The URL can be used to link to this page

Specifications CONSULTI NG 503.222.4453 E N G I N E E R S 503.248.9263 vlmkeLvlmk.com 3933 SW Kelly Avenue • Portland . OR • 97239-4393 www.vImk.com RECEIVED STRUCTURAL CALCULATIONS3EP 10 2013 CITY OFTIGARD for BUILDING DIVISION SCHOL LS FERRY BUSINESS PARK BUILDING 'N' & 'R' - HVAC 10100 SW Nimbus Ave Portland, OR 97223 for Reitmeier Mechanical ATTN: Bob Cleveland CITY OF TIGARD 19570 SW 90th Court Approved Tualatin, OR 97062 Conditionally Approved [ ] See Letter to:Follow.............• [ ] Attp pilled..�i( - Permit Number. 1I�3 Ad4[e... ♦ . . f bu G. �+ ..r f� • '��*� By: Ca•L Date: • n ,. 11;wts'Al Approved plans •4 9 113 shall be on job site. �, a ,� OFFICE COPY ONc.s� EXPIRES:6f80/20/Y I Prepared By: Stephen Stenberg, E.I.T. VLMK Job Number: 20130505 September 9, 2013 'Structural Engineering•Civil Engineering•Indusirial Engineering•Pl anning•StudieslEvaluations•Entitlemenl VLMK Consulting Engineers. Inc. , . , .1.;.: tamer-- \ 400' ,IFIT 4:40'-li '..- ' , ,. t 11111111i111/ 14 ---1 le. AREA OF WORK 4116, r l ■ ,► � (dap'. _ �.SW.NI�6J ' 7 ', 1 l.,•r` c DliOp , 217 I„ Illikt.t;i1 f cI•,to.1oo , N R 4+' % `�40 ...... # j ' 'v). 1 ��" m 1444 4 -SW.rowood loop. 'Y- v ...- � . 0111 `. �. �amonn�' r �..SW. .1 ' I . aP Blvd it swuacw I ' w .1 11111.. E 1 BUILDING 'N' S-1 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 0.,,,,, - T. BEAR ON NEW OR EXISTING ` \ , FRAMING PER DETAIL 1/S-3 - ',.. , IP' --, \ . A. . - v 1 h • r f' \ t.1 • • W AREA OF WORK to V-I CONSULTING SCHOLLSB.P. BLDG 'N' & 'R' - HVAC2° ° 05 0913 ENGINEERS 10100 SW NIMBUS SMS JCS MANN 9 PORTLAND, OR 97223 "" �` `D 3933 SW Kelly Avenue • Portland • Ore on 97239-4393 IN 503.222.4453 ll vlmk @vlmk.com AREA OF WORK S-1 503.248.9263 www.vlmk.com S.E,NO 4r6 210 r �� Ado- t` ��I I� p ' AREA OF WORK i / ' 1 �. '=---f 03 e ff jj r ► A \ an �) I11 ' 1 III • t W/yr3, f!` rk •/�' SW Ironwood Loop 'y �c •-•141._., ry . ems --4 • .1... 14 ,._..• ... it-. It r sr l 1 Q.amond e Blvd.'s Ai w ,, III ' E BUILDING 'R' s NEW 5 TON UNIT(WT=850#)TO i ~ 4. REPLACE EXISTING UNIT AND , . a a BEAR ON NEW OR EXISTING �.• w FRAMING PER DETAIL 1/S-5 r Pt!:.; - . s '. , • M ti : .a v) ,:.„7„„,-.7, 0 AREA OF WORK •1111.---7i m CONSULTING SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 20130505 09/13 ENGINEERS 10100 SW NIMBUS SMS JCS e PORTLAND, OR 97223 OR" ° ° ° 3933 SW Kelly Avenue • Portland • Ore on 97239-4393 I503.222.4453 8 vlmk @vlmk.com AREA OF WORK S-2 503.248.9263 www.vlmk.com SHEET (E)4x14 PURLIN CUT BACK EXISTING 2x4 VERIFY EXISTING 4x6 H AC SUP ORT FRAMING AND HANG WITH 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 ((lr;:?a111 _. S-6 l`11 OPP (E)4x14PURLIN 9 NEW 5-TON HVAC UNIT TO 0 REPLACE EXISTING UNI AND BEAR ON NEW OR EXISTING FRAMING ON , ALL SIDES(WT=875#) u7 „ 411r awn Imo.,. + EXISTING UNIT rl '(E)4x14 PURLIN (E)2x4 SUB-PURLINS AT 24"O.C.TYPICAL ENLARGED FRAMING PLAN - BLDG 'N' 1/4°= 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—S30.dwg 09 Sep 2013 — 11:50 am Stephens CONSULTING 1 SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 20130505 09/13 ENGINEERS I 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 I 503.222.4453 vlmk @vlmk.com S-3 503.248.9263 www.vlmk.com ENLARGED FRAMING PLAN IMMO (E)4x14 PURLIN (E)4x14 PURLIN ® r (di,....,'i t m -1 0 N. N x EXISTING UNIT c to ru (E)4x14 PURLIN 77 fi 1 X gh (E)4x14 PURLIN K,PV VERIFY EXISTING DOUBLE 2x4 )-IVAC SUPPORT FRAMING,IF VERIFY EXISTING FRAMING DOES NOT EXIST BLOCKING TO BE ' SISTER NEW 2x4 DF#2 TO DOUBLE 2x4 EXISTING 2x4 MINIMUM,TYPICAL (MIA PA _ (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' 1/4". 1'-0" S-4 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 2010505 09/13 V 1. 11 K. ENGINEERS 10100 SW NIMBUS SMS JCS 0.101 1203.1= 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 8 503.222.4453 vlmk @vlmk.com S-4 503.248.9263 •www.vlmk.com ENLARGED FRAMING PLAN EX ST1NG UNIT N — (E)4x14 PURLIN (f �\\ 9' IX X x o 8 w CUT BACK EXISTING 2a4 I FRA ING ANI?HANG WITH _SON'LU524'FACE MOUNT HAN ER,TYP (E)4x14 PURLIN VERIFY EXISTING 4x6 HVAC SUPPORT FRAMING, IF FRAMING DOES NOT EXIST Ank _s PROVIDE DF#2 4x6 WITH SIMPSON LUS46'FACE MOUNT HANGER,TYPICAL j j,t...z1....., 1 . X 1 17 i (E)4x14 PURLIN NEW 5-TON HVAC UNIT TO /41 REPLACE EXISTING UNIT AND BEAR ON NEW OR EXISTING FRAMING ON (E)2x4 SUB-PURLINS— ALL SIDES(WT=850#) AT 24'O.C.TYPICAL ENLARGED FRAMING PLAN - BLDG 'R' 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—S50.dwg 09 Sep 2013 — 11:50 am Stephens . I IV ' CONSULTING SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 201 0 05 09/13 V IA 111 11 ENGINEERS 10100 SW NIMBUS SMS JCS MINN Clf..13 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 8503.222.4453 vlmk®vlmkcom S-5 503248.9263 II ENLARGED FRAMING PLAN ,,,,w _ 0 S-B • HVAC UNIT AND CURB Or..- BY OTHERS • ►1 FRAMING PER PLAN,TYPICAL SIMPSON'LUS46'FACE MOUNT 4 HANGER,TYPICAL EXISTING PURLIN PURLIN BEYOND,TYPICAL ZAI EXISTING GLULAM GIRDER 1 HVAC SUPPORT DETAIL S-6 ,•=1'-0° 20130505 20130505—S60.dwg 09 Sep 2013 — 11:50 am stephens V I M K CONSULTING SCHOLLSB.P. BLDG 'N' & 'R' - HVAC 201m30505 09/13 ENGINEERS 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 1503.248.9263 vimk @mmm HVAC SUPPORT DETAIL S-6 503.248.9263 v+ww.vlmwmm Aft w 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 ■ 1 . (E)4x14 DF#1 PURLIN SUPPORT FRAMING DETAIL 1.= 1'-0" 20130505 20130505—S70.dwg 09 Sep 2013 — 11:57 om stephens V I M K CE CONSULTING 5 SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 20130505 0x/13 E N 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 I503.222.4453 vImk @vlmk.com S-7 503.248.9263 www.vImk.com SUPPORT FRAMING DETAIL •f-UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 1/2"TEK SCREWS I 1 'fa , .,.. ,.x. ,.,,.e•.. .a,�>„.w . 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 J TO EXISTING CURB WITH MINIMUM (4)#10 x 1/2"TEK SCREWS EACH CORNER AND AT 12"O.C.AT SIDES, TYPICAL ixle' ma'• EXISTING UNIT _..' MOUNTING CURB (APPROX 14"HEIGHT) /hiEXISTING ROOF SHEATHING ii' EXISTING ROOFING )314 ph 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"= V-0" 20130505 20130505—S80.dwg 09 Sep 2013 — 11:51 am stephens CONSULTING SCHOLLS B.P. BLDG 'N' & 'R' - HVAC 2030505 09/13 ENGINEERS 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 PORTLAND,OR 97223 I 503.222.4453 vlmk®vlmk.com S-8 503.248.9263 www.vlmk.com HVAC CURB DETAIL VISET Job �C.Iia C+-5 .P • R CONSULTING E N G I N E E R S C4ent IQr,rtMC-‘R /a(`N. Job No.x130 :: fay 5M 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 © oats b� /°� s��eetNo. �vrtax,J(r ',.1 Exxsr j(r /20 Fri+-+z,-1f- AM4s s �N/.Gk (0) `/cse 1)f s ''/ "w"` 104 As GrAo►cie ry r. 1/////////////.01 Wes . (13.0 = GS ) (9 ' . .qZ. e't RL.. 14 Wst 24" hr- (9. ) 2476' P`r kVA PS* zo && pt-F ro- TO . (0 .)G' Resve rs k-rr Mrho,: I s.3s TFK.ss R.titte = ovs y s 4 ov, ssao [ 3' lE yX,y 7 Ace-®mac • c Fia yR LpACIS 4, 1 _ R, RR Wsl ; 25-for .(20� ) 5'kov iaLe 907 . y f 4.1 907 = 7,.s -1°a-F fire to kie)'-c," 8.5• y . . Wa _ 2to.j2.f Dix< ' m; S'i.S .� - Rc04'Ls4 R: DL. S.o� . s� : ,,4n1 rst+ k-er Gf) 44-k 3y &Air ;T.S tlDf paAA-e f Wr<iOd 8 @8117 ," - -File=GaAcad2013t201a0505tCalwlaloes1201305o5.ec6 ...._ .u-.— _ G._. .-.:. • ENERCALC,INC:1983-2013,euid.6a3,11,31,V046.t3,8.31 Lic.J/:KW-06002728 Licensee: VLMK CONSULTING ENGINEERS Description: (E)4x14 DF#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'' E:Modulus of Elasticity Load Combination ASCE 7-05 Fb-Compr 900.0 psi Ebend-xx 1,600.0ksi Fc-Pill 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 0(0.142) i * i • • D(0.092) S(0.2)ti V • • i + Span = 19.583 ft '' Applied 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 k/ft,Extent=0.0—>>6.160 ii, Tributary Width=1,0 ft,(Mach Unit • DESIGN SUMMARY t S 2 a •h illgigialllik Maximum Bending Stress Ratio _ .045 1 Maximum Shear Stress Ratio = 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+N Load Combination +of-S+H Location of maximum on span = 9.291 ft Location of maximum on span = 0.000tt Span#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-nimum.)eflections:-Ur f ctored:Loads _ Load Combination Span Max.' Deli Location In Span Load Combination Max.'+'Defl Location in Span 0+6 1 0.9922 9.720 - 0.0000 0.000 Vertical Reactions-Unft?tetored • Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.596 2.997 D Only 1.638 1.038 S Only 1.958 1.958 D+S 3.596 2.997 G-3 Wood:Beath = - _ E FRCALC N 983-20 Bu akular6 31VVor36:13,1.31 r - Lic.4:KW-06002728 Licensee:VLNIK CONSULTING ENGINEERS Description: (E)51/8 x 341/2 GLB(14/5-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 Combination ASCE 7-05 Fb-Compr 2400 psi Ebend-roc 1800ksi Fc-Prll 1650 psi Em nbend-xx 930ksi Wood Species :DF/DF Fc-Perp 650 psi Ebend-yy 1600ksi 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) D(0. 25) D�0:2D(5.07),S(9.75) ii444 i•yT• 1 _ 1 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 Load for Span Number 1 Uniform Load: D=0.2250 klft,Extent=40.0—>>44.0 ft, Tributary Width=1.0 ft,(Existing Mach Unit Load for Span Number 2 Point Load: D=5.070, S=9.750 k(0)8.50 ft,(Hung Span Reactions'`'- Uniform Load: D=0.220 k/ft,Extent=0.0-->>4.0 It, Tributary Width=1.0 ft,(New 5-Ton Unit" DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.808 1.r Maximum Shear Stress Ratio = 0.583 : 1 Section used for this span 5.125x34.5 Section used for this span 5.125x34.5 tb: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 = 47.500ft Location of maximum on span = 44.846 ft Span it where maximum occurs = Span#I 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+6 I 1.7832 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 h KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 15.796 45.578 VLMK CONSULTING Job SthEa.i.% a.P - 8Loc, f E N G I N E E R S amt Rrr-Mrsc.t ME`� Job No 2 e'3 o Sa s By ✓ti 3 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 © Dote o V%a Sheet No C 13%.4 rsr�G '�-' ' A.•' 'R Exzsv-r.)G .e• FitierM2.44 rsrt Ram o- ,J 63a A'/ 2- p4 p£ R toAOs I/,.//i, ./..//11 t� . >' ' (fxr,rc.sC- #+tc9 s,Az:s) x 4 p .. - a £,J( - . .c..- - IQ bL: `�� k. sL ' T 3 k fESvs-rS M�¢sw•� ` 1+19 k-tT f3�. o (r)' GLIz .Ls E < say Kp yw ri I s l -}-, fie pif Logkers • e,Locr (t ' (E) 3 J8 x /(,l= 6L(; (W! s- + ) p y, ADS 1 ; * >� ` (13,o- 1.s )(a ' ) - '12 et-F ' Aft. 0.4 1 /'9 4444..tec - z S.p�F: t u' 1, = 200 cSE E P e.R'ovt P�*fs A 8'sa k . (.3) Slats - /3 t,cro r.jcr G1[3 R t /-r; t4441 x- 5. G-5 Fix=GWcad2013121313 05051Calwhlionst20130505.ec5 General Beam Anay I sis - _ ENERCALC,INC:11I83.2013,&ild:8.13.831,Vert 11831_ Lic.#:KW-06002728 Licenser :VLMK CONSULTING ENGINEERS DeSCrlptlon: (E)5118 x 27 GLB(vd 2-Ton Unit)-Design Moment r General Beam Properties Elastic Modulus ksi Span#1 Span Length = 26.50 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in"4 Span#2 Span Length = 8.50 ft Area= 10.0 in 42 Moment of Inertia = 100.0 in"4 D(0.2750)S(0.530) D(4.8)S(9.3) i v • v Ein-__ Span=26.50 ft x Span= 8.50 ft Applled.Loadf3; Service loads entered.Load Factors wilt be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D=0.2750, S=0.530 k/ft, Tributary Width=1.0 f Load(s)for Span Number 2 i Point Load: D=4.80, S=9.30 k a 8.50 ft,(Hung Spa ; .•' DESIGN SUMMARY ,- Maximum Bending= 'aximum Shear= 20.943 k Load Combination : -- Load Combination +D+'S-H-I Location of maximum on span 26.500ft Location of maximum on span 26.500 it - Span I where maximum occurs Span I 1 Span I where maximum occurs Span 11 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 8 Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Ahnax• Ma-Max Mnx MrndOmega Cb Rm Va Max Vnx V&Omega Overall MAXlmum Envelope Dsgn.L= 26.50 fl 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 Dagn.L= 8.5D fl 2 -50.73 50.73 7.14 +D+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-Unfactored Loads Load Combination Span Max.'-'Dee Location in Span Load Combination Max.'+'Dell Location in Span 1 0.0000 8.500 D+S -1.2181 19569 D+S 2 5.5229 8.500 0.0000 19.569 Vertical Reactions-Unfactored - Support notation:Far left a$1 Values h KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 5. 46 37.229 0 Only 1.729 12.696 S Ony 3.317 24.533 D+S 5.046 37.229 - i e-" General Beam Analysis =G:W d2o1312013C6051Cabilatom12e13 0505.ec6= • _ ....-� . _ ._y .:._. ENERGALC,NC 1983 2013.Bu9d.fi.13.8 31;:VerS 13H31 Lira_#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: (E)5118 x 27 GLB(wf 2-Ton Unk)-Proposed Moment General Beam Properties • Elastic Modulus ksi Span#1 Span Length = 26.50 it Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 Span#2 Span Length = 8.50 ft Area= 10.0 inA2 Moment of Inertia = 100.0 InA4 D(0.5) D(0.75) D(0.75) D(4.8)S(9.3) 1 D(0.2750)S(0.5 T1) 1 1 W Span =26.50 ft S Span=8.50 ft Applied Loads - • - -- Service toads entered.Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D=0.2750, S=0.530 k/ft, Tributary Width=1.0 f •- 1 Load(s)for Span Number 1 Point Load: 0=0.50 k a 8.0 ft,(New Mechanical Unit(2-T); -• Point Load: 0=0.750 k p 20.0 ft,(Existing Uniti Load(s)for Span Number 2 Point Load: 0=4.80, S=9.30 k f0.8.50 fl -Point Load: D=0.750 k(S)3.0 ft,(Existing Unit) r DESIGN SUMMARY - Maximum Bending= aximum Shear= 21.693 k Load Combination - - Load Combination +D+S+y Location of maximum on span 26.500ft Location of maximum on span 26.500 it 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 5.413 in Max Upward Tolal Deflection -1.110 in • Matdmum 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 box MnxlOmega Cb Rm Va Max Vnx VrndOmega Overall MAXimum Envebpe 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 Dsgn.L= 26.50 ft 1 18.75 -151.18 151.18 21.69 Osgn.L= 8.50 ft 2 -151.18 151.18 21.69 Overall Maximum Deflections-_Unfactored Loads _'. - Load Combination Span Max.:'Dell Location in Span Load Combination Max."+'Dell Location in Span 1 0.0000 8.500 D+S -1.1096 19.977 D+S 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+5 5.494 38.781 j G-7 r Fie• 1281 Wood Beam --_ 6 d�o131201 1sons 3 .e<s _ -ENERCALC,NC:19833013:Bullte.13.8.31;Vec6.13.8.31` Lic.M.KW-06092728 Licensee:VLMK CONSULTING ENGINEERS Description: (E)3118 x 161/2 GL8(WI 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-Pril 1650 psi Eminbend-xx 930 ksl Wood Species :DF/DF Fc-Perp 650 psi Ebend-yy 1600 ksi Wood Grade :24F-V4 Fv 265 psi Envnbend-yy 830 ksi Ft 1100 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling S(0.2) 17(0 45) D(0.091) S(0.2) P i • • V i -_' - - - - �._=*---- _.�_--- - ._..,,-.--. — : - - _ -"- r A. 3.125x16.5 - A Span = 19.750 ft r . Applied 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- Point Load: D g•0.450 k Cad 14.750 ft,(New Mechanical(5-Ton). Uniform Load: S=0.20, Tributary Width=1.0 fl,(Snow Drift; ✓ -_.DESIGNSUMMARY L: , � _ _ Design OK Maximum Bending Stress Ratio = 0.770 Maximum Shear Stress Ratio = 0.432 : 1 Section used for this span Section used for this span 3.125x16.5 fb:Actual = 2,126.45psi fv:Actual - 131.51 psi FB:Allowable = 2,760.00 psi Fv:Allowable - 304.75 psi Load Combination +D+S+H Load Combination +O+S+ti Location of maximum on span = 10.091f1 Location of maximum on span = 18.380 ft Span#where maximum occurs = Span#1 Span#where maximum OCcjrs = 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 Ratio= 280 Max Upward Total Deflection 0.000 in Ratio■ 0 <180 Overall Maximum Deflo lions.-Unfactored Loads-=- Load Combination Span Max.:"DeA Location in Span Load Combination Max.'+'Dell Location In Span 0+5 1 0.8460 9.947 0.0000 0.000 Vertical Reactions-Utifactored -.- - Support notation:Far left is#1 Values in KIPS - Load Combination Support 1 Support 2 Overal MAXimum - 4.972 5.195 - - __ 0 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 vlmk @vlmk.com Date 09/13 www.vlmk.com v2.05-Software Copyright 2012 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C 8 Snow Drift Design - Flat Roofs Based on the 2009 International Building Code Section 1608 and ASCE 7-05 Chapter 7 lu 1 ie, URCNARGE LOAD / DUE TO DRIFTING SURCHARGE LOAD DUE TO DRIFTING t ' BALANCED SNOW u BALANCED SNOW EMI P�.__. L t I11��IIIIM __ l i�1=;1 t.=I•)■=SR====f .tis..=s=.....�....L 71 MI reimmilFfilP'..= Om L 'AM ,L 1 projection type, L, drifts on lower roofs projection type, P, drifts on roof projections (e.g. parapets and mechanical units) pg=z.:,-.Q-'-.(Ib/ftZ) ground snow load [Figure 7-1 and Table 7-1] 1= =.'FO0_� Importance factor [Table 7-4] C,=_ 1:00:_:- thermal factor (Table 7-3) Ce= exposure factor [Table 7-2] pr= 14 (Ib/ftZ) snow load on flat roofs (roof slope <_ 5) Pmin= 20 (Ib/ftZ) minimum snow roof load (section 7.3) Pf(design)=Sv*7 5F=(Ib/ftZ) design snow roof load 1 y = 17.3 (Ib/ft3) density of drifted snow hb= 1.45 (ft) height of balanced snow load I,= (input below) length of roof upwind of the drift (leeward drift) 11= (input below) length of lower roof(windward drift) hr= (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 I„ ti hr hd h, Pmax W Pd Location type (ft) (ft) (ft) (ft) (ft) (Ib/ftZ) (ft) (Ib/ftZ) Building 'R 'L 0 f%4Qi31 ,�.. O A.= 2.8 18.6 73.9 11.3 48.9 X 1/.3 -1 (0 !N) L1N2 r 11 I at TF r c Z S(—)F Y L C�+Se�vd-s vE ■ CQNU LTING I ] 1K ENGINEERS _ Job No 70'SOS'°1-By /lq 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 el 503.222.4453 503.248,9263 © Date b7/1 3 sheet No. C" 1 F.Z%•1-3,30- gyp• AtA,•'r,36 4*4 i,,st (tcL•1 C,uocV CE G 34, x .l' G1r3 (w/ Sr„�� - 4)-oC- K ' - 610 to GI f ' , to ADS U06 ' 13(&51. (Zo') & z6,0 F.,. TR.. t _.._ - Itok Wo _ €4.1 Est- (zo' ) - 9>8 /at•r- fo' to ,/.3 ' 8- = 138 ps.r r/u 7/6 /y 'J W 954 - 13: r'- EP!:re, 30'1 - . '.,i. ' _ �,,,,,X= ►3l.% k �� CF) G/-a ss ;IDEA rF . ' 154 4. fvfs,,Sp.r i 3 w l\.■■\'\..j r, ,, ,,,,,/,.,i L�_ . w . lorsr- (> ) t 20MI.* . .. ..L-•- - -.. :. ,, ... 7. . . . % 9�_', II ,t' , Hoc i'1. i«.1 I-. a .a Nab . .__. i I C-i° 1 - L1ACad201912 /3�51Cetvktlons120130505.ec6 Wood Bea : _ _ _ E C,INC..'1 Z0 ultd.'6. 8 ere.3.8.31 Lic.rf: KW-36002728 Licensee :VLMK CONSULTING ENGINEERS Description: (E)6 3l4 x33 GUI(w15-Ton Unit and Drift) . CODE REFERENCES Calculations per NDS 2005, IBC 2006,CBC 2007,ASCE 7-D5 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-Comp. 1,850.0 psi Ebend-xx 1,800.0ksi Fc-Pril 1,650.0 psi Eminbend-xx 930.Dksi Wood Species :DFJDF Fc-Perp 650.0 psi Ebend-yy 1,600.0ksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend-yy 830.0ksi Ft 1,100.0 psi Density 32.2100 Beam Bracing : Beam is Fully Braced against lateral-torsion buckling - D(0.138) S 0.978 0 i ► * • v • v 0.138 v v * V V D(0.26) S(0.5) i V i i i r.�-.T.; ^"` .` "�_Z . ;� ''?3 r `T.°"_.�.. -- -"'s-' '.--vim w, - _..i..r_. - '�=T'g 6.75x33 Span = 40.0 ft Applied Loads. Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: 0=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 kftt,Extent=0.0->>11.30 ft, Trib Width=1.0 ft,(Snow Drift r- ✓- Uniform Load: D=0.1380 kilt,Extent=24.0->>30.0 ft, Tributary Width=1.0 ft,(Existing Mech DESIGNSUMMARY _ Design OK I Maximum Bending Stress Ratio = 0.789 1 -. imum Shear Stress Ratio = 0.390 : 1 1 Section used for this span 6.75x33 - Section used for this span 6.75x33 tb:Actual = 1, ' .• psi N:Actual = 118.73 psi FB:Allowable = 2,275.26 psi Fv:Allowable a 304.75 psi Load Combination +0+6+H Load Combination -+0+S+H Location of maximum on span = 19.416ft Location of maximum on span = 0.000 ft Span if 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 • Maximum aximum Deflections:-Unfactored Loads' Load Combination Span Max.`-`Dell Location in Span Load Combination Max.'+'Dell Location in Span D'S 1 1.4736 19.854 0.0000 0.000 Vertical Reactions-Unfac Cored - - Support notation:Far left is#1 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 f . .Viet- BIBB.n 4 -– –- File=_cat+�oed201342o13�scatulation 130506.ec6 .:: _ 7-7" - ENERCALC,INC 1963-2013,Bulli 613 B.31,Ver.6.13 8.31 Lie.#:KW.06002720 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 Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi -- E:Modulus of Elasticity Load Combination ASCE 7-05 Fb-Compr 900.0 psi Ebend-xx 1,600.0ksi Fc-Pril 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species :Douglas Fir- Larch Fc-Peril 625.0 psi Wood Grade :No.2 — Fv 1130.0 psi Ft 575.0 psi Density 32.2100 Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0 0 • D(0.09) S(0422) * D(102) S(0.05) , V r . tiF V • 4x6 - i Span = 8.0 ft - Applied Loads_ _- ---- - Service loads entered.Load Factors wit 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 Uniform Load: D=0,0710 Mt,Extent=2.0–>>B.0 ft. Tributary Width=1.0 tt,(Mechanical Point Load: I)=0.090, S=0.220 k p 6.0 ft,(Header Reaction'_ s DESIGN SUMMARY - . '. . Desi.n 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 fb:Actual = 974.27 psi fv:Actual = 57.07 psi FB:Allowable = 1,170.00psi Fv:Allowable = 180.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 4.642ft Location of maximum on span = 7.562 ft 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 Max Downward Total Deflection 0.212 in Ratio= 451 Max Upward Total Deflection 0.000 in Ratio= 0<180 OVSrill MaximUltl DeflectiOtli.-Uitfacl;O(ed LOfdi Load Combination Span Max.'-:Dell Location in Span Load Canbinabon Max.'+'Dell Location in Span D+8 1 0.2124 4.146 0.0000 0.000 . VertiCdt.ReictfonB Unfactorid°.> ' Support notation:Far left is#1 Values in KIPS Load Combination Support I Support 2 Overall MAXimum 0.534 0.706 - D Only 0.279 0.431 S Only 0.255 0.365 D+S 0.534 0.796 CONSULTING Job `�'" ' a•P• N F� V L M K E N G I N E E R S Cienb lee rrrr4,4 /ifc II 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 Job n o.X0/30 5p T By 'M S P 503.222.4453 503.246.9263 © Date O Yi3 Sheet No. 4- - )-/- NrAc. S cr GR 1u(r (i0P,1,•) . 44E<k CE \ 2 y 5va - pv�z,� (2 -n�• /�ze►rroa) Pow A.. • • 6010 S I, / ' ' /// / 'i t Alin. V rsr (z' ) % ,'2o Pig tti. tft 1115,-. ZS/ tt it' ) . .SP e-Ir . • P s-� 4 yvyti ' !ZS- fAr 3'- . (Y) to<rE.FS 4' k . I!•-tr te ) 2 c'( F,S . .bi+s1 P£NK+,,Rr£ pg.evicw. 4.0c1z;5'a-+d` - Z k Y Ftss..+t,-►L ; 1sec pi-r,. ,r) • • • . i i G-f3 — Wood Beam -- = - Fie=G:Md2013l201305051Catuiatoa20130505.ec6 - _ _ a_ ' _ _ _ -_ ENERCALC,INC:1963-2013,8ulid:6.138.31,Ver6.138.31 Lic.#:KW-06002728 Licensee :VLMK CONSULTING ENGINEERS - Description: Existing 2x4(w12-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 ElasSici'ry Load Combination ASCE 7-05 Fb-Compr 1000 psi Ebend-xx 1700 ksi Fc-PI 1500 psi Eminbend-xx 620 ksi Wood Species :Douglas Fir-Larch Fc-Perp 625 psi Wood Grade :No.1 r Fv 180 psi Ft 675 psi Density 32.21 pct Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase — �� D(0.125)(0.02) S(0.05) i i I V i + 411 411 2-2x4 Span = 8.Oft- Applied Loads - = Service loads entered.Load Factors will be applied for calculations. Beam self weighl 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 0)3.0 ft,(2-Ton Unit; 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 tb: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+H Load Combination +D+S+H Location of maximum on span = 3.358ft 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 L4-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<180 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'-'Dell Lorxitlon in Span Load Combination Max.'.'Dell Location in Span 0+8 1 0.4845 3.842 0.0000 0.000 Vertical Reactions Unfactored:. ° . _ Support notation:Far left is#1 Values in KIPS . Load Combination Support 1 Support 2 Overall MAXimum 0.368 0.336 0 Only 0.168 0.136 S Only 0.200 0.200 D+S 0.368 0.336 c - I� ZIPS 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 - 3 . ''--EV - RO ; .. s _ ;> a+ 4' ;u- 3=;•-t, c�, - S.4'011600 '41 Estates ▪ � B�,V i m`l ,, • '_ }• e L▪ s,;J rr, ; t::a 4 r 1• BrRf1/IOf�_ �jfl �tt` T ik s3ar4eirr � ,� x� Fi • • le 9tG'' Coope; un(` ��€_ z We�g r � �- �. .r x . Aloha South ° Y: } � y , , 4A 74 } • 3 ,,+ail Rd -SW L SO) K • -- E r" �1 E 1`t- _lltltcep SUtei �_ors pip K 4 -•tea `a O l9G�w(#1i7i?r vs Tuts ir- = -. Mexico USGS-Provided Output Ss = 0.943 g SMS = 1.058 g SOS = 1.706 g S 0.340 g S = 0.584 g S = 0.390 g 1 Ml DI MCE Response Spectrum Design Response Spectrum t.10 0.72 0» 064 0.BO 0.56 0.77 0.411 QI 0.66 GM 0.40 i a 0.55 1 N 0.32 0.44 0.33 0'24 0.32 0.16 0.11 0.09 0.00 • 0.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.10 I.co 110 2.00 0.00 0.20 11.40 0.60 0.00 1.00 1.20 1.40 1.60 110 2.00 Period, T(sec) Period, T(sec) Athough 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. VLMKE N G I N E T E R S 503.248.9263 Job Scholls 'N' & 'R' Job No. 20130505 _ 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vimk @vlmk.com Date 09/13 www.vlmk.com v2.00-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C IS- 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 off i t /�'/ / TYPICAL MECHANICAL UNIT � � �i F \ z___,,.. H Dv k.el, H mom,- Exposure Category [Section 6.5.6.3] Ka = ;=+:1=,`6 Topographic Factor[Figure 6-4] I =1 tbill Importance Factor [Table 6-1] V = aiy F= Basic Wind Speed 3-Second Gust [Figure 6-1] B ===245 0U ft= Horizontal Dimension of Building Measured Normal to the Wind Direction h = g Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv = 8 f W Height of Rooftop Structure or Equipment Di = ::=560 _ _ Width of Rooftop Structure or Equipment H = 25.83 ft Height to Top of Structure or Equipment Q = 7.0 3-Second Gust-Speed Power Law Exponent [Table 6-2] 79 = 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 = 0.00256KZKZEKdV2I [Equation 6-15] qz = 14.6 psf Velocity Pressure [Equation 6-15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cr = 1.3 Force Coefficient [Figure 6-21] At = 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= xgzGC fA 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 vimk�vimk.com Date 09/13 www.vlmk.com v2.20-Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C- AP Mechanical Unit Anchorage Design - 2 Ton Based on the 2009 International Building Code and ASCE 7-05 DESIGN INPUT f X 1 Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • — .--~-- ECG Site Class =:.:---7,74)21-7,7::=; (Assumed) rt,-13- Sos = „,-0 7:0.6 s Design spectral response acceleration tCR Y Ap = [Table 13.6-1 ASCE7-05] Ycg RP =__ -'0 : [Table 13.6-1 ASCE7-05] • 1 2 • Ip = ° '1-MI Importance Factor z =7.,-;---2,-20M(ft) Attachment height from base of structure Xcg h = ==Z0 (ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P = - 30:-7 (psf) Design wind pressure (psf) HVAC Unit Data BG Wp =-7-4-!----74.4111 (lb) Machine Weight �IH- O X = 0_ (in) Base Dimension Zcg V = 3 O (in) Base Dimension t Z = - 80 (in) Height of Unit and Curb SIDE VIEW Xcg = -4(in) Center of Gravity Ycg = 15.0. (in) Center of Gravity Load Combinations: Zcg V 07,14(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 (F➢ = RP/js e 177 lbs. _<1.6SasIpWP =565 lbs. OK o P Z 0.3S Ds'pWP =106 lbs. OK Base Shear, V. = 177 lbs. 1.0E Wind: V„ = 1113 lbs. 1.6W Controlling Base Shear = 1113 lbs. Wind To(4)Anchors/Comers = 696 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity = 596= 41 1 22 484 15 225 ex = 3.1 ey = 2.25 2 26 676 15 225 Mx-x = 547.2 My-y = 397.1 3 22 484 18 324 4 26 676 18 324 Y Direction X Direction 2320 109B V1,3 = 49 V1,2 = 50 V2,4 = 50 V3,4 = 51 Controlling V„max= 278 lbs. Wind Overturning: = 174 (asd) Wind Mot = 7766 lb-in. Seismic 1.0E Each Anchor/Comer Mot = 37855 lb-in. Wind 1.6W • Mres-x = 8346.8 lb-in. Seismic Mres-y = 5691 lb-in. Seismic = 9900 lb-in. Wind = 6750 lb-in. Wind Net Bolt Tension X Direction Y Direction ;max* = 471 lbs. Wind - Tx* = 291 Ty* = 471 = 290 (asd) Wind *negative(-)values Indicate there is no net uplil Each Anchor/Corner VERIFY #14 x 2"SCREWS AT EACH CORNER AND AT 2'-0" O.C. MAX SPACING AS INDICATED ON SHEET S-7 i i I V4 M_ 1' CE N G S N E T E R S 503.248.9263 Job Scholls 'N' & 'R' Job No. 20130505 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vimk@vimk.com Date 09/13 www.vlmk.com . v2.20-Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C- /7 Mechanical Unit Anchorage Design - 5 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 0 -.- CO Site Class ==-- D= (Assumed) -ti ..,C Sos ==�_Q9Q�V° Design spectral response acceleration '*cR Y Ap =Mikifti [Table 13.6-1 ASCE 7-05] Ycg Rp =4- ` l = [Table 13.6-1 ASCE 7-05] • 1 2 • Ip ==-;:fiOst: Importance Factor z = ..2_� (ft) Attachment height from base of structure � I h = ZO. (ft) Average roof height of structure from base g PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P = (psf) Design wind pressure (psf) HVAC Unit Data ECG Wp = _(lb) Machine Weight {T� _ X ==Wit (in) Base Dimension ug Y =!==X6:0 (in) Base Dimension Z = (in) Height of Unit and Curb f t Xcg ==_ 49"OT=(in) Center of Gravity SIDE VIEW Ycg == -.3�0= (in) Center of Gravity Load Combinations: Zcg =i =s(in) Center of Gravity ULTMATE; (0.9-.2SDS)D + E I 0.90 + 1.6W - ANALYSIS ALLOWABLE: Base Shear: (0.6-.14SD5)D + 0.7E I 0.60 + 1.0W Seismic: U.4a S W Fp = ° °S r(1+21= 300 lbs. 1.6SDSIpWp =960 lbs. OK RplIp >_0.3S psi,,Wp =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 = 1,4 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 V3,2 = 79 V2., = 75 V3,4 = 79 Controlling V„max= 410 lbs. Wind Overturning: = 256 (asd) Wind Mot = 15003 lb-in. Seismic 1.0E Each Anchor/Comer Mot= 53324 lb-in. Wind 1.6W Mres-x= 22574 lb-in. Seismic Mres-y = 14835 lb-in. Seismic = 26775 lb-in. Wind = 17595 lb-in. Wind Net Bolt Tension X Direction Y Direction ;max* = 388 lbs. Wind Tx* = 179 Ty* = 388 = 2.35 (asd) Wind onegative(-)values indicate there Is no net uplll Each Anchor/Corner VERIFY #14 x 2” SCREWS AT EACH CORNER AND AT 2'-0" O.C. MAX SPACING AS INDICATED ON SHEET S-7 LH71 Y-d 6a-v^J b'-o 22.-to. 1.d-o` L'-a' 2d•d &m•v" 2.3.'•d '--o..I i -. 0 I v u., i• AIL r Milli 1. T 4 0 Tyne A 1 dlae:.IS. 'L' 1.4 0 T.n i A A • _ TJ '°a°d T : T.D a.9 Cr -W! _ o I I n k t -1 i i +�. p ce S to K7 L r 0 to IxI j''. .I X' 1C1 x IY� Ivl ' < I m_v 1i T e_a1 I._N y v_ c . :x v J �tr t ?— 0 \ e nil 11111 u 1iflhiJIi' �,_ e ..e.�ie••ls .'+eti 0 GI" 3► _ O . 0 ° G`.�►1A`,;` ;' ° Al � �v ' D %y,gyf �5t",* mar. . A ^y ._A.___ IIIIIIPe V/0 �1/�/dam'— p C7 �r �"��f l• } ' q� J �=J 'o ff % I (•• l !±1 IN •I` 1�. J 'c•a k ' . 15' ar. .Q �! iki 4,1F44 C!Jr. �\.. .- :� 36 a�..t.�r ry a air-_,i •-,.-a• _ � i�I� irlZ.s.�U,.'. -,:# O Glt7 �r-�� l� n?`,� �,� F^"� a,©�• ,r4aE`. n•..• r MN a t i Rl 3 "'il . AEI T _a - Ce 1 �� j�1/ �y' "'' ©° Z II C i - .♦ / ,F� .,. i Z A r 4, 1 f A s r � [r. J �p ei■■ L5► L -q f.J i r r 0 n e. 1-.TV' H-o , C C' CO F f�l •• ■. AWUDT rt,tN! I. __ '-s—__— ,.,..• .. *-P ..-_._.__. ...!_ L UGUSTII cterofilm 111 ROOF FRAMING PLAN Qee»,u,wr ME 9 C AS� Aye..Qra II ROOF NAILING , KEYNOTES .S I.la J..o...o...1.f.,(J...o 1--..save... I. Gala.of.•I r Ad P.ra.. 1•'t,,e.4 or-•, eneasl...z:m'.... h sw a_r I R.TTge...+7,..„1 n. C27,Mn a ww•,r..l,.TR.P. �1 a.lo J v W..••. 4 o'r000 W.rlaRi► 4..1 r tirtL,sm�a� s Vn'.•,� W —,,, P•41 Y m e.•G9.90- •'MO.. 16.(21 Yak ..-1,-.........e..�Y�� R fUKeTae R Rmmr L 4..11.a..•1 �..-f yl_en.p t tine.N II.P'Rt r• -.,T-Teo......00.r 1•.HU- re Ynal•„ +o.W Y.• .11-MINN .leJ*f.,;;;*. ,Jae 'M• TiR frer.••e..T.•'f EYI ' PI II (W 1'sDwge u.+l+:a .)ti'iatt;;a fe'•ml M ... 1 R.FLT-UP*••'•cows. o�r.el.ilA.e•1M.m.e N4.o- 4.K or.•1 1 de•+..J/a•T.4�n Pl.erwYRS� -reD Nu114.6 f N L1b. T7aR ♦n61DCYOR le. Cii ry 101 sl.+le•..... 4,4. paw 1■1P IOW _ .,4•d:-**0 rweAa. AT rt.a.4 N-..... ,oe .. ..1 2�er�� V'$ar � 4.u.Pr.el 7.„......z r .geeyP 4e'nf/..l1+19F. µ.CO Jti..4 ti......,J ono, fir..-�� -�'-LS' Iiiii _ mll 14 N,:4 -tI�..it. •1•Plea.02.r1.a■RR]4.14 ILroeR. M. Jr•_4..•Iwo .+IQ.P. Pen. :� o w "" Wo.t.caEGAR ,•,e''. ...1" r..")n..a ''''.i: BUILDING CONSTRUCTION BID SET 70 AUGUST 21,1985 "'=01e14 IA c- . L'--1 1 • : :r 0 0 G G• O 6 91.4.-e. O 7 •r. 4, F �� ® �pi®�wI■Men=111 3.... 1w. t•-s• •_I•-.' Ora i Cli C C 1 4iil _it 2-} IF et p 111119, Ilk,. ci T,7 f ^ *�- }(v "' ,411.r. NA �y(.i%.n�� :1. � es•e' ay`�,. (ypi�7�i :fi r"'.' - '`�wv. h."_ - �` �� ;� I /`•'_'-' V��.Ati„p�i' 0 �� 1'_ • ",f9j 3■ iii0.1. _ ,�, ® �` "' o o I - l, ems_ e �PIIio1' •'_\ 1 1111 f3 ./ ad�� e fa OA — s 'J x t ,y " a •D n 16e�� e�J��`jyM1��‘■ n�•+y g �� lei _ _ , C.'�.+C=�r3`J�' - O , - - �+ •,•''` �r� ..•�.rL..ut� fI"Tt C P7 t _ 1`�l✓�".,- ... • n q R ew 1' _ P.>a. n Y W .I VL M1 a. •a P.. PPP.\ -�• j—�� O n�C •►� JC .. \ : . 1 .11 '. .... . _ ,L . MAI - . g ■C`f y or:z: ;�,t1• _". -..-_..�'I .- °' 3 \ Y p,.; - r" -a' :1 T.7.�` °�Q • 71191115 1 0, i 0', . a i . \ .- 0a▪ Q �� .,,,, :utt. -116 SJ 0 ■ t t •,, . ! 7 I Y $ .. •We ,� I Q Z 2_ �, c-,,„..,-..,,,,)„....,,, .,. , �K b�•i..DLY.47 -_lii.. `•-. i _ . i I1 C QI / ti� °'°f'c1`°."'2 U1c lye l0/QG J 1 .. 1 W r„.7 Z tip• .T Cn .-� '", d '.y 4 31 it .1 Tom- ':! .� I\ U MietS Gi..nIH -__ .. .. _._ . X11 f, P ;- A A A A Z'.eve •�• W O.....0 r..•.r iva• I eI _._ I FLOOR/ROOF FRAMING PLAN 0 t 4~ V�� Vr. ..,(Alk . .or..i.1..s t....� e �: MALI Ill-r-0 O Aw 1`"°r BUILDING R x ur w — — H►/rt ,iP �B r/P�`e•RT+a+o �` 1`-C7rioT0f:■ K, .N w..�.r o—..e.+...re,- ? . -- e ..e+� ^'..e+nes.P .. - -OWO.e: L.StY w AT 140 404..aafM 11.nbi ifen.WA-a..Yb m R 3T w . 6 r1•- 1.Tn•F� • b•.r.+weL.n•Mt. S W w.r 10,0.4•.w.. G X01. tOO.t.Nt w aster..AY...67W ,e G pl.i'•O•A.:••� z r.,0... i✓Y c0rerer. 'R+. d..+u..4 w 'PLPOIQ IJ►1 L-IF14 &D. ritI.'R PPout+iv.. R r Iie.T 1410.<...M.- 14 .w•tn..tlAR 4. .ep�./.YiTN l.L•.�'u.a •hie RNbm /J wawa tL 10 IJI/4.N It/..c.nR. 04 A^FI.'h. MF:YL1r C-O a 110.0 f n-•w i 4. N l b O Ow L'" 11 Pro: s4FITS. r ��/1 ,Y p y,..� -a 4 u.as. 4n..`'....0 N(.'nP/^W.. • �-^vJi 4�L M1W+NrF iw4vµ��sY1Ac/IUTM I!4 iT L.ti..f VrM RlNPwul.f•I.++WII'. pia �✓° air!`ys. .trews w..m.,14.-iH Pry • - wrtn+w MAIL,..w.+e LiL.ro%..r-.r...r-..e •Ar. e. +^rtT R . N • NEVV UNIT - BLDG N a-2_ p-3 = MTV RFFERENL� UNLY Unit Report For 5T .Pn4om: -UnNledr9 0801/2013 Prepared By: 02:57PM Unit Parameters Dimensions(ft. In.) 8.Weight<lb.>"' Unit Model:.... Unit Length. 6'2.375" Unit 06 oo(5Tons) Unit Width: .3'8" vnx»'P -_aoo'o�o Unit Height. 2'9 Heating Type: Gas ~ To�| Opo�UnUWeight- Duct ___---'-- C -_]vm�ina|Supp�/Vn��a|Return --- Medium Heat ~` Weights and Dimensions approximate. does Ro�ndTuheP|�eFin ��i|n "�."=""""" .=°�°" oe provided primarily for shipping purposes.Eoc exact dirnensns and weights,refer toappropnste product data catalog. Lines and Filters Gas Line Size:_-'__ -_--_--�_-_'--- _-YC% Condensate Drain Line S�o�_-____-__—_�� Relurn Air Filter Type: Throwaway RetvmAirFixerQuonmy:.-___ ______.2 Return Air Filte aize• 16 x 25 x 2 Unit Configuration Medium Static Option Al/Cu-Al/Cu aso Electromechanical Controls Standard Packaging Warranty Information 1-Year purto<um.> 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 48TCEAOe^2A5-0x0A0 Rooftop Unit 1 Base Unit Medium Static Option Electromechanical control.No intake or exhaust option None Packaged Rooftop Builder 1.37 Page zo|u Certified Drawing for 5T Project:-Untltled79 08101/2013 Prepared By: 02:57PM KIM: arm I1 4K S U011E0 r 4.w.a Ale" t m oli r l cr2lir r"li 1' 1.1"1 elrtsi{l i'ri[�ice{{ls....vsl[a[ 01414 : i WAIL0051E7 Anlrlu,1• �, 1MIL,. °•u..aleelR.11.�•'•tPm {�S rf ale 461c-6134 33 146 it SOS cAeem .alt 1 371] 7. 0111/0 OE GRAVITY 18771 [1721 '�'*� 9 4620.464 !!370 iJ HO (0"4007(0'1 71![3 te7n I!rn �'e 1. 010[1101 or 014 41.01 �'i 187C•AOi 33 776 41 T40 A 1 !1.i'Is31 036 /RIO 1 ilO lOMU ROIL 90471 13171 I 0' 1301 HA 100[1 Writ 6000400/ 1r7 46110107 WI! VIP C 1 011.1311 014 OM ACtr54 1(00 O 120' 1[7I 016 IIELO CONTROL 01":k0 1011 �� 14461 10..;4 10.1 0146[0301[314t4 rim ✓ Ir!'TI ill 4S CWN[C1301i- I .�I 0 1 112'1611(IA 1OAt0 000111 100'".001 i' 31111 - 1 rc0000urI x700 1 R-� __ 11101 1001t7YAU �A11 __ �� 01.4[4 4212(16001 1x10.111-1100 rRMRt 47001.41411 cant �' ♦ 10051 00111 09Jiet0 406 1371 • • KCEK [ RSCR - '.E.rRF4Rleet 637,407611 4010E 71!1634► 0111 11[0 Rot( �QIKS COIL - F ( tole►11+f7[ pr SI7C3 406!.1 �/ f Iii• KC T/8.112.21 Z •/r, l ` IG'1 i 1013 1 1rT 113 117 122.0 fT1 l T , 111•tell 401 01[0 1 IM•12".41 �110111tt�� 1R.i� Aa.' � '� K1 AIR �OIb1 trT IeHt 1/T ill u3 1 311P!1.0.01 ttt171 , �'` �i,%, '.I i BACK till er\ • / • I 17"1111041 xrot OMLTI 1?1.11.71A'"'111 011017�l0 C • f All.�„ 1 E[lt[7(I1RCA 111.0"1/2' (01. fI01 _ ((((�rrr''''1 4 tORUI3011L 17x7, ' IOR 100ER.COMM CO RIRr 41$ ,� ERR ' �1 OR4Ii 0/[111x0 list, <e411 1401'!0[4 410 (PT 1114 an } F Y RIF11R surer 2e il7 i}i�l Sv"F� " ruxEt t r:ttlxc 1 111-14e n1 unl 001 1.w la l t6-,,. 16.31 17.111 - Gel ISi]1 1:171 Stt IxIN tx l-' I 1 .{_I! "..-.O., 4431. 1 O 0 - -4.116 3.10 1831 75 t ``-1101 13611 - !4141 1 I!tLe r..-- 14117-- It001 T0P Itnl /-!u 10.112 I t,1. CA 11101 :051 f 4311 „KC 111401 4--- ---•• -�- N I =:-;7.-; lICAl101 _ Iljl InCORo.l 1 CCelOEAS[R -_ '.� 06110(107 • ACCESS BL09[4 f 110. Il1rx 0011 -l• 40[003 166[1 ACCE50 tu14fi141( -0• DRA1Y 3 • WI' "-'� OPTITIAI == D .--- (/)r1. I ( OOr3:K x u4 erne, 6111 I 17[1.4, - _ tl►1J01101.- ® lull I 1.7 I :"3141.1[0 - I. igiit 64011 Inc Sll 117 Ala 4 7__._ 140001 relay -- eirAUf. Li, L 0011.1 I 0tsrole[C' � 11 i-1 ( t1 tr1 !1607 - __ - • ;31 '''a - 1�4=. _.._..�� ~L�. ()��{ 11511 p �`� YAODL( t 3.114 10.1/4-^ -171ra h3/e 1 1131 [MI 171 i1 [1411 11171 It371 N•)r4 4 14•344 541 tun KUL(RIC -- I116t/ 17.117 011.011![ t 7[31 LEFT rRo$i '70111 4 *14S11411 ,� RIGHT r 161[1 6141 l 111"!1611 + 481C 04-07 SINGLE 2011E ELECTRICAL rY I w 2 _ 11-24-08 1 04.29-08 I COOLING WITH GAS HEAT 48701500993 0 Packaged Rooftop Builder 1.37 Page 3 of 8 Certified Drawing for 5T Project:—Untitled79 08/01/2013 Prepared By: 02:57PM NN :D 10113 1x.M m.IIr A x Ir 1R° r N 1WC w W It 1�N a,-m fm n R1 rpv: ,'—r7;611.UK! C061C2 10 CORNEA COPIER t.0 611661 [91NI 1A 77+ MANOR 2111 ag0P 9 i1, murex.R trn4t. ( :•y_" 0111 11411941 410111 11 011011/ 117 rE 1901 ICI 112.10113 011 1 01 IBS. 16. LOS. Nt. IBS. S6. 1.66. 14. 1115 96. 1 Y 7 _.._._..__..,.v..—. ...-..._-._._._._..� 1114.104 493 119 III 32 123 31 131 59 114 33 7)19911 23 ISDV Ih 3f6 Uf9) 46TC•109 317 241 121 22 130 61 143 66 121 ...II 21 14111 23 18317 17 t:Y11-" 1191C-004 991 729 7)1 99 111 H •154 70 131 62 39 19911 73 25041 17 114 14391, UT1 14Ti 191[•107 19; 291 t50 9 100 71- 176 26 131 71 29 10911,71 169i1 20 1/4 13111 iir7 CORNER A CORNER & O 40°""1.`.J `LiJ1Z m C ---- - N Z • —I 9 CORKER D I"J` "' CORNER C co Il.• TOP 0 0 Z ,,,.........._ Ilipl 1 6E, _ fl . _. . I '` NI /� j•• •�0O =• . 00 runt ri't' I r'" ' 'I'I u$TC 04-07 SIN(LE ZONE T.lfCTRICAI. zarz 11-Q4-08 I 09.29-0$ COOLING 11ITM GAS NEAT 4$IM5OB993 I5.Q Packaged Rooftop Builder 1.37 Page 4 of 8 • Fi Y NEW UNIT- BLDG N C- 3R REFEhEit TE E 3 Unit Report 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" Volts-Phase-Hertz: .208-1-80 Unit Height. .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 Installed options.Approxknate 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 4BES-A240403 Rooftop Unit 1 Base Unit Accessories CPHSTART002A00 Compressor Hard Start Kit 1 CPCRKHTROO8A00 1240V Crankcase Heater 1 Packaged Rooftop Builder 1.38 Page 2 of 7 Certified Drawing for 2T Project:-Untitied79 08115/2013 Prepared By: 03:57PM Iay1�I p 11[ p,e� ALT �� wino ..1.en w 1111.91441111+II 141 Mp11+.0< <411tl4+ �f , �M1Fr Wf I��I ttCY40100IG:4400111.n /6e 156 onnta...c.n1itt1n0�ww mr<rl 1003 a a pp��11M1I R W a 1 007 I 1 74411141 ISn1 m0vila CilvU"uP1In19 XI 1 IR ili er MM+ x'11 On II ICI IICAI 9X11 U. 9911 111511 11/101 UIN�I 94X141 Or 04141111 �- C11411/2.01111 IC: 1.1 RC 'A• 9 T t I 444 71•/4107116402164 0 401/230•1•60 101 173.8 40.116 1119 50•13111 741.3 11.1/16 151.3 15.11/10 396.1 .. +1[71.141A10116U$1)131310 401/231.1.:41l230-3-S6 700 149 9 62-I it 1070 72-11111 719.1 IS-S/11 3911 15-17/16 101.4 - 4.1!116 --11;111 t•1/II - _ 4949 a 4342,1 11CS1•/1743111169/t3011Srin 410!434.1, 79!/2041160 H1 111.9 411-118 1117 72.4014 111.4 tl 5116 39.3 14-0/9 4931 3.1/10 KU,./1114361010/1110141 KO.1.60 933 19.7 46.114 III? 20.11119.511.4 13•9/14 79.9.19.5/0 493.1 111,11 S"y 1X9+5 101.744[ 99Y[11114Ff U/4/ X.0910 CI44X01-3 10 911114(44144. "T.. l(1004 111MLT •I' 't' - '3' •4• 11+711[5 111 114 l�I�91 41CS1-14143 11641n(0110 29/21061.435.760 221.4111,1.61.610f.J�4.! 070304111.. . II 73.11 �'� © 46101-/11ASe1 e,e/OSOIILSID 141/230 46.111.0 61 111.9 49.6 42.1 1011.1741.1 1 94 610E OI poll .• . • ... .. ••• • • - 11 1( '�•� -- 411!4 00309.11E 01(45 l 755.1 Z • tt -7 46ES1•ItIA31(89nto 113/710 791210,1.171 1II 1;21.915 9 41.4111.6159.4 801100 or um .. ...a UAr I ' iI 4411.101F74N9104114e 410 11171.11S.45411 H1.947,111!491013 3!0[14111 ... .._../t IH4.11 anima 001 �-"� 1 031401/4 m 14-I Slli All , 6111 S PP4' 105 MOAK=mai I6CM.7 14417 1403 01 OHY141t /j \ 1 0110 0 NOM: ML O 0410 tELUV4X1 100 ALL 14'011 343IP11E0 99149241 041 q,NMR C11tt 5144.. .....R 11141 111• 0►7I016 MT Pt t(dl0it7[t 9111 ANO 91610011[0 SUXUCI' 10X11„Mil 1101 _14 1115 11 C•� Z 11 0R) ' 111 19 e60(X o1 9IC IS T3(L 9110 014411 . 1 -3349 0101102/St0 Aft3.P0/ I1Tt4 1(01. .a2 11K9 91 2 191.31 XAXI.MUM= CIO NATION 001091.101 11010011 2.011.---99 •t .L\\\� ,.J.. • 1X949(011 -i ■ , ._-...-9-.-.'� 1 III 1113.COIL 19(19 SIlO ... II 1914.51 •T• .r 1 1 l - P01C9[1111 SIN. ... .42 41606.41 1 .S� :,,._ 1�Yp'�' „San 204 X11(4tWI1iU1M771 ... .. l 1111 TO? 49 112/1.11 03 o * l� © L 510! 007034 rf 09179 . . ' . . .. (194 it t OYC1 PMltt..... ...12 1311.111 r 111:-'1 1411941116 OIS151i4(Ir 1611 11 KIf(0 IISS 1111111 114 1103 49 3111 1111 O 1110014 Cott TOP VEW 30001 C1� 5nmar.Tali 717414 0067014941 54959 CO 004999(0 0 91XU51091 i1 11 Mt IN B z It31.1114 1 4/ ..-1.1/2 14151!1 IS>.11� (1191.41 1114.11 l IIUIDU ,---�„ � !1111 Illlllflli -u �,, /. ' ; +.113 171.61 OU R.O 111111 II! 7/71310 i�l OM, IIIIIIIIIIIIII �n7Tt1 I '( '' •71-1 11'116 :MI 1E10RN �11 Ih1S/1, 1461.2) OHNIM9 001[41.94 1 i INI it •1• •j 1•!33 4'111 'P 11-!!4 ��, . 1515.11 116i'.11 I IN1.111/4 .11 I 1 - '-17 / 'd C= --1 Or� 444.11 `y-- - C_I0- 116/14 0 C-1 C� 0 I 0411110mu1•/ 1 49691(5500- .1001 \` �I 711•[13.11 X.1.7. - 1p•IS716 PAR[( 1 12114 - 112'(12.110.0.1. R 111'172.01 ILEP 1771,1 -'r--4 31114! `tI((IRi[1t 14.01 863 CXn1 3.111S- N[L•t M1t! (60.S 1 �...._...._-- 17-3119---- 1.19 415 14.81 1/111- -- 11924 01 1-111 ��.91.5/9--� 11.7!-3 _• 4.13114 1530.10 9!41.11 129.91 [122.71 LEFT 5117E VEW FRONT VIEW RIGHT SCE vu REAR VIEW M 1 . 4 CAI I._-_ 011211109 I wuwln 514011 1011E LLECIRIC 0001I110 0I111 045 AIAIAT t5N1 I 48E55110214 13„+I) Packaged Rooftop Builder 1.38 • Page 3 of 7 • NEWUN}T- BLDGR R-0 "" «xrF�R��J� � �� Unit Report For RTU D-4 —�' '�� &�K�� Pn�oo�-UnVUed78 '~ 07/31/2013 Prepared By: 12:04PM Unit Parameters Dimensions(ft. in.)&Weight(lb.) Unit Modml:-_-____ 48TCDA06A2A6-0A0x0 Unit Length:________--- J�o.s7e^ Unit Size' -V*(sTons) Unit Width: 3'm^ Unit Height: Heating Type: Gas ~' Total Operating Weight_--___ __n7y lb DumCfg• Vertical Supply!Vertical Return Low Heat ^' Weights and Dimensions are approximate Weight does nmmm include packaging. x ��m"�m "=�""=°RoundTuhoP|a� FinCoi|x 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 Sizw:--___'--'__ 314 Return Air Filter Type:-.� -'__ Throwaway Return Air Filter Quantity:-_-------'--_----n RoumxirFotesSizo: - _'-_' -_'--1ax 25 x 2 Unit Configuration Medium Static Option AlXCu'AUCu Base Electromechanical Controls Standard Packaging Warranty Information `-Year pert»<»tu.> 5-Year compressor parts(std.) 10-Year heat exchanger A|um|nbed(s,d.) No optional warranties were selected. NOTE: Please see Warranty Catalog 5D0-089 for explanation of policies and ordering methods, Ordering information Part Number-- Description Quantity *8ToD*06A2A6'0AOA0 .Rooftop Uni| 1 Base Unit Medium Static Option Electromechanical control, No intake or exhaust option None Packaged Rooftop BuIlder 1.37 Page ^o,zo Certified Drawing for RTU D-4 Project:—Untitled78 07/31/2013 Prepared By: 12:04PM Y6r[S• 2lITEO •.1 Int.ue m+. 117•1111111 r E yN19U1111 I. ' {,∎41114 �,g�!1 p e Nt 11uu0L 3 iiI3. r + ,(1 oo At errs rs e.. r1TM MUSS 1",„,".s u wJJ-T•"'"°'a t.�M IN�D RfAIM YRi1M(T[xYDtuCNtIOYa on - ) l pp"aeiWO-.11171!9 Fo. 1. 1t sl6 16 YE CMR11N IIr71 54476 Ao1 15477 14317 �; ..6 545154 Of r/Artrt SI 1!I 11 73 C0111107/1 111 sots fNtc-Am lem (2711 A 1 316•1191 11I /MD•IIt BURG N041 Irirl: 3,y/I5C<neN a AIR 17.71 P .e7a M4 It 31? (/7!54 74117 um e 7'1311 ON PD11!w1mLr 310.1•001 Irrif a11c 341 111sn 31) 11 1[RI Le 1 311. 1771 333 6A511 ECM ECM 11111 7616354 3 1/1'12 t1 III 11(14 1(2331 9111X5 iNXf 3!1'•11 APT CO//[NSAI(.549319 - + ■ r 1)7••I1 III Ma t.Y1tr1DN - -_7 5 (117•1111 111 POOR$5119!$50t5-1I1 ---... 37 I ll --- ..._..., (COWb1/Cf IMP '�� i 1 IDlal 101115X331 14147 I ;tout 1[SCSS 311(1. } 4 1NR3•1NE-IASf CRAIN 1!019 O(�•LCf31 11931 NOLt3 5[1111[0 101 531 , 3531(1 I CC10CR71:R •MIL CDlI 1..7-‘-• _ EliMt'IAn01401.WLACI 1X1 ADI /M[ Z 115001 110(2 t ,:: .�. • _ - _ t 61150357 s�tT VI 351i°411(1 AK11f X31131 ` • .(;.%•"=-- ,-_ ;\ I 11:• Ka. 711.17:.:7 m E '„ • 23-sn to t!e ♦ 1 IN' tN ue•(:s.11 o +i )) 13171 71111 r sl1• 75407.0411 rDtl1 t ue Ize n AfiU1R AIR R[IUAY I 1.?L).w�1(Y�fi �Y ._ �>{� as I I 'y A11 z!4 asaJ ur rig as I ull•1154.547 C IMP rt! . .---'1%' O____________„4_1 t j 141•1N0u II?$513734 l5 I5'*1 5411(215 Z t+7e r\ - — ,- _ I 11111161 rot war LT.3 7 ARE PIOYIt 0 BACK 1471 v" _ ,„ TIP C011$L(4At[� *03 MITES.A[Pr(015155�IL15I 0771 $14111 I �'_ •Y WAIN/AS[ 314311.7 R•ni •4•UL ,. I:On YRPl FYO[L I1IIN6 NB C/R7 347 14•116 I 1 All I/7]I IJ1 MR - W 11541 i^ 19.1!0 IHt/1 n- 1 I ��- Q (1111 !till 11171 • 3(c 7115 NN[ 1-377— ^ 7 + I R ( •CR 0 511111 •• 1171 + ...-3•210 p ... I•1(1 ..— �RIR 11711 tat( 21 154111 11/51 110115 .•--154-(2, 1 TOP IL7Rt' I-OP 10.1/7 1_ 11161 12431 171 11CC11TCA1 r �___._, - •.__.._..__... r 115C01NK 1 . 1017101 • S01D[Nff1 CORIROI kit 110071 61031! (STp. f 717E1 (2171 ARCM PAM AMASS (DNDI/>AI[ J _ J3•1 f/ 01110X31— _ -tE irul iiiii5 � I7bf 1/0011 l'OMIRI1C111S — 11.111 t� t �1 -(yYOlf UM ` 4UPP1.1 AIR J ( AIR 7540(2 Iy ((, ! LP 1111 f mar =�- { I7fC013al Z 1 _I ` ISM 1.5!1 ��■ • e•tfe Fo --. 44,4 11147 O C/� i U'. OQi (lesl ��11° — a 4 77 174 NANDLLJ I e-3/54 1-Ill 1 tt st lest a•u1 ID•uA a 11111 Itlll 11117• 11614 3•111 r 11•3!1 1111111 newer Lean 21•111 RE.trr c 71033 1107 LEFT APMr 4 f 543503 713 t 10153 RIGHT All 1 II 011 1511 ,.I,Is. 48TC 14-07 SINGLE ZONE ELECTRICAL '' ow 4 11-24-08 I -29.08 COOLING MITII GAS HEAT I 483X500493 5 Packaged Rooftop Builder 1.37 Page 5 of 26 Certified Drawing for RTU D-4 Project:—Untitled78 07!3112013 ,Prepared By: 12:04PM • UKI7F.D r s,w.11. H t IACU+tYi !tft rMft.l a x111.CMlaNkr aF,IH1Ur a InA or..l�a u a[Im rILNiDEM[L!a...enl.., •iJ,•,(+Irr ie Dr�u orb Ireisi�il�noii iunn m+of w.n,rrn,n,,c..l. +a a STD.431111 irti Lq r LOMIIK LOir ca RIM' L4MI[tl Imo �ll�., iagii. ¢u�i.a a,re-,. wit /EtP17 tlCI4N7 lAl 'grin •CltlKt t[1 wL1011J ttll °7"y' EDL. K4, 1A5. J4, tn. X. LSE. M. 1.65. 44. 7 7 •a 4414./.4{,457 211 111 �125 !7 731 $S 11i !2 33 18311 33 1.54311 14!/d 11151 r`./. ]474.346 417 2U It1 44 131 13 145 K 134 SI 30 14011 33 t%JI 17 13371 46IL•A94 )N 136 t37 11 141 17 774 74 III 12 31 15411 JJ tMtl It IN HS4t A514.74r ISJ 747 147 Il 144 u us !4 757/I 31(0311 U I1411 34 1/4 ISM CORNER A CORNER D O . • - •�;:',\Sk\S\\° '\ \ . = ;' z m z • CORNER D D ,� CORNER C 11 ] 1O° ❑ G) P y.... +. . D . 1 t Ili )1 iff:c: • dell aa00 .rm . . 00j FRONT ICU sal ,neeuz 48TC 06-07 SINGLE ZONE EtECTRICAI, "" la 2 1I-24-08-08 00-25.08 COOLING WITH GAS NEAT 4811800993 5 0 _, 0 Packaged Rooftop Builder 1.37 Page 6 of 26 OPTIONS: 016111140.1111 MD TOLLONIM MUNN V14.014441 REVISIONS MATERIAL: ISga.GAL STEEL REV. 13E1C@POON OATS APPROVED INSULATED PANELS MHERE REQUIREDI Attn: Tag: 1 rim DRAVANO 6/2xt106 1.1.1121.11 DUCT INSULATION IN VALUE 3.151 2 CHAGNED TO'ARAUR 4M/11 MWO GASKET PROVIDED WITH CURB 7 REMOVED SUPPLY BRACE TO MATCH RARE/PPWK 1/301)13 EH 1 1f2'ADDED TO EXISTING 611116 Q.D. Approval: —SUPPLY AIR ,� w RETURN AIR—� j---SS 15x1 B'---{ `♦ �71 irIrli -I ` i 'r.•.. 25 1!8• INSULATED f�" �•:,,f A _ COVER r 4411178' �• \ N ' i .:A 34 7/18* syrs -- 1412 oF 21!4' -«. 21a• r TYP 0s if g 121 T • � B� SUPPLY 1♦ 14' 707/8• �{ f ' I I }+ -1 _ V T _.1 EXISTING CURB LAYOUT //J p 1r ,4'I� i .... _____I-----___________1)5" 4111)f r_27 3f1B_ I - 1_ 1 78 314 44 1 rr---y • C wial Existing Unit New UN1 Tonnage Plest DIOp pn,Rilu Diup 1-3000-1000 TRANE CARRIERRSRYANT 3 0.046-H2O 110201120 4 0.0811120 0.0351120 5 0,1281120 0.0531120 j----1--- 0.182120 0.0781120 '''''''s MJ °'° " 1-3000-4000 CURB SHOWN IS CDI STANDARD CONFIGURATION M1O1°0n CD1 RESERVES THE RIGHT TO CHANGE LAYOUT .. Moaday,Ju)y20,2013 r;B2;• ul QUOTE#: WITHOUT NOTIFICATION.IF CURS IS NEEDED IN A :g ;,a rttwTrtrElcarmr """"' 94' ..� DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED itsrwPP�TAtioREn)it7IOP �, CDI u~i.nrRN"S70 •°' 1�� 3 PRIOR TO PI ACING AN ORDER MN *T ° (I }77 1�° ..... 7 CO 4 FAX wn cn!04Av44°n4.iAA!R--_ .:-•. 1va3 Rr3)1a1.7aB4 I •■■ 911OBOOMO!A10 TOILA0IC W MAIM MAXIM REVISIONS R . DESCRIP1ION ` EV DATE APPROVE) Attn: Tag: 1 INITIAI DWG 6/16/10 SOP Approval: jam—33 13118" - 121/4• �+— r 1 3N" f I ∎— RETURN AIR 'a I 1768' .s.'" O � / R I" INSULATED EXISTING CURB LAYOUT �� n inn t /.. \ 36 "e w 24 1/8" 19 68'--1 2114"� L.—27/4• 13 t RETURN v I - SUPPLY 22 1/2" I43, 76 n V 481/18' 1 513• ill iiiiiiiiiiiliiiii . AlliSMIlik .._.i 4110 MEIN I _ _ 64 516" I 3' 36 112'—+l OAK �. 1-3025-4021" CURB SHOWN IS CDI STANDARD CONFIGURATION 1 UU•48 .,.t o.oLIVARSS x Nom: CDI RESERVES THE RIGHT TO CHANGE LAYOUT 1.1,6•ADDED TO OLD CURB O.D Wednesday.June 10.2010�S20:30 Am QUOTE#: WITHOUT NOTIFICATION.F CURB IS NEEDED IN A .91301PEa16T3103CU Mt Al...., .....�+ �. 2 MATERIAL:18 ge GAIVANIZEU STEEL nA auMLY AND NLRUNN. 77500 TYLER 5T NW 1 OA9N:ET PROVIDED WITH CURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED *MEANT axuaw y "r . c j E K , MN 55330 taozs�o21 4.INSULATION:1"1 1/21.13 DENSITY PRIOR TO PLACING AN ORDER. KAU-WITH ANY oUlITIOM! (7 'FAX aACK Is ammo n Ox Aa n......... n:.w (7113)391-1151 Kam 1:20 I Jun. 1 or 1 •5 i✓ Am,.. tYYOMYN.ND1pLMMCO•a1 NMI YIlM..Ntl ---ELV �yy�y.}n}sxLa�_.—.�-- _ U1:tVir DATE MTROVr, I !NMI DWG 6/23/2Qd 2 UPDAIED TOP MACE 11/29/II 00 15314- 4- r RTV -4 TYP =10 I22 I �.1 /—SUPPLY AIR L 10ff RETURN NR '�j �'4Z 251/6' i` '' ' COVER EXISTING CURB LAYOUT • `--, 0;\,, . '...%.%*"..„:::::::::: :-- -s I- 3315116'—•1 I ., 68306'- 341/6• SUPPLY --.---_�__ 4._... 40 r RETURN 101 vir C --I 17 316' 16 I-• 5115/16• - 0 -• 64 15116' - r70 7!C 5�. ------ 67 11!6'- - ------_...40 9f16' i. 70 7/1' I 3. �-- 37 7R'--{ 041311r I u►.wua PM .."'ma 1-4510-4000 CURB SHOWN IS CDI STANDARD CONFIGURATION 155.24 ooww« Notes: CDI RESERVES THE RIGHT TO CHANGE LAYOUT -17.--------- Tu••Ery,No+wn4m 2A 201 ow.17 PM QUOTE#: I.1.b'ADDED TO OLD CURS 0.0 WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A •1711 011,941110moNNW OD W. "UMW r" 2.MATERUEO T pl.GALVANIZED STEEL .. �;a'- 176110 TYLER ST 1M11 Ti, �- 3.GASICEtrpROYpEDblITH CURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED 'NOTE ANY CHUNQIU STURl1 or11Mwo, 0716'ELX RIVER.MN 33370 -� 1-9510.4000 L 4.INSULATION:r 11/2 L0 DENSRY PRIOR TO PLACING AN ORDER. cAU WITH ANY QUESTIONS CD!(76 61-7,.11 -r rA5K 1/WA�MMO is cos A•a ,_. .-.r 4,� (Ttl4p1-7tl1 1:20 I wu.3 s S 1 w 12-sq Fill _EFEREmcEoiliy r5/ Eio6- i Weights (3x25 TO ) Tilde W3—Maxmum Unit And ComerWeklus Abs)AndCemerOfGravityDimensions(n,) Unit Maxim urn Wegtas(tbs)2 Comer Weights(t.bs)1 Center of Gravity On) Tons Model Na Shgtpirlp Net A 6 C D Length Width 3 YC0036CJYC0037C 782/911 621/651 209/217 1591159 1161124 138/151 37/36 19/20 4 VC443480/4C4t049C 811/845 63 216/221 1591168 123/131 142/153 37/37 19/20 --♦ 5 9,310600 f 1CO061C 831/901 6 219/230 163/176 126/137 152/170 36/38 20121 6.914 YC4075CMYC4074C 931)1956 75 238240 192/199 144/151 176/177 38/40 21121 YC4090C/YC44186C 982865 7931777 262/246 203/199 151/151 177/180 39139 21121 x 714 Single Compressor YC44190131YCt10911) 1044/1057 855/869 297/288 208/214 151/156 199/200 37137 20/20 Dual Compressor 81h YC*102CNC*103C 1169/1532 96211233 3291395 244/328 165/231 223/280 38143 20126 10 YC#1208NC45200 154611191 1247/984 425/334 3311251 215/171 276/227 41/38 25120 VC*121C 1891 1523 516 391 266 351 46 29 121/ VC4.150GYC4r151C 1599/1915 1304/1547 430/523 342/383 234271 294/370 42/45 26/30 15 YC4,18081YCI.181C 190612476 1538/2017 535/693 367/507 259/345 357/472 45152 29/35 17)4 YC4470CNC41211C 1987/2547 161912088 553/701 415538 279/369 372/490 4653 29/35 20 1/C42408/YC*2410 2484/2845 2025/2186 714/751 532/568 333/373 4471494 52/53 33/34 - 25 YC4r308611'C4*301C 2541/2650 2082/2191 721/755 552/569 351/373 4581405 53/53 33/34 NOTE: 1. Corner weichis are guen tar Inton►tian sty.8/4.25 ton units must be suapated cortlnuousi/by a cub a equt:a/ent tame Suppon. 2. Weighlt ate apptcdYate.110621:010 and Da.mtkw and cad cant/v4ights may lazy stiQttly. CENTER`0 TN IuV1T7 Dr — B 0 0 GRAVITY OF WIDTH a. D c CENTER Of 9RAWTY Mlrtdicac&both daunflr+r and Waimea.ui4ts. 100 FIT-PRC001-EN PR I ' cxre>7.- Cr �ru c - 3 r¢-is 0 TRAAIE" r3 L a G Dimensions YCCO1&060 Outline- Rear NOTE:ALL DRAWING DIMENSIONS ARE IN INCHES w4 ``A 021 ` `Sl 1V3 SvPPLr A ECCNOMtZCR/F I L7:P EYAPORAIOR COIL & RETURN ACCESS FARE ,Et OAER PANEL PANE L'7 C ` CENTER OF �CENT'IVTY 111111 1 j`� K-....„...............„.„---< ,,„,.14, ', x 2 I `1-i DI A. ENTRY HORI ZON7ALL ��` �^I .� reR 1!2 N.P.T. OPEN!NC i / \\_ 1tl GAS COMICC11Osi OfATM7LOA'- P ` I' �'/ ' CNDENSA.TE ORAIN SUPPLY FOR 3,4•' %£MALE NPT OPENING / `. HORr2ON7AL -' - �Nr NGM Rf rURN RETURN LIPENI 577' 14 I a 0v-.s�:-.ora:x.:.: o∎Kaa Io.0 F ` 4140 ALL 00E S 1 tA6LrI� [ a 3 T i APPEARANCE SURFACE }-' OF SUPPLY &RE1U17N '`,.,4,-�� k PANEL 2 SECT Y-Y SECT. X-X rvelcAL cR085 SEC'ION TYPICAL CROSS SECTiOF RE ,NF TURHAER'METERt FLANGES OF SUPPLI k RETURN PERIMETER FLANGES From Dwg.210551890 N CQRNER WEFw3 (1 024 WEIGHT NO£fEL WEIGHT A B C D E F G H J K L M N P WI W2 023 WI YC'C016F.L 683 61.7 64 629 • =1. ;:.YCC .Fj; WA 63.0 85 99.6 {031.;';' 63-1U 36 25.3116 16.6416 11-1718 6.116 6.1346 17 21-ute 25 17.112 10 3 4.7116 YCYSU96F-L 755 61.4 67 99.8 _ YCO533F4.1 64.06 858 92-1 113.7 all 2C-3'4 25-1316 YOCAMF-L 7643 68.3 95.6 102.7 352 55-i/4 36 29:✓16 18-7716 11-106 8-318 6.15'10 17 19314 24.13'16 17-172 10 3 4-7416 YCt7o36F1.4 86 67.6 932 115.13 394 - _ Y=1336F-H 90.3 73.8 101 123.7 399 YC -1.1 103.6 66.7 96.6 1226 412 6231 36 29-316 16.810 11.1416 6-9/16 11.14 17 113341 213114 17-12 tO 3 1334 YCC048F4.1 1646 34,6 1022 126.4 418 _ _ YCC048F4 12376 1046 1925 157 518 543116 40 33.3E 21-1715 16.1/16 4.15716 0.116 21.1116 25 26-732 20 IS 7-172 6516 vCC41NF-II4 1354 11794 137.3 1692 552 26 224295.05-0303(EN) • FilA R E E C E L Y Ex=smtgr R,ti, c,-y tz . Physical data bCr K - tour SITE 46 SERIES 1 o04 1 tyb0S( j 00• UNIT SITE 44 SERIES 004 J 005 1 o06 OPER WT(lb) HO' LO I HD I LO FURNACE SECTION Unit 640 �650 680 Jj 600 Temperature Rise(FI with Economizer 665 • ', • 5 706 685 Mee External Static Noel Curb j 130 ` 4641, 130 Plea (in Sae Heating Capacities and Heating Input COMPR 11000 etch) Efficiencies Table Qty Type 1 544023E 1 P63260 1 P602613 Output Capec ty Oil(et) 42 . .66 ... 66 11000 Muhl REFRIGERANT R-22 Sumer Orifice Diem (Capillary Control) lin ..rill site) Charge IS') 6 1 I 4 8 I 7 2 Natural Gar 0260 41 COND COIL Copper Tube.Aluminum Plate Fins Propane and 0685 53 Rowe 2 2 2 Smarm Oat Fins per inch 17 0 17 0 14 0 Not Orifice Dism Total Face Area(all III 6 3 1 6a 9 73 —�� gin drill eke! CO NO FAN Propeller Type,Direct Drive Propa i lies 017 77 Nominal Cim 2200 3100 3800 Propane�� 012 — Oty...Diam(In.) 1 22 1 22 I 22 Butane Oa Motor Hp 1/3 1/2 1 1/2 Heat Motor Rpm 840 1075 1076 460 V Anticipator Setting _.. - 460V 110 EVAP COIL Copper Tube,Aluminum Plate Fins 208/230V 1 00 Rows 2 2 ' 3 LOW-PRESSURE Fins par Inch 140 140 , 140 SWITCH Total Fate Area(all ft) 5 33 533 5 33 (Suction Line) -EVAP FAN HD LD Cutout(pai01 27± 4 Qty.-Slxelin.) Std 1 1000 1 10x10 1 1100 1 10810 Row 1psiY) 67i 7 Alt 1 10410 — 1 10x10 1 11%10 AIR INLET SCREENS ——- y _ _ r� Nominal Cfm 1200 1500 2000 2000 Qty..Sue(In) 1 32x1941/2 MotorHp Std 1/3 3/4 1 3/4 Alt 3/4 — 3/4 1 RETURN AIR FILTERS Nominal Motor Rpm Qty Sic(In) I 16x2641 Std/Ah 1 20x2541 Low 800/ 890 890 1000/ 890 890/1000 - 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 has output capacity of 96,250 Btuh which is adequate Given. for the given application. Required Heat Capacity Capacity C) 56,000 Btuh IV Determine fan weed and brake horsepower(bhp) Sensible Heat Capacity(SHC) 39,000 Btuh Required Heating Capacity 90,000 Btuh requirements at design conditions. Condenser Entering Air Temperature 95 F Job requirements call for 0.4in.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 Enter Fan Performance table at 2,000 tern for 48HD006. Electrical Characteristics(V-Ph Hz) 230"1-60 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 48HD/I.D006 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) (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 6101 K- R1-61 D-9 Physical data UNIT SIZE 48 SERIES / 004 f 006 L 006 UNIT SIZE 48 SERIES 004 i 005 I 006 OPER WT(lb) HD ILD HD I Lo FURNACE SECTION Unit 640 670 650 680 660 Temperature Rise(F) with Economizer 665 696. 675 705 685 Max External Static Roof Curb 130 130 130 Press (in wg) Heating Input See Heating Capacities and COMPR 11000 Btuh) Efficiencies Table Qty Type 1 M4023E 1 P53260 1 P60268 Oil(oil 42 66 66 Output iltuh) 1put y __, 11000 8tuh) REFRIGERANT R-22 Burner Orifice Diem (Capillary Control) (in ..drill size) Charge{lb) 5 1 I 4 8 1 7 2 Natural Gas 0960 41 COND COIL Copper Tube,Aluminum Plate Fins Propene and Rows 2 2 2 Butane Use 0686 63 Fins per inch 17 0 17 0 I 14 0 Pilot Orifice Diem Total Face Area(so ft) 6 3 6 3 L 9 73 {in drill sass) Natural Gas 017 77 CONn FAN Propeller Type,Direct Drive Propane and Nominal C1m 2200 3100 3800 Butane Gas 012 — Qty,..Diam(in.) 1 22 1 22 1 22 Thermostat Heat Motor Hp 1/3 j 1/2 1 1/2 Anticipator Setting Motor Rpm 840 _ 1075 1076 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 Totel Face Area(eq ft) 5 33 6 33_ 5 33_ (Suction Line) EVAP FAN HD LD Cutout(peig) 27± 4 Qty...Size(in.) Std 1 101(10 I 10x10 1 11x10 1 1000 Reset(psig) 67± 7 Aft 1 10x10 — 1 10x10 1 11x10 AIR INLET SCREEN — v —� N Nominal Cfm 1200 1500 2000 2000 Qty..Size(in) 1 32x19x1/2 Motor Hp Std 1/3 3/4 1 3/4 N — — Alt 3/4 — 3/4 1 RETURN AIR FILTERS . Nominal Motor Rpm Qty Size(In) I 16x26x1 Std/Alt 1 20x25x1 Low j 600/ 890 890 1000/ 890 890/1000 High ! 1350/105C 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 Btuh which is adequate for the given application. Required Cooling Capacity(TC) 56,000 Btuh 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 Enter Fan Performance table at 2,000 cfm for 48HD006. Electrical Characteristics (V Ph Hz) 230 160 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 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 edb, calculate sensible heat capacity correction, as Net capacity = Gross capacity - IFM heat required, using formula in notes following Cooling = 61,000 - .75 bhp (2,545 Btuh/bhp) Capacities table. x 1/motor efficiency 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 ralug 'V RILA • 8-1. • TRANE` Weights (3-25 Ton) Table W-3—Maximum Unit And Comer Weights(Las)And Center Of Gravity Dimensions(in.) Unit MaximumWeights(Lbs)' Corner Weights(Lbs)1 Center of Gravity(In.) Tons Model No. Shipping Net A 8 C D Length Width 3 YCD036C/YCD037C 782/811 621/651 2091217 158/159 116(124 138/151 37/36 19/20 4 YC*048CPiC*049C 811/845 639/672 216/221 159/168 123/131 142/153 37/37 19/20 5 YCikO60C/YC*061C 831/901 659/713 219/230 163/176 126/137 152/170 36/38 20+21 6,614 YC*h075C/YCI074C 938/956 750/767 238/240 192/199 144/151 176/177 39/40 21/21 YC*090C/YC9)86C 982/965 793/777 262/246 203/199 1511151 1771180 39/39 21/21 Single Compressor 714 YC>1:0900PY016091 D Dual Compressor 1044/1057 855/869 297/296 208/214 151/156 199/200 37/37 2620 81/2 YC*102CA'C 4:103C 1169/1532 962/1233 329/395 244/326 165/231 223/280 38/43 2(Y26 10 YC#12081YC>ar120C 1546/1191 1247/984 425/334 331/252 215/171 2761227 41/38 25/20 VC4:121C 1891 1523 516 391 266 351 46 29 1234 YC*150C/YC*151C 1599/1915 1300/1547 430/523 342/383 234/271 294/370 42/45 26/30 15 YC*180B/VC*181C 1906/2476 1538/2017 535/693 387/507 259/345 357/472 45/52 29/35 171 YC*210C/YC*211C 1987/2547 1619/2088 553/701 415/538 279/369 372/480 46/53 29/35 20 YCQ408/YC*241C 2484/2645 20252186 714/751 532/568 333/373 447/494 52/53 33/34 25 YC*3008/YC*301C 2541/2650 2082/2191 721/755 552/589 351/373 458/495 53/53 33/34 NOTE. 1. Corner Heights are given For information onlj.8:.-25 ton urws mu:A be supported continuous!'b/a tub or equi;alert frame support 2. Weights are appacle ale.Hot izontal and DoanOtw uni and corner weights nr vary slightly CENTER OF.LENGTH GRAVITY A .._, B CENTER OF GRAVITY 0 WIDTM • D c CENTER OF GRAVITY *Indicate:both dawnfloe and horizontal units. 100 RT-PRC001-EN it gips A/ R A C-3 . 0 TRAINS, Dimensions YCC018-060 Outline-Rear NOTE:ALL DRAWING DIMENSIONS ARE IN INCHES �wa B A \ �� w3 SUPPLY & ECONOMIZER/FILTER EVAPORATOR COIL & RETURN ACCESS PANEL- BLOMER PANEL PANEL-7 C �E ` GRAVITYOF �`�F E W2 K ` X I i 2yii HORIZONTAL _ I •D -�x i 18 DIA. ENTRY HORIZO \�`, �'' ,'~ +..\�• Y, � FOR 1/2 N.P.T, OPENING r�4ii / 1i CAS CONNECTION OOWNFL. P ` �� CONDENSATE DRAIN SUPPLY �� FOR 3\4" FEMALE NPT OPENING HORIZONTAL �� 3 OPENINGW RETURN RETURN OPENING N L A Y oryyEENs ION.`` 4UAf ACE �5[E 1 TABU, 4 3 i I APPEARANCE SURFACE j--' OF SUPPLY& RETURN ;•iiWote 2 PANEL SECT Y-Y SECT. X-X TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & TYPICAL CROSS SECTION RETURN PERIMETER FLANGES OF SUPPLY & RETURN PERIMETER FLANGES From Dwg.21D661890 IMO MODEL CORNER WEIGHT(LBS) UNIT A B C D E F G H J K L M N P WI W2 W3 W9 WEIGHT YCC018F-L 68.3 61.7 94 92"9 307 ,YGCO24F'L. 69.4 60.0 86 99.5 ':.-[.814; 55-1/4 36 25-3/16 18-3/16 11.1/18 6.3/16 843+18 17 215116 25 17.1/2 10 3 4/M6 YCC030F-1. 70.5 81.4 87 99.8 319 YCC030F-14 84.06 68.06 92.1 113.7 358 20-3'4 25-13/16 YCC038F-L 763 68.3 95.6 109.7 352 55-1/4 36 28-3/16 18018 11-1/16 64916 813/16 17 19-.3/4 Z+-13!16 17.1/2 10 3 47/16 YC0338F-M 86 67,6 932_ 115.13 384 YCC036F-H 90.3 73.8 101 123.7 390 Y00042F-M 103.8 881 96.6 1226 412 62-3/4 36 293116 1199+16 11.1/16 6406 11.18 17 183/4 26-1/4 174/2 10 3 8-3/4 YCC048F-14 104.8 84.8 1022 1284 418 _ _ - - YCCO48F•H 123.8 104.6 132.5 157 518 654/16 45 333'8 21-1/16 15-1116 4-15116 01/8 21-15118 25 29-7/32 20 14 3.1/2 8.5718 YCCOBOF-M 135.4 1093 1372 169.3_ 552 _ J . 28 22-1295-05-0303(EN) Carrier s; United Technolopiec SUBMITTAL Project Scholis Business Center Date Wednesday, July 31, 2013 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 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/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 Certified Drawing for RTU D-4 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM NOTES: UNITED R.o.PoN aw 7113 0004NMi IS iN[RtOEAT}M C11A1[1 COAIOR4TI0 0 TECNOLOGIES 4TR6C44(,1} 610 IS DELIYE1(5 URW THE 1100(13(00(11011 TOOT TXE S SSXO/N[0�116T11uRPIRiNPE1(dplIx9M6 1. DIMENSIONS ARE IN INCHES DIMENSIONS UNIT J K CARRIER ISM roNTERTS WILL 101 DE OI00)0(0 W us[D mxouT cuau A10101100 Of CORTRAC/. IN I I ARE IN MILLIMETERS. 33 3/8 18 5/8 10010WT10's WRITTEN CONSENT. 48TC-A04 [847] [1721 2.S CENTER OF GRAVITY - 8 14 48TC-A05 CONNECTION SIZES 33 [817]3/ [3711 7/8 A 1 318' 1351 DIA FIELD POWER SUPPLY HOLE 3. DIRECTION Of AIR FLOW 48TC-A06 33 34 /8 (647/8 11 [37771 8 2' 1501 DIA POWER SUPPLY KNOCKOUT I8TC-A01 11151] 1[3171 C 1 3/4' 1511 DIA GAUGE ACCESS PLUG D 7/8' [22]DIA FIELD CONTROL WIRING HOLE 33-3/8 3/4'-14 APT CONDENSATE DRAIN 18481 E F 1/2'-14 NPT GAS CONNECTION T, .'7 G 2 1/2• 1641 DIA POWER SUPPLY KNOCK-OUT 32-1/4 1 ECONOMIZER HOOD [8181 (OPTIONAL) 16 [406] FILTER ACCESS PANEL THRU-THE-BASE CHART [TOOL-LESS) COMP. + THESE HOLES REQUIRED FOR USE ACCESS CONDENSER ( CRBTMPWROOTA01. 103A01• 'PAMEI COIL 1.� -- AS I CONDUIT SIZE WIRE REO'D HOLE INDOOR COIL -- —- I CONDUIT 512E USE SIZES IXA%.I ACCESS PANEL /�rI` w v2• ACC. 7/8' 122.21 _ 1I"1(I/11///. 25-5/8 10-7/B • I 1l2' 240 7/8' [22.21© 1652] 12771 Y R 3/4' (001,0031 POWER 1 1/8' [28.41 'lil l,!•1--� •II 44 1 t /. ^ RETURN AIR ^ RETURN 11 \®J AIR 2RR (0031 1/2'FPT GAS 1 3/16' 130 01 II [11177 I`V� �� FOR 'THRU-THE-0ASEPAN'FACTORY OPTION, 2-5/8-1 • u �(, FITTINGS TON ONLY%,Y, 6 Z ARE PROVIDED BACK 6n `�'i } TIP E ALT.— ' FOR POWER.EITHER DEPENDING ON WIRE,SIZE 71:11 CONDENSATE CURB (DRAIN OPENING 11 3/1 29 318 WIDTH -- 14511 1R (ODl)PROVIDES 3/4'PRY THRU CURB Y IN BASEPAN SUPPLY 26-1/2 18-1/8 } AIR [673] [7471 SUPPLY (LANG(d FITTING. [159] \ l AIR 16-1/8 14-1/4 12.1/4 9 (4171 1363) [1121 SEE THRU THE 6-1/4 ' + BASE CHART 11 1157 _ i —3-3/8 12-1/8 (85) 25 FLUE --., [107] ..--- (6361 —^ -4 HOOD 18.1/2 r [1001 TOP 14101 Allk K 1-5/8 10.1/2 11181 12651 1-1/4 321 1 ELECTRICAL - E __ I DISCONNECT - —_��-- Laxnox CONDENSER III CONTROL BO% INDOOR BLONCR COIL —A, ACCESS PANEL ACCESS COMDEXSTD. I IITER EEE —B.I --G W DRAIN I J I 110 8] OUTSIDE OPTIONAL _ 16.3/1 RCTURX AIR I FACTORY -- , II. OPT(DNFL 11-318 II 1127] I. AIR_ 19-1/1 INSTALLED FACTORY ANDLE SUPPLY A1A COXVENI ENCE 1 14941 INSTALLED .! (1881 OUTLET -_ DISCONNECT T O li 21-1/4 I---- 6-5/8 a s 539] —� RI [168] �+--� 6.1/8 gii= — RI �00 U- 0 0 (1551 HANDLE 6 4 3-3/4 L 8-3/8 6.5/8 7 [951 46-3/4 30-1/8 [2131 11681 [171] [152] [11811 [764] 26-3/4 ... 1A-318 ^ [681] BAROMETRIC 118881 31-1/4 RELIEF 17931 FLOW LEFT SUPPLY f RETURN FRONT AIR RIGHT 4NEET WTI suRER0[DES 48TC 04-07 SINGLE ZONE ELECTRICAL REV 10(2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48TM500993 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 UNITED P.O.Na 1145 114(5 00611//41 IS tNE X1808110 01 44914(1!C9058444a 6MYI63EM a t6ENE MM1AM M MCMnn STD. UNIT 4011X[4 CORNER CORNER CORNER iECHNDLO61E5 ssNNCANE.Nr 040 I0 001 EYEA1111851 nN E1?OEit mNO1115 0w1 THE MIS NOT CIII! U¢NMR PEAtO"""M UNIT STD. WEIGHT RN(A] WEIGHT 181 WEIGHT ICl HEIORT RDI C.G. HEIGHT CARRIER USN. COMMITS 0967 51'S mu NE 000NSENT.a 05488171X49 coma ACCEPTANCE M Cana* <gF01ATIM'S MITTEN 40X5[47. LBS. KG. LBS. 68. LBS. KG. LBS. NG. LBS. KG. 9 7 Z '48TC-404-483 219 111 50 125 57 191 59 119 53 39 19911 23 1584] 16 3/8(4161 48TC-405 537 244 124 56 139 63 145 66 129 59 36(9911 23 15841 17 14321 481C-406 569 258 131. 59 147 67 154 TO 137 62 39 19911 23 15841 17 1/4(4381 181C-8O1 652 296 150 68 169 76 176 80 157 71 39 19911 23 15841 20 1/8 15111 CORNER A CORNER B 4 7 A i 0 à1t. I ow • CORNER D CORNER C TOP C� oo : OO FRONT SHEET 5111 058151(4(5 48TC 04-07 SINGLE ZONE ELECTRICAL 48TM500993 REV 2oF2 11-24-08 09-29-08 COOLING WITH GAS HEAT 5. 0 Packaged Rooftop Builder 1.37 Page 6 of 26 • Performance Summary For RTU D-4 Project: —Untitled78 07/31/2013 Prepared By: 12:04PM Part Number:48TCDA06A2A - 6 OAOAO 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 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 iti ,1 19011 ,1*- - RI 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 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 68.8 65.661.8 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 37.6 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. FanCurve , n- 18 1100)a'#A \ 16 ci 14 1111Mili 12 gxFFm 3.0081 ' 10 • N Ilik■■11111 CO co 03 Cl6 09 12 15 18 21 24 27 Aitibw(CFM-thousands) RPM=1306 BHP=1.33 MaximumRPM=1466 MaximwnBHP=2.90 Note:Pleasecontactapplicationenginee ngforselectionsoutsidetheshadedregion SC-SystemCurveRP-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 w/W7220 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 UNTIED r D p01 4500 THIS D000410 IS tiff gpE31 Of Uwlt4 803804.1011 D IS DI'IVPIL I'S IN(tool 0,111!104 7x41 THL otot,3s7M Ot Ixso NIw1461 w DOCU1114i5 TECHNOLOGIES 13448 tt.• 001$wI CaSIITAII 8841 14341HU[t 04 1. DIMENSIONS AR ARC IN INCHES. DIYE NS ION$ UNIT OUTDOOR COIL IrP[ X CARRIER 13111 [0440x!5 041 407 is D 03[104[1 aP SLED Nl rxOUt[u11E" Ka...a r[0414407 IN I I ARE IN NIL!IME TE R$. C048p4T 104'1 wl1[4 Cp1I[4! 2 CENTER Of GRAVITY 481C-D14 MEN. 11 3/8 12891 CONNECTION SIZES 481E•011 ATPF TS 711 — 1003/8 A i ;IB' 1351 DIA FIELD POWER SUPPLE HOLE 3 y DIRECTION or AIR FLOW (1031 110161 RIPE • ROUND TUBE. PLATE FIN ICOPPER/ALUN1 8 1 112` 1641 DIA POWER SUPPLY NNOCAOUT N(xl - NOYATION IALUYIIEUYI •� C 1 3/4' 1511 DIA GAUGE ACCESS PlW ECONOMIZER HOOD 20311 D LIB• 122)DIA FIELD CONTROL WIRING XOLE (OPTIONAL( 15261 E 374•-u API CONDENSATE DRAIN f 3/4.11 APT GAS CONNECTION N _ -ti,••ti _ __ G 1' 1511 DIA POWER SUPPLE NNOCN-OUT FILTER ACCESS PANEL --( IDI SPOSABLI FILTERS) 36-3/B 12.518 THRU-THE•BASE CHART 19251 13211 TXISE HOLES REWIRED EON USE CONDENSER '\, RETURN AIR y P SITUPS CRBTMPWR0D2A01.DO/A01 COILli / I L AIR I - THREADED WIRE RED'S HOLE /,I� CONDUIT Silt USE SIZES IYA4 I INDOOR COIL / �r�, W 1127 ACC 1/8` 122.21 ACCESS PANEL D 3/8 117' 546 i/d' 172.21 4 , 7 \ i 110271 D --' 793/4 r 1 vP 1002.0011 POWER 1 371 iu 41 17311 37.518 SUPPLE 19551 y Z. 10047 311'FPI GAS 1 548'141.31_ : Ctn' -.4 - '('—� i)JA / �• 'j1 AIR FOR'1NPU INC•BASEPAN'FACTORY OPTION. 1169116 11{ 6 5[E SUPPLY I FITTINGS FOR ONLY x. Y. 8 1 ARC PROVIDED 11721 E355112791 7 TEAL-THE ANSI t 1 •BACK I { 1 y ••__•,CNAJ i ••• I P �' R� 0027 PROVIDES 3/4. FIT THRU CURB FLANGE 6 f ITTING 1 29-518 I � 6.111 17571 L q 11591 11001 I4-- 3.1/1 C ALT 13561 I831 N CONDENSATE 1-718 DRAM OPENING '�— 164612-- 1711 4-5/8 IN BASCPAN 16467 12•518 1 1181 11211 ELECTRICAL —-- -----.-- DISCONNECT - I 111 A LOCATION II B. CONTROL ROD I STD lIP ll G ACCESS PANEL CONDENSATE FILTER DRAIN CONDENSER OPTIONAL INDOOR BLOWER — 28.3/8 COIL , STALLED ® ACCESS FIUC 1711] 19•3/, INSTALLED gOpp� SUPPLE AIR 16-J/8 36 111531 DISCONNECT 19251 OPTIONAL 19131 I RC TURN FACTORY INSTALLED � HANDLE 7 ' x/xDIE it____S I AIR 26 OUTSIDE CONVENIENCE C W �� 115318 I 16191 OUTLET D A 1440 _ .._ HI 6.5/8 III 5.3/4 _ �-- 314 "681 4 F:.• — 1 : : 00 11461 = 2.5/8 B.3/8 6.3/8 • 7 5.3/1 3.3/4 59-112 1611 37 12141 1951 115101 TIP 19401 1161] 11771 11167 CURB BB1/8 37.718 LEFT WIDTX 122381 9631 12 BAROMETRIC 110661 RELIEF FRONT for 4 t SITUAN AIR RIGHT sxul Dot[ wtt Q[NS 48TC-14 SINGLE ZONE ELECTRICAL IOU 481,4501441 Q1 I OF2 10-04-10 08-30-10 COOLING WITH GAS HEAT G Packaged Rooftop Builder 1.37 Page 13 of 26 Certified Drawing for RTU-1 Project: -Untitled78 07/31/2013 Prepared By: 12:04PM UNI TE0 P 0.EON IONS r IS 00CUHENI IS rl/C PROPERTY 01 CARRIER 10000RAr10N SUO 15510 0 FE[°F".1".0 OOCUx[X9S OU7DDOR STD. UNIT CORNER CORNER CORNER CORNEA TECHNOLOGIES SYRACUSE,NT MD 1E s wiLLR[D UPON rut OSED[OR USED111ON IP4r CARRIER DO[s NN1uelTuOlUlI n1P[PIERN4NCI DP E G mows•Il L or E1 DISCLOSED OR UNIH YI rM0U1 CuRI[P UNIT COIL WEIGHT... WEIGHT 141 WEIGHT 181 WEIGHT (CI WEIGHT (D) CARRIER 'ex7' CORPORATION$•R1Yr[x CDYECPn. xcc[vr,Rxc[a[axracr TYPE LOS KG LBS KG LDS KG IBS KG LBS KG X r ] Z _ 48TC.D14 NCRX 1116 506 297 135 157 71 229 104 434 197 29 1/2 17491 74 114 1870] 20 1/4 15141 .x.STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. 46TC-O/4 RIPE 1161 530 349 159 161 76 211 96 440 200 31 3/8 1197] 34 3/4 1883] 21 7/8 15561 FOR OTHER OPTIONS ANO ACCESSORIES. REFER TO THE PRODUCT DATA CATALOG. RTPF - ROUND TUBE, PLATE FIN (COPPER/ALUM) MCHX -MICROCNANNEL (ALUM/ALUM) CORNER A . . .. CORNER B 010100000#011110 CORNER D L CORNER C TOP p = . 2 I. O I 100 = . . 00 FRONT /0111 Hurl EURERCIDTS 48TC-14 SINGLE ZONE ELECTRICAL 48TM501441 EY 20F2 10-04-10 08-30-10 COOLING WITH GAS HEAT 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/Ib 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 • 1 0 0 • • • 0 l� �'= s 0 0 11% 1411 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 60.869.1 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. FanCurve 18 ra � rn 14 _ ��, C 12 pr N 10 �_1., ,. ce ri!!""-- EMI muinimm 04 ~ m I1 iii,Mli ��► 07 14 21 28 35 42 49 5t; S3 7D Airflow(CFM-tftousar ds) RPM=1162BHP=4.39MaximumRPM=1130 MaximumBHP=4.70 Note:Pleasecontactapplicationengineering forselectionsoutsidethe shadedregion. SC-Sysrtem Curve RP-Rated Point 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 A.O.NUR aft VAS I00II1011 IS III 51MEI1T Of COIIEI tORrouT,a TECHNOLOGIES sTRAGISE.55 ARP Is 5(/111QR ww TR6(551(50 C0I5)TISR TROT THE ODES�0001M0M6itror 11115�50RwNCE(O. 1. DIMENSIONS ARE IN INCHES DIMENSIONS UNIT J N CARRIER 51:21 CCAPOITs N,LL LOT NE 0101/0(005 056/m/RAY WRIER 4cnnRCE a can¢T IN I 1 ARE IN MILLIMETERS. 33 3/8 tl 5/8 i (6lOIAna'S 0111(110*1(1,. 117E-A0/ 18411 14121 2. CENTER OF GRAVITY 37 318 ',W1,8 CONNECTION SIZES 4Blc-A05 tam 3.y DIRECTION OF AIR FLOW 3J 3/0 14 178 A 1 3/8' 135] DIA FIELD POWER SUPPLY HOLE /OTC-A08 (6/T] 13171 8 2' ISO)DIA POWER SUPPLY KNOCKOUT 167E•A01 It05)2 1[3771 C 1 314' 1511 DIA GAUGE ACCESS PLUG 0 T/6' 1221 DIA FIELD CONTROL WIRING MOLE 77-316 +1 (8481 I E 3/4'-14 OPT CONDENSATE DRAIN F 1/2'-11 APT GAS CONNECTION .'�I _G 2 1)2• I6 41 DIA POWER SUPPLY KNOCK-OUT 32-1/4 ECONOMIZER HOOD II (8)81 (OPTIONAL) 16 I (4061 FILTER ACCESS PANEL I TROt-THE-BASE CHART (7007-LESS) COMP ♦ f THESE HOLES REQUIRED FOR USE I CONDENSER ,. .• _— TI ACCESS COIL • CRBTINNROOtA01, 003A01 •PANEL _T j4 - 7 THREADED SI WTRE RCO'D ROLE CONDUIT SIZE USE SIZES (MAI.) INDOOR COIL 'l ■ 1/2' ACC. 718"122.21•ACCESS PANEL �� • ' O \ 20.5/6 10-7/8 ♦ 0 11 2- 247 7/0'(22.27 (g11711• 1��fi��1691Z 44 1 11k ®9 RETURN(AIR !2771 RETURN T . 3/1' 1001.003) POWER 1 118' 128./I I AIR 2RR 10031 1/Y FPT GAS 1 3116'130.07 • (11171 ��— �� • t FOR'THRU-TRE-BASIPAN'FACTORY OPTION, 2-5/0 —� O, FITTINGS FOR ONLY N.Y. 8 Z ARE PROVIDED BACK 1671 i .may} -r TIP E ALT — R SELECT EI7NER 3/4'OR 112' CURB // CONDENSATE 17-3/4 :11 PO■ER, DEPENDING ON WIRE SIZE• BIM fi 1 •I DRAIN OPENING (451] 2/-3/8 RI )PROVIDES 3//•FPT THOU CURB TN-va 1 .1 I SUPPLY 26-1/2 [U11 SUPPLY FLANGE N FITTING. 11591 1 AIR !6737 AIR 16-7/8 1/-1// 12-t/4 h 6-1/4�_\ 1 /Ate) 136D1 131 1 I 3EBASERCHART `— rT 157 II} 1 F 51571 �•� i 7-3/6 ..y\ 11-1/8 (85] 25 —FLUE ~ (3071 16361 -4 HOOD —16-1!2—••• (1001 TOP lAIOI N 10-112 /5/6 [265] 1.7/4 11181 1321 ELECTRICAL III LOCATION CONDENSER CONTROL BON INDOOR BLOWER (STD. I I ILTER COIL =A. ACCESS PANEL ACCESS tOYDCNSATE I. 1 B. —— —— DRAIN • 25 1/8 16317 I/ - AIR OPTIONAL 16.3/1 RC TURN MI I .1 INSTALLED == I Ili :I-1 12 OPTIONAL FACTORT II' ANDLE 11-3!8 SUPPLY)AIA AIR CONVENIENCE _= ■ I I/fq INSTALLED ' 1189] \:/1539] OUTLET '1 DI SCOIENE[T IL I—�I 1 21-111 6.518 6-1/8 iii j14 51661 ji00 iN : : 00,- 11(5] ^ ` 3-3/4 HANDLE 6.3/8 6-5/8 1 1951 46.3/4 30-1/8 12137 1168] (11T1 6 111871 17647 (1527 2A-3/1 74.318 16811 BAROMETRIC 118861 31-1/4 RELIEF 1193] FLOW LEFT AIR *RETURN FRONT AIR RIGHT 4RLET RAMS 5RA5(01(5 48TC 04-07 SINGLE ZONE ELECTRICAL 1OR 1 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 UNITED P.O.000 Yet TICS PIEDMONT IS THE P9090111 OE LARREER CORPOHATid tUBMI86IM1 M iN[6f ORANY06 OR DOCUNERi6 STD. UNIT CORNER CORNER CORNER CORNER TECHNOLOGIES Hutto.RT 00 T4 0HILLRO UICN THE OSED OH 00(0 5111 THAT TM 00ES NOT CONSTITUTE PART P0110IHACE OA C.G. HEIGHT CARRIER 15m EOMIENTt WILL DOT 0E DI]CLMEO M U][0�I1NOUi CARIIIER AKEPIANCC 00 CON/RACI. UNIT WEIGHT WEIGHT(A) WEIGHT(BI WEIGHT(CI WEIGHT(D) ERRPeuna]wmu OEM. LBS. KG. LBS. KG. LBS. PIG. LBS. NG. LBS. KG. E T 2 481C-604 683 219 111 50 125 57 131 59 116 53 39 19911 23 15841 18 3/8 14161 491C-A05 537 244 124 56 139 63 145 66 129 59 39 19911 23 15841 17 14321 481C-A06 569 258 131 59 147 67 154 70 137 62 39 19911 23 15841 17 1/4 14381 481C-401 652 296 150 88 189 18 178 80 157 71 39 19911 23 15841 20 1/8 15111 CORNER A CORNER B \. 0 • . 1 Y 'p1E��®///JJJ� . • 9 CORNER D L j CORNER C z TOP LL Z � 00 ,C'7. i I:1=1 : 00 FRONT SNOUT 0A10 5UIER(0ES 48TC 04-07 SINGLE ZONE ELECTRICAL 48TM500993 REV 2 OF 2 11-24-08 09-29-08 COOLING WITH GAS HEAT 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/lb 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 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 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 - % % O [iiP 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 44.138.7 34.5 30.1 60.0 Lp D 32.3 36.1 38.5 42.3 44.1 39.9 35.5 29.0 48.4 LpA Legend A Sound Power Levels at 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 � I 1 �_ ; 100 v 1 � "; 1500RP(v1 t8 1 I '4%."' ',7..; :f •{� ' 300BF 16 ..it R 5 --, Zvi > ( r `4 61Y 14 � -.f- { _ , ' I 4411 Z 0 10 EL —,7CORPM ILA ir 6,,, . ____\ CO iqUilltik 2 — \'\ y�� i ooe 02 —NIP- rP\II � \� _ CO CO C6 Ce 12 15 18 21 24 Airflow(CFM-ft ousa1ds) RPM=1052 BHP=0.90 MaxinlumRPM=1175 MaximumBHP=2.40 Note:Pleasecontactapplicationengineeringforselectionsoutsidetheshadedregion. SC-System Curve RP-Rated Point 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/Vertical Return curbs,unit packaging,field installed accessories or factory 40,000 Btu 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 p Packaged Rooftop Builder 1.38 Page 2 of 7 Certified Drawing for 2T Project: -Untitled79 08/15/2013 Prepared By: 03:57PM 16TNNO L OIS•D K 0i[ Xn S 4NY H5 8 • 089 S`009O0[ *0:tl 14 Inv.----« 33 s (876 15 . TAMIL'0 X111 WP 0 tl5 W1MY1 CI.IP .0;1:111J'="""" Uxl1 ELECTRICAL 0X11 NT. UNIT N(16N1 IX/MM C1N1ER 01 GRAVITY IN/NN (NAAACT(4IS'ICS L8 KG 'A' N r 2 46(5I /9142/1040/060130 2081230.1.60 304 137 8 10.1/8 1319 22-13/16 579 1 15•5.16 388 9 15•11/16 398 5 9 15(16 45(SI /9,630/040/060113/510 208/230-5, 208/230.3.60 309 180 0 12.1(5 1070 22-13/16 579 I 15-0/16 388 9,15-13/16 401 6 1151 41 1541 7 481$1•18163610601090113/510 208/2101. 205/230.3.60 319 111.6 16-116 1172 2213/16 519.4 10-5/16 388.9 16.5/8 122.3 3-7/16-. - 414.51/818361060/090160 400.3-60 333 150 9 46-1/0 1171 72-13/16 579 4 155/16 388 9 16.5/8 422 3 181 31 CORNER KIWI lB/xG UNITS � ��f R� SUPPLY .901.1650 '1- '4' 14[X[5 Im11 !W23/7 RUM /BE51-/X16211010/060130 208/230 15.6 20 1 60 8 27.6 91 1 II 4 106.3 16 3 10P Of UNIT 14 1355 61 TI 0100 SI DC OF 500( 2 150 51 i „.•M 18[51 /N1A3010/01060713/510 20/3/230 46 3 11 0 61 8 78 0 92 6 42.1,108 1 49 I SID[8401 041 DUC 13 14 1355 61 1 48[31-/X163610601090)13/510 108/230 17.8•21 1 63 8 28.9 95 6 43.4 111.6 50 6 901104 07 0411 0 ID 01 1 ''4 48011./816381060/090!60 460 17.821.1 63 8 28.910!.641.5116.6 52.5 1100 24831 ... .. .36 1911 41 1 OPIIOM AL �-\ II OPTIONAL 15-15/16 0 AIR ///,'j -- \� AIR �,(��aN4XR1XPm P1974.7 INCHES 11066 01 (101 91 OPENIM6 1/ - \ NOT( ILL 1491[ DAT1((LEVANT rOR ALL FACTORY' INSTALLED Bt 1WEEN MIS.*NCR 6816(SIDE 47/914011 WF OPtIDNS CSC CP7 CCOMOMIIER UNIT AHD UNGROUNDED SURFACES. POWER ENTRY SID(.. 36 1914 01 r i I!'' UN11 AND BLOCK OR CONCRETE WAILS AND OTHER If 000, 711 08059013 SURFACES. POWER Err, `-- -.../•;1: _ IBA/01 n e.x SIDE Al 11067./3] 5 \\\ MOM 448 60)OPguTNO MO$ERV[WO OUTDOOR COIL • INCHES/88/ ,� � __' 00*6 COIL ACCESS SIDE 36 1911 01 �' ' ��J.IIII' POIIIR ENTRY OM SEC[ 11 17066 61 (WEPT CPT FOR NEC R[OU[REMEMi51 TOP 51(0 05* 1e 11119 21 SID[OPPOSITE OUC 15 36 1914 01 © _6 DU67 PANEL 12 1304.81• 7151'41 .8761404 0151ANCIS II UNIT IS PLACED LESS I96N 12 1304 81 FROM WALL INDOOR COIL � TOP MT .513006 COIL $T$TCY,TN[N$851(8 P /WOE 8E(8138817$CD DIMENSIONS IN 11 ARE 18 M4 * r 31 1116 41 1198-51 1 1 11193 67 r r-4-112 (111 37 25 II Iioiiiiu �r{ �.-r�.-. ', 1 t +18' It8 b1 DIA K 0 Liouiiiiiflhii __ I� POWER[X711 IIIIIIIIII. I!IIIIIIIIIIIHII • � 118"117 17 014 HOLE X•92 CONTROL ENTRY ''• _1 4"116 _ 1123/3I 6 • / _Q 1$718 SUPPLY RETURN• •CG J f 1103 21 0519160 OPENING R V I 7-7 1195.061.;161,559-65,98,7(.3,74 6 3.5/3 11 5/16 •]' 191.11 1363 51 • T .9 ∎O• �O f 1 f 1 O� zse 81 laM� f /T0 1166/111 •O f 1 f 1 001 DRAIN OUTLET COMPRC$$0' 810x06 ; 1 3/4. 11901 6.P 1. 12-13/16 PANEL 113/16 111"112 116 P 1 1 7/8' 122.01 DEEP 1325 17 "F"-'^ PANEL LCC 7A ICAL 146 01 GAS DORT .. ACCESS PAL 4,7,1b,-- 32 5!8 2.1116 3/16 1819.11 61 3/16 751 I] 14 81 '714 01 9 118 •�- 115/8 9-718 113/16 1750 87 1.5/9 37 1250 81 LEFT SIDE VIEW FRONT VIEW 122 21 RIGHT SIDE VIEW BEAR NEW - DATE 541(111530 AtY 07/24/09 j IJINLIL LONE ELECTRIC COOLING WITH GAS REHEAT ISMI 48ES500214 3. 0 Packaged Rooftop Builder 1.38 Page 3 of 7 Performance Summary For 2T Project: -Untitled79 08/15/2013 - Prepared By: 03:57PM Part Number:48ES-A2404O3 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 r Evaporator Leaving Air Enthalpy: 25.32 BTU/Ib 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 _(s4 ; O 0 10414 I 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 0.0 66.0.66.0 70.5 71.5 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 4 Spec Sheet for 2T Project: -Untitled79 08/15/2013 Prepared By: 03:57PM Packaged Rooftop Builder 1.38 Page 7 of 7 DIMENSIONED AND TOLERENCED PER ANSI Y14.941-116= REVISIONS REV. DESCRIPTION DATE APPROVED I INITIAL DWG 6/23/2006 Attn: Tag: 2 UPDATED TOP BRACES 11/29/I 1 I 00 Approval: 1 153/4" .— 2"TYP RTU D-4 �JI SUPPLY AIR 22 1/8" RETURN AIR �,�� 251/8" _\ �� INSULATED COVER EXISTING CURB LAYOUT �' -k f - 33 15/16" l ■ 69 3/8"-- 36 3/8" 341/8" SUPPLY —__ 1 RETURN 16 17/16" 2 ' I 1 �{ 17 3/8" F 51 15/16" - 54 15/16" 70 7/8" - - 1 5 - 67 118" ---- - 40 9/16" 1 1 3" 12" II r 70 7/8" ---— 3 37 7/8" { CURB WEIGHT ILBS.■ APPROVALS OATS m11 CURB SHOWN IS CDI STANDARD CONFIGURATION 155.24 °.•— cameras — 1-4510-4000 Notes: CDI RESERVES THE RIGHT TO CHANGE LAYOUT :1A .----- Tuesday.November 29 201 1 49 17 PM QUOTE#: 1.1.5"ADDED TO OLDCURBO.D WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A 'VERIFYEXIS9NGLUR8OO "AA—.NO 2.MATERIAL:16 pa.GALVANIZED STEEL ....," 1;1:;"' 17660 TYLER ST Nw """"" 'S� 3.GASKET PROVIDED VNTHCURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED 'VERIFYSUCRANGEDRETURNOPENINGS CDI ELK RIVER.MN 66330 AoA 1.4510-4000 4.INSULATION:1"1 1/2 LB DENSITY PRIOR TO PLACING AN ORDER. -CALL WITH ANY QUESTIONS l..tt!!L (761)391-7790 -FAX BACK IF DRAWING IS OK AS IS —I a (763)391.7851 *um 1:20 1 wm 3 0' 1 DIMENSIONED AND TOLERENCED PER ANSI Y14.SM-1982 REVISIONS REV. DESCRIPTION DATE APPROVED Attn: Tag:_ 1 INITIAL DWG 6/16/10 SRP Approval: 33 13/16" —..- 12 1/4" 1 3/4" RETURN AIR 17 5/8" I SUPPLY AIR INSULATED EXISTING CURB LAYOUT ��\v PANEL 53 1/8" - / \ --- 35 3/8" - --- 24 1/8" - +- - 19 5/8" 2 1/4" 1 -.... 2 1/4" 131.. RETURN 22 12" SUPPLY 34" 5" r 46 1/16" 30 5/8" { I AllE1111.1 i 16" MIMI 11111111111111111111 - EIMMEI 3" 54 5/8" ..-I 3" 35 1/2" CURS WEIDNT(LES.) APPROVALS DATE 1PiS CURB SHOWN IS CDI STANDARD CONFIGURATION 80.48 `""" O.OLIVARES 1-3025-4021 • Notes: CDI RESERVES THE RIGHT TO CHANGE LAYOUT w-..—.«<..•.. ' Wednesday.June 16.20105:29:39 AM QUOTE#: 1.1.5"ADDED TO OLDCURBO.D WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A VERIFYC0ISNNGLUREOD 2.MATERIAL 18 ge.GALVANIZED STEEL VERIFY SUPPLY AND RETURN OPENINGS ..,nn ...m' 17660 TYLER ST NW DRAVAM N0.NOTEANYCHANGES CDI ELK RIVER.MN 66130 1 3.GASKET PROVIDED WITH CURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED - -3025-4021 PRIOR TO PLACING AN ORDER. °'° ' �� (763)391-7790 Eo• 4.INSULATION:1"1 12 LB DENSITY .FAX BACK IF DRAWING$0 4 .o». FAX BACK IF DRAWING 5 OK AS Is 1a.=I *ES (763)391-7661 Auu: 1:20 1 HMV 1 or 3 a . e S OPTIONS: DIMENSIONED AND TOLERENCED PER ANSI V10.5M-1992 REVISIONS MATERIAL: 18ga.GAL STEEL REV. , DESCRIPTION DATE APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: Tag: 1 INITIAL DRAWING 6/23/2006 1"1-1/2LB DUCT INSULATION (R VALUE 3.85) 2 CHAGNED TO PARALLEL 9/28/11 MWG GASKET PROVIDED WITH CURB 3 REMOVED SUPPLY BRACE TO MATCH TURRET PPWK 1/30/2013 EH 1 1/2"ADDED TO EXISTING CURB O.D. Approval: SUPPLY AIR RETURN AIR 3315/16" � �� " ■ i ��js 22 1/8" 251/6" 1 - INSULATED ` , �� COVER �`: ;- �` 4911/16° I" ' .... 0,p, 44 14111111 - 34 7/18" - 1 t' 14 1/2" :/ / 2 1/4" y H 2 1/4" `1 s%•ss 2 TYP s- f 40 314" z SUPPLY 35" re m --.-- 10" 70 7/8" 1 re I 43" 40 9/16" 1 t' S„ 1 '4 EXISTING CURB LAYOUT / ■ 12" `.Y• i 24" ,.A 77 1/4" 27 3/16 78 3/4" III I 44 12" CDI Model Existing Unit New Unit Tonnage Supply Retum Number Pressure Drop Pressure Drop 1-3000-4000 TRANE CARRIER/BRYANT 3 0.046"H20 0.020"H20 4 0.081"H20 0.035"H20 5 0.126"H20 0.053"H20 - _ I 6 0.182"H20 0.0761120 CURB WEIGHT(LBS.) APPROVALS RATE tE_ 1-3000-4000 CURB SHOWN IS CDI STANDARD CONFIGURATION 169.59 °�" ananson CDI RESERVES THE RIGHT TO CHANGE LAYOUT w° .. Monday.July 29,20138:52:'6 AM QUOTE#: WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A `VtRIFY EXISTING CURB OD 17660 TYLER ST NW MN NOW DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED 'VERIFY PLY AND D RETURN OPENINGS ..1' °"M' CDI ELK RIVER, 66730 1.3000-4000 PRIOR TO PLACING AN ORDER. 'CALL WITH ANY QUESTIONS (763)791-7790 °• 'FAX BACK IF DRAWING IS OK AS IS 11.°mml .EE� (763)391-7861 ecALe 1:20 I comer; 1 or 4