Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (61)
OCT 2 4 2017 CITY OF TIGARD BUILDING DIVISION SCHOLLS BLDG D HVAC REPLACEMENT 10130 SW Nimbus Ave. Tigard, Oregon RECEIVED STRUCTURAL CALCULATIONS VLMK Project Number:20170699 cr.r OF TIGARD REVIEWED FOR CODE COMPLIANCE MK .Approvals f Reitmeier Mechanical OTCs ( J 19570 SW 90h Court Permit#t '�, 2�t Tualatin, OR 97062 Address M T !VI Suite#t ‘N,BYs .�,�;�� Date: 0 if OFFICE COPY �' Prepared By: Wyatt Dean October,1017 If Ii. ENGINEERING + DESIGN i t Structural Calculations:Scholls Bldg D HVAC Replacement DC-1 Project: Scholls Bldg D HVAC Replacement Project Number: 20170699 Project Address: 10130 SW Nimbus Ave. Document: Structural Calculations for Tigard, Oregon Building Permit ti TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Details S-1 thru S-5 Structural Calculations C-1 thru C-12 Reference Documents R-1 thru R-5 PROJECT DESCRIPTIO{ r .R This.;.Scholls, I V..A.0 pla imetlt 3 ooject consists of the replacement of (2) existing roof mounted HVAC units with (2),newunits (wei0s.'shhwn on DC-2) at the existing building at 10130 SW Nimbus Ave., Tigttrd,V Oregon. The scope of this;c8ilculation is to review gravity loads to the structure and design and �etail anchorage ort(ie unit b resist lateral loads. • ***LIMITATIONS*** VINIK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. G\Acad2017\20170699\01 Calculations\20170626 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel 503.222.4453 fax 503.248.9263 www.vlmk.com Structural Calculations:Scholls Bldg D HVAC Replacement DC-2 CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, PF 25 psf Dead Loads Roof(Panelized) Roofing 2.5 psf Insulation 1 .0 psf Sheathing 1 .8 psf Sub-purlins 1 .0 psf Joists 1.1 psf Girders 1 .6 psf Suspended Ceiling 1.5 psf Miscellaneous 1 .0 psf Total Roof Load 11 .5 psf Additional Loads Roof Mounted Mechanical Unit (2-Ton) 304 lbs Curb 70 lbs Roof Mounted Mechanical Unit (4-Ton) 563 lbs Curb 94 lbs Wind Ultimate Design Wind Speed, V„rr 120 mph Nominal Design Wind Speed, Vasd 93 mph Risk Category II Wind Exposure B Internal Pressure Coefficient GCp; = +/- 0.18 Seismic Location Latitude 45.44638 Longitude -122.7879 Seismic Importance Factor, le 1 .0 Risk Category II Mapped Spectral Response Accelerations Ss = 0.974 S1 = 0.424 • Site Class D Spectral Response Coefficients Sds = 0.721 Shc = 0.446 Seismic Design Category D Component Anchorage Factors ap Rp 1p S2a HVAC Equip 2.5 6.0 1 .0 1 .0 G:cad2017\20170699\01 Calculations\20170626 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com E 1 (E)4x14 OF#2 PURLINS AT 8'-0"O•C• PURLI'INS AT 8'-0"O.C. (E)4x14 OF ►' 1,U163U SO west ; (E., 14 OF#2 PURLINS AT 8'-O" O.C. • 5-1/8 x 22-1/2 6-3/4 x 33 " iw 5-1/8 x 18 GIRDER GIRDER , `� GIRDER L-t„�r'"" GIRDER 4 1 (5)4x12©F#2 PURI-INS AT W-0"0.C. - � J L .0 ,,. AREA OF WORK, REPLACE AREA OF WORK, REPLACE EXISTING HVAC UNIT D-7 EXISTING HVAC UNIT D-9 WITH NEW 2-TON UNIT WITH NEW 4-TON UNIT WEIGHING 304# WEIGHING 563# a � i , AREA OF WORK killi S-1 (SEE R-5 FOR ROOF FRAMING PLAN) NTS ..r SI SCHOLLS BLDG D HVAC 20170699 09/17 Pea.eo. DATE 10130 SW NIMBUS AVE woo JCS L 11,1 IK TIGARD,OREGON DRAWN °HE°1° ENGINEERING + DESIGN V AREA OF WORK S-1 3933 SW Kelly Avenue Portland,Oregon 97239 I let:503.222.4453 I fax:503.248.9263 I www.vlmk.com SHEET N° 1 NEW HVAC UNIT TO NEW 4x6 WITH SIMPSON BEAR ON NEW OR EXISTING FRAMING HANGERS PER SECTION, ON ALL SIDES CUT BACK EXISTING (WEIGHT=304#) SUB-PURLINS AND ® SECURE WITH SIMPSON LUS26'FACE MOUNT HANGER,TYPICAL (E)5 1/8 x 28 1/2 GLULAM GIRDER (E)5 1/8 x 28 1/2 GLULAM GIRDER NEW 4x6 WITH SIMPSON CONTRACTOR TO VERIFY HUS46'FACE MOUNT EXISTING SUPPLY AND HANGER EACH END RETURN LOCATION WITH z Z cc -f NEW PROPOSED SUPPORT a FRAMING d LL - o LL N o N V - X G. EXISTING 2x6 - SUB PURLINS AT 24"O.C.,TYPICAL ill10114 D-7 ENLARGE D FRAMING PLAN 4 1/4"=1'0.. SCHOLLS BLDG D HVAC 20170699 10/17 10130 SW NIMBUS AVE PROD CS TIGARD,OREGON woo acs ENGINEERING + DESIGN ENLARGED FRAMING PLAN S-2 3933 SW Kelly Avenue Portland,Oregon 97239 I te1:503.222.4453 I fax:503.248.9263 I www.vlmk.com sneErno c NEW HVAC UNIT TO NEW 4x6 WITH SIMPSON BEAR ON NEW OR HANGERS PER SECTION, EXISTING FRAMING CUT BACK EXISTING ON ALL SIDES SUB-PURLINS AND (WEIGHT=563#) SECURE LUS26 FACT TH E MOUNT a N /. HANGER,TYPICAL (E)5 1/8 x 18 GLUCAN GIRDER NEW 4x6 WITH SIMPSONCONTRACTOR TO VERIFY _ r HUS46'FACE MOUNT EXISTING SUPPLY AND HANGER EACH ENDZ z RETURN LOCATION WITH NEW PROPOSED SUPPORT cc cc FRAMING 0- 0- c•1 re � O 0 N N X X V V iii iii EXISTING 2x6 SUB-PURLINS AT 24"O.C.,TYPICAL ii Iii kiCDD-9 ENLARGED FRAMING PLAN' lILI,, III1/4"=1.-0" all r SCROLLS BLDG D HVAC 2oP7osssl coq ? `/ 10130 SW NIMBUS AVE WOD JCS TIGARD,OREGON VL lvi K ENGINEERING + DESIGN ENLARGED FRAMING PLAN S-3 3933 SW Kelly Avenue Portland,Oregon 97239 I tel:503.222.4453 I fax:503.248.9263 I www.vlmkwm SHEET APA VPI rillik HVAC UNIT AND CURB BY OTHERS A PA ►EN immi .....71 Y %///. FRAMING PER PLAN,TYPICAL %/ A 1 SIMPSON'HUS46'FACE MOUNT / HANGER,TYPICAL / EXISTING PURLIN BEYOND,TYPICAL r Ai \\\\A r Ai EXISTING GLULAM GIRDER 1 HVAC SUPPORT DETAIL S-4 r=1.-0" r Vf SCHOLLS BLDG D HVAC 20170699 10/17 PRO,NO. DATE 10130 SW NIMBUS AVE WOD JCS L M K 10130 S,OREGON °°""N `"""`° ENGINEERING + DESIGN SUPPORT DETAIL S-4 SW Kelly Avenue Portland,Oregon 97239 I te1:503.222.4453 I fax:503.248.9263 I vAmvlmkcom SHEET NO t UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (4)#10 x 1/2"TEK SCREWS r 11 SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK • • SCREWS,TYPICAL mm tot mom isWOOD NAILER 16 GAUGE xREQ'D LONG SHEET METAL ANCHOR,(4) 'a UNIT MOUNTING CURB BY UNIT TOTAL,(1)EACH CORNER I� MANUFACTURER(14"HEIGHT) ON LONG SIDES OF UNIT I® GALVANIZED SHEET METAL MINIMUM 2x P.T.LEVEL COUNTER FLASHING II PLATFORM BY CONTRACTOR / I EXISTING ROOF SHEATHING, ROOFING BY OTHERS REMOVE UNDER UNIT AS REQUIRED // 7/ / / / //f /2/ //// �. 1 _.------ SECURE CURB TO SUPPORT FRAMING WITH#14 WOOD SCREWS AT EACH CORNER AND AT 2'-0"O.C.MAXIMUM -1 SUPPORT FRAMING PER PLAN SPACING,SCREWS MUST BE LONG ENOUGH TO PENETRATE SUPPORT FRAMING 2"MINIMUM 0 HVAC CURB DETAIL 1 1/2"=1'-0" ►- k VV SCHOLLS BLDG D HVAC 20170699 10/17 10130 SW NIMBUS AVEwoo JCS TIGARD,OREGON L M KENGINEERING + DESIGNHVAC CURB DETAIL S-5 SW Kelly Avenue Portland,Oregon 97239 I tel:503.222.4453 I fax:503.248.9263 I www.vlmk.com SHEET NO tuoilwiAwam E96' 1' U5:x14 1.:SM7'ZUT.OS Pi 6CZ/6 O'ptiolpod of111.4AV AIM MS£E6E . . . . . . . . . ,•' • :',• . ,• • •I . .•, •• .. , „ „. . . ., , ....• .. 1 ... •. .. . .:. .. , i ... -. . .. i . ... .. ... i , . ..-. . „ . . . L. .. - • .....,:f,„;,-..-.-,... -4,,,,,•;,,v..:::•,:,,, . . . . . .. . . . . • - -,:_:•.:„:•,-..,6,...-•,•-::::::,•::_i.:.., • , .. , . , .. . , . . ,,. .. ... .„ „.. .. ...: . , .. ,„ , . . ... i .. : : : . .. . . . : . . . , . 4 , - • ' • 4-• ! % - - 4 • - -4 . 44' 4 ; - i . . , . , • . . . . . • . . . ,• --, , -, : _ i • . -,. . . , . . . . . .. . . . ' . # (") • -= ..L5S•i A‘13 i'i ) II rvn"rvra.. ryi• • : '.. - • • . ............_ ., i . I -, . • •.••• ,- -i • •••- , - - ••-- - . • • • - .. . . . 4 91v) ,--5 c-z. r-lorvsf •• •• -• • - - • • I • i - i • 1- • • 1 I . • 'd'-"--"C. .q7IT g17 kS-111-)'.:1:-ii!-9 --1-ktla-L- . - •j -, • 4 : --'-3s—' 75.----0, --‘71-,,.• .-;--, '- -1LS'o 0' lir' 01: • - '' _ , _ _ .. . .. . . . . .. ... • . i '' ' . .H • .• r ' " S-..d• 0'1 1 ' . . '')Ci WI L•• ' ' - ' . . ' • • ' • ' ' • . , . : . . ; „ 2454. '.1 — . . '- • ; • ' ' • . .4>ritti.-V-• ' S. 1 . ...1.. /(ItN)1. i .... .. . . ._ - - • 4,,'''.'"). 70 0. .14 *Z '* y,,5, )..S.-bk.l. Vi 9 ' . " "• ' -' ' . . • ., . .. . . . . . : . . . . :.1 a 1.1 . '-).° S/0.-56-2C) ili.(41 hhiAl..S.-01)(4... ..'.24. . f - • . . . . ; . ' ' ' . • . . . ' . / 1 '17; S' D --l- ) .. . .. . .. . . . . . . . ... . . .. i " " - --- - - --1- • • --;!sc-4 - a-I - -_ • ..-•• . ----)-6 -1./G-tjatc,..) 4,3//ilint.,,/c .5i )(... -0,. .. . ' ' ". . • .. . •' • .. . . • I .. ,. .., ...... .., n sz....1..v.1...t). .1i.,s. . . . . .. . . . .. . .. . . . . ... .1 . i . . . .HS•A' a'1 ' . . (9 rif1,-It).i,;15) ,,' -91'Viti-L."4 ttl 5. ' : . • •. • • ' • • . . •. . • ' I • i • I: - .' • .' ' ''. •1' . :-/S.,..1•• 6 '.1 - • ". ' ' • ' • • . • .• . ' . - I . • .. . . . . ' • 1 (voi-J-14-1r)5N1 '. •. . . • . . f.' . • • •. • . . . I .. . .. . ....•.. . .. .. . • i ......_.... . : . . . . . i ... . . . . . . .,.. . . .. . . . 4C:)'...1 <1\i 'eS, .. '• ' . . • -t)N1c.)%40-1. ' • L 1. • , • • , 1 4 • •• • 1.4.,r•ifz..-%ti4V --174-74--3Zti loci -1:7 4. .... cs -,-- - C.)ft--4 • .' . • .... 1„ ntiAh ,ND15.3.1•DN.14 3 3NLati.2. ,-.- ...--,-......_ .-_,._ .,..-___ .......--... OJT..I5 1-1/Q 1 ...)7043 e.J Ci e...1 Ai 669 cL)P--t, :a goi bqrt_<:, S-71.1-1,5 ..a.,(0.4i NWIlA A I 1 , . Dore: d ( � glee(n C2 VV t M_ K ). gY14,0ENviMEE NTNG•p s,.t.. ��~~��--_.-.._.!• C. -J�• • • t i�i ' i S1 x � Gi.Nt t ,iiX" ' ftf,_ fr `!LA.M _Gt{LDE urJ -[' ! l - ..:7 r , i CS ; t _ -Lr N . 1b t` -1 t • ' '" 4 Et . . • . . f. i---"- „ fff .. c > ivy'[t��rA�.t _.,__.._._ na srC- A54,wC . K rid rsi. . Lt •u" 3. `t X .."2,`6r 5t'AJ i4' fr • . . ,:,U, .' PJB (9'f g )(.p1=t) i't 4-.. Al. { . 4. y SI V ( # i 3933 SW Kelly Avenue Pealed,OR 97239 tel:503. ?Z:4453 (]X,503.24$.9263 wW'.vImK.com n. C3 File^G:1Acad2017120170699\0DN918-U\F4HAKO-T.EC6 Wood B@1171ENERCALG,IN(";_.1983-2017,Build 10.17.9.30,Ver:10.17.9.30 Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: D-7 Pullin CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 I Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb+ 1,250.0 psi E:Modulus of Elasticity Load Combination IBC 2015 Fb- 1,250.0 psi Ebend-xx 1,600.0 ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0 psi Density 31.20 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0. 47) D(0.08)S(0.2) 0 b b 4x12 140111 Span=16.0ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.010, S=0.0250 ksf, Tributary Width=8.0 ft,(Roof Dead+Snow) Point Load: D=0.2470 k @ 6.0 ft,(Unit) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.999. 1 Maximum Shear Stress Ratio = 0.393 : 1 Section used for this span 4x12 Section used for this span 4x12 fb:Actual = 1,579.28 psi fv:Actual = 81.25 psi FB:Allowable = 1,581.25 psi Fv:Allowable = 207.00 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 7.650ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.446 in Ratio= 430>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.675 in Ratio= 284>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.394 2.333 Overall MINimum 1.600 1.600 D Only 0.794 0.733 +3+5 2.394 2.333 +D+0.750S 1.994 1.933 +0.60D 0.477 0.440 S Only 1.600 1.600 —V v L M ,\ Fr t-t. S .____ t c�-Fc�t-LS i�7 j iD� a ,'7ca49By: t"rrb Date: 10/i7 sheet 4 C4 ENGENCEAtTdCr hESd Gtd _ .......__ _.__•......-,.-. _...... ....... ... ........ .._... ..,,....._...,_......_......,......_� b}V A C.- _. )Cs`L V u t . i .. .. ,,,•44x . " (io. 5 412f5t sF--) (1t47reiZsYI 7') +( GS-7 *) 2-1001 4 5 '& k .2ce'LL. G;(-) a '6.013> , . -HUNG-. •5 P4r- 3 . 5 Aa1 Lt t3` .PJusr ;` 45.1 T13 6 fit` ,-,:u!k,s,-r .c-ii.c , . . —r' (7-4 ;:. :,---'.-- l d a, 4-'L z,. .- i ES - aJn- tir Q n3 . r V "t� ._ .._.. i ,.__. ....._... .. L.1 .Jf .../ ... 1�'x.I"-W. fr . ..5 '/4 2.fs '/ . G1 Q' 1 12... i':',(4r-4..7(.. .'.'1. '.y . `i r's, .. 54 c-4-4041, 5q.01.,.-11 c- r*J,1't1....E..V 47., ,,,,,-1e,►., ` .(1.Stas1 ''=2,5n 4-)(1IsY=f4-t7041)./'x- -3 i.40 .i u,r (, C 1 -.t . 0-. i lea 'a f'. .. 64 T 6 L..G .i . . ... . . i. " ?N,,,+oc„s had./ [3w./4 d) 0 �1. +ta'-yv. 6- SPA,w! :. .. .1 th, t... . , ."-r .�?tri.. //. '' r 3 3933 SW Kelly Avenue?Grtland,OR 97239 ter:503.222.4453 fax:503.243.9263 www.vIrnk.com C5 WOO{ Be�ill File=G:Mcad201712017069910DN918-U1F4HAKO_T.ECS Lic.#:KW-06002728 ENERCALC,INC.1983-2617,Build:1017.9.30,Ver 10.17.9.30 Description: D-7 Glulam Licensee:VLMK CONSULTING ENGINEERS CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 • Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Load Combination IBC 2015 Fb+ 2400 psi E:Modulus of Elasticity Fb- 1850 psi Ebend-xx 1800 ksi Fc-Prll 1650 psi Eminbend-xx 950 ksi Wood Species : DF/DF Fc-Perp 650 Wood Grade :24F-V4 Fv 265 psi Ebend- 1600 ksi Ft p Eminbend -yy 850 ksi Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 1100 psi Density 31.2pcf D(0.657) D(0.657) b b 0(0.207)S(0.45) d a 41`, 5.125 X 28.50 Span=40.0 ft I. Applied Loads Service Uniform Load: D=0.01150, S=0.0250 ksf, Tributary Width=18.0 ft,(Roof Dead+Snow)loads entered.Load Factors will be applied for calculations. Point Load: D=0.6570 k @ 4.0 ft,(Unit) Point Load: D=0.6570 k @ 36.0 ft,(Existing Unit) DESIGN SUMMARY Maximum Bending Stress Ratio Design OK Section used for this span 0.977. 1 Maximum Shear Stress Ratio = 5.125 X 28.50 Section used for this span 28.50 : 1 fb:Actual = 2,318.17psi fv:Actual p 5.125 X 28.93 FB:Allowable = 2,373.33psi = 304.75 psi Load Combination Fv:Allowable = 304.75 + + psi Location of maximumD S Load Combination on span =p 20.000ft Location +p+S Span#where maximum = of maximum on span = occurs Span#1p 0.0001ft Span#where maximum occurs Span#1 Maximum Deflection = Max Downward Transient Deflection 1.465 in Ratio= Max Upward Transient Deflection327<2400 Max Downward Total Deflection 0.0001in Ratio= 9>=18 2.190 ' Ratio= _ Max Upwardin219>_ Total Deflection 180 0.000 in Ratio= 0< 180 y Vertical Reactions in KIPS Support 1 Support notation:Far left is#1 - - Load Combination Values Overall MAXimum pp pport 2 Overall MINimum 13.797 13.797 D Only 9.000 9.000 +S 4.797 4.797 +D+0.750S 13.797 13.797 +0.600 11.547 11.547 2.878 2.878 • C6 file=GAAcad2017120170899tODN918-111F4HAK0 7.EC6 Wood Beare ENERCAI_C,INC.1983-2017 BuiId10.17.9.30,Ver:10.17.9.30 Licensee:VLMK CONSULTING ENGINEERS Lic.#:KW-06002728 Description: D-7 Cantilever Girder ,- CODE CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Fb+ 2400 psi E:Modulus of Elasticity 1800 ksi Load Method Combination: IBC 2015le Stress Design Fb- 1850 psi Ebend-xx Load Fc-Prll 1650 psi Eminbend-xx 950 ksi GradeFc-Perp 650 psi Ebend-yy 1600 ksi Wood Species ::24F 24F-V4 Fv 265 psi Eminbend-yy 850 ksi Wood Ft 1100 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(1 .8) D( 0) D(0.2070)S(0.450) 3 6.75 x3 6.75x33 4161,,6.75x33 S an II Span =54.0 ft =8.0 ft p Span=9.50ft p I• - —- - Service loads entered.Load Factors will be applied for calculations. Applied Loads.. Loads on all spans... Uniform Load on ALL spans: D=0.01150, S=0.0250 ksf, Tributary Width=18.0 ft Load for Span Number 1 Point Load: D=10.0 k @ 0.0 ft,(Hung Span) Load for Span Number 3 Point Load: D=13.80 k @ 8.0 ft,(Hung Span) Design OK DESIGN_SUMMARY __-_ _. _ 0.421 : 1 1 Maximum Bending Stress Ratio = 0.861: 1 Maximum Shear Stress Ratio = x33 fb:Actual = II Section used for this span 6.75x33 Section used for this span _ 6.75.75 100.33 psi 1,146.24 psi Tv:Actual = 238.50 psi FB:Allowable = 1,331.99 psi Fv:AllowableD Only IIIi Load Combination D Only = 54.000 ft Load Combinationofa of maximum on span 54. Location= 54.000ft Span# h re maximummum on spancSpan#where maximum occurs = Span#2 Span#where occurs = Span#2 Maximum Deflection Ratio= 309>=240 Max Downward Transient Deflection 2.092 in Max Upward Transient Deflection 0.000 in Ratio= 9>=24 I Max Downward Total Deflection 0.757 in Ratio= 252>=180 Max Upward Total Deflection -0.845 in Ratio= 766>=180 -_- Support notation:Far left is#1 Values in KIPS Vertical Reactions _ — . Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 33.855 36.920 O16.534 15.641 D Only MlNimum 17.321 21.280 D Only I 1 VVLMK ,?rol a: 5 t.}dai,.L ? meq (�tia: 7". t1o("q 9 _+y: G.+o taco. t ,a C7 fNG;Nff�ttaG+DEVON ... ..._.._..._.-___..----. t .....,.._..._._... -Sher u -.... 14\r AL., (1N+ - 9 _- i t4- MinG.. t. - i . .. . s 's 1.A.A.co Vis t�: �} :5 x 1� G-t-VLr.,,n 2_x G D-. 4-:watt.-. ' S✓(� c'��fZl-4 5 Q 2''Li4 • . . .. .. _.ySs.�mie. P4-4-'�V ,-` .....11,-1.ti t , ... . . .. .. • . • • • • • . . . .t''vttan/St 0"4- ..6,-'2-- . x..1- . c 2:.. t i. .. . t3a2EENT f $. 1 F R? i+f,-) .p F- vry lT i +z.)iz>t.:. ?R, F R.A t..t;. T�i 1 �n� ti�vlr -• � (rl- tg.(4,c�, .. 1....1,1-. 5 t tiA'to P.a> L.t,J) r I t .. 1L.X,6s'rl^.-Ks 1 5 _ . P'-''- ill ( 5- -oi- kr •- S..Z? ( 0-'4 ) . w r,..,.. , 1 i, - - .1, .i. . i •. . . . , 2_1+.. : 4 1 '--X i7'( c.- "lib Iffy . • .C.4. ,... .i. La:- ( "rt ivy �Jt�✓rT (.564 + • .. cis • NL : tit;�1t '' 7 ' L.i ' ; •' f I ;_. . is �A vo __.._ • (Cran/S alti/4±l e."') I . .. . .1 , &S' Ll;KU. i.--�'�. 'jA.fP P6 927 5't :1+#tI:..1(44. 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 vrwraolnik.corrr C8 File=G:V ad201712017069910DN918-UNF4HAK0 108 WOOCI Beam ENERCALC.,INC.1983-2017,Build:10.17.9.30,Ver:10.17.9.30 Licensee:VLMK CONSULTING ENGINEERS Lic.#:KW-06002728 Description: D9 Glulam CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb+ 2400 psi E:Modulus of Elasticity - 1850 psi Ebend-xx 1800 ksi Load Combination IBC 2015 Fc-PrIl 1650 psi Eminbend-xx 950 ksi Fc-Perp 650 psi Ebend-yy 1600 ksi Wood Grade : 24F- Fv 265 psi Eminbend-yy 850 ksi Wood Grade :24F-V4 Ft 1100 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.357) D(0.207' S(0.45) v b 5.125ihsi x18 Span=24.0ft I. I Service loads entered.Load Factors will be applied for calculations. Applied Loads Uniform Load: D=0.01150, S=0.0250 ksf, Tributary Width=18.0 ft,(Roof Dead+Snow) Point Load: D=0.6570 k @ 12.0 ft,(Unit) Design OK DESIGN SUMMARY 0.85Q 1 Maximum Shear Stress Ratio = 0.386 : S Maimum Bending Stress Ratio = Section used for this span 5.125x18 Section used for thishisspan 5.125x18 7.63 psl II fb:Actual = 2,222.05 psi fv:Actual == 11 117.65 si FB:Allowable = 2,615.18 psi Fv:Allowable - p Load Combination +D+S Load d Combination +D+S Location of aximum on span = 12.000ft Locationof maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Ratio= 382>=240 Max Downward Transient Deflection 0.754 in Max Upward Transient Deflection 0.000 in Ratio= 2>=24 Max Downward Total Deflection 1.174 in Ratio= 245>=180 Max U P ward Total Deflection 0.000 in Ratio <0 180 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 11 Overall MAXimum 8.213 8.213 Overall MINimum 5.400 5.400 D Only 2.813 2.813 +D+S 8.213 8.213 +D+0.750S 6.863 6.863 +0.60D 1.688 1.688 S Only 5.400 5.400 1 LM K Project 9!_—G-- . 54'"-.140'-"_. 07 iir} ' 7-0 t ab 4 13-V: L v D Dare. f `J sheet#. i !k{C--N_G_-OSS CN A . - --"--�-- ,../ !'Joy ls t7Sttr^J F-ci2 14-1-,11-,v'* 5 . --r.0,-J) Y . .0 N Ar-.)c.8 0 izA - s ..4, ,isx i-i C - sat : e..... 12 ) . . T iRl #t +roR.A4.YZ, ,t2y',_-._ -its, _. %z -r X- 1C � I. :43`1' /5 c J- K Lir1�: Si: ;.+5 .. 5 .ems fJtrtz . .'› .1c1 d: # ;'-' E R,.. 51-lE ( r4ath.i6. .- 'r31_. m 5 . ..s . . 0 )Ci ( .Sc,,ez.uv :.: ti3 z-,-/:. A4 > i t 9 t 14 v�r� USS : .3#(s x. '7?)r —, --_ 54.4-it,--4 PG1t' C.-.c .i- .tt2,_° - -. ---- r 1.C7 . . Ca r,itii kbad -'t-x� vn�tT, i +11D"f ;;. s12 i44 rr �` T7�.L _ n1/Li/t tai'' s e4 .:S4vi.:,. .-tf . ( Cz. .2 •• , .usL � . . 41 )vc_;-- A. 4 QU4. s '- YSC '# 1`, n .7k-.1 ."17)-5,Y,-. ... d.-.1,-.t,,,.. . Pte- &Q.. CO ''...-. ►" - i. (-21%).14 -(-1-• iri.N C t-10.lz.. -rt, �_.�.. tet-;-',k P f:.. . . . . 241 t-oma. 11‘0.';47-4.14.,P-4;`4 (,dry.7"(.4 ) _ 1-C.1 .i4( 4,-P.0-:,. _eil . . > W_ _.!,A1 C-) l , .;' _.6/(;), fir., . ..__. r2, ..3- F , i € { t t,J>T.4„D . mak. 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox:503.248.9263 wwww.vkrnk.com MUMS Design Maps Summary Report C10 User—Specified Input Report Title Scholls Bldg D HVAC Tue September 19,2017 22:57:06 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) } S • ite Coordinates 45.44638°N, 122.7879°W ., ,, ,,,,''',,,,. ,,.,,,,,-l' ; .•7 it- :-, - ..,,..:T.'" - 1 .7- ,, „,- ,...._,_,' Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III ✓ "�' • v ; • ' �-# i a I, � %• r� ' , y ' xrur t e,, = i t 1, tr 10 i, • ,..,7,`,.','AI'',"*„ e;l1"°-'..,I,'''7,;;:r'''' .,,,,. 1,44,..k!,,5 -.!.0, ?t r t o 4 t:' . k .' e I ;, . , �.'' )11,--;',,--, s ; V � .�, T "'v 9" -' in sf � ``' p''7�C .xw ry, � �%'S, ` X ' '` 9i) ',-„ ,:` 'fid k �a ✓ d 1„ gip, ". #'n"xd, h 'r A" ' .' d; P 3 it 'i .:; its t ;# y . .�.; '° USGS—provided Output SS 0.974 g SMS = 1.081 g Sp, = 0.721 g S1 = 0.424 SMS = 0.669 g Sol = 0.446 g — 9 For information on how the SS and Si values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCE Response Spectrum Des,,9r,Response Spectrum aau 117 1.IJ a12 45{" Gr9� CI clil a,? a, n" rn aee ass ' au II vi 7s: - a z? G3 �Ik� a 9 a.11 aa5 r1tA1 E.r3:7 �l]7 it l X14] t1 �1'] ICC 1-2') l.t{I 16a .183 :-Cxi a am 2:.3 tvi..,i.i x'7217 per,,,d 103 1..:7 1.G7 1.£r3 E, CI +d.T(sec) Per1 .T(sec) For PGAM,T�,Com, and CR,values, please view the detailed report. Although this information is a product of the U.S. Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject matter knowledge. 1 VVIMK Project. Scholls Bldg D Job 20170699 By WOD Date 10-17 Sheet# C11 ENGINEERING+DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 4 p yytioco, TYPICAL SCREEN WALL o .fr.47Fh g ,„ Fv ,o, =w , Fh TYPICAL MECHANICAL UNIT e H 1,0 h DESIGN INPUT B = 182 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 15 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height = 2.80 ft Height of Rooftop Structure or Equipment Width = 6.20 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 3.90 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 17.8 ft Height to Top of Structure or Equipment Vult=" 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] Exposure Category zg= 1200 ft Nominal Height of Atmospheric Boundary Layer [Section 26.7.1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] [Table 26.9-1] KZ= 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] Kzt= 1.00 Topographic Factor [Figure 26.8-1] K = 0.85" Wind Directionality Factor [Table 26.6-1] ANALYSIS qZ= 0.00256KZKZtKdVmt2 qZ= 22.0 psf Velocity Pressure at Ultimate Level [Equation 29.3-1] GCr= 1.9 Horizontal: Force Increase &Gust Factor [Section 29.5.1] GCr= 1.5 Vertical-Uplift: Force Increase & Gust Factor [Section 29.5.1] - Af= 17.36 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar= 24.18 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 2730 sf Building Area Normal to the Wind Direction Fh = Q h(GCr)Af [Equation 29.5-2] 4 Fh = 724 lbs Horizontal Design Wind Force Ph = 41.7 psf Horizontal Design Wind Pressure (Ult., 1.0W) (Ult., 1.OW) � x \ Fv= 9 h(GCr)Ar 1 1, * , [Equatloa6.25=3) At Fv= 796 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) \� -1''')/., Pv= 32.9 psf Vertical (Uplift) Design Wind Pressure 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222 4453 fax:503.248.9263 www.vlmk.eom C12 sivumK Project Scholls Bldg D job#: 20170699 By: WOD Dote: 10-17 Sheet#: ENGINEERING+DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Designli Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: I x I ft Sps =t, 0.721 g Design Spectral Response Acceleration • 3 a • - Q = # 1.0; Overstrength Factor [ASCE7 12.2-1 or 15.4-1] CG AP = 2.5 [ASCE7 13.5-1 or 13.6-1] SCR Y Rp = 6.0 [ASCE7 13.5-1 or 13.6-1] Ycg Ip = 1.00 [ASCE7 13.1.3] • 1 2 • - Z = 15 ft Attachment height from base of structure h = 15 ft Average roof height of structure from basexcg PLAN VIEW Wind Parameters: PHORIZ. = 41.7 psf Design Wind Pressure (psf), 1.0W PUPLIFT = 32.9.....: psf Design Wind Pressure (psf), 1.0W crMechanical Unit Parameters: Wp = 563 lbs Total Weight Zcg X = 74.4 in Base Dimension (max) Y = 46.8 in Base Dimension (min) SIDE VIEW Z = 33.6 in Height of Unit Z 14.0 in Height of Curb, where occurs Load Combinations: turn = Xcg = " 37.2 in Center of Gravity Seismic: Wind: Yeg = 23.4 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Zcg = 16.8 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: F _ 0.4apSUSWr 1+2 z = 203 lbs <_1.6S psi pWP = 649 lbs OK a RJ,lip ( h >_0.3Spsi PWp = 122 lbs OK Base Shear, QV„E = 203 lbs Seismic, QE Wind: V„w = 1026 lbs Wind, 1.0W Vu,SASE = 1026 lbs Wind = 615 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 1.86 in ey = 1.17 in 1 37.2 1383.8 23.4 547.56 Mx_x = 378 in-lbs My_y = 237 in-lbs 2 37.2 1383.8 23.4 547.56 Y Direction X Direction 3 37.2 1383.8 23.4 547.56 V1,3 = 53 lbs V1,2 = 53 lbs 4 37.2 1383.8 23.4 547.56 V2,4 = 53 lbs V3,4 = 53 lbs - 5535.36 2190.24 Wind: V1,2,3,4 = 256 lbs Max Vu,ANCHOR = 256 lbs Wind = 154 (ASD) L Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 6251 lb-in Seismic, QE Net Tension: Tx* = 236 lbs Mres,x = 15829 lb-in Seismic, QE Ty* = 333 lbs , Mres,y = 9957.1 lb-in Seismic, QE Wind: Mot = 24408 lb-in Wind, 1.0W Max T,,,ANCHOR* = 333 lbs find i. M 18849 lb-in Wind, 1.0W = 191 (ASD)1,'res,x = ` Mres,y 11857 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift 3933 SW Kelly Avenue Portland,OR 9/239 tel 503.222.4453 fax: 503.2489263 www.vlmk.com Unit Report For 4T RI Project: Reitmeier-Scholls Prepared By: 10/19/2017 12:20PM Unit Parameters Dimensions(ft.in.)&Weight(lb.)*** Unit Model. 48KCEA05A2A3-0A0A0 Unit Length. 6'2.375" Unit Size• 05(4 Tons) Unit Width. 3'10.75" Volts-Phase-Hertz. 208-1-60 Unit Height' 2'9.375" t Heating Type. Gas *** Total Operating Weight. 563 lb Duct Cfg• Vertical Supply/Vertical Return Medium Heat *** Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are Single Stage Compressor Models provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Return Air Filter Type' Throwaway Return Air Filter Quantity. 2 Return Air Filter Size' 16 x 25 x 2 Unit Configuration Medium Static Option Belt Drive Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48KCEA05A2A3-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option Belt Drive None I Packaged Rooftop Builder 1.49a Page 4 of 18 R2 SUBMITTAL4 is MICroMeti 50TCQ A04-50TCQ A07,48TC A04-48TC A07,48TC B04-48TC B07, Part Number: �ij 50TC A04-50TC A07,50TC B04-50TC B07,50KCQ A04-50KCQ A05-50KCQ A06 O5537-014A-00010 FORM NO. 1174-1D I 2/12/2015 Submitted To: Company: Job Name: Notes: Opening for thru 1 3/4"Alt.drain hole the bottom electrical connections Knockdown Curbs corneedrs top 40 /� 321/16" corners •♦Full Perimeter NOTES: Ret4r�ai� 0,1". 201/ " • *Custom Heights Are Available. 1 7/\ • *FullyInsulated Perimeter Curbs Are Available And `� \ Supply air � � Designated With A"CI"Suffix. • *Hold Down Brackets Are Available For Most Curbs. 67 3/8" • Attach Ductwork Directly To Roof Curb.Flanges Of Duct 1 3/4" I ' 37 /16" Rest On Top Of Curb. I • Any Posted Weight Is Actual Weight,Not Shipping Weight / 1" • All Dividers&Supports If Present,Are Flush With Top Of T Irl/'O Its Curb Unless Noted. A *Please Contact Factory For Pricing and Availability 4___ CROSS SECTION FEATURES: f OF CURB ,,I z" 1-.41-- • Ships Knockdown,Assembly Hardware Provided When Needed. • Deck Pans When Factory Provided,Are Factory Insulated. • Constructed Of Galvanized Steel. 0537 Series Roofcurb Specifications (in inches) • Gasketing Package Provided. MicroMetl Part No. Carrier Part No. A Weight • Full Perimeter Wood Nailer Provided. 0537-008A-00010 8" 71 lbs 0537-011A-00010 11" 82 lbs 0537-014A-00010 CRRFCURB001 A02 14" 94 lbs 0537-018A-00010 18" 0537-024A-00010 CRRFCURB002A02 24" 131 lbs CU-2D THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana— 1-800-662-4822, Sparks Nevada— 1-800-884-4662, Longview Texas— 1-903-248-4800 'F - mot i Unit Report For 2T R3 Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)"'" Unit Model. 48VL-C240603 Unit Length. 4'0.1875" Unit Size 24(2.0 Tons) Unit Width 2'8.625" Volts-Phase-Hertz. 208-1-60 Unit Height. 3'7.75" 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 60,000 Btuh installed options. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight. 304 lb Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48VL-C240603 Rooftop Unit 1 Base Unit Accessories CPHSTART002A00 Compressor Hard Start Kit 1 CPCRKHTR008A00 240V Crankcase Heater 1 Packaged Rooftop Builder 1.49a Page 13 of 18 R4 SUBMITTAL UBMITTA MicroMetl 48ES A24-48ES A36,50ES A24-50ES A36,48VL A24-48VL A36,50VL Part Number: 1 et A24-50VL A36,48VT A24-48VT A30,50VT A24-50VT A30 CRB-SDSML-14 FORM NO. 7843-1D I 2/12/2015 Submitted To: Company: 10" Job Name: Notes: 21 9/1." Knockdown Curbs •In/�16" Full Perimeter 2��4„ 1•0"4100.•/.00 �► NOTES: 44111110,. ��A� ••• 40 • *Custom Heights Are Available. .„ .. • *Fully Insulated Perimeter Curbs Are Available And Designated With A"CI"Suffix. A • *Hold Down Brackets Are Available For Most Curbs. • Attach Ductwork Directly To Roof Curb.Flanges Of Duct .4100 Rest On Top Of Curb. • Any Posted Weight Is Actual Weight,Not Shipping Weight. 6�� 1 • All Dividers&Supports If Present,Are Flush With Top Of 2831 „ II tO, Curb Unless Noted. /p *Please Contact Factory For Pricing and Availability FEATURES: 1„ Iil (3i • Ships Knockdown,Assembly Hardware Provided When f Needed. eta 2.75" • Deck Pans When Factory Provided,Are Factory Insulated. A • Constructed Of Galvanized Steel. .875" • Gasketing Package Provided. IMicroMetl Curb No. Carrier Curb No. A Weight • Full Perimeter Wood Nailer Provided. CRB-SDSML-08 8" 56 lbs 2" CRB-SDSML-11 CPRFCURB010A00 11" 63 lbs CRB-SDSML-14 CPRFCURB011A00 14" 70 lbs CRB-SDSML-18 18" 91 lbs CRB-SDSML-24 24" 108 lbs CU-20 THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana — 1-800-662-4822, Sparks Nevada — 1-800-884-4662, Longview Texas— 1-903-248-4800 O66i`t gi AdJN _ __ wIxJ1K.1_..I�J•ulJ.fw:e--�.�M1h I I.f Inlldwiufre>hxMMMlir JFI 1411•<u IJM - • 6So r ip f 3 3 n C, .,...„...,.3 rr .w111:17.1F1:r..:::: rI rnNa7:4,7,17.472"' 7� ` -,0 .O, -vc Iti Np'7d N/WbLVj !-'00-� w s I - •°fi' ..-117,3 I ° I -h'D•�0,5 i I `=n_.. r n 1IIG 1 �u 1- I �rAb> i pI f 3 L 4 •.v •---4;-,-.---'1,... ''.1:---;,..:1::7 >c a;sr e! 43J r,l. r< .c ( IpV N fs ` CP a fir.>H tT: »q iok > >x rE.. v az• a._, in o .„,�,c 6� hal>r ° (= `-� 1 `- -rkyr1 ! 464 I 71 I i \JG ' vl'``.(n, I W'7i .T... ivr..r,. • > Q� ase ` k� I eaM 1/'t}� Is” r 7 ':4 w Is r • 1` — a.) I(^,ywl} �C4:.q a ,slt'M. ` U1M i = i,( ) k f.— EJatc. 1!IIII:_,___.,4 ^tJ^ b .) a, • • r<n Iti-q. ` if,! 1 i •9 t _lYnsIivICSRM 1.9.31: vcd t s :r O. 1 i p So,. >s nwr , <3 <rf 1 1 9 t Iv i 4 1 ' rr' ----_1'..f! .Y.5 Project: Reitmeier-Scholls 2T Prepared By: 10/19/2017 12:20PM i RECEIVED OCT 242017 CITY OF TIGARD 2T BUILDING DIVISION Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet I Packaged Rooftop Builder 1.49a Page 12 of 18 . , Unit For �� '--�-' 10/19/2017 pn�e�: Redme�r'GohoUo 12:20PM Prepared By: Unit Parameters Dimensions(ft. tin�&Ve�htVb��° Unit Model. 48VL'C240603 Unit Le ~ 4'�1WJS~ Unit Size. 24(2'UTo^~ Unit Width. 2'8.625^ Nb Volts-Phase-Hertz- °°8-1~~ UnitHeigh1� 3'7.75" HeatingType- Gas *** Weights and Dimensionsmate.Weht does not include roof # Ductcfg. Vertical Supply I Vertical Return curbs,unit packaging,field instated accessories or factory installed"=~~ dimensions �d°�«m^.n�rmun�vpmmo 0O.00O�uh shipping Standard Unit product data catalog. ht 304 lb To�| OperaUngVVe� � 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 DescriptionQuantity 1 48VL'C240803 Rooftop Unit Base Unit Accessories 1 CpHSTARTOO2&OO Cnmpm000rHard Suu�Kit 1 CPCRKHTROO8AOO 24OVCrankcase Ho�nr ' I ' Page 13of18 Packaged Rooftop Builder 1.49a 401 Ibi• Certified Drawing for 2T Project: Reitmeier-Scholls Prepared By: 10/19/2017 12:20PM 4811 ELECTRICAL 1/012 VT. UNIT REIMA7 NMI CENTER OF DRAMA 141161 CMRACTEAISTICS l4 34 ,y„ I P 2 444(1-1.11(2410401060130 204(230-1-60 )04 131.0 45.3/4 1111 22-13114 579.4 /5-5(14 304.1 15.11(14 318.5 -�` l-15416�-r1-971!-�+ 9-15136 6.-- 400L1-141(3410401060134 0041230-1.10 336 15/.0 48-114 7111 23-73410 319.4 .3-3(75 384,0 15.13176 401,6 [452.1] 1517.71 1254.4] 16011-IYIC31106010lO11 biS7610 114/230-1-60.2081130-3.61.140-5-18 311 758,0 57-311 1515 21.13114 579.1 15-3116 384.1 16-5/8 +21.3 -1411 CMIER'EMT 14016 [17.3] V- lir24 0MTME .t. •Y 131 •1' r-311 24 2604214 13,1 20.1 N.8 21.6 11.2 41.0 706.4 q-3 169 11 � RETURN i SUPPLY /4 30 2011470 50./22.0 47-2 30,51 .{13.1 117.4 33.) 91 2910210//14 52.1 23,2 DO 31,1 101.1 A$5_922? 55,1 15.15111 (404.41 OPENI86 AIR .t.I CLXIIWICES T9 PAM 4020004 COIL __- -_-__ (37 II T�•s ----- 'I �[e1.01 TV Or UNIT I1155.IMII _ 1 DUCT SIDE OF 0311 11 1355'11 � f ��0 SIDE OPPOSITE O1KTS 2 111 12 .41 1117.11 •�• --- :. .. C. /OTrd1 Or UNIT 1-1 I i rLUE PIMEL 96[011.1] - - - [151.41 NC��4<UAI M. LI * K1 t INCHES 1111 6(136(1 UNITS "0300 EN/00 SIDE 42 11006.41 OMIT 410 4353603515 EURFAC[f.POYER ENTRY S[0[ 54 1111.01 ANIT AID 105709 COIL TOP VI TOM COIL 800011[0 S/Rr/CES,9 OR 00843[31WCIE 00 3324. OTREO 42[1544 4] Mem 6W110 rs awallitsi810 a03030 (SOP,COIL}[CESS 6701. IVIES 1111 PdER 13]83 9]DE.. . .. -. 1 4t[1034.5] 1ERCEPT TOA NEC 4E04I1E0E4T31PUT .......... .....'.__...... S/DE 1111.. .. ...,...48[(214.21 SIBS OPPOSITE 911[15 .. 31 1114.01 0041 11104a 34 1304.11• 31-7014 24-348.7 - 47 +NININOY 0[Sr003c(S Ir 0351 IS PLACED LESS TNAA tr 1344,tl 4801 HALL 1194.3] [61.11 Etef3.32 -4-.,-.1-t/x SYSTEM,TACH 9101(3 PEAFORNkNCE 34(44(23(0041105, _.. ..._ 1*11.31 OINENfIONS II II ANE IN RN Iiimiiii IIIIIIIIiIIIIIIIIl f Ioi000ffll i f-113'[20.6]DIA,C.• 1RJllfflUH.HUIIIIC12)di 119•122.0104 L EM . IIIOIIIOIIIIIIIIIF 111 • liMf 74 It t s•in!-3l4 : oI [495.2[92.11 � 031611 11� �ii O• �� NAN.= O' (11{11) IEEmgmL=mE3 12-13114 (0111053 4-13/16 1323,11 14115E .3. °41853 [122.2] 11 31 Sri 1P•[12.71 N,PT 753,41 415 ENTA1 3-1/1{ 828.1' 48-3114 [52.1] [17,31 06414 3011(1 11221.43 1-03(13 [250181 [510.11 [250151 1/1;41'12P27 WE, LEFT SDE VIEW FRONT VIEW I11.0I RIGHT SDE VIEW REAR VIEW 484L500404 _ Packaged Rooftop Builder 1.49a Page 14 of 18 . . Performance Summary For 2T Project: Reitmeier Scholls10/19/201710/19/2017 12:20PM Prepared By: Part Number:48VL-C240603 � ARI SEER. 14.00 �� #BammUnitCHmenaionm 48.2 in UndLmng�• Unit32.6 in VV��� 43.8 in Unit Height- 304 lb To�| Opo��ngVVoght. Unit Unit Voltage-Phase-Hertz- 208-1-60 Air Discharge. Vertical FonDhveTypo- Direct Actual Airflow- 871 CFM Site Altitude- UM 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 60.9 F Evaporator Leaving Air WB 58.7 F Evaporator Leaving Air Enthalpy 25.50 BTU/lb Net Cooling Capacity 23.26 MBH Net Sensible Capacity 17.99 MBH Total Unit Power Input 2.01 kW Coil Bypass Fact0.037 .037 Heating Performance 871 CFM Heating Airflow. Entering Air Temp 70.0 F Leaving Air Temp 122.1 F Gas Heating Input Capacity 60.0 MBH Gas Heating Output Capacity 49.0 MBH Temperature Rise- 52.1 F AFUE(%). 81.0 Supply Fan 0.60 in wg E�oma|G�8oPmoaum. Options/Accessories Static Pressure 0.04 inw� Wet Coil.Total Application Static(ESP+ Uit O ts6Aoo�}� 0.64 in wg FnnRPM• 1050 0.38 BHP �� Power Size,FunMotorhp• 1/2 NOTE. High Motor Speed,Vert ' Electrical Data - Minimum Voltage. 197 - Maximum Voltage. 253 & CnmpmoonrRLA. 8.7 Compressor LRA. 46 Outdoor Fan FLA(ea) 0.6 Indoor Fan Motor FLA 3.8 Power Supply MCA. 15.2 Power Supply MOCP(Fuse nrHACR>. 20 Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Pago15of18 Packaged Roof�pBuilder 1.490 Performance Summary For 2T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM Acoustics Sound Rating. 73.0 db • Sound Power Levels, db re 10E-12 Watts 111 Discharge Inlet Outdoor 63 Hz NA NA NA 125 Hz NA NA 54.3 250 Hz NA NA 61.3 500 Hz NA NA 55.2 1000 Hz NA NA 54.8 2000 Hz NA NA 57.1 4000 Hz NA NA 53.6 8000 Hz NA NA 43.1 Advanced Acoustics 1 Si r 0 w 414 i S It Si ti hk (C‘ `� 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 54.3 61.3 55.2 54.8 57.1 53.6 43.1 64.8 Lw B - 38.2 52.7 52.0 54.8 58.3 54.6 42.0 62.1 LwA 26.2 C 0.0 21.9 28.9 22.8 22.4 24.7 21.2 10.7 32.4 Lp D - 5.8 20.3 19.6 22.4 25.9 22.2 9.6 29.7 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 Packaged Rooftop Builder 1.49a Page 16 of 18 Performance Summary For 2T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM 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. • Packaged Rooftop Builder 1.49a Page 17 of 18 4110 lb SUBMITTAL MicroMet) 48ESA24-50VL A36,48VT A24-48VT A30, A24-48VL A36, 50VT A30 50VL Part Number: I V G CRB-SDSML-14 FORM NO. 7843-1D 2/12/2015 Submitted To: Company: 10" 41111No. Job Name: Notes: 21 9/1." Knockdown Curbs Full Perimeter �7, 10„ �16" io IP, T 41111111 �� NOTES: YA J' • *Custom Heights Are Available. � • *Fully Insulated Perimeter Curbs Are Available And Designated With A"CI"Suffix. A • *Hold Down Brackets Are Available For Most Curbs. , • Attach Ductwork Directly To Roof Curb.Flanges Of Duct Rest On Top Of Curb. • Any Posted Weight Is Actual Weight,Not Shipping Weight • All Dividers&Supports If Present,Are Flush With Top Of 1111%11114114""9,9//„ '�.I 3\1��O Curb Unless Noted. / *Please Contact Factory For Pricing and Availability FEATURES: 1" -f--- i • Ships Knockdown,Assembly Hardware Provided When ,r) 2.75" Needed. IA 11 • Deck Pans When Factory Provided,Are Factory Insulated. A • Constructed Of Galvanized Steel. • Gasketing Package Provided. .875 MicroMetl Curb No. Carrier Curb No. A Weight • Full Perimeter Wood Nailer Provided. CRB-SDSML-08 8" 56 lbs 2" 1-44-- CRB-SDSML-11 CPRFCURB010A00 11" 63 lbs CRB-SDSML-14 CPRFCURB011A00 14" 70 lbs CRB-SDSML-18 18" 91 lbs CRB-SDSML-24 24" 108 lbs CU-2D THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana — 1-800-662-4822, Sparks Nevada — 1-800-884-4662, Longview Texas— 1-903-248-4800 SUBMITTAL MicroMetl Manual Outside Air Intake Hood with Filter Rack Part Number: DATE: 6/09 for Carrier 48/50ES,EZ,VL 024-036,A24-A36; 48/50VT,XL,XT OAM-SDSML-CD FORM NO. 7869-1P024-030,A24-A30; 50GL,JZ 024-036,A24-A36 Units SUBMITTED TO: COMPANY: Features: Carrier Equivalent: CPMANDPR007A00 DRAWN BY:T. HUBBARD • Package includes both the outside air hood/panel and the filter rack. JOB NAME: • Can be used in a down or horizontal application(in horizontal application, hood EQUIPMENT: mounts to side of return duct). NOTES: • Adjustable blade in hood for air volume control. FILTER RACK SIZE • Filter rack is designed for easy installation, and can accommodate 1"or 2"filters. • Package ships with 1"TAW filters. 1" Filters (2) 12"x 20"x 1" (1) 10"x20"x 2" 2" Filters (1) 12"x 20"x 2" *1" Filters shipped with package Coil r--------------------------1—� Supply air f:,xt% I Filters ��tl1�m��>> cover panel. �--� O/A ` Shipped on ����� Hood �I `__' M HVAC unit ���� 11414 VIEW 111111111111111111111 ® On the newer / HVAC units,this i is(2)separate \, i;i .:, / panels ....• 888& pppp • -;\ 00.00000 0000( .:P,,,.V.---- W ••••• :::& 0000000 0000( 00•••.i •••s( 0000000 0000( 4\/ 000000( 0 00000000( 0-25%Manual ( 0000000 0000( OA Hood 0000000 0000 Hood Panel, Shipped / Side panel is shipped with the ' 1 with Package HVAC unit. Remove to install '1r filter rack and replace filters. SIDE VIEW THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETL'S WRITTEN CONSENT MICROMETL CORP-3035 NORTH SHADELAND AVENUE,SUITE 300-INDIANAPOLIS,IN 46226-1-800-662-4822---MICROMETL SPARKS-905 SOUTHERN WAY-SPARKS,NV 89431-1-800-884-4662 Carrier 4 SUBMITTAL Project Reitmeier- Scholls Date Thursday, October 19, 2017 E Table Of Contents Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM 4T 3 Unit Report 4 Certified Drawing 5 Performance Summary8 Unit Feature Sheet 11 t 2T 12 Unit Report 13 6 Certified Drawing 14 Performance Summary 15 Unit Feature Sheet 18 _ A • Packaged Rooftop Builder 1.49a Page 2 of 18 • 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM 4 4T Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.49a Page 3 of 18 • Unit Report For 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM Unit Parameters Dimensions(ft.in.)&Weight(lb.)*** Unit Model- 48KCEA05A2A3-0A0A0 Unit Length- 6'2.375" Unit Size- 05(4 Tons) Unit Width- 3' 10.75" Volts-Phase-Hertz. 208-1-60 Unit Height: 2'9.375" Heating Type- Gas *** Total Operating Weight 563 lb Duct Cfg- Vertical Supply/Vertical Return Medium Heat ** Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are Single Stage Compressor Models provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Return Air Filter Type- Throwaway Return Air Filter Quantity Return Air Filter Size- 16 x 25 x 2 Unit Configuration Medium Static Option Belt Drive Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48KCEA05A2A3-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option Belt Drive None Packaged Rooftop Builder 1.49a Page 4 of 18 N . , 410t 411104 Certified Drawing for 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM NOTES, UNITED P.O.DOS IRON 1X15 DOCUMENT IS THE PA0/[RTY 01 GAAP IEA 008POHITION SUHOI551g1 OF 1813E OAAWIX00 OR OOCUMEHT5 1. DIMENSIONS ARE IN 1NCXES, DIMENSIONS TECHNOLOGIES 31AAWSE.XY AND IS 80014[1[0 UPMI T/O EXPR[ss 00x111108 Txa Tx[ DOCS MIT CONSTITUTE rAAT P[RrOP11AXC[OR IN[ 1 ARE IN NILLINETERS. UNIT J K (1 PHASE) K(3 PHASE) CARRIER 10221 CORPORAT DIES WRITTEN BE DCONSENT.OR US[D pINOUT CARRIER *10011AXC[00 CONTRACT. CORPORATION'S WXITrzx<0Ns[xr. 2. CENTER OF GRAVITY 48KC 04 33 3/8 14 7/8 14 7/e 18411 [3771 [3771 48KC 05 33 3/8 14 7/8 18 5/8 CONNECTION SIZES 3.00,DIRECTION OF AIR FLOW 18471 1377] 5472] A 1 3/6' [351 DIA FIELD POWER SUPPLY HOLE 48KC 06 41 3/8 14 7/8 18 5/8 11051] [377] [7727 8 2' [501 DIA POWER SUPPLY KNOCKOUT C 1 3/4' [511 DIA GAUGE ACCESS PLUG 33-3/8 D 7/8" 122] DIA FIELD CONTROL WIRING HOLE [8481 E 3/4"-14 NPT CONDENSATE DRAIN F 1/2"-14 NPT GAS CONNECTION • ' 7 G 2 1/2' [641 DIA POWER SUPPLY KNOCK-OUT 32-1/4 ECONOMIZER HOOD [8181 (OPTIONAL) 16 FILTER ACCESS PANEL [4061 (TOOL-LESS) COMP. I THOU-THE-BASE CHART • ACCESS CONDENSER THESE HOLES RE001 RE003A07OSE PANEL COIL ,g� INDOOR COILi��\. J Q11 . ' I THREADED WIRE REO'D HOLE ACCESS PANEL I '�� �-L - CONDUIT SIZE USE SIZES(MAX.) ��\ W T/2' ACC. 7/8" [22.2] Rr i �' \�� 25-5/8 10-7/8 ♦ % 1/2" 248 1/8'[22.2] ����® 11 [652] Y « 3/4' 1001,003) POWER 1 7/8" 128.4] �[�1�]!♦�17II ��77���1�]£I 44 '171 I I ( \ • RETURN AIR • [2771 RETURN I 111171 �`� AIR ZOO (003)1/2' FPT GAS 1 3/16' 130.0] ANGLE 2-5/B—I �� O FOR'THRU-THE-BASEPAN' FACTORY OPTION, BACK 677 ��•u I - FITTINGS FOR ONLY%,Y, 6 2 ARE PROVIDED TYP �� E ALT.J SELECT EITHER 3/4"OR 1/2' CURB 1 ''W CONDENSATE ' FOR POWER. DEPENDING ON WIRE SIZE WIDTH I •% DRAIN OPENING 17 3/4 Y [7511 IN BASEPAN SUPPLY 26-1/2 29-3/8 yt (001)PROVIDES 3//'FPT TXRU CURB 18-i18 1 i j�•2 ATR [673] [777] SUPPLY FLANGE d FITTING. [4591 J/ AIR [6-7/8 14-114 121214 [7111 1363] [312] SEE THRU THE 6-1/d BASE CHART X61511 N i 1 — 12-1/--3-3/8 25 2\--FLUE [3071 1851 18361 4 HOOD[1001 TOP [470]2 11 K d-5/8 [1181 10-1/2 1-1// ELECTRICAL [265] 132] —_— lid DISCONNECT I = LOCATION r=I CONDENSER 0110. COIL CONTROL BOX INDOOR BLOWER E STD. ACCESS PANEL ACCESS CONDENSATE I ILTER I • DRAIN 1 " OPTIONAL —— J __ 636]8 FACTORY ---.- �g-gR OUTSIDE I __ , �-_ 19-1/2 EN OPTIONAL =_= I� [1271 I RETURN 'I AIR INSTALLED FACTORY {AI'. HANDLE SUPPLY AIR CONVENIENCE — I [4841 INSTALLED =_-----= F [269]8 I AIR Y IOUTLET _ DISCONNECT _ "i I, 1 21-1/d 6-5/B ��� s rte', • — __ 0 L---1 [539] N..� �..1 [168] :10 0 t, =.: 00 11551 Imm 3-3/4 HANDLE 1951 46-3/4 30-1/8 8[21131 211598 7 6 4 111871 [764] 31 1169] 11771 [152] 74.3/8 2687/8 [1888] 1682] BAROMETRIC 31-1/4 RELIEF LEFT [7831 FLOW FRONT ATAPLY *RETURN RIGHT AIR 5X[01 DATE SUPEPCED11 48KC 04-06 SINGLE ZONE ELECTRICAL REP 10F2 09-16-14 - COOLING WITH GAS HEAT 48KC000281 _ Packaged Rooftop Builder 1.49a Page 5 of 18 Certified Drawing for 4T Project: Reitmeier-Scholls 10/19/2017 12:20PM Prepared By: 0 UNITED P.D.DOI IDD THIN DOCUMENT IS IDE PROPERTY Of CARRIER CORPORATION SIIDMINNIM of THESE ORANINRS OI DOCDMENIS TECHNOLOGIES SYRACUSE,NT AND IS DELIVERED UPON TX[EXPRESS CONDIl1Ol THAT 11H DOES NOT CONSTITUTE PART PERFORMANCE OR CARRIER 112I1 CCRPORA3 NILS NOT TE DCONSENTD W UN[D NITXWT CARRIER ACCEPTANCE Of CWTRACT. STD. UNIT CORNER CORNER CORNER CORNER COR/OIALIW'3 NAI TTEX CONSENT. UNIT WEIGHT WEIGHT lAl WEIGHT(B) WEIGHT IC) WEIGHT ID) C.G. HEIGHT LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. x Y Z 48NC D4 490 222 129 54 111 50 125 56 135 61 35 3/4[908] 24 3/4[628] 18 7/8[479] 48KC 05 544 246 130 58 126 57 142 64 146 66 36 3/4 1933] 24 3/4 16281 18 7/8[4191 48NC 06 597 210 141 64 156 10 158 71 142 64 39 1/8 19930 23 1/2[5971 20 1/8[511] A STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. CORNER A CORNER B A - o IIIIIIll(�im CORNER DI ' --' • -1 CORNER C x TOP r• ___ - 2 V.:00 I O .. I. I.. •.: 00g l FRONT SHEET DATE SUPERCEDES 48KC 04-06 SINGLE ZONE ELECTRICAL RET COOLING WITH GAS HEAT 48KC000281 2 OF 2 09-16-14 Packaged Rooftop Builder 1.49a Page 6 of 18 N ■ is ' VP 41110 • a II 1 Alia Ai Certified Drawing for 4T Project: Reitmeier-Scholls 10/19/2017 iliii„. Prepared By: 12:20PM Service Clearance • 111 ,441100. C05337 LOCATION DIMENSION CONDITION 48-In(1219 mm) •Unit disconnect is mounted on panel A 18-In(457 mm) •No disconnect,convenience outlet option •Recommended service clearance 12-In(305 mm) •Minimum clearance 42-In(1067 mm) •Surface behind servicer Is grounded(e.g.,metal,masonry wail) 6 36-in(914 mm) •Surface behind servicer is electrically ran-conductive(e.g.,wood,f berglass) Special •C heck for sources of flue products within 10-ft.of unit fresh air intake hood C 36-in(914 mm) •Side condensate drain is used 18-In(457 mm) •Minimum clearance 48-in(1219 mm) •No flue discharge accessory installed,surface is combustible material 42-in(1067 mm) •Surface behind servicer is grounded(e.g.,metal,masonry waif,another unit) 0 36-in(914 mm) •Surface behind servicer is electrically non-conductive(e.g.,wood,fiberglass) Special •Check for adjacent units or building fresh air intakes within 10-ft.of this unit's flue outlet NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. crq.ii 1-2 Packaged Rooftop Builder 1.49a Page 7 of 18 Performance Summary For 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM Part N um ber:48KCEA05A2A3-0A0A0 ARI SEER. 14.00 I Base Unit Dimensions 0 Unit Length. 74.4 in Unit Width. 46.8 in Unit Height. 33.4 in Operating Weight Base Unit Weight. 544 lb Medium Heat. 9 lb Medium Static Option Belt Drive- 10 lb Total Operating Weight. 563 lb Unit Unit Voltage-Phase-Hertz. 208-1-60 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. 58.3 F Evaporator Leaving Air WB• 57.4 F Evaporator Leaving Air Enthalpy. 24.67 BTU/lb Gross Cooling Capacity. 48.73 MBH Gross Sensible Capacity. 37.51 MBH Compressor Power Input. 4.00 kW Coil Bypass Factor 0.146 Heating Performance Heating Airflow. 1600 CFM Entering Air Temp- 70.0 F Leaving Air Temp- 112.5 F Gas Heating Input Capacity. 90.0 MBH Gas Heating Output Capacity. 0.0/73.5 MBH Temperature Rise. 42.5 F AFUE(%). 81.2 Thermal Efficiency(%). 82.0 Supply Fan External Static Pressure. 0.60 in wg Fan RPM• 1119 Fan Power 0.79 BHP NOTE. Selected IFM RPM Range: 770-1175 . Electrical Data Voltage Range. 187-253 .... Compressor#1 RLA. 21.8 Compressor#1 LRA. 117 Outdoor Fan Motor Qty. 1 Outdoor Fan FLA(ea). 1.5 Indoor Fan Motor Type. MED Indoor Fan Motor FLA. 4.9 Combustion Fan Motor FLA(ea). 0.48 Packaged Rooftop Builder 1.49a Page 8 of 18 1 Project: Reitmeier-Scholls Performance Summary For 4T Prepared By: 10/19/2017 12:20PM Power Supply MCA• 34 Power Supply MOCP(Fuse or HACR)• 50 Disconnect Size FLA• Disconnect Size LRA• 32 Electrical Convenience Outlet. 133 None 4 Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 85.9 86.5 90.9 125 Hz 80.0 77.0 84.6 250 Hz 71.6 63.3 79.5 500 Hz 67.7 61.7 77.9 1000 Hz 64.3 61.0 76.5 2000 Hz 58.6 55.0 71.1 4000 Hz 60.1 50.3 66.9 8000 Hz 55.1 42.8 62.5 A-Weighted 71.3 67.1 81.0 Advanced Acoustics 0414 ._.lit .. 144 w 0 . (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 4 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 C 58.5 52.2 47.1 45.5 44.1 38.7 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 Packaged Rooftop Builder 1.49a Page 9 of 18 • /19/2017 Project: Reitmeier Scholls /19/20 M Prepared By: Performance Summary For 4T 10 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 A.HRI '� 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 20 13�JOFWv1\ 1�, .1 2100RPM -1100RPM 15 - , u> 10 , a) ` \ , • w 0 t _700FFtv1 \ J5.00BHP aliBHP 900RP<vi \ ` 2$4BHP \ 1,-1BHP K .; .()OBHP \ , 316Ftv1 : P I I I I I i.,'I r` 1 1..\I i\ I � i i \1 ao CO Q5 10 15 23 25 35 40 Airflaw(CFM-thousands) 3� RPM=1119 BHI'=0.79 MaxnnumRPM=2100 MaximumBHI'=2.90 Note:Please contactapplicationei�gineerirlgfarselectionsoutsidethesl>ade+3region SC-SystemCu veRP-RatedPoint Page 10 of 18 Packaged Rooftop Builder 1.49a , . Unit Feature Sheet for 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM 4 ,....„.„ rt. ....„.....„ ( Carer (11) WeatherMaker — 48KC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS-14 SEER 3,4,5 TONS STANDARD FEATURES INCLUDE: •Puron(R-410A)HFC refrigerant . , . •Meets and exceeds ASHRAE 90.1 energy efficiency levels •Sorel compressors with internal ine break and overload p rotection ..j *Single-stage cooling capacity control i .!. •SEERS up to 14.0,EERSup to 12.0 . ... ,. •Acutrol*"refrigerant metering system . ' .<.' ....-7;'•!'r.,,:'"'"*"24.1 ; . . • Exclusive non-corrosive composite condensate pan in accordance with .t.' ' ASI-IRAE Standard 62,Moping design,side orcenterdrab 4 .---"i--'-i .. . • Standard cooing operation up to 115*F(4.6'Cit and down to 40*F HiC) -down to 25*F(-4C)with winter start kit. • Pie-painted eictenorpanets and primer-coated interiorpanels tested to 500 hours sett spray protection •Fully insulated cabinet • Exclusive I GC solid-state control for on-board diagnostics with LED error-code designation bumercontrol iogic and energy saving indoor . fan motor delay Low ttOx models that meet Catforn la Air Quality Management 0 i sa_.„:::.., Ptiron • Induced draft gas heat combustion design 8 . ' j t •Redundant gas va Ives wth up to two stages of heating • Low piessure and high pressure switch protected. MAINTENANCE FEATURES: •Access panels vitt)easy grip handles • Innovative easy starting,no-s-trip screws on unit access panels •Two-inch disposable return airftters and Tool-less Etter access door WEATHERMAKER SERIES • Direct Drive-ECM indoorrnotor is standard with optional belt drive systems WeatherMaker 48KC (14-SEER) units are one-piece gas •Terminal board facilitating simple safety cirou it troubleshooting and heating,electric cooling units that are pre-wired and charged simpthed control box arrangement with Puron(R-410)refrigerant. They are factory tested in both •Exclusive lGCsolId-state control for on-board d agnostics-with LED heating and cooling modes,and rated in accordance with AHRI error code designation,bumercontrol logic and energy saving indoor Standards 210/240. WeatherMaker units are designed in fan motor delay. accordance with UL Standard 1995, and listed by the INSTALLATION FEATURES: Underwriters'Laboratories. •Thru-the-bottom powerentrycatiabitty •Single point gas and electric connections • Full perimeter base rat with butt-in rigging adapters and fork slots Approved and certified by: • Field convertible from vertical to horizontal airflow STANDARD WARRANTY: A2,--n CERTIFIED- . • • 10-yearheatexchanger-15-yearstainktss steel option C US 7::'''''''''''''.47*"‘ (2)1 swam*.on tha peavarn Fat taaFaata, • 5-yearcompressor • 1-yeargarts • Many optional upgrades a ISO avatable a,va.....x.krOstro,104 oFauwerk oa In OPTIONS INCLUDE BUT ARE NOT LIMITED TO: From a op,•FFF Y FFO • PrernierLink and RTU Open Multi Protocol DDC Controls • Supply and Return Air Smoke Detectors,high static motors • Louvered oondensercoilguards , . • Disconnect switch and convenience outlet options 111/ Certified to ISO 9001 • Stain less Steel heat exchanger-option• Corrosion resistant coil coating. • High static motor options • Patented Humidl-MiZer5 adaptive dehumidrication system.This option also includes Motonnaster I controls • hinged access panels • Integrated economizersystem.Standard and Ultra Low Leak versions For a complete list of options and accessories referto the Product Data Catalog forthis unit. Packaged Rooftop Builder 1.49a Page 11 of 18 D I W I n I 0 C 3 co m co g 7 A , — c m DOWN 90° R.035 — F A n O O O O 3 D D D D 2 J O 41V v V S - 'd n PC N a .O Cr) V \O Co N) A y 4 _ UP 90°R.035 _ A C P u. C CJ —1 UP 78° R.035 D CD) _ _ 0> 0> 0> On 0 ' D 0 Z v N) 0 0 0 0 0 —1 N = m N M DO C A A O 0 �\ \ O O / s\ \ \ N) Co 0 \ \ O O \ \ 0 v\ \. \\ \, 0 i O 0 / t, � N i \ — 0406-0101 — (4) KC597EMH PER KIT • MicroMeti Corporation MATERIAL DRAWN BY REV ECO DESCRIPTION DATE CHG APPR Indianapolis,IN.:(800)662-4822--Sparks,665(800)884-4662 16-GA NB Longview,TX(9031248-4800 PART NUMBER SIZE WEIGHT(Ib) DESIGNED BY KC597EMH A N/A NB THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE (DO NOT SCALE DRAWING) TOLERANCES ARE: PART DESCRIPTION SHEET CHECKED By PROPERTY OF MICROMETL CORPORATION.ANY REPRODUCTION UNLESS OTHERWISE IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF SPECIFIED ±1/32', ±0.031", ±2° 2013 KD HOLD DOWN 1 OF 1 IR MICROMETL CORPORATION.IS PROHIBITED. DIMENSIONS ARE IN INCHES D ' w I n I 0 REVA-1 4110,1 I A S U B M I T T A L MicroMetl500TC 04 50TC A07,50TC50TC 07,50KCQ A04-50KC 8B04A 04-481C A07,48TC C B07, Part Number: Q A05 - I 50KCQ A06 0537-014A-00010 FORM NO. 1174-1D 2/12/2015 Submitted To: Company: Job Name: Notes: Opening for thru the bottom electrical 1 3/4"Alt.drain hole Knockdown Curbs connections 32 1/16" ' /...414p ` Blocked top Full Perimeter .♦ corners NOTES: ' Rettitn • *Custom Heights Are Available. • *Fully Insulated Perimeter Curbs Are Available And 201/a" IA 1 7/ _ Designated With A"CI"Suffix. Supply air o • *Hold Down Brackets Are Available For Most Curbs. • Attach Ductwork Directly To Roof Curb.Flanges Of Duct 67 3/8" Rest On Top Of Curb. 1 3/4"--�j �-- i • Any Posted Weight Is Actual Weight,Not Shipping Weight I 37 3/16" • All Dividers&Supports If Present,Are Flush With Top Of 1 Curb Unless Noted. A *Please Contact Factory For Pricing and Availability 4___ FEATURES: CROSS SECTION OF CURB • Ships Knockdown,Assembly Hardware Provided When 2 Needed. • Deck Pans When Factory Provided,Are Factory Insulated. • Constructed Of Galvanized Steel. 0537 Series Roofcurb Specifications(in inches) • Gasketing Package Provided. • Full Perimeter Wood Nailer Provided. MicroMetl Part No. Carrier Part No. A Weight 0537-008A-00010 8" 71 lbs 0537-011A-00010 11" 82 lbs I0537-014A-00010 CRRFCURB001A02 14" 94 lbs I 0537-018A-00010 18" CLI-20 0537-024A-00010 CRRFCURB002A02 24" 131 lbs THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana — 1-800-662-4822, Sparks Nevada— 1-800-884-4662, Longview Texas— 1-903-248-4800 �A MicroUet, 48TC A04-48TC A07, 48TC B04-48TC B07, 50TC A04- Part Number: ) u B M ' T T A L 5OTC A07, 5OTC B04 - 5OTC B070 0723-0100-00910 FORM NO. 1877-1D I 7/31/2014 Submitted To: Cover panel is not used in horizontal application. Company: Job Name: 1115/16" Notes: 0 ° ° Manual Air Hood Screen section to be 0 ° snipped-out when used in NOTES4 horizontal application. • CFM is Dependent Upon Duct Static Pressure,Air Velocity, 0 pQ[i Duct Size and Damper Position. • Please Add The Suffix"FL"To Part Number For Water26 13/16" �000 ° \ Entrainment Filters,Call Factory For Details&Cost. ° �c: .. Note: Hood is 0 ° shipped unattached to . t \ • Wien Used In A Horizontal Application,Hood Must Be ° cover panel. Secured Over A Field Cut Opening In The Side of A Field \ Supplied Return Air Duct. . \ FEATURES y • Hood Is Completely Factory Assembled And Painted kz • Includes Sealing Gasket and Installation Hardware • Internal mManually SPredemned Positions.nteaDaSomeper(If is FurtherauNotedetTo ar Illustrated)teriProvide An Adjustable Hand Quadrant Allowing Precision DOWN DISCHARGE HORIZONTAL APPLICATION Positioning. APPLICATION Pli • Can Be Used In Vertical,or Horizontal Applications. til.. 01 :.>----...1_„,,,4 • 00 „_•4441 0 Halo TS WILL NOT E ED OR USED WITHOUT S WRITTEN CONSENT THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT aHdaEcoN 1-800-884B-4662,NSLOngVieW TexasoM 1-903-248-4800 ' MicroMetl Corporation... Indianapolis Indiana — 1-800-662 4822, Sparks Nevada r mop v. Carrcer RECEIVED OCT 2 4 2017 CITY OF T ICARD BUILDING DIVISION SUBMITTAL Project Reitmeier - Scholls Date Thursday, October 19, 2017 4 • Table Of Contents Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM 4T 3 Unit Report 4 Certified Drawing 5 Performance Summary 8 Unit Feature Sheet 11 2T 12 Unit Report 13 Certified Drawing 14 Performance Summary 15 Unit Feature Sheet 18 Packaged Rooftop Builder 1.49a Page 2 of 18 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM 1 4 4T Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.49a Page 3 of 18 Unit Report For 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM Unit Parameters Dimensions(ft.in.)&Weight(lb.) Unit Model. 48KCEA05A2A3-0A0A0 Unit Length- 6'2.375" Unit Size. 05(4 Tons) Unit Width. 3'10.75" Volts-Phase-Hertz. 208-1-60 Unit Height 2'9.375" Heating Type. Gas *** Total Operating Weight 563 lb Duct Cfg• Vertical Supply/Vertical Return Medium Heat *** Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are Single Stage Compressor Models provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Return Air Filter Type• Throwaway Return Air Filter Quantity. 2 Return Air Filter Size. 16 x 25 x 2 Unit Configuration Medium Static Option Belt Drive Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48KCEA05A2A3-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option Belt Drive None 11 Packaged Rooftop Builder 1.49a Page 4 of 18 WOO. N W lr\ M Certified Drawing for 4T . Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM NOTES' UNITED P.O.000 1808 TRIS MUNDNT IS TRE PROPERTY Of CARRIER CORPORATION AMO IS DELIVERED UPON TRE(000108 00 011100 1401 1HE $00(8NOT Of'NESE101(RAVINGS 00 OR DOCUMENTS 06 TECHNOLOGIES 6YRACUSL,RY DOES NOi C10pTITUTf PART 1110ORYANCE OR 1. DIMENSIONS AR ARE IN INCHES DIMENSIONS CARRIER 13801 00N8ENT5 NRI 181 BE DISCLOSED OA USED g11XIRT CARRIER ACLFPTAXC[OE Cg1T1ACT, IN I I ARE IN MILLIMETERS. UNIT J K (1 PHASE) K (3 PHASE) C0111g1ATI0X'S NRIiRX CMSENi. 48KC 04 33 3/8 I/7/8 14 7/8 2.� CENTER OF GRAVITY 1847] [371] [3771 CONNECTION SIZES 48)/C 05 33 3/8 14 7/8 18 5/8 3,01110,DIRECTION OF AIR FLOW 1847] [3771 [4721 A 1 3/8' 1351 DIA FIELD POWER SUPPLY HOLE 18NC 06 61 3/8 14 7/8 18 5/8 B 2' [501 DIA POWER SUPPLY KNOCKOUT 110511 [377] 1472] C 1 3/4' [511 DIA GAUGE ACCESS PLUG D 7/8" [221 DIA FIELD CONTROL WIRING HOLE 33-3/8 [8481 E 3/4"-14 NPT CONDENSATE DRAIN F 1/2"-14 NPT GAS CONNECTION • - G 2 1/2' [64]DIA POWER SUPPLY KNOCK-OUT 32-I// ECONOMIZER HOOD 16 [818] (OPTIONAL) 16061 1 . il THRU-THE-BASE CHANT FILTER ACCESS PANEL THESE HOLES REQUIRED FOR USE CONDENSER (TOOL-LESS] ACCESS CO 4 7CRBTMPWRO01A01, 003A01 I — PANEL I COIL .. .. '-411 I THREADED WIRE REO'D HOLE INDOOR COIL '. - + CONDUIT SIZE USE SIZES(MAS.) ACCESS PANEL W 1/2" ACC. 7/8' [22.2] ////����// \\ 25-5/8 10-7/8 ♦ K 1/2" 240 7/8'[22.21 11 I __ IIII k---- RETURN I AIR [2777 RETURN Y +• 3/4' 1001,003) POWER 1 1/8' [28.41 r t.i.__i-����li]£II 44 1U 1`\ „ AIR Z+3 (003)1/2• FPT GAS 1 3/16' 130.01 [11171 111\11,01\1\%,,z2/1). �� � C) • i FOR "THRU-THE-BASEPAN'FACTORY OPTION, ANDLE 2-5/8- ��� ��� _____ — FITTINGS FOR ONLY Al,, 6 Z ARE PROVIDED BACK- 161] • E ALT.-" x SELECT EITHER 3/4'OR 1/2' TIP •W CONDENSATE - 11-3/4 ' i FOR POWER, DEPENDING ON WIRE SIZE CURB -K DRAIN OPENING 1451] 41P. N 10011 PROVIDES 3/1' FPT TNRU CURB WIDTH Y IN BASEPAN 29-3/8 + SUPPLY . 26-1/2 17471 SUPPLY FLANGE 8 FITTING. 18-1/8 ' AIR [673] AIR [4591 16-1/8 14-f// 12-1/1 - - 14111 13637 [312] SEE THRU THE 6-1// I + `I I+ 1 BASE CHART •. I57� • i ' 3-3/8 12-1/8 [851 25 LUE [3071 [636] [1001 HOOD 18-1/2 K TOP INTO] 10-1/2 1-1/4 1110] [118] [2651 [32] ELECTRICAL •I 1=1-- _ ; LOCATINECT , rima CT CONDENSER =— • Il CONTROL ANE • INDOOR BLOWER E SAT I I ILTER COIL ACCESS PANEL ACCESS CONDENSATE DRAIN j 25-1/8 -----'!--...--11.---- -_ OPTIONAL { J •• -- I [6381 I OUTSIDE _ I 16-3/4 RETURN AIR FACTORY Em------ OPTIONAL Ill 14271 AIR , �- 19-1/2 1'-.---.._.--_ 11-3/8 SUPPLY AIA I u INSTALLED FACTORY = F yF, HANDLE LONVENTENCE I �i 1484] INSTALLED .W."" - 4__ 1289] I I A e L I OUTLET —_= DISCONNECT — — _ 21-i/1 6-5/8 N -'O 1---� [539] • 6-1/8 — _! "55.:01 [168] .loo �, QQ 1155] 3-3/4 HANDLE 11-3/8 --6-5/8 7 6 195] 46-3/4 30-1/B [2131 1169] [177] [152] 111871 [764] 26-7/8 74-3/8 [6821 BAROMETRIC [18881 31-1/4 RELIEF (7931 FLOW SUPPLY RETURN LEFT FRONT AIR ♦ ♦AIR RIGHT SHEET DAR 100180EDES 48KC 04-06 SINGLE ZONE ELECTRICAL REN 10F2 09-16-14 - COOLING WITH GAS HEAT 48KC000281 _ Packaged Rooftop Builder 1.49a Page 5 of 18 Certified Drawing for 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM .a BAt'UNITED P.O.BOI 4105 1X10 DOCLRNENT IS THE PROPERTY OF CARRIER CORPORATION SRBNioI10N or lasso DRANIN65 00 DOCUNENIS STD. UNIT CORNER CORNER COAXER CORNER �J a TECHNOLOGIES SYRACUSE,NY AND IS DELIVERED UPON TRE EIPREBS COROITION THAT THE DOES NOT CONSTITUTE PART PERFORMANCE OH UNIT WEIGHT WEIGHT(A) WEIGHT(B) WEIGHT IC) WEIGHT ID) C.G. HEIGHT -+IY�CARRIER +3221 CORPORATION'S:t11FNDCONSENTD ql H El RITRO CRRRIER ACCEPTANCE OP CONTRACT. LBS. KG. LBS. KG. LBS. AG. LBS. KG. LBS. KG. R Y Z 48KC 04 490 222 120 54 111 50 125 56 135 61 35 3/4[908] 24 3/4[628] 18 7/8[479] 48KC 05 544 246 130 58 126 57 142 64 146 66 36 3/4[9331 24 3/4[628] 18 7/8 14191 48KC 06 597 270 141 64 156 70 158 71 142 64 39 1/8[993] 23 1/2[597] 20 1/8[511] N STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. CORNER A CORNER 8 N _ - ,, 0 11111111111,V111 h,,�\ .-1i11 . O 4 - _, CORNER D P CORNER C z TOP • • • 00 .i. I I I: : 00 FRONT SHEET DATE AOPERCEDES 48KC 04-06 SINGLE ZONE ELECTRICAL REV 2OF2 09-16-14 - COOLING WITH GAS HEAT 48KC000281 _ , Packaged Rooftop Builder 1.49a Page 6 of 18 r4104 , t Or w► ,parr , Ir i% •Mr Certified Drawing for 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM Service Clearance -..".' j, I ,,, 1.;,„ , 40000, 008337 LOCATION DIMENSION CONDITION 48-in(1219 mm) •Unit disconnect is mounted on panel A 18-in(457 mm) •No disconnect,convenience outlet option •Recommended serviceciearance 12-in(305 mm) •Minimum clearance 42-In(1067 mm) •Surface behind servicer is grounded(e.g.,metal,masonry wail} B 36-in(914 mm) •Surface behind servicer is electrically non-conductive(e.g.,wood,fiberglass) Special •C heck for sources of flue products within 10-ft.of unit fresh air Intake hood C 36-in(914 mm) •Side condensate drain is used 18-In(457 mm) •Minimum clearance 48-in(1219 mm) •No flue discharge accessory installed,surface is combustible material 42-in(1067 mm) •Surface behind servicer is grounded(e.g.,metal,masonry wall,another unit) O 36-in(914 mm) •Surface behind servicer is electrically non-conductive(e.g.,wood,fiberglass) Special •Check for adjacent units or building fresh air intakes within 10-ft.of this unit's flue outlet NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. ch.s•a s-z Packaged Rooftop Builder 1.49a Page 7 of 18 • Performance Summary For 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM Part Number:48KCEA05A2A3-0A0A0 ARI SEER• 14.00 Base Unit Dimensions Unit Length• 74.4 in Unit Width:__ 46.8 in Unit Height 33.4 in Operating Weight Base Unit Weight 544 lb Medium Heat 9 lb Medium Static Option Belt Drive. 10 lb Total Operating Weight 563 lb Unit Unit Voltage-Phase-Hertz. 208-1-60 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• 58.3 F Evaporator Leaving Air WB• 57.4 F Evaporator Leaving Air Enthalpy 24.67 BTU/lb Gross Cooling Capacity 48.73 MBH Gross Sensible Capacity 37.51 MBH Compressor Power Input 4.00 kW Coil Bypass Factor. 0.146 Heating Performance Heating Airflow. 1600 CFM Entering Air Temp: 70.0 F Leaving Air Temp• 112.5 F Gas Heating Input Capacity 90.0 MBH Gas Heating Output Capacity 0.0/73.5 MBH Temperature Rise• 42.5 F AFUE(%): 81.2 Thermal Efficiency(%)• 82.0 Supply Fan External Static Pressure- 0.60 in wg Fan RPM• 1119 Fan Power. 0.79 BHP NOTE• Selected IFM RPM Range:770-1175 Electrical Data Voltage Range. 187-253 Compressor#1 RLA• 21.8 Compressor#1 LRA• 117 Outdoor Fan Motor Qty 1 Outdoor Fan FLA(ea)• 1.5 Indoor Fan Motor Type• MED Indoor Fan Motor FLA: 4.9 Combustion Fan Motor FLA(ea)• 0.48 Packaged Rooftop Builder 1.49a Page 8 of 18 • Performance Summary For 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM Power Supply MCA• 34 Power Supply MOCP(Fuse or HACR)• 50 Disconnect Size FLA• 32 Disconnect Size LRA: 133 4 Electrical Convenience Outlet None i Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 85.9 86.5 90.9 125 Hz 80.0 77.0 84.6 250 Hz 71.6 63.3 79.5 500 Hz 67.7 61.7 77.9 1000 Hz 64.3 61.0 76.5 2000 Hz 58.6 55.0 71.1 4000 Hz 60.1 50.3 66.9 8000 Hz 55.1 42.8 62.5 A-Weighted 71.3 67.1 81.0 Advanced Acoustics • i Q tik Nk %4 0 ty77-..._ _,_ t.kik 0 kik1 40 SI0 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 C 58.5 52.2 47.1 45.5 44.1 38.7 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 Packaged Rooftop Builder 1.49a Page 9 of 18 Performance Summary For 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM 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 A.HRI • 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 13 OFFM 1 L 1 \\:?,..",''','noon A 210oRPM 1.11-,- ', 1100FiPM 1' r 1 \ 7 A,, 0 15 ; 4' 3 _ \� .- x � gyp. a1D co , () - W \ ? \ 5.00BHP 05 k aiIBHP \ �2.IIBHP - '. \ 1.'0BHP \ :* .60BHP 300ri M 14,11: - P I I 1 1 1 i C .•€ '111- 1 1 I� 1 X 1 1 I\ I ii in Ili CO 05 10 15 20 25 3) 35 4) Aird o,(CFM-$1ousands) RPM=1119BHP=0.79Maxirn unRPM=2100MaximumBHP=2.90 Note:Please contactapplicationengineeringforselectionsoutsidethe shadedregion. SC-SystemCurveRP-RatedPoint I Packaged Rooftop Builder 1.49a Page 10 of 18 ® Unit Feature Sheet for 4T Project: Reitmeier-Scholls 10/19/2017 Prepared By: 12:20PM Carrier (;) WeatherMaker — 4 8 K C PACKAGED ROOFTOP GAS HEATINGIELECTRIC COOLING UNITS-14 SEER 3,4,5 TONS STANDARD FEATURES INCLUDE: r • Puron{R-410A)HFC refrigerant •Meets and exceeds ASHRAE 90.1 energyefficiencylevels 7:.::::,1;:,,,.. .1,5::.".,,,,,,_._f:.: 1'. . f ✓ { •Scroll compressors with internal line break and overload protection fm. .. •Single-stage cooling capacity control ' L •SEERS tip to14.0,EER'Supto12.0 ' ., •Acutrol^'refrigerant metering system t Vis.., i{ • Exclusive non-oonosivecomposite condensate pen ina�rdanoewith ASHRAE Standard 62,doping design,side orcenterdre n • Standard cooling operation up to 115'F(46'C)and down to 40*F(4'C) `" -down to 25'F(-4'C)with winter start kit. -' :-iii. • Pre-painted exteriorpanets and primer-coated interrorpenetstested to 500 hours salt spray protection • Fuey insulated cabinet • Exdusnre IOC solid-state control for on-board diagnostics with LED error code designation bumeroontroilogic and energy saving indoor fan motor delay • Low Ni models that meet California Air Quality Management Pluton • Induced draft gas heat combustion design BQM1! - •Redundant gas valves wthuptotwo stages ofheating .v.., ...x • Low pressure and high pressure switch protected. MAINTENANCE FEATURES: •Access panels with easy grip handles • Innovative easystarting,no-stip screws on unit amass panels •Two-inch disposable return a'rrfilters and Toot-less filter access door WEATHERMAKER SERIES • Direct Drive—ECM indoorrnotorisstandard with optional belt drive systeWeatherMaker 48KC (14-SEER) units are one-piece gas e Temmmsboard facilitating simple safety circuit troubleshooting arid heating,electric cooling units that are pre-wired and charged simplified control box arrangement with Puron(R-410)refrigerant. They are factory tested in both •Exclusive IGCsolid-state control for on-board diagnostics with LED heating and cooling modes,and rated in accordance with AHRI error code designation,b u mer control logic an d energy saving indoor Standards 210/240. WeatherMaker units are designed in fan motor delay. accordance with UL Standard 1995, and listed by the INSTALLATION FEATURES: Underwriter?Laboratories, •Thru-the-bottom powerentry capability •Single point gas and electric connections Fut perimeter base rag with bunt-in rigging adapters and font slots Approved and certified by: •Field convertible from vertical to hortzontelairfaw °$`uinCERTIFIE©. STANDARD WARRANTY: .-•"--•.-. • 10-yearheatexchanger-15-yearstamtesssteel option Ule OC i • 5 yearcompressor rx"'''''"h'""''''''''"'''' xn irD • 1-yearparts USaxr�n, � • Many optional upgrades also available WV.,w.. a • ." OPTIONS INCLUDE BUT ARE NOT LUTED TO: «w. a PremierLink and RTU Open Multi Protocol DDC Controls + • Supply and Return Air Smoke Detectors,high static motors • Louvered condenserroilguerds • Disconnect switch and convenienoe outlet options e Stainless Steel heat exchanger option • Corrosion resistant coil coating. Certified to ISO • High static motor options • Patented HurntdiMDara adapttre dehurnnifroation system.This option also includesMotormaster I controls • Hinged access panels • Integrated economisersystem.Standard a rid Ultra Low Leak versions For a complete list of options and accessories referto the Product Data Catalog for this unit. Packaged RooftopBuilder 1.49a Page 11 of 18 9 J D I co I n I 0 n • 3 • s OD rg, 00 ';'-i. 4s. 1 n m a DOWN 90° R.035 3 O O O O D ➢ D D °z N O O . V 1 H N D co Z W V Xii O v Lt: j 1 C w UP 90° R.035 - - 0 s a a, 4-1_61 -i UP 78° R.035 D > _ - 0 DD D D 0 0 0 O 0 c 1 D og z q Lul0, -< V 0,O O 9 0 «, w co N I m c A A O 0 / , O O / ,\ \\ \ W 0 W \ \ O O 0 \\ O O / / LN s0\ 1 _ 0406-0101 — (4) KC597EMH PER KIT • AA MicroMetl Corporation MATERIAL DRAWN BY REV ECO DESCRIPTION DATE CHG APPR Indianapolis,IN.:(800)662-4822—Sparks,NV.(800)884-4662 16-GA NB Longview,TX.(903)248-4800 PART NUMBER SIZE WEIGHT(Po) DESIGNED BY KC597EMH A N/A NB THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE (DO NOT SCALE DRAWING) TOLERANCES ARE PART DESCRIPTION SHEET CHECKED BY' PROPERTY OF MICROMETL CORPORATION.ANY REPRODUCTION UNLESS OTHERWISE IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF SPECIFIED ±1/ 32", ±0.031", ±2° 2013 KD HOLD DOWN 1 OF 1 IR MICROMETL CORPORATION.IS PROHIBITED. DIMENSIONS ARE IN INCHES —� > I w I0 I0 REV A-1 - . r .0 'FY 4 S U B M I T T A L 50TCQ A04-50TCQ A07,48TC A04-48TC A07,48TC B04-48TC B07, Part Number: . M�Cr�Met) 50TC A04-50TC A07,50TC B04-50TC B07,50KCQ A04-50KCQ A05- 50KCQ A06 0537-014A-00010 FORM NO. 1174-1D I 2/12/2015 Submitted To: Company: Job Name: Notes: Opening for thru1 3/4"Alt.drain hole the bottom electrical connections Blocked top Knockdown Curbs ilrii 321/16" corners Full Perimeter NOTES: \ RetUr aa; \r 2 01/ • *Custom Heights Are Available. 1 7/ ' • *Fully Insulated Perimeter Curbs Are Available And r Supply air N. + Designated With A"CI Suffix. • *Hold Down Brackets Are Available For Most Curbs. a 7 3/8" • Attach Ductwork Directly To Roof Curb.Flanges Of Duct 1 3/4"—ill 37 3/16" Rest On Top Of Curb. • Any Posted Weight Is Actual Weight,Not Shipping Weight r a 1" • All Dividers&Supports If Present,Are Flush With Top Of -t— r�� Curb Unless Noted. eta A *Please Contact Factory For Pricing and Availability CROSS SECTION FEATURES: OF CURB • Ships Knockdown,Assembly Hardware Provided When Needed. • Deck Pans When Factory Provided,Are Factory Insulated. • Constructed Of Galvanized Steel. 0537 Series Roofcurb Specifications(in itches) • Gasketing Package Provided. MicroMetl Part No. Carrier Part No. A Weight • Full Perimeter Wood Nailer Provided. 0537-008A-00010 8" 71 lbs 0537-011A-00010 11" 82 lbs 0537-014A-00010 CRRFCURBOO1 A02 14" 94 lbs 0537-018A-00010 18" 0537-024A-00010 CRRFCURBOO2A02 24" 131 lbs CO-20 THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana — 1-800-662-4822, Sparks Nevada— 1-800-884-4662, Longview Texas— 1-903-248-4800 -48TC A0 48TC B048TC SUBMITTAL 4 MicroMetl 48TC A04 OTC A077�OTC B044 50TC B070 OTC A04- Part 0723-0100-00910 FORM NO. 1877-1D I 7/31/2014 Submitted To: Cover panel is not used in Company: horizontal application. Job Name: Notes: 15/16" ° ° Manual Air Hood ° Screen section to be NOTES ° ° snipped-out when used in 0 _ horizontal application. • CFM is Dependent Upon Duct Static Pressure,Air Velocity, °0 Q 0 Duct Size and Damper Position. p O 0 • Please Add The Suffix"FL"To Part Number For Water . OQ1151 \ 1 Entrainment Filters,Call Factory For Details&Cost. 2613/16" 1 1 ° • When Used In A Horizontal Application,Hood Must Be Note: Hood is shipped unattached to Secured Over A Field Cut Opening In The Side of A Field Supplied Return Air Duct. ° cover panel. FEATURES ° • Hood Is Completely Factory Assembled And Painted • Includes Sealing Gasket and Installation Hardware • Internal Damper is Manually Set To Predetermined Positions.Some(If Further Noted or Illustrated)Provide An Adjustable Hand Quadrant Allowing Precision DOWN DISCHARGE HORIZONTAL APPLICATION Positioning- APPLICATION • Can Be Used In Vertical,or Horizontal Applications. 0101111 011011 kill__ eill! --. 4pir's.---,:::::'-'--•_..11.• II 0 „JO HD-1D I\/ r THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana — 1-800-662-4822, Sparks Nevada — 1-800-884-4662, Longview Texas — 1-903-248-4800 ... MOP M.'