021 PROVIDES 3/4'FRI TNRU CURB BACK 4 1 ; 1 k •.--..CKAR1- /LANG(B FITTING 29-5/8 - � — 6-1/4 11511 L 4 11591 11001 r 14 3.1/1 E ALT 13561 1831 x CONDENSATE 2.7/8 25'1/2 1518 DRAIN IN OPENING 16161 1731 125/8 13211 11181 LICTRICAL II B. CONTROL 805 E STD ,11 G ACCESS PANG CONDE x5 A7( DRAIN FITTER• OPTIONAL INDOOR ROMP 28L3/8 —\ CONDENSER ACCESS 11001 COIL , FACTORY M. FLUE LMATION 1973/8 INSTALLED MOOD SUPPLY AIR ;6 318 } 34 112331 DISCONNECT 19231 OPT 10061 191)1 �I RE`I RRN , 26 I IONAT INSTALLED [ 13.7/8 = 6191 612510E NANDLE� , i-NANOL( CONVENIENCE DUTLET C 1 D A 13531 _ _ 1W .'6$■ 6-SIR II I_ I��_ Ham— =}pII 11681 l�}•• �� •j o 114661 Certified Drawing for RTU-1 Project: —Untitled78 07/31/2013 Prepared By: 12:04PM UNITED P 0 NON NNNN THIS OOCUNCNT IS TIIE PIDPEITT W CNNNIEI CWPDINI`NN 4UBNI6AIDN DE 1x[S(oNMINDS On OOCDKKMiS OUTDOOR STD. UNIT CORNER CORNER CORNER CORNER CARRIER OGI ES S.IKUNH.Nr D IS UCIIVCNED UPON[H([x10[56 CONNI[IOC 11101 F NOF4 NOT c0N0TIIDTI PUN)P(NFONNNNCt OP C G CARRIE MINI [OWx1Exr5 NN S NOT NC D16CLOS[D ON 0USD v1TNWT CNNNII KC[■INN[[ON 1001NKr UNIT COIL WEIGHT... WEIGHT (A) WEIGHT(B) WEIGHT (CI WEIGHT (S) _ PDN0n0rs Ilur[N EDNS%N1 TYRE LBS KG LBS KG LBS KG LBS_ AG LBS MG % r __ 2 48TC-D14 MCHX 1116 506 - 297 135 157 71 729 101 434 191 29 1/2 1749] 34 1/4 18701 ZO 1/4 15141 ..STANDARD UNIT WEIGHT IS WIT))LOW GAS HEAT AND WITHOUT PACKAGING. 4811.014 RIPE 1167 530 349 159 167 76 211 96 440 200 31 3/8 11971 34 3/4 18831 01 7/8 15561 roll OTHER OPTIONS AND ACCESSORIES. REFER TO TIE PRODUCT DATA CATALOG. RIPE - ROUND TUBE, PLATE FIN (COPPER/ALUM) MCH%-MICROCHANNEL IALUN/ALUM) CORNER A CORNER 8 • • CORNER D L CORNER C X TOP 1 •® • 2 I. 1 � — I , — � 00 O : 00171 FRONT 6UFEI 0011 1IIPINC[OIS 48TC-14 SINGLE ZONE ELECTRICAL RD 20F2 10-04-10 08-30-10 COOLING WITH GAS HEAT 48TM501441 G Packaged Rooftop Builder 1.37 Page 14 of 26 Performance Summary For RTU-1 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Part Number:48TCED14A3A6-6BOG0 ARI EER 10.80 IEER: 11.8 Base Unit Dimensions Unit Length: 88.1 in Unit Width• 59.5 in Unit Height: _ _ 49.4 in Operating Weight Base Unit Weight: 1167 lb Medium Heat. 18 lb High Static Option 15 lb Temperature Economizer w/Barometric Relief: 74 lb 2 Speed Fan Controller (VFD): 20 lb Total Operating Weight: 1294 lb Unit Unit Voltage-Phase-Hertz. 460-3-60 Air Discharge Vertical Fan Drive Type Belt Actual Airflow:_ _ ___ . ._ _ _ _ 4800 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 60.0 F Evaporator Leaving Air WB• 57.3 F Evaporator Leaving Air Enthalpy. 24.59 BTU/lb Gross Cooling Capacity. 148.00 MBH Gross Sensible Capacity: 103.80 MBH Compressor Power Input 10.20 kW Coil Bypass Factor 0.245 Heating Performance Heating Airflow: 4800 CFM Entering Air Temp 70.0 F Leaving Air Temp: 105.4 F Gas Input Capacity- 180.0 1 224.0 MBH Gas Heating Capacity. 183.68 MBH Temperature Rise. 35.4 F NOTE: . ... Second Stage Supply Fan External Static Pressure. 1.00 in wg Options/Accessories Static Pressure Economizer 0.30 in wg Total External Static: 1.30 in wg Fan RPM• 1162 Fan Power. 4.39 BHP NOTE Selected IFM RPM Range: 1022-1240 • Electrical Data(Before July 30,2012) Minimum Voltage. 414 Maximum Voltage. 506 Compressor#1 RLA• 9.7 Packaged Rooftop Builder 1.37 Page 15 of 26 Performance Summary For RTU-1 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Compressor#1 LRA:___ 62 Compressor#2 RLA• 10.6 Compressor#2 LRA• 75 Outdoor Fan Motor Qty. 1 Outdoor Fan FLA(ea) 3.1 Indoor Fan Motor Type. HIGH Indoor Fan Motor FLA: 6.4 Combustion Fan Motor FLA(ea). 0.25 Power Supply MCA. 33 Power Supply MOCP(Fuse or HACR): 40 Min. Unit Disconnect FLA 34 Min. Unit Disconnect LRA. 197 Electrical Convenience Outlet: .. None Electrical Data(July 30,2012 and Beyond) Indoor Fan Motor FLA: 6.4 Power Supply MCA: 33 Power Supply MOCP 40 Disconnect Size FLA: 34 Disconnect Size LRA 197 July 30th and beyond units can be identified by serial number 3112XXXXXXXXX and higher Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 98.8 95.4 87.0 125 Hz 96.4 89.8 85.2 250 Hz 84.6 75.5 84.6 500 Hz 78.6 70.8 84.9 1000 Hz 75.7 69.2 82.2 2000 Hz 72.6 65.1 78.4 4000 Hz 76.1 65.8 75.3 8000 Hz 78.5 63.0 72.9 A-Weighted 85.6 77.9 87.0 Advanced Acoustics 0 NOP - 1141 - I `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 Packaged Rooftop Builder 1.37 Page 16 of 26 Performance Summary For RTU-1 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM 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 87.0 85.2 84.6 84.9 82.2 78.4 75.3 72.9 92.4 Lw B 60.8 69.1 76.0 81.7 82.2 79.6 76.3 71.8 87.1 LwA C 54.652.852.252.549.846.042.940.560.0Lp D 28.4 36.7 43.6 49.3 49.8 47.2.43.9 39.4 54.7 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Fan Curve 1sN MII '- \ ..,.. \ . hk1xlmilw kik1407 16 Wor,MILIM. \ Kook"pa. 1 614 PlAilAMMI . Mil lir■al =I 12 .,_.-..,.aIM� . IU II 10 . ...: _- i � N I._ ya MMal 11.. 1' IL • a I ■1111.- i/111■-nl.:CAM 1011, 1 ill IHL mi . m IN_ , lirldrihnrall . ':...._,. . . .. nik m CO 14 21 28 35 42 49 m es 70 - Airibw(CFM-thousands) RPM=1162 BHP=4.39 MaximumRPM=1130 MaximumBHP=4.70 Note:Pleasecontactapplicationengineeringforselectionsomidetheshadedregion. SC-SystemCurve RP-RatedPoint Packaged Rooftop Builder 1.37 Page 17 of 26 Spec Sheet for RTU-1 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Packaged Rooftop Builder 1.37 Page 18 of 26 RTU-2-3 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM RTU-2-3 Tag Cover Sheet Unit Report Certified Drawing Performance Report Spec Sheet Packaged Rooftop Builder 1.37 Page 19 of 26 Unit Report For RTU-2-3 Project: —Untitled78 07/31/2013 Prepared By: 12:04PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model. 48TCDA05A2A6-0A0A0 Unit Length• 6'2.375" Unit Size. 05(4 Tons) Unit Width:_ 3'8" Volts-Phase-Hertz. 460-3-60 Unit Height. 2'9.375" Heating Type. Gas *** Total Operating Weight 547 lb Duct Cfg: Vertical Supply/Vertical Return Low Heat *** Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils not include unit packaging. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Gas Line Size. 1/2 Condensate Drain Line Size. 3/4 Return Air Filter Type- Throwaway Return Air Filter Quantity. 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 48TCDA05A2A6-0A0A0 Rooftop Unit _ 2 Base Unit Electromechanical control, No intake or exhaust option None Packaged Rooftop Builder 1.37 Page 20 of 26 Certified Drawing for RTU-2-3 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM NOTES: 0 UNITED P.0.DM 110e TM WNW'15 THE PROPERTY 00 CARRIER CORPORATI01 TECHNOLOGIES 601ACRSE.1Y I5 0L10ERCD 111011 THE(6050SS OWIITE01 TINT iRE 6 s NOT tM6rI1151TE tILTIR NINIKEE OR 1. DIMENSIONS ARF IN INCXES DIMENSION$ UNIT J N CARRIER 11m COAIERAT nu roT eE DCONSENTN DR us[N mxom cuenR 010151ARR w 1111001. ]N[ ]AAE IN MILLIMETERS. 33 3/8 18 5/8 CORPORATION'S MITTEN 0016[X1. 48TC•A04 [8471 IA121 2.s CENTER OF GRAVITY 48TC-A05 33 3/6 14 1/6 CONNECTION SIZES [8471 [3171 A 1 3/8. 135] DIA FIELD POWER SUPPLY HOLE 3.Ellip.DIRECTION OF AIR FLOW 48TC-A06 311,1%7 1 71 1 13111 8 0 2• [501 DIA POWER SUPPLY KNOCKOUT 48TC-A01 6105,1 11311118 C 1 314' 151] DIA GAUGE ACCESS PLUG D 718' [221 DIA FIELD CONTROL WIRING HOLE 33-3/8 1 E 3/l•-11 NPT CONDENSATE DRAIN [848] F 1/2•-11 SRI GAS CONNECTION -- -• I .'—f 6 2 1/2 • [61]DIA POKER SUPPLY KNOCK-OUT •72-1/4 ECONOMIZER HOOD 18181 (OPTIONAL) 16 [406] FILTER ACCESS PANEL THRU-TNE-BASE CHART (TOOL-LESS( COMP. i THESE HOLES REQUIRED FOR USE I CONDENSER ACCESS COIL r yyy�y CRBTMpMR001A01. 003401 •PANCL AF J O THREADED WIRE ROOD HOLE INDOOR COIL !� ` CONDUIT SIZE USE SIZES (MAI.1 ACCESS PANEL 1 L--C W 112' ACC. 7/8'[22-21 �IIIII'Ir�\\� 25-5/8 10-7/8 ♦ I• 1/2' 218 7/8' [22.2] \\ RETURN(AIR 12771 RETURN Y 314' (001,003) POWER 1 1/3' [28.11 _[�A�1•�I��WI• /0101£r 44 U I , 1, „ - AIR 244 10031 1/2'FPT GAS 1 3/16. 130.01 I [11171 1\`,�/� f FOR•TNRU-THE-BASEPAN'FACTORS OPTION, BACK [6118.1 • \" i� 13.---T- . 1 FITTINGS FOR ONLY I,T,8 2 ARE PROVIDED •TTP E ALT. I , SELECT EITHER 3/4'OR 1/2' CURB T - ,A - _ —-FUG • CONDENSATE 1T-314 1 FOR POWER. DEPENDING ON MIRE SIZE WIDTH I '1 DRAIN OPENING 1151] RR [001)PROVIDES J/1'FPT TNRV CURB T IN BASEPAN SUPPLY • 26.1/2 29-318 FLANGE 6 FITTING . 18-118 } Z l AIR [6731 [7171 AIPPLY f/59] 1 :� AIR 16-116 11-111 121/1 _ 14117 [3631 [3127 I SEE THRU THE--,/ HE 6-15!1 { + S t BASE•CHART T_ [1571 . •_; i -- 3-3/8 IA\ 12-1/8 [851 25 `FLUE ~ 13017 ~ 16361~^ -4 HOOD 18-1/2—••+ (1001 TOP 14701 N 4•5/8 0-v2 [1191 [2651 131/4 1321 • LECIRICAL _ 1 _ i DISCONNECT ill _ LOCATION CONDENSER CONTROL BON INDOOR BLOWER COIL =A, . II ACCESS PANEL ACCESS E RAI I I ILTER I EEL CONDENSATE DRAIN - - __ I 25-118 1638] Li— OUTSIDE OPTIONAL =_ 16-311 RETURN AIR NVENIENNCE —_ , IF 10-1/2 OPTICMAL I ii II! ANDIE 11318 —$UPPLTIA[A— I AIR CONVENIENCE Ig11 INSACTLED 2851 ll OUTLET —_ 'I DISCONNECT f� 0I 1i �,� 153914 6-5/8 n 6-1/8 IBR{=I II I IMIIIIIIIII___=" BSI 11661 IiOO r1.1 : : 00% [1551 HANDLE II 3-3/4 30-118 6-3/8 6.5/8 7 [ [1521 [95] ITT8TI 11641 [2137 1168] !1771 [1181] 26•3/4 TI-3/8 168,] BAROMETRIC 118881 31-1/4 RELIEF 11931 FLOW LEFT FRONT SUPPLY AIR 4, RETURN RIGHT AIR SKEET DATE SOPERCE060 48TC 04-07 SINGLE ZONE ELECTRICAL 101 I OF 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48TM500993 5. 0 Packaged Rooftop Builder 1.37 Page 21 of 26 Certified Drawing for RTU-2-3 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM ift UNITED P.O.SOS 405 TXIS RMAN0HT IS INC PROPERTY OS CARRIES COPP0ATI0N RWNERSIdI OE RNERE ORA rn OR'OWNS TS STO.UNIT CORNER CORNER CORNER CORNER CARRIER SYRACUSE Nr ASS IS 001 vOIEO WON THE ENPNEOT C0100TITI1 RE C OHS pOEE NOT CORPTITIITE PART PERMORWMCE OR C.G. HEIGHT CARRIER TOED, C4HIER3 RLL IIOI RE 0[9CE09E0 0R 5000 PITRORT CARRIER ACCEPTANCE Of COMM,. UNIT WEIGHT WEIGHT IAI WEIGHT 181 WEIGHT ICI WEIGHT 101 COAPoIATIgI'O IIR177EN COXS[IR. LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. X Y I 48TC-804 481 219. 111 50 125 57 131 59 116 53 39[991]23[584] 18 3/8[4191 48TC-A05 531 244 124 56 139 63 145 69 129 59 39[9911 23[584] 11[4321 48TC-409 569 258 131 59 141 67 154 TO 137 62 39[991]23 1584] 17 1/4[4381 48TC-407 652 296 1.50 68 169 76 176 80 157 71 39[991]23 1584] 20 1/8[5111 CORNER A CORNER B ■ — o • IIIL d 111..1.11;. HOP, • 6 5) • CORNER D A' — CORNER C H - TOP • • 2 0 I::00 1 I I l: • : 00 FRONT SHEET RATS aVENCE0E0 48TC 04-07 SINGLE ZONE ELECTRICAL REV 20F 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48TM500993 5..0 Packaged Rooftop Builder 1.37 Page 22 of 26 Performance Summary For RTU-2-3 Project: —Untitled78 07/31/2013 Prepared By: 12:04PM Part Number:48TCDA05A2A6-0A0A0 ARI SEER: 13.00 Base Unit Dimensions Unit Length: 74.4 in Unit Width: 44.0 in Unit Height:_ 33.4 in Operating Weight Base Unit Weight: 537 lb Medium Static Option: 10 lb Total Operating Weight: 547 lb Unit Unit Voltage-Phase-Hertz: 460-3-60 Air Discharge: Vertical Fan Drive Type: Belt Actual Airflow: 1600 CFM Site Altitude: 0 ft Cooling Performance Condenser Entering Air DB: 95.0 F Evaporator Entering Air DB: 80.0 F Evaporator Entering Air WB: 67.0 F Entering Air Enthalpy: 31.44 BTU/Ib Evaporator Leaving Air DB: 60.2 F • Evaporator Leaving Air WB: 57.7 F Evaporator Leaving Air Enthalpy: 24.83 BTU/Ib Gross Cooling Capacity: 47.60 MBH Gross Sensible Capacity: 34.22 MBH Compressor Power Input: 3.31 kW Coil Bypass Factor: 0.246 Heating Performance Heating Airflow: 1600 CFM Entering Air Temp: 70.0 F Leaving Air Temp: 104.1 F Gas Input Capacity: 72.0 MBH Gas Heating Capacity: 59.00 MBH Temperature Rise: 34.1 F Supply Fan External Static Pressure 0.75 in wg Fan RPM: 1052 Fan Power: 0.90 BHP NOTE: _ Selected IFM RPM Range:770-1175 Electrical Data(Before July 30,2012) Minimum Voltage: 414 Maximum Voltage: 506 Compressor RLA• 6.2 Compressor LRA 41 Outdoor Fan Motor Qty 1 Outdoor Fan FLA(ea) 0.8 Indoor Fan Motor Type: MED Indoor Fan Motor FLA: _ 2.1 Combustion Fan Motor FLA(ea): 0.24 Power Supply MCA: 10.7 Power Supply MOCP(Fuse or HACR)• 15 Packaged Rooftop Builder 1.37 Page 23 of 26 Performance Summary For RTU-2-3 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Min. Unit Disconnect FLA: 10 Min. Unit Disconnect LRA: _ _ 49 Electrical Convenience Outlet:_ None Electrical Data(July 30,2012 and Beyond) Indoor Fan Motor FLA: 2.6 Power Supply MCA 12 Power Supply MOCP 15 Disconnect Size FLA 11 Disconnect Size LRA 52 July 30th and beyond units can be identified by serial number 3112XXXXX0XXX and higher Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 86.7 87.0 90.9 125 Hz 81.0 78.0 84.6 250 Hz 72.7 64.4 79.5 500 Hz 68.6 62.5 77.9 1000 Hz 65.3 61.8 76.5 2000 Hz 59.6 55.7 71.1 4000 Hz 61.2 51.2 66.9 8000 Hz 56.4 43.8 62.5 _ A-Weighted 72.3 67.9 81.0 Advanced Acoustics 0 i y 1 NI Lit % O " _ _ l; % `p p Advanced Accoustics Parameters 1. Unit height above ground. 30.0 ft 2. Horizontal distance from unit to receiver: 50.0 ft 3. Receiver height above ground• 5.7 ft 4. Height of obstruction• 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction: _____ 0.0 ft • Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 90.9 84.6 79.5 77.9 76.5 71.1 66.9 62.5 92.4 Lw B 64.7 68.5 70.9 74.7 76.5 72.3 67.9 61.4 80.8 LwA Packaged Rooftop Builder 1.37 Page 24 of 26 Performance Summary For RTU-2-3 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM C 58.5 52.2 47.1 45.5 44.1 38.7 134.5 30.1 60.0 Lp D 32.3 36.1 38.5 42.3 44.1 39.9 35.5 29.0 48.4 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide;other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Fan Curve 20 18 1► A nag IP/ c 14 m P- p2 mumni ka= cn 1D d ce C6 =FM 11111M 04 miruump 00 Ce C6 09 12 15 18 21 24 Airf bw(CFM-1110usalds) RPM=1052 BHP=0.90 MaximumRPM=1175 MaxunumBHP=2.40 Note:Pleasecontactapplicationengiriee ingforselectionsoutsidetheshadedregion. SC-SystemCuvve RP-RatedPoint Packaged Rooftop Builder 1.37 Page 25 of 26 Spec Sheet for RTU-2-3 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM Packaged Rooftop Builder 1.37 Page 26 of 26 2T Project: -Untitled79 08/15/2013 Prepared By: 03:57PM 2T Tag Cover Sheet Unit Report Certified Drawing Performance Report Spec Sheet Packaged Rooftop Builder 1.38 Page 1 of 7 Unit Report For 2T Project: -Untitled79 08/15/2013 Prepared By: 03:57PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model. 48ES-A240403 Unit Length' 4'0.1875" Unit Size' 24(2 Tons) Unit Width: 2'8.625" Volts-Phase-Hertz: 208-1-60 Unit Height' 3'4" Heating Type. Gas *** Weights and Dimensions are approximate.Weight does not include roof Duct Cfg: Vertical Supply I Vertical Return curbs,unit packaging,field installed accessories or factory 40,000 Btuh installed options. Approximate dimensions are provided primarily for Standard Unit shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Total Operating Weight. 311 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 48ES-A240403 Rooftop Unit 1 Base Unit Accessories _ CPHSTART002A00 Compressor Hard Start Kit 1 CPCRKHTR008A00 240V Crankcase Heater 1 Packaged Rooftop Builder 1.38 Page 2 of 7 Certified Drawing for 2T Project: -Untitled79 08/15/2013 Prepared By: 03:57PM UNITED 6.0 BDt 4600 MS 0000451 IS 141 1411[411 01[*16TH[OtPfUIid 51NWISSI06 a iHA Il 06uIR5 00 003110/0 TECNNOLOGIE$SY1gUSE.NY 00 IS 0111611[0 UPal THE CYPRESS 5/1011100 11141 ilM 1115 pt W6filtYrt vex/HIR00NeN[t ax CARRIER Intl CW0610 0111 011 8[01sc1ure 00 465[0 Wlipui CeRll[1 4[1114.X[[a ca1n.11 [006011.7100'5 001 71[6[065114. UNIT ELECTRICAL UNIT WT. UNIT HEIGHT IN/MM CENTER OF GRAVITY IN/MM CNARACTERISIICS LB KG 'A' 4 9 7 4(01/11142410401060/30 708/230-160 304 137.8 401/8 1079 2213/16 579/ 15.5/16 388.9 15.11/11'398.5 •-I 9-15116 ZI 9/16 9 15/76 16E51'/NIA301040/060113/510 208/2301. 208/2303-60 309 140.0 42-1/8 1070 22.13/16 579 4 15-5/16 388.9 1513/16 401.6 !711 e7 1541 11 (252.11 4805 •/014361060/090113/510 208/2301, 208/230-3.60 319 111.6 46.1/8 1172 2213/16 579.4 15.5/16 388.9 16-5/8 122.3 3-7/16 - 480S1/61/6361060/090160 460.3.60 333 150.9 46.1/8 1112 2213/16 519.4 15.5/16 388.9 16.5/8 422.3 81.31 CORNER WEIGHT LB/KG UNITS VOLTAGE �M OOIOt1tE NM 1-314 RETURN SUPPLY © - 1' '2• •8' '4' IN[xE5 It 169.8] 68[51•INIA211010/D60/GO 208/230 45.6 20.7 60.8 27.6 91.1 11.4 106.3 46.3 TOP OF UNIT 1/1355 61 48E51•/XIA101040/060113/510 208/230 46.3 21 0 6 1.8 28.0 92.6 47.1 108.1 49.1 DUCT SIDE 0[ UNIT 2(52 81 w, , SIDE OPPOSITE DUC 1S la 1355 61 • (8051•/414361060/090113/510 208/230 4 7,8 2 1.7 63.8 28.9 90.6 13.4 111.6 50.6 BOTTOM OF 5911 0 ID 01 48E51 /N1A36(060/09016D 160 17,8 21.7 63.8.28.915. 41.5 111 6 529 FLUE PA NFL... 36 1971.41 RLIURN SUPPLY PEE.=UM=ARMEE.15-15/16 A1R � NIP INCHES 16101 1401.8] I[OPTIONAL OPENING/'1II A ` I\.,[N!NG NOTE OPTIONS EXCEPT CCONONIZE(OR ALL FACTgiT INSTALLED /6(1 AND UNGROUNDEDNSURFAC1S. PONI9 ENTRY SIDE... 36 19116081 1' I UNIT AND BLOCK OR CONCRETE WALLS AND OTHER 411 / II_ •'III lUN/� ��1 3 3/16 GROUNDED SURFACES. P0WER LNURY SIDE 42(1366 81 I': J #- •• A.4.1'.1 181 01 1®IIWD C EAR.=M OP6AAn0M AND¢RVICNO OUTDOOR COIL 1\� j v1 ' INCHES 1MN1 � / EVAP COIL ACCESS SID[ 36 1914 01 Y 9� --� y�1�'I '- Pp1ER ENTRY SID[ .. 42 11066 81 I`��` (EXCEPT FOR NEC REOUIREM[NTSI �'�• U911 TOP . 48 11219 21 "- - - SIDE OPPOSITE DUCTS . .. .36 1914 01 CI iir © 6 DUCT PANEL 12 130/.814 1152/1 441114118M DISTANCES.IF UNIT IS PLACED LESS THAN 11 130461 FROM WALL INDOOR COIL SYSTEM.INEN 5151611 PERFORMANCE MAYBE CO0104416E8 TOP VEW OUTDOOR COIL DIMENSIONS IN II ARE IN NN lir 317/16 1 41 r--4112 1198.51 175.41 11193 RI 1114 31 IIIII'll'I• 4IIIIIIIIIIIIIIIII! 1.119• [28 61 DI. 6 0 1111111111111111 • IIIIIIIIII4 - .IIIIIIIIIIIIIIIIII 716 I ZIC21T DILL[NORr1AY YIIIIIIIIIIIIII7 i .: �fi • limp, 1517/8 SUPPLI RETURN MI DUCT DUET 1403 21 OPENING OPENING Ill f 1915/16 Jill 3.5/8 715116 '1' 1506 I] 15518 1111 „.. 192 71 1363 51 1396.9110 3IT6 _ -4-• '0 • rr 258 8] Yt 6-9/16 A O�T O• r,0 =' O, {mm ��O [166 71 O O I 1 I 1 • 0 01 DRAIN OUTLET COMPRESSOR 8/0611 111' 112.i]M.P.1 1 314' 119.01 0.4.1. 12.13/16 PANEL .X. PRXEL LCC TP]C Ai 113/16 J ill6-+ N 7l8' (22.0]SEEP 1325 41 116 01 I GAS ENTRY .F ACCESS PANEL 187 31 325/8- 48-3116 21116 3/16 (828,71 I/TA 1 152.11 14.61 �, 9.1/8 �-21.5/8-4- 9-1/8 *- 1 13/16- L 1250 81 1519 31 1250 81 FRONT VIEW 1122.21 LEFT SIDE VIEW RIGHT SIDE VIEW REAR VEW 07124/09 SINGLE ZONE ELECTRIC COOLING WITH GAS REHEAT (SMI 48E550021 4 3RE60 Packaged Rooftop Budder 1.38 Page 3 of 7 Performance Summary For 2T Project: —Untitled79 08/15/2013 Prepared By: 03:57PM Part Number:48ES-A24O4O3 ARI SEER- 13.20 Base Unit Dimensions Unit Length• 48.2 in Unit Width• 32.6 in Unit Height 40.0 in Total Operating Weight 311 lb Unit Unit Voltage-Phase-Hertz• 208-1-60 Air Discharge. Vertical Fan Drive Type' Direct Actual Airflow' 842 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: 61.1 F Evaporator Leaving Air WB• 58.5 F Evaporator Leaving Air Enthalpy: 25.32 BTU/lb Net Cooling Capacity: 23.17 MBH Net Sensible Capacity' 17.22 MBH Total Unit Power Input 2.10 kW Coil Bypass Factor 0.094 Heating Performance Heating Airflow:__ 842 CFM Entering Air Temp. 70.0 F Leaving Air Temp. 105.2 F Gas Input Capacity' 40.0 MBH Gas Heating Capacity: 32.00 MBH Temperature Rise- 35.2 F Supply Fan External Static Pressure- 0.70 in wg Options/Accessories Static Pressure Wet Coil- 0.04 in wg Total External Static. 0.74 in wg Fan RPM- 1050 Fan Power 0.33 BHP Fan Motor Size, hp- 1/2 NOTE High Motor Speed,Vert Electrical Data Minimum Voltage- 187 Maximum Voltage* 253 Compressor RLA• 12.8 Compressor LRA• 58.3 Outdoor Fan FLA(ea):__ 1.2 Indoor Fan Motor FLA* 4.1 Power Supply MCA- 21.3 • Power Supply MOCP(Fuse or HACR)• 30 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Packaged Rooftop Builder 1.38 Page 4 of 7 Performance Summary For 2T Project: -Untitled79 08/15/2013 Prepared By: 03:57PM 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 66.0 250 Hz NA NA 66.0 500 Hz NA NA 70.5 1000 Hz NA NA 71.5 2000 Hz NA NA 67.5 4000 Hz NA NA 62.5 8000 Hz NA NA 58.5 Advanced Acoustics , r o ` C o c L . 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 1 k _ 2k 4k 8k Overall A 0.0 66.0 66.0 70.571.5 67.5 62.5 58.5 76.2 Lw B - 49.9 57.4 67.3 71.5 68.7 63.5 57.4 74.8 LwA 26.2 C 0.0 33.6 33.6 38.1 39.1 35.1 30.1 26.1 43.8 Lp D - 17.5 25.0 34.9 39.1 36.3 31.1 25.0 42.4 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 1.38 Page 5 of 7 Performance Summary For 2T Project: -Untitled79 08/15/2013 Prepared By: 03:57PM 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 1.38 Page 6 of 7 Spec Sheet for 2T Project: -Untitled79 08/15/2013 Prepared By: 03:57PM Packaged Rooftop Builder 1.38 Page 7 of 7 • 5T Project: -Untitled79 08/01/2013 Prepared By: 02:57PM 5T Tag Cover Sheet Unit Report Certified Drawing Performance Report Spec Sheet Packaged Rooftop Builder 1.37 Page 1 of 8 A Unit Report For 5T Project: -Untitled79 08/01/2013 Prepared By: 02:57PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model: 48TCEA06A2A5-0A0A0 Unit Length• 6'2.375" Unit Size. 06(5 Tons) Unit Width. 3'8" Volts-Phase-Hertz: 208-3-60 Unit Height. 2'9.375" Heating Type. Gas *** 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 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 48TCEA06A2A5-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option Electromechanical control, No intake or exhaust option None Packaged Rooftop Builder 1.37 Page 2 of 8 . . • . r Certified Drawing for 5T Project: -Untitled79 08/01/2013 Prepared By: 02:57PM NOTES: 0 UNITED P.O.IM 403 MIS 10C6NENT 18 TOE PROPERTY Of LAII M CMPMATIM TECHNOLOGIES S1K,IC100.It ID IS DELINEIED RPM ME EIPRE50 CONDITION 1MT TIE D0[6�IIDiNCOaIFSTIETIUIICD;MT �DOLMEN'S M 1. DIMENSIONS ARE IN INCHES DIMENSIONS UNIT J N CARRIER nm CMTEPTS TILL IM BE DISCLOSED M USED g1MHI CARRIER ACCEPTANCE OI CMIIACT. IN I I ARE IN MILLIMETERS. ;;;/g Imp CORPORATION'S IIArtTEN COMM. 48TC-A04 18471 2.S CENTER OF GRAVITY 33 318 14 7/8 CONNECTION SIZES 48TC-A05 [841] 1317] 3.y DIRECTION OF AIR FLOW 33 3/8 1/7/8 A 1 318' 135]DIA FIELD POWER SUPPLY HOLE, OTC-ADS 11411 [3771 B 2' 1501 DIA POWER SUPPLY KNOCKOUT NOTE-All 41D3/0 1[317/]8 C 1 3/4' (51] DIA GAUGE ACCESS PLUG D 7/8' [22]DIA FIELD CONTROL WIRING HOLE 33.3/8 18481 E 3/1'-14 NPT CONDENSATE DRAIN F 1/2'-14 NPT GAS CONNECTION — i G 2 1/2 [64]DIA POWER SUPPLY KNOCK-OUT•32.1/4 ,. I ECONOMIZER HOOD 161 18181 [OPTIONAL) (6081 FILTER ACCESS PANEL THRU-EHE-BASE CHART (TOOL-LESS) COMP. THESE HOLES REOUIRED FOR USE ACCESS CONDENSER CRBTMPWR001A01, 003A01• •PANEL COIL I THREADED WERE REO'D HOLE INDOOR COIL ( CONDUIT SIZE USE SUES[MAX.) ACCESS PANEL �` M 1/2' ACC. 718. 122.2] ,'/ 25.5!6 10-718 X 1/2' 24V 7/8' 122.2] O Ifi527 - 1277] I • 3/4' 1001.003/ POWER 1 1/8' [28.41 RETURN AIR lF RETURN y[�1• —-- � Z 44 111 ®//� _ AIR N. IOOJI 1/2"FPT GAS 1 7116' 130.01 111171 `, / (((''''''�� f FOR'THRU-TAE-BASEPAN'FACTORY OPTION, 2-5/8.1 \�\\�'-� 7• FITTINGS 150 ONLY 1.7, 8 Z ARE PROVIDED BACK 167] \ Jf 1 TOP E ALT. ' I N SELECT EITHER 3/1.OR 1/2' CURB W • CONDENSATE 17-3/4 ' I PN FOR POWER, DEPENDING ON WIRE SIZE WIDTH X DRAIN OPENING [451] 1001)PROVIDES 3/1'FPT TNRU CURB It- •T IN BASEPAN SUPPLY 26 t/2 29-318 [7171 SUPPLY FLANGE i FITTING. 18-1/8 t AIR [673] 11591 .� AIR 1 16-1/8 12;4 123;i1/(4 __,,,,E1!:. 1 S [tl+] [363] SEBASERCHART s_ .. � 6117 1_ 1 , [1+571 — f 385/ 8 ^ 8 ~ [85] 25 11---1\--FLUE 1307] 1636] 4 HOOD f— 18-1/2-•- 11001 TOP 14701 N 1.518 10-1/2 1265] [11 BI 7.1 7 321 ELECTRICAL 1 m DISCONNECT —— DISCONNECT CONDENSER — CONTROL 001 INDOOR BLOWER E STD. I I IL TER•COIL —=A, E�II ACCESS PANEL ACCESS CONDENSATE -e, —— ——16-37-'L DRAIN _ I J I! RETURN I OUTSIDE INSTALLED —— OPTIONAL HANDLE I SUPPL Y]AIA AIR == I I A« �. 19-I/2 11-318 CONVENIENCE ' 1484] INSTALLED ' 12191 f1 O ——-_ //1539] OUTLET DISCONNECT , 1 \ 27-I4• ¢______-=_= 11� 8-018 r'—� ��, E � �_El 11881 , .:00 i. .-U. 06 8155] C 3.3/1 4J• HANDLE 1-3/8 6.518 1 6 1951 46-3/1 30-118 ---III [0131 11681 11771 [152] [1187] 1764] 26-3/4 11-3/8 N-S/U 16811 31-1/4 BAROMETRIC RELIEF [1-1/ FLOW LEFT SUPPLY *RETURN FRONT AIR RIGHT 19(11 DATE 80P0915008 48TC 04-07 SINGLE ZONE ELECTRICAL N° 1OF2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48TM500993 5 Packaged Rooftop Builder 1.37 Page 3 of 8 Certified Drawing for 5T Project: —Untitled79 08/01/2013 Prepared By: 02:57PM 0 UNITED I.O.47 107 T6,110CnNC1 n n[MVO.Or£1011170 7n1.0771OD 516(„101 01 1x1,1 07.11,00 0001060., STD. UNIT CORNER COAXER COAXER CORNER TECHNOLOGIES 67.66[.6 •0D 0 OFLM7D 6700 n7£0M[R 06001770 171.K DOCs Mal[0110101[7.161 mranwd O6 C.G. HEIGHT CARRIER .1021 cowo n 1110 607 N7 Duc[DSID a Osm 37070 1£1016 ACCIr.6KI w CO0.111. UNIT WEIGHT WEIGHT 041 WEIGHT 161 WEIGHT 1C1 WEIGHT 107 caro7na6's 9RIrAN c011a[Ai. LBS. KG. LBS. R6. LBS. KG. LBS. 9G. LBS. KG. X 49TC•A04 483 211 111 50 125 57 131 59 116 53 39 19911 23 15841 16 3/8 04111 48TC-405 537 244 124 56 139 63 145 66 129 59 39 19911 23 15847 17 14121 481C-406 569 256 131 59 147 67 154 70 137 62 39 19911 23 15841 17 1/4 14391 46TC-407 652 296 150 68 169 76 176 80 157 71 39 19911 23 13841 20 1/6 15111 CORNER A CORNER 8 _ J 0 • CORNER D CORNER C x TOP 00 t 1.0 . 00 FRONT suer 7rr POMMIES 48TC 04-01 SINGLE ZONE ELECTRICAL 481M500993 207 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 5.0 Packaged Rooftop Builder 1.37 Page 4 of 8 Y . • • 4 Performance Summary For 5T Project: —Untitled79 08/01/2013 Prepared By: 02:57PM • Part Number:48TCEA06A2A5-0A0A0 ARI SEER: 13.00 Base Unit Dimensions Unit Length: 74.4 in Unit Width: 4.4.0 in Unit Height: 33.4 in Operating Weight Base Unit Weight: 569 lb Medium Heat: 9 lb Medium Static Option: 10 lb Total Operating Weight: 588 lb Unit Unit Voltage-Phase-Hertz: 208-3-60 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: 57.9 F Evaporator Leaving Air WB: 57.3 F • Evaporator Leaving Air Enthalpy: 24.56 BTU/lb Gross Cooling Capacity. 61.90 MBH Gross Sensible Capacity: _ 47.70 MBH Compressor Power Input: 4.43 kW Coil Bypass Factor: 0.055 Heating Performance Heating Airflow. 2000 CFM Entering Air Temp: 70.0 F Leaving Air Temp 113.1 F Gas Input Capacity: 115.0 MBH Gas Heating Capacity: 93.00 MBH Temperature Rise:_ 43.1 F Supply Fan External Static Pressure: 0.75 in wg Fan RPM: 1306 Fan Power: 1.33 BHP NOTE: Selected IFM RPM Range: 1035- 1466 Electrical Data(Before July 30,2012) Minimum Voltage: 187 Maximum Voltage 253 • Compressor RLA: 15.6 Compressor LRA• 110 Outdoor Fan Motor Qty:________ . . 1 • Outdoor Fan FLA(ea) 1.5 Indoor Fan Motor Type: MED Indoor Fan Motor FLA 5.2 Combustion Fan Motor FLA(ea) 0.24 Power Supply MCA: 26.2 Packaged Rooftop Builder 1.37 Page 5 of 8 I Performance Summary For 5T Project: -Untitled79 08/01/2013 Prepared By: 02:57PM Power Supply MOCP(Fuse or HACR) 40 • Min. Unit Disconnect FLA 26 . Min. Unit Disconnect LRA 144 . Electrical Convenience Outlet None Electrical Data(July 30,2012 and Beyond) Indoor Fan Motor FLA: 6.9 Power Supply MCA 28 Power Supply MOCP. 40 Disconnect Size FLA 28 Disconnect Size LRA: 171 July 30th and beyond units can be identified by serial number 3112XXXXXXXXX and higher 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 84.0 125 Hz 83.3 80.3 82.2 250 Hz 76.3 67.4 76.3 500 Hz 72.0 64.5 74.8 1000 Hz 68.5 63.8 72.5 2000 Hz 62.9 58.0 68.8 4000 Hz 64.8 53.8 65.6 8000 Hz 60.4 46.6 61.8 A-Weighted 75.4 69.8 78.0 Advanced Acoustics h444 0 44 f. ■ E 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 84.0 82.2 76.3 74.8 72.5 68.8 65.6 61.8 87.2 Lw Packaged Rooftop Builder 1.37 Page 6 of 8 Performance Summary For 5T Project: —Untitled79 08/01/2013 Prepared By: 02:57PM • B 57.8 66.1 67.7 71.6 72.5 70.0 66.6 60.7 77.7 LwA C 51.6 49.8 43.9 42.4 40.1 36.4 33.2 29.4 54.8 Lp . D 25.4_33.7 35.3 39.2 40.1 37.6 34.2 28.3_45.3 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 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 . 19X RPM • 110CFPM -N 16 i �, 12 \ SOOFFM N , 300&iP • Z co 10 \\ , - 04 12x4 1 I VIMIIIIIIka. al 200B4-IP I 02 _ 1 \.: CO 03 ce Q9 12 15 18 21 24 27 A!bN(CFM-thousands) RPM=1306BHP=133 MaximumRPM=1466MaximumBHP=2.90 Note:Pleasecontactapplicationengineeringforselectionsoutsidetheshadednion. SC-System Curve RP-Rated Point Packaged Rooftop Builder 1.37 Page 7 of 8 Spec Sheet for 5T Project: -Untitled79 08/01/2013 Prepared By: 02:57PM • Packaged Rooftop Builder 1.37 Page 8 of 8