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Plans N. COPYRIGHT CARLETON KART ARCHITECTURE.D0 NOT REPRODUCE WITHOUT PERMISSION I'i Y CITY OF TIGARD RECEIVED REVIEWED POR CO COMPLIANCE Approved: [ j MAR 16 2016 OTC: [ CITY OF TIGARD Permit #: LC t 22p(;(::,- CeI BUILDING DIVISION ��' Address: (� S i 1 REFRIGERANT PIPING Suite #• aSHALL NOT BE INSTALLED IN A By: 4 Date: `�f,,Itc:, MEANS OF EGRESS,AND SHALL COMPLY WITH OMSC 1107.2.2 QFFICE COPY FOR PENETRATIONS O m i .m ` ' e -Imm oz- mmz M », o v N. C = I __ 73 � . t I I I SW HALL BLVD. «� „ z 0 MI IF 1 ix q....14 t 1� cb� �� an SITE PLAN PLAID PANTRY #019 Al .01 CARLETON HART ARCHITECTURE P.C. cox x.c xxcx .cl.o.xo ..�oo.i.ioo c.��oom PROJECT NO: 16010 3/7/2015 COPYRIGHT CARLETON HART ARCHITECTURE-DO NOT REPRODUCE NTTHOUT PERMISSION O 0 O bs Z g 02 • EXISTING 22 1/2"DEEP JOISTS AT:24' O.C. / / --i- m O CD 0 m m v X X x 73 z 0 z 0 m 0 m 73 o x a o x 0 73 mm 0 0m 0 o H 0 H 0 -o 0 c - c -o z C z c 7i z =1 z_ o ccn o m m D D z z • Qo efi it 915 ,P rn alk / = $16 i�� o glip A • 1 . S C] ROOF PLAN PLAID PANTRY#019 A2.01 CARLETON HART ARCHITECTURE P.C. - PROJECT NO: 16010 3-15-2016 EQUILIBRIUM E ENGINEERS March 14, 2016 Corey Morris Carleton Hart Architecture PC 830 SW 10th Ave#200 Portland, OR 97205 RE: Plaid Pantry#19 Rooftop Equipment 15995 SW Hall Blvd Tigard, OR 97224 EE LLC Job No. 16055 Dear Corey: Attached please find the structural engineering calculation set(pgs. Cl-C17)which verifies the structural adequacy of the connection of the new rooftop equipment at the subject project address in Tigard, OR as shown on the attached Structural Drawings SK-1 and SK-2. Design is based on the provisions of the 2012 International Building Code,the Oregon Structural Specialty Code and rooftop equipment specifications provided by you. Please call if you have any questions. Sincerely, 'RU C T UR4 'SO PRO Peter Kahn, P.E.,LEED Green Assoc. , INE O Project Manager ,Air.4 e f+' ��� Enclosures '0 OREGON / 111 j 22 90,1%�� . QUE.SE� EXPIRES 12/31/2016 16325 Boones Ferry Road, Suite 202• Lake Oswego, Oregon 97035 Phone 503.636.8388 ■ Cell 503.803.8576 • Email peter@equilibriumllc.com Project } ( 141 EQUILIBRIUM By _re_ Sheet # Location (Date Ti C-,,k _t t O� E3 (`1//6 Client Revised Job # CA 2c.CTt G-f T— ENGINEERSJ Date I(>bSC F(20 i -� � 5�/Mcvt/ SNS i l�`(, '� w ceCx2f--T-oP (.),t) ty_' 627-v< o&-) ►ick) �y�tS i t/l l t� 1- To(Ly c - , es k4 ti Ce_tTo2�& = lo ek 2L,k- uSc._ 20 C L l6C_1 c&E Lok A-P ATeR 'SitC `u-{A16\ Iv G��LAt,Jcv Sv Ttoit, 1 (cD ' 64,00) R a c> 1' ��� • C2 Project EQUILIBRIUM By Sheet # Location Date 3/itf 116 C� Client E3 Revised Job # ENGINEERS Date GoSs - ` 7 (Milo b o- LDT 63 6o `-ET • 31.2 Z,TV - MvlbZL. �STo3oi\et6C-- wet = ��o�` 01\51-FA .2S NEk61Et-T F 1-42-c)S6S AP 2H " D.c.‘ bF pTV S i+-b&)N #c \c kt w� i it • Qru Z TY� J gosm, vnocikv, I 'ivb1 -� � � t-,) s� FRc�yP CAJor .1)0 (P. 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Title Block Line 6 Pdnled:8 MAR 2016,4:17PM General Beam Anal SIS' File=q:12016Projects116055 PP 109 Roof Equip\16055 pp 109.ec6 y ENERCALC,INC.1983-2016,Build:6.16.2.18,Ven6.16.2.18 Lic.#:KW-06008381 Licensee: EQUILIBRIUM ENGINEERS LLC Description: Existing Condition General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 40.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in"4 010 044,5(0 05) Span==40.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.020, S=0.0250 ksf, Tributary Width=2.0 ft DESIGN SUMMARY Maximum Bending= 18.000 k-ft Maximum Shear= 1.80 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 20.000ft 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 1.001 in 479 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 1.802 in 266 Max Upward Total Deflection 0.000 in 0 Title Block Line 1 Project Title: CA— using You can change this area Engineer: Project ID: CA using the'Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:8 MAR 2016,4:18PM General Beam Analysis File=q:12016 Projects116055 PP 109 Roof Equip116055 pp 109.ec6 y ENERCALC,INC.1983-2016,Build:6.16.2.18,Ver:6.16.2.18 Lic.#:KW-06008381 Licensee:EQUILIBRIUM ENGINEERS LLC Description: New RC1 Condition Genera'Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 40.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 D(0,185)+ D(0 0 S(0.05) i + Spann 40.0 ft —2 II Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.020, S=0.0250 ksf, Tributary Width=2.0 ft Point Load: D=0.1850k9.0 ft DESIGN SUMMARY Maximum Bending= 18.842 k-ft Maximum Shear= 1.943 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 19.600ft 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 1.001 in 479 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 1.895 in 253 Max Upward Total Deflection 0.000 in 0 Title Block Line 1 Project Title: G� You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:8 MAR 2016,418PM General Beam Anal SIS File=q:12016Projects116055 PP 109 Roof Equip\16055 pp 109.ec6 y " ENERCALC,INC.'19832016,Build:6.16.2.18,Ver:6.16.2.18 Lic.#:KW-06008381 Licensee:EQUILIBRIUM ENGINEERS LLC Description: New RC2 Condition General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 40.0 ft Area= 10.0 in"2 Moment of Inertia = 100.0 inA4 D(I 2) + D(0.04)5(0.05) i Span=40.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.020, S=0.0250 ksf, Tributary Width=2.0 ft Point Load: D=0.220 k A 8.0 ft DESIGN SUMMARY Maximum Bending= 18.890 k-ft Maximum Shear= 1.976 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 19.600ft 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 1.001 in 479 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 1.902 in 252 Max Upward Total Deflection 0.000 in 0 Project EQUILIBRIUM By ''v__ Sheet # LocationCol Date yill(ie Client E3 Revised Job # ENGINEERS Date 16 O 55- - t Fee- 2T1)- ( Go 6l61(,-fT - 0,6 (7-3 ' 9'1 Z W iAi P -12-‹7v ez - -J 3-`i iY.aS= A. - • n2.- 1 T1 L A.` tN N roe -(. - 2` ,<:' s E- sty, c-1 c, VE27-I Cd-t., l v/A}, !moi = 212 s esiA`I L P_C.:E: i- e i i l- SeE. Srt G 1 l V ricA-c, - D.2 S 0,2 (o--4-isJ = 0, (`17.; Won/h 121 yN2 362 2 2 - Zb? ZC) t T(36.�S " 0 361.25 I. /;06/ T - Z`U D,fe,a-7- ti.)+ V i'L t e i - '� v : ZE7 SkAl>W(1 T (0.1611)1-1$12. SElsntit C, T '� SNI = -D111{3�yuz��? z - i31-(On'ZS t T(3G.9-c = v131- 4,Kai (PIZ I213�1135 T = - 6Z NEG. -'• No ov ..i vzm io[� l = I-- V SI,Ab►tiA T • „U i✓v 6 LON`I-o(../S Cont NE---c"Iok) SI6,,+ G 1 • 12 ASCE 7-10 Chapter 29, Design Wind Load on Other Structures Wind Speed V= 120 mph Fig. 26.5-1(A,B,C) ASCE 7-10 Exposure= B Sec. 26.7.3 ASCE 7-10 Dist. above grade at the centroid of area Af, z = 15:0 ft Exposure coefficient KZ= 0.57 at height z Tab. 29.3-1 ASCE 7-10 Topography factor Ke= 1.00 Sec. 26.8.2 ASCE 7-10 Directionality factor Kd= 0.85 Tab. 26.6-1 ASCE 7-10 Gust Effect factor G = 0.85 Sec. 26.9.1 ASCE 7-10 Building Width Normal to Wind, B= 60 ft Mean Roof Height, h= 12.0 ft Exposure coefficient Kh= 0.57 at height h "Other Structure" Longest Width, D= 4.3 ft "Other Structure" Height h1= 3.3 ft Vertical Area Normal to Wind,Af= 14.1 ft2 qZ= 0.00256 KZ Kn Kd V2= 17.86 psf Eq. 29.3-1 ASCE 7-10 qh= 0.00256 Kh Kn Kd V2= 17.86 psf Eq. 29.3-1 ASCE 7-10 (GCr)= 1.90 Eq.29.5-2 ASCE 7-10 Fh= 479 i# Eq. 29.5-2 ASCE 7-10 In terms of pressure, p= 33.9 psf ASD Fh= 287 i# ASD = 0.6W Design for Fh=287 lbs. (ASD) Mean roof height<60',therefore vertical wind force must be considered. Building Width Parallel to Wind, L= 49.5 ft Est from photo. "Other Structure" Depth,d= 3.1 ft Horizontal Area Parallel to Wind,Ar ` 13.2 ft Fv= 354 i# Eq. 29.5-3 ASCE 7-10 ASD Fv= 212 ASD= 0.6W Design for Fv= 212 lbs.(ASD) . Cit Th - ASCE 7-10 Chapter 13,Seismic Design Requirements for Nonstructural Components 1p= 1.0 Sec. 13.1.3 ASCE 7-10 AP 1.0 Tab. 13.5-1 or 13.6-1 ASCE 7-10 RP= 2.5 Tab. 13.5-1 or 13.6-1 ASCE 7-10 Sos= 0.715 g Chapter 11 ASCE 7-10 WP= 737 ,# z= 13.0 ft h= 13.0 ft Calculated Fp= 253 # Eqn. 13.3-1 ASCE 7-10 FPmax= 843 # Eqn. 13.3-2 ASCE 7-10 Fpmin= 158 # Eqn. 13.3-3 ASCE 7-10 Fp= 253 !# ASD Fp= 177 # ASD = 0.7E Design for FP= 177 Ib. . (ASD) '_i • Project EQUILIBRIUM By •-c,V, Sheet # Location Date 3(1,11 te, Client E3 Revised Job # ENGINEERS Date 44- 41:t• TOe--- S2.70-2 l),) \61“--T; - 04 u,)1w1 Roevz , (0‘26. ) 1 (2 /?? \/ef-V.71644\ 0.1 0, 10b) 12124s t. 3:9,2-4\ (—E-- (bkit 30, ckh:De-c-vc? /41 1341 0,1141(2:0 264 T - 141 NK•,? 7,40 0 v 10(0 .111 G13 ASCE 7-10 Chapter 29, Design Wind Load on Other Structures Wind Speed V= 120 mph Fig. 26.5-1(A,B,C) ASCE 7-10 Exposure= B Sec. 26.7.3 ASCE 7-10 Dist. above grade at the centroid of area Af, z = 15.0 ft Exposure coefficient KZ= 0.57 i at height z Tab. 29.3-1 ASCE 7-10 Topography factor Kn= 1.00 Sec. 26.8.2 ASCE 7-10 Directionality factor Kd= 0.85 Tab. 26.6-1 ASCE 7-10 Gust Effect factor G = 0.85 Sec. 26.9.1 ASCE 7-10 Building Width Normal to Wind, B= 60 ft Mean Roof Height, h= 12.0 ft Exposure coefficient Kh= 0.57 at height h "Other Structure" Longest Width, D= 3.6 ft "Other Structure" Height h1=` 2.5ft Vertical Area Normal to Wind,Af= 8.9 - ft2 qZ= 0.00256 KZ KZ,Kd V2= 17.86 psf Eq. 29.3-1 ASCE 7-10 qh= 0.00256 Kh Kn Kd V2= 17.86 psf Eq. 29.3-1 ASCE 7-10 (GCr)= 1.90 j Eq. 29.5-2 ASCE 7-10 Fh= 301 1# Eq. 29.5-2 ASCE 7-10 In terms of pressure, p=; 33:9 Ipsf ASD Fh== 181 (# ASD= 0.6W Design for Fh= 181 lbs. (ASDj Mean roof height<60',therefore vertical wind force must be considered. Building Width Parallel to Wind, L= 49.5 ft Est. from photo. "Other Structure" Depth, d= 2,5: ft Horizontal Area Parallel to Wind,At 9.0 ft` Fv= 242 t# Eq. 29.5-3 ASCE 7-10 ASD Fv= 145 ASD=0.6W Design for Fv= 145 lbs. A( SD) c'i ASCE 7-10 Chapter 13,Seismic Design Requirements for Nonstructural Components Ip 1.0 Sec. 13.1.3 ASCE 7-10 Ap 1.0 Tab. 13.5-1 or 13.6-1 ASCE 7-10 Rp 2.5 Tab. 13.5-1 or 13.6-1 ASCE 7-10 SDS= 0.715 g Chapter 11 ASCE 7-10 Wp 440 # z= 13.0 ft h= 13.0 ft Calculated Fp= 151 1# Eqn. 13.3-1 ASCE 7-10 FPmax= 503 1# Eqn. 13.3-2 ASCE 7-10 FPmin= 94 # Eqn. 13.3-3 ASCE 7-10 Fp= 151 1# ASD Fp= 106 1# ASD= 0.7E Design for FP= 106 lbs.(ASDL • Project EQUILIBRIUM By Q Sheet.* Location Date -/14.14 Cit Client E3 Revised Job # ENGINEERS Date Dern((-,fJ (Q./0/0 6--(-TcoA); 6,^)-7-) Sirtu 1-A2 ScGpt_i t'YL CoA-,A/ -e-*,t.-)S Foe_ CTL v = GQk)N ems; Rio To L-N_6> " (. ," -- IA/ (4) I 1.x X .6-ekc ! CaQ-, rli(k,( FRro fl . Pkl.\/love 1 VSA0) *1 to /NT0 (i) (o S tM /' S� 5c - 32 �4 i wN h 10 ►vA. 1--A-c,._ c 3 rst-PAf 0-10 SiA4 eco,U .5t r1k lbs eK„, w pofi - 0 _. 1; , 6, acc2ikcerki Amt1C e-- v • 211 1A.-#7 o v,utue-L- l eQluk) t-tX6 int" 0. 40) L 1/2--1( \l/zit?( )112,-"( t_.,01%)4k 6toct. q C.. OF 712-0% -pg..b (!) t' / li.. CSN 1;:x=- cI'` 1 ` : Back to Table of Contents t3) . Screw and Weld Capacities SSMA Screw Capacities CIG Table Notes 1. Capacities based on AISI S100 Section E4. 6. Pull-out capacity is based on the lesser of pull-out capacity in 2. When connecting materials of different steel thicknesses or sheet closest to screw tip or tension strength of screw. tensile strengths,use the lowest values.Tabulated values 7. Pull-over capacity is based on the lesser of pull-over capacity for assume two sheets of equal thickness are connected. sheet closest to screw header or tension strength of screw. 3. Capacities are based on Allowable Strength Design(ASD)and 8. Values are for pure shear or tension loads. See AISI Section E4.5 include safety factor of 3.0. for combined shear and pull-over. 4. Where multiple fasteners are used,screws are assumed to 9. Screw Shear(Pss),tension(Pts), diameter,and head diameter have a center-to-center spacing of at least 3 times the nominal are from CFSEI Tech Note(F701-12). diameter(d). 10.Screw shear strength is the average value,and tension strength 5. Screws are assumed to have a center-of-screw to edge-of-steel is the lowest value listed in CFSEI Tech Note(F701-12), dimension of at least 1.5 times the nominal diameter(d)of the 11.Higher values for screw strength(Pss, Pts), may be obtained by screw. specifying screws from a specific manufacturer. Allowable Screw Connection Capacity(lbs) 7 ; ''''''4 7lQ 13:77'1;13� 010I�SC a '. .: iii-: 17 ah"k 7 '1 a'Dss 1� !1 (Pea=643 lbs,Pta-4191bs); (Psa=1278lbs,Pts=686 lbs) (Pse-1644lbs,Pta■1158 Iba)(Pas■2330 lbs,Pta s 2325Iba)(Paso 3048 Iba,Pts■3201 Iba) ) �3u .gym q(ftp (Cid 0.138"dia,0.272'Head 0.164"dia,0.272 Head 0.190"dia,0.340"Head 0.216"dia,0.340"Head 0.260"dia,0.409"Head ----E Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pu!'-Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 93 - 33 0.0346- 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318 14391.^ 43 . 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 i6,f 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 it,,2--- 97 0.1017 33 45 214 140 140 426 195 195 548 246 388 777 280 775 1,016 324 936 3 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 , 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for 6. Transverse capacity is loading in perpendicular direction of the fillet welds and E2.5 for flare groove welds. length of the weld. 2. When connecting materials of different steel thicknesses or 7. For flare groove welds,the effective throat of weld is tensile strengths, use the lowest values. conservatively assumed to be less than 2t. 3. Capacities are based on Allowable Strength Design(ASD). 8. For longitudinal fillet welds,a minimum value of EQ E2.4-1, 4. Weld capacities are based on E60 electrodes. For material E2.4-2,and E2.4-4 was used. thinner than 68 mil, 0.030"to 0,035"diameter wire electrodes 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and may provide best results. E2.4-4 was used. 5. Longitudinal capacity is considered to be loading in the direction 10.For longitudinal flare groove welds,a minimum value of of the length of the weld. EQ E2.5-2 and E2,5-3 was used. Allowable Weld Capacity(lbs I in) • sh x',� i 4 .aw,T,. ,`t m t , c tx, ,r r, 1 p ,E r•,., >,r x wacilss. �� Fyt Fu Fillet el s r' __F.10earooveWette Thickness Design 13 .P (Nils) Thickrri Yield T t ;Ikal) (g-sl)I) Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 ' 626 1084 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 -' -' 54 0.0566 50 65 905 1566 985 1202 68 0.0713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1269 -' -' 'Weld capacity for materia/thickness greater than 0.10"requires engineering judgment to determine/eg of welds,WI and W2. I Copyright©2013 by SSMA www.SSMA.com t Project �� EQUILIBRIUM By Sheet # Vtaktb Vo k Location -,fCR2� Date 3/y G eD '.� E3 Client Revised Job # CA21trC a) tk <2 ENGINEERS Date 1605c. — i 1 LneUl� Mi�1. 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Pi-u-2 -LiKCO spite. c''�+�. „ __T dj�� y t ,S _M_e. ��,I fly,\ �1''I ,, 0 f p9 e3- i 1, ' rf '�%} /fir ,, `�4),' , ir-iES.; .11TrirC'e A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LDT0300L6C Stone Mountain,GA 30087 __. 800.537.7775 Discus'' LARKIN www.larkinproducts.com Air-cooled Project: QUOTATION: 20160212074719;0 Item No:1 Location: , Submitted by: Jim Fry Customer: DATE: 2/12/2016 Identity#: ❑x For Record By: Tag: 0 For Approval Date: PHYSICAL&ELECTRICAL DATA RECEIVER CONNECTIONS NET SOUND AMBIENT REFRIGERANT COMPRESSOR CAPACITY ALTITUDE (inches) (90%) WEIGHT DATA TEMP Model No. HP Liquid Suction 11404A/8507 2DF3F16KE 3 1/2 1 1/8 28 737 78 0 95°F POWER SUPPLY COMPRESSOR FAN MOTOR MCAt MOPt Evap.Fan Defrost Heater Volts/Ph/Hz RLA LRA QTY HP FLA Air Elec. Air Elec. Amps Amps "208-230/3/60 14.4 102 1 1/3 2.7 20.6 50 35 50 15 40 tMCA=Minimum Circuit Ampacity fMOP=Maximum Overcurrent Protection I-..-- A —I . . c ® us =_ ---- AIR ii.. = -. . FLOW _='_-_===.---—_ H _ -___ ___ — ISO I ;• FG : o6 I C B I J I K D E L l - DIMENSIONS(inches) A B C D E F G H J Page 1 of 11 A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LDT0300L6C Stone Mountain,GA 30087 800.537.7775 Discus'' LARKIN www.larkinproducts.com Air-cooled Project: QUOTATION: 20160212074719;0 Item No:1 Location: , Submitted by: Jim Fry Customer: DATE: 2/12/2016 Identity#: ❑x For Record By: Tag: 0 For Approval Date: 35.375 2 4.5 36 36.75 4.5 4.875 39.25 7.25 DIMENSIONS(inches) K L MNPRS 37 51.75 CAPACITY(BTUH) 40°F SST 35°F SST 30°F SST 25°F SST 20°F SST 15°F SST 10°F SST 0 0 0 0 0 0 0 CAPACITY(BTUH) 5°F SST 0°F SST -5°F SST -10°F SST -15°F SST -20°F SST -25°F SST 0 31390 28360 25320 22440 19560 17030 CAPACITY(BTUH) -30°F SST -35°F SST -40°F SST 14500 12500 10490 SST=Saturated Suction Temperature STANDARD FEATURES Cabinet&Construction: Compressor: • Painted steel cabinets • Semi-hermetic and Scroll. • Removable grill for access to all serviceable parts • R-22,R-404A/507,and R-407A/407C/R407F available for both medium and low temperature applications • Large electrical panel located out of air stream • Spring mounting with Discus®or Bitzer compressors • Base valve and high&low pressure taps on outside of unit • Discharge line check valve with medium and low temperature Scroll®compressors • Fixed high and adjustable low pressure switches • Discharge line thermostat with medium temperature Scroll® compressors • Sight glass • Liquid injection solenoid valve and capillary tube with low temperature Scroll®compressors • Head pressure valve on all outdoor units • Manual pump-down switch • Sight glass and permanent liquid line filter • Suction and discharge vibration eliminators with Discus®or Bitzer compressors • Vertical receiver with dual isolation valves • Crankcase heater • Piping is pre-bent to eliminate leaks • Service Matemodule for 230 V control circuits to assist in diagnostics and troubleshooting • Sentronic oil failure switch with Discus®compressors Page 2 of 11 • A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LDT0300L6C Stone Mountain,GA 30087 • 800.537.7775 Discus"' www.larkinproducts.com Air-cooled LARKIN Project: QUOTATION: 20160212074719;0 Item No:1 Location: , Submitted by: Jim Fry Customer: DATE: 2/12/2016 Identity#: E1 For Record By: Tag: D For Approval Date: Coil: • Floating Tube"coil design • Completely leak tested in a helium environment • Refrigeration-duty,rifled copper condenser tubing Fan Motors: • Rated for 50 and 60 cycle application • Standard PSC OPTIONS Mounted Options: Defrost Controls:Defrost Kit with 2 Contactors Ship Loose Options: None MINIMUM UNIT CLEARANCES Walls or Obstructions for Horizontal Air Flow Multiple Units with Horizontal Air Flow AIR FLOW AIR FLOW *W= AIR "+f-- wit width MIN. FLOW MRN. W'MIN. W`MIN. Page 3 of 11 • A A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LST030M6C Stone Mountain,GA 30087 i 800.537.7775 Reed Semi-Hermetic LARK.IN www.larkinproducts.com Air-cooled Project: QUOTATION: 20160212074719;0 Item No:2 Location: , Submitted by: Jim Fry Customer: DATE: 2/12/2016 Identity#: © For Record By: Tag: D For Approval Date: PHYSICAL&ELECTRICAL DATA CONNECTIONS RECEIVERNET SOUND AMBIENT REFRIGERANT COMPRESSOR CAPACITY ALTITUDE . (inches) (900) WEIGHT DATA TEMP Model No. HP Liquid Suction R404A/R507 ERF-031E 3 1/2 7/8 20 440 71 0 95°F POWER SUPPLY COMPRESSOR FAN MOTOR MCAt MOPt Evap. Fan Defrost Heater Volts/Ph/Hz RLA LRA QTY HP FLA Air Elec. Air Elec. Amps Amps 208-230/3/60 11.2 82 1 1/3 3.5 20 38 25 40 12 30 tMCA=Minimum Circuit Ampacity tMOP=Maximum Overcurrent Protection r A -1 r B I ' 4 ( -- C (1)US a7101" �IP � ' Ilk MEA Accepted F D 0,===::::==.:- SUCTION }�I IIW::: rr LOUD—�\` '��MC+�nlid�'iww�M'.reA�`ir �' G SUCTION �lerE I `- M �Rf i III rp �—--7.-ifii�_W; v . E J I" Li P t I I- H I R S DIMENSIONS(inches) A B C D E F G H J 30 1/4 42 1/2 29 3/4 2 1/16 2 5/8 4 9/16 2 9/16 23 1/8 43 DIMENSIONS(inches) K L M N P R S Page 6 of 11 A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LST030M6C Stone Mountain,GA 30087 800.537.7775 Reed Semi-Hermetic • LARKIN www.larkinproducts.com Air-cooled Project: QUOTATION: 20160212074719;0 Item No:2 Location: , Submitted by: Jim Fry Customer: DATE: 2/12/2016 Identity#: ❑x For Record By: Tag: 0 For Approval Date: 3 1/4 3 13/16 4 15/16 5 1/4 1 15/16 2 1/4 3 11/16 CAPACITY(BTUH) 40°F SST 35°F SST 30°F SST 25°F SST 20°F SST 15°F SST 10°F SST 0 0 0 29690 27220 24740 22290 CAPACITY(BTUH) 5°F SST 0°F SST -5°F SST -10°F SST -15°F SST -20°F SST -25°F SST 19890 17560 15340 0 0 0 0 r CAPACITY(BTUH) -30°F SST -35°F SST -40°F SST 0 0 0 SST=Saturated Suction Temperature STANDARD FEATURES Cabinet&Construction Compressor • Painted steel cabinets • Hermetic,semi-hermetic and scroll. • Heavy duty steel raised base with 1-1/2"legs • R-404A/507,and R-407A/407C/R407F available for both medium and low temperature applications • Suction service valves for hermetic and scroll compressors • Spring-mounted compressors with vibration eliminators on all 1- located outside the cabinet 1/2 to 6 HP semi-hermetic compressors;1/2 to 1 HP compressors are rigid mounted and have a discharge loop • Semi-hermetic compressor models have a suction valve on the • Discharge service valves compressor and an access fitting on the suction line entering the cabinet • Receiver with fusible plug,liquid shutoff valve and charging port • Bump tested and allowed to cycle off on the high and low pressure control • Large electrical panel • Encapsulated,auto-reset,high and low pressure controls (adjustable low pressure control on low temperature models) • Prefabricated wiring harnesses • Piping is pre-bent to eliminate leaks Fan Motors: • Rated for 50 and 60 cycle application Coil: • Standard PSC or optional Variable Speed EC(VSEC)with Orbus" Controller • Microchannel coil technology(not including 1-1/2 through 3 HP • Fan guards and wiring conduit on indoor models semi-hermetic models but including 29M2 models) • Completely leak tested in a helium environment • Specifically matched fans with motor and coil • Liquid Drier/Sight Glass on 005-025/027-060 L6,ZF Scroll Page 7 of 11 a A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LST030M6C Stone Mountain,GA 30087 800.537.7775 Reed Semi-Hermetic ARKIN www.larkinproducts.com Air-cooled Project: QUOTATION: 20160212074719;0 Item No:2 Location: , Submitted by: Jim Fry Customer: DATE: 2/12/2016 Identity#: ❑x For Record By: Tag: D For Approval Date: OPTIONS Mounted Options: -+ Defrost Controls:Air Defrost Timer IN Liquid Filter Drier:Liquid Drier and Sight Glass Ship Loose Options: None I MINIMUM UNIT CLEARANCES Walk or Obstructions for Horizontal Air Flow Multiple Units with Horizontal Air Flow AIR FLOW AIR FLOW *lova W` W r MIN. _ AIRtin*width FLOW MIN. W MIN. W'MIN. Page 8 of 11