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Specifications 13 .1262l- 0007(D �J �c�K�OFFICE COS KG/% (OcE E EIVED Structural Engineers MAR 2 5 2021 STRUCTURAL CALCULATIONS crn OFTIGARD =3UILDING DIVISION FRED MEYER RETAIL FACILITY STORE 375 Remodel Tigard, Oregon For Western Construction Services March 24, 2021 ALL COMPUTATION AND STRUCTURAL ENGINEERING FOR THIS PROJECT HAVE BEEN PERFORMED BY MYSELF OR UNDER MY DIRECT SUPERVISION. 03/24/2021 RUCTUR4 .��.o PROA- c k .‘GtNFFP s/O 4 PE E ON EXPIRES: 12/31/2021 KRAMER GEHLEN & ASSOCIATES, INC. CONSULTING ENGINEERS 400 Columbia Street, Suite 240 Vancouver, Washington 98660-3413 (360) 693-1621 (503) 289-2661 www.kramer-qehlen.com Project Summary: Title: Fred Meyer 375 Tigard Pickup Expansion Site Address: 11565 SW Pacific Hwy, Tigard, OR 97223 KGA Project No: 21051-00 Client: Western Construction Services Design Criteria: 2018 International Building Code (IBC) w/ 2019 Oregon Structural Specialty Code Seismic: Sd5=0.696 g (per USGS Design Maps) Design per ASCE 7-16 Description: The enclosed calculations are for: • The addition of a new rooftop unit; • Cut out for a new door opening in an existing interior wall; • The anchorage design for multiple gondola fixtures; and • The anchorage design for multiple refrigerated cases. Table of Contents: Rooftop Unit RF-1 Wall Opening WO-1 Gondola Anchorage G-1 Case Anchorage C-1 KEIA FM 375 Tigard Pickup Expansion Project Description Structural Engineers Western Construction Services KRAMER GENLEN CONSULTING ENGINEERS-400 0 C LU a A ST. SUITE 24 STRUCTURAL/CIVIL 03 23 21 CNB ASSOCIATES 21051-00 / a1,,g . Cirr7iP„j 4-11 S-1-.. % el er- li>?e tJJje r ( J re, 1 I 4, 1,1 c� a goir''S !�'C 5L"� - 1'Yi� '2 0 * rr / U�7rT ti.J / .j r RI'Sig are r\..3 l " leer er W L" i�St ci.0 . etli,6 t•Y 3q - Siie Vi sr41 076454,4" 1v-:5 `-c,,%g/I )3 y 7--z.S (>s, 2Y---i61f - (2�7 /P 3� t2/LJ= 5.c65" 9 cit7 ,,. vex L ri,,,„ = (257f '3 9, li 2 f i6 9�` 9. 92 k-F7 1\\.)c--41.) 1--Peitivli ; ___.... ,--f IrV nLatrGHrtS /`/tom x_= 5 , 2- k 4- '-----2,,c 5, = /,` t 2°mSe- cz Z o J .q . ' . -7 4 f. ii(Groc pRoJEcT ,/,,, claip CLIENT 1 Le-45 Structural Engineers DATE DESIIGN� / KRAMER 400 Columbia St. 360/693-1621 - % DESIGN 7 ; G EHLEN Suite 240 503/289-2661 Vancouverite240 , WA Fax 360/696-1572 PROJECT NO SHEET ASSOCIATES 98660-3413 www.kramer-gehlen.com ` j'' l f� 61 — • General Beam Analysis Lic.#: KW-06011774 Licensee: KRAMER GEHLEN&ASSOCIATES Description: New Joist Loading General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 39.420 ft Area= 10.0 in^2 Moment of Inertia = 100.0 in^4 D(O.I068)(0.063) X e ! D(0.096)oS(0.161) Span=39.420 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0960, S=0.1610 k/ft, Tributary Width=1.0 ft Point Load: D=0.0630 k @ 10.0 ft,(RTU) Point Load: D=0.0630 k @ 12.0 ft,(RTU) DESIGN SUMMARY Maximum Bending= 50.615 k-ft Maximum Shear= 5.156 k Load Combination +D+S+H Load Combination +D+S+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 19.513ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 3.040 in 155 Max Upward Transient Deflection 0.048 in 9801 Max Downward Total Deflection 4.926 in 96 Max Upward Total Deflection 0.018 in 26210 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 39.42 ft 1 50.62 50.62 5.16 +D+H Dsgn.L= 39.42 ft 1 19.35 19.35 1.98 +D+L+H Dsgn.L= 39.42 ft 1 19.35 19.35 1.98 +D+Lr+H Dsgn.L= 39.42 ft 1 19.35 19.35 1.98 +D+S+H Dsgn.L= 39.42 ft 1 50.62 50.62 5.16 +D+0.750Lr+0.750L+H Dsgn.L= 39.42 ft 1 19.35 19.35 1.98 +D+0.750L+0.750S+H Dsgn.L= 39.42 ft 1 42.80 42.80 4.36 +D+0.60W+H Dsgn.L= 39.42 ft 1 19.35 19.35 1.98 +D+0.750Lr+0.450W+H Dsgn.L= 39.42 ft 1 19.35 19.35 1.98 +D+0.750S+0.450W+H Dsgn.L= 39.42 ft 1 42.80 42.80 4.36 +0.60D+0.60W+0.60H Dsgn.L= 39.42 ft 1 11.61 11.61 1.19 +D+0.70E+0.60H Dsgn.L= 39.42 ft 1 19.35 19.35 1.98 +D+0.750L+0.750S+0.5250E+H Dsgn.L= 39.42 ft 1 42.80 42.80 RF-2 4.36 +0.60D+0.70E+H General Beam Analysis Lic.#: KW-06011774 Licensee : KRAMER GEHLEN&ASSOCIATES Description: New Joist Loading Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +1J+5+H 1 4.9258 19.710 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.156 5.101 Overall MINimum +D+H 1.983 1.927 +D+L+H 1.983 1.927 +D+Lr+H 1.983 1.927 +D+S+H 5.156 5.101 +D+0.750Lr+0.750L+H 1.983 1.927 +D+0.750L+0.750S+H 4.363 4.307 +D+0.60W+H 1.983 1.927 +D+0.750Lr+0.450W+H 1.983 1.927 +D+0.7505+0.450W+H 4.363 4.307 +0.60D+0.60W+0.60H 1.190 1.156 +D+0.70E+0.60H 1.983 1.927 +D+0.750L+0.750S+0.5250E+H 4.363 4.307 +0.60D+0.70E+H 1.190 1.156 D Only 1.983 1.927 Lr Only L Only S Only 3.173 3.173 W Only E Only H Only RF-3 Ke project: FM 375 Tigard Pickup by: CNB KRAMERCONSSTRUCUTURAI ENGINEERS- location: Tigard, OR Job No.: 21051-00 GENLEN .00 m Sudo V•eweuvec WA 3117 client: Western Construction ASSOCIATES "°°j°F::'° ` ', i"°7 RTU Lateral Analysis Created By: Collin Bundy, P.E. RTU Information Length 40 in Weight 210 lbs Width 28 in Adapter Height 0 in Height 19 in Curb Height 16 in Wind Load Fh = qh * (GC,.) *Af ASCE 7-16: 29.4.1 GC,. = 1.9 Af-- 9.7 f t2 Exposure B Bldg Height 25 ft qh = 0.00256KzKztKdKeV2 ASCE 7-16: 26.10.2 Ke = 1.0 Kz = 0.67 Kzt = 1.0 Kd = 0.90 V = 96 mph qh= 14.12 psfPlirr Fh= 0.26 kips 1 _, �m a Fp or F 1 2 ca Fv = qh * (GCr) *Ar ° U r- 1.5 Z GC - c, ad f Ar= 8 f t 2 , LL Fv= 0.16 kips / - WIDTH j m2 Seismic Load v T C 0.4apSDSWp z Fp = R / (1 + 2 h) ASCE 7-16: 13.3 Figure 1: Unit Overturning P Ip ap = 2.5 RP = 6.0 fp = 1.0 SDS = 0.696 g W = 210 lbs z A = 1.0 Fp = 0.07 kips Fp max = 1.6SDSIpWp Emmax = 0.23 kips Fp,min = 0.3SDSIpWp Fp,min = 0.04 kips Controlling Fp = I 0.07 kips F„ = 0.25DSWp F„ = I0.03 kips I Therefore, WIND CONTROLS RF-4 KGA project: FM 375 Tigard Pickup by: CNB KRAMER CONSULTING ENGINEERS /CML location: Tigard, OR Job No.: 21051-00 GEHLEN ,a mom.St..Su.7� Vancouver WA 05000.2117 client: Western Construction ASSOCIATES —Iv"vA'n' i+03'+s�s Created By: Collin Bundy, P.E. RTU Lateral Analysis (Continued) Connection: Unit Curb to Roof Fh3 — (D — F„) * 1/2 T = 84 lbs. (ASD) T = l 157 lbs. (ASD) Use 6" o.c. spacing ‘t Connection: ( #10 x 2" screws @ 24" o.c. around perimeter(metal roof) Shear capacity per fastener: 177 lbs. (ASD) Tension capacity per fastener: 84 lbs. (ASD) Connections per unit: 5 Unit Perimeter (Fastener Spacing Fasteners required to resist tension = 2 Fasteners remaining to resist shear= 3 Shear Capacity= 531 lbs. Shear capacity>V? YES, CONNECTION IS ADEQUATE RF-5 CP0318210345 021-1362 SYS-1 - CDU-1 - Product Information General Data Model Line: NEXT-GEN MINI-CON Model Number: RFO180E4SEA Flooded: Yes Refrigerant: R-404A Voltage: 208-230/3/60 Compressor Type: SCROLL Performance Data Ambient Temp: 95°F Suction Temp: 23 °F Capacity: 14,744 BTUH Electrical Data Compressor RLA: 8.7 Compressor LRA: 58 Total Condenser Fan FLA: 1 MCA: 18.9 MOPD: 25 Physical Data Number of Compressors: 1 Compressor Model:ZSI3KAEE Compressor HP: 1.5 Number of Condenser Fans: 2 Approx. Ship Weigh : 210 Ibs ) Sound Data: 71 dBA Liquid Line: 1/2 in. Suction Line: 7/8 in. J Pump Down Capacity(%): 90 Pump Down Capacity: 11 lbs Option Data Mounted Option FIXED HIGH/FIXED LOW PRESSURE CONTROL Mounted Option LIQUID LINE WITH COMPONENTS: SEALED FILTER&SIGHT GLASS Mounted Option NO STANDARD AIR DEFROST TIMER Mounted Option STANDARD RECEIVER Compliance Data AWEF: 7.60 Notes RF-6 Quotes are valid for 30 Days.Due to ongoing product development,RapidSpec and its export documentation is subject to change without notice.In no event shall HTPG be liable for special or consequential damages in connection with the use or output of RapidSpec.MCA/MOPD and Defrost Kit selection will be confirmed at time of purchase.Submittal data shown represents design conditions. Dimensional Drawing -4 28-1/4 ► 38-1/4 CONTROL LIQUID - ,(/ PANEL OUT li i 1�1 SUCTION WIN - _ AIR—► i1-I1_ •M No R =i11 UMW 18-3/4 ik''',I 1101 1 718FOR(2) 78, i:M, _ ELECTRICAL 4-718 •Vi , . .:• O I CONNECTIONS 3-3/16 4 4 J 3/8"MOUNTING HOLES(4) -4--24-3/16 it - 39-1/8 ► 39-7/8 Standard Features • All-weather Galvanized steel painted housing • Quick access to shut off valves from exterior • Generously sized high efficiency condenser, • UL/cUL certified for use with multiple refrigerants enhanced copper tubes/aluminum fins • UL/cUL listed for outdoor use • Integral Liquid Subcooling Circuit provides subcooled • Flooded models include flooded head pressure liquid to the expansion device control • Crankcase heater • Non flooded models include mild ambient fan cycle • Large electrical panel with hinged/removable door control • Color coded point-to-point wiring Certifications , SSIF1 0.Adm �o C VillP. US //� RF-7 Ili • „T--,14er r hJall O e-71"ft Der ''1 n e A. r 4;jeteviii 5, 22 4 t T leA. 4 (-,br-- cctd'ii)i : _ 4-ceLeiS .. twitter :2.(;)/'`' a.-.)14, = 6 105-P (c,ock, kvi*/), (10----' CAL. T - . &,,, a-e 03*: 3/f 4 t p'T`.4.a4'"l Z S Esc 4"n► / s>e/S ©, 5-?5- 5/it'SpfN+r „4o 2:75 f 4 Mir 5.75prz'P - Say I (P RN1'� b 7:: 1 W .. hoxel �c2-'s/ 2 y3 / ‘co772S-43 7 A 6 �a �o62 2-5- 3, i - 1°C� ld -X3 (45/3e7 / ( ck c c 5 r L,e.-) PROJECT�.�r/ 375 fC t{f2' ' ° N 7✓'�'"f GLIGf I 1 CLIENT / ',J far^ ,,j tructural! ngineers LA... .:T rYj `-1 �►'d``1/r t, 14,4_ t.-,�?►�'t OA �DESIGN KRAMER400 Columbia St. 360/693-1621 Suite 240 503/289-2661 / - " IC-A1 GEHLENVancouver,WA Fax 360/696 1572 PROJECT NO SHEET ASSOCIATES 98660-3413 www.kramer-gehlen.com 4 c,S1 WO-1 Project Name: Page 1 of 2 Model: New 6' Opening Date:03/22/2021 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie®CFS DesignerTM 3.2.0.5 Design Loads 0 ft Wall Lateral Pressure: 5 psf I 1 v RO Lateral Pressure: 4-Ways n 14.6 ft Lateral Element Forces multiplied Lateral Bottom by 1 for strength checks n Lateral Forces multiplied by 0.7 for 8 ft deflection determination Header: Box(lateral top, bottom) E 0 > \../ Gravity Load at Header: 9 psf n O ft I 6.0 ft Lateral Pressure to: 4-Ways , Brace Settings Flexural Distortional Bracing Axial KyLy Axial KtLt K-Phi(lb- Distortional Interconnection Component(s) Members(s) (in) (in) (in) in/in) LM(in) Spacing(in) Jamb Studs 600T125-43(33),Boxed Full None None 0 None 12 in Vertical Header 600S162-43(33),Boxed Full N/A N/A 0 None N/A Lat.Top Head 600T125-43(33),Single Full N/A N/A 0 None N/A Lat. Bottom 600T125-43(33),Single Full N/A N/A 0 None N/A Head Summary Analysis Results Axial Max. Bottom Top or End Load Moment Max. Reaction Reaction Component(s) Members(s) (Ib) (Ft-Lb) Shear(lb) (Ib) (Ib) Jamb Studs 600T125-43(33),Boxed 394.2 1070.7 184.7 184.7 97.7 Vertical Header 600S162-43(33), Boxed N/A 591.3 394.2 N/A 394.2 Lat.Top Head 600T125-43(33),Single N/A 164.3 109.5 N/A 109.5 Lat. Bottom 600T125-43(33),Single N/A 45.0 22.5 N/A 22.5 Head Summary Design Results Deflection Bending +Axial Shear Web Design Component(s) Members(s) Span Parapet Interaction Interaction Stiffners OK Jamb Studs 600T125-43(33),Boxed L/481 L/0 0.98 0.71 NA Yes Vertical Header 600S162-43(33), L/2567 NA 0.21 0.14 No Yes Boxed Lat.Top Head 600T125-43(33),Single L/5040 NA 0.22 0.08 No Yes SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com WO-2 Project Name: Page 2 of 2 Model: New 6'Opening Date:03/22/2021 Code: 2012 NASPEC[AISI S100-2012] Simpson Strong-Tie®CFS Designer1M 3.2.0.5 Lat.Bottom 600T125-43(33),Single L/19164 NA 0.06 0.02 No Yes Head Simpson Strong-Tie®Connectors(a.Jambs Connector Anchor Support Rx(Ib) Ry(lb) Simpson Strong-Tie®Connector Interaction Interaction R2 97.67 0.00 SCB45.5(2)&(2)#12 SST X to A36 Steel 16.01 % 12.29% R1 184.67 577.80 FCB43.5 Min(4#12-14)&(4)#12 SST X to A36 Steel 70.53% 57.65% *Reference catalog for connector and anchor requirement notes as well as screw placements requirement Simpson Strong-Tie®Wall Stud Bridging Connectors @ Jambs Bracing Design Length Number of LSUBH LSUBH SUBH SUBH MSUBH MSUBH Span/CantiLever (in.) Braces Pn(Ib.) (Min)' (Max)' (Min)' (Max)' (Min)' (Max)' Span Varies N/A N/A N/A N/A N/A N/A N/A N/A Notes: 1)Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back,box,or built-up sections. 3)Reference www.stronqtie.com for latest load data, important information, and general notes 4)CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. WO-3 SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com Project: FM 375 Rack Anchorage By: Collin Bundy,PE Location: 8'-0"Island Gondolas Job No.: 21051-00 Client: Western Construction ASCE 7-16 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS Lozier Fixture/Madix conservative, Sds = 0.696g LOAD COMBINATION 1 - LY LOADED Sips 1.00 Cs Ea(12.8-2) 0.38 R 4.0 P1 500 LBS P,AND P2 ASSUME 2- IE 1.50 P2 500 LBS SHELVES WITH 500LB EACH G0 2.00 P 700 LBS P=(0.9-0.2SDs)(P,+P2) HMAX 96.00 INCHES V1 188 LBS V,=P,x Cs B 22.00 INCHES V2 188 LBS V2=P2 x Cs M. 18,000 IN-LBS Ma V x 1/2 HMAX Anchor Demands-See Attached Sheets for Anchors MR 7,700 IN-LBS MR=P x 1/2 B TM 1286 LBS/ANCHOR GROUP T 468 LBS T=(Mo MR)/B V. 750 LBS/ANCHOR GROUP Assumes 1-anchor groups resist uplift and 1-anchor groups resist shear Tu=(t2xMot-Mr)/B and Vu=1-2xV LOAD COMBINATION 2-TOP SHELF FULLY LOADED ONLY Sps 1.00 Cs Eo(12.8-2) 0.38 R 4.00 Pi 500 LBS ASSUMES 500LB SHELF IE 1.50 P2 0 LBS WEIGHT 00 2.00 P 350 LBS P=(0.9-0.2Sos)(Pi+P2) HMAX 96.00 INCHES V1 188 LBS V,=P,x Cs W 22.00 INCHES V2 0 LBS V2=P2xCs M. 18,000 IN-LBS MVXHMAK Anchor Demands-See Attached Sheets for Anchors MR 3,850 IN-LBS MR=P x 1/2 B T 1461 LBS/ANCHOR GROUP T 643 LBS T=(Mo MR)/B V. 375 LBS/ANCHOR GROUP Assumes 1-anchor groups resist uplift and 1-anchor groups resist shear Tu=(OxMot-Mr)/B and Vu=4xV USE(2)3/8"DIA DEWALT SCREW-BOLT+W/3-1/4"EMBED TYP n Project: FM 375 Rack Anchorage By: Collin Bundy,PE Location: 10'-0"Wall Fixtures Job No.: 21051-00 Client: Western Construction ASCE 7-16 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS Lozier/Madix Hypermaxi Fixture LOAD COMBINATION 1 -FULLY LOADED Sos 1.00 Cs EQ(12.8-2) 0.38 R 4.0 PNOM 500 LBS IE 1.50 P 350 Les P=(o.9-o.2SDs)PNOM S2, 2.00 V 188 LBS V=CS X PNOM HMAX 144.00 INCHES Ma 13,500 IN-LBS Mo=V x 1/2 HMAX B 19.00 INCHES MR 3,325 IN-LBS MR=P x 1/2 B T 536 LBS T=(Mo MR)/B Anchor Demands-See Attached Sheets for Anchors T. 1246 LBS/ANCHOR GROUP V. 375 LBS/ANCHOR GROUP Assumes 1-anchor groups resist uplift and 1-anchor groups resist shear Tu=(S2xMot-Mr)/B and Vu=S2xV LOAD COMBINATION 2-TOP SHELF FULLY LOADED ONLY Sos 1.00 Cs EQ(12.8-2) 0.38 R 4.00 PNOM 250 LBS IE 1.50 P 175 LBs P=(o.9-0.2sDs)PNOM S20 2.00 V 94 LBS V=Cs X PNOM HMAX 144.00 INCHES Mo 13,500 IN-LBS Mo V x HMA% W 19.00 INCHES MR 1,663 IN-LBS MR=P x 1/2 B T 623 LBS T=(Mo MR)/B Anchor Demands-See Attached Sheets for Anchors T. 1334 LBS/ANCHOR GROUP V 188 LBS/ANCHOR GROUP Assumes 1-anchor groups resist uplift and 1-anchor groups resist shear Tu=(S2xMot-Mr)/B and Vu=<2xV USE(2)3/8"DIA DEWALT SCREW-BOLT+W/3-1/4"EMBED TYP a �. .. Project: FM 375 Rack Anchorage By: Collin Bundy,PE Location: 8'-0"Wide Span Fixtures Job No.: 21051-00 Client: Western Construction ASCE 7-16 SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS Lozier/Madix Hypermaxi Fixture LOAD COMBINATION 1 -FULLY LOADED SDS 1.00 Cs EQ(12.8-2) 0.38 R 4.0 PNOM 2740 LBS IE 1.50 P 1918 LBS P=(0.9-0.2Sos)PNOM 40 2.00 V 1028 LBS V=CS x PNOM HMAX 96.00 INCHES Mo 49,320 IN-LBS M0=V x 1/2 HMAX B 38.00 INCHES MR 36,442 IN-LBS MR=P x 1/2 B T 339 LBS T=(Mo MR)/B Anchor Demands-See Attached Sheets for Anchors T„ 1637 LBS/ANCHOR GROUP V„ 2055 LBS/ANCHOR GROUP Assumes 1-anchor groups resist uplift and 1-anchor groups resist shear Tu=(OxMot-Mr)/B and Vu=S2xV Worst case loading-Apply Vu/2&Tu to anchorage LOAD COMBINATION 2-TOP SHELF FULLY LOADED ONLY SDS 1.00 Cs EQ(12.8-2) 0.38 R 4.00 PNOM 1370 LBS IE 1.50 P 959 LBS P=(0.9-0.2Sos)PNOM 00 2.00 V 514 Les V=CSX PNOM HMAX 96.00 INCHES Mo 49,320 IN-LBS M0=V x 1/2 HMAX W 38.00 INCHES MR 18,221 IN-LBS MR=P x 1/2 B T 818 LBS T=(Ma MR)/B Anchor Demands-See Attached Sheets for Anchors T„ 2116 LBS/ANCHOR GROUP V„ 1028 LBS/ANCHOR GROUP Assumes 1-anchor groups resist uplift and 1-anchor groups resist shear Tu=(S2xMot-Mr)/B and Vu=S2xV USE(2)3/8"DIA DEWALT SCREW-BOLT+W/3-1/4"EMBED TYP d3 DEWA LT DEWALT Design Assist Ver. 1.4.13.0 Page 1 ENGINEERED BY'?OWerS" Gondola Anchorage 7,1.Project Information Company: Kramer Gehlen&Associates Project Engineer: Collin Bundy,PE Address: 400 Columbia Street,Suite 240 Vancouver Washington 98660 Phone: M: 360-693-1621 Email: collinb@kga.cc Project Name: Project Address: USA Notes: Island Gondolas 2.Selected Anchor Information;A Selected Anchor: Screw-Bolt+ Brand: DEWALT Material: 3/8"0 Low Carbon Steel Embedment: hef 2.39 in hnom 3.25 in Approval: ICC-ES ESR-3889 Issued I Revision: Nov,2019 Mar,2020 Drill Method: Hammer Drilled 3.Design Principles 111111111111111111111111111 Design Method: ACI 318-11 Load Combinations: Section 9.2 User Defined Loads Seismic Loading: Tension D.3.3.4.3(d) Shear D.3.3.5.3(c) SIo User Defined I Material Information Leaf?Concrete: Type Cracked Normal Weight Concrete Strength 3000 psi Reinforcement: Edge Reinforcement None or<#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.25 in Length 6 in Width 2 in Standoff None Height 0 in Strength 36000 psi Profile: None Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility !' A i DEWALT Design Assist Ver. 1.4.13.0 Page 2 DEWALT Gondola Anchorage ENGINEERED BY'Powers 5. Geometric Conditions z 0 / 294 0,750 CO.. 25 0 hmin 5.000 in emin 1.500 in can 7.800 in smin 2.000 in Tension Loading Design Proof Demand (lb) Capacity (lb) Utilization Status Critical Steel Strength 1147.00 5674.00 0.202 OK Concrete Breakout Strength 2294.00 2379.00 0.964 OK Controls Pullout Strength 1147.00 1477.00 0.777 OK Shear Loading Design Proof Demand (lb) Capacity (lb) Utilization Status Critical Steel Strength 375.00 1818.00 0.206 OK Concrete Breakout Strength OK Pryout Strength 750.00 3416.00 0.220 OK Controls Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n C DEWALT Design Assist Ver. 1.4.13.0 Page 3 DEWALT Gondola Anchorage ENGINEERED BY'?owef s • 7. gs and Remarks ANCHOR DESIGN CRITERIA IS SATISFIED a The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore, you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. f Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. a Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. 8.Load Conditions Design Loads/Actions Z Nu 2294 lb Vux 0 lb Vuy 750 lb t N� Y Muz 0 in-lb Mux 0 in-lb Muy 0 in-lb 4 V uz Consider Load Reversal X Direction 100% Y Direction 100% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist Ver. 1.4.13.0 Page 4 DEWALT ENGINEERED BY'?owers- Gondola Anchorage 9.Load Distribution Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates (in) Shear X Shear Y X Y 1 1147.00 375.0 0.0 375.0 0.000 1.500 2 1147.00 375.0 0.0 375.0 0.000 -1.500 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility . . - DEWALT Design Assist Ver. 1.4.13.0 Page 5 DEWALT Gondola Anchorage ENGINEERED BY'?OW@I'S` 10.Design Proof Tension Loading Steel Strength: t N ACI 318-11 D.5.1 Variables A Nsa (lb) - 8730.000 0.65 Results (pNsa = 5674.0 lb Table D.4.1.1 Nua = 1147.0 lb Utilization = 20.2% Concrete Breakout Strength: t N ACI 318-11 D.5.2 p. 46.1 Equations " a " p w a a 4 ., � Eqn.D-4 Nryg Apra ,,,M . rd u tY'r>,ti . ' ,Vn N =kc • 74< 'z . h,rt s Eqn.D-6 Variables ANc (in2) ANcO (in2) Wec,N Wed,N ''c,N Tcp,N 72.919 51.409 1.000 1.000 1.000 1.000 cac (in) kc A.a f c (psi) lief (in) 7.800 17.000 1.000 3000 2.39 Nb (lb) <p (Preis 3440.380 0.65 0.750 Results tpNcbg = 2379 lb Table D.4.1.1 Nua = 2294.0 lb Utilization = 96.4% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist Ver. 1.4.13.0 Page 6 DEWALT ENGINEERED BY'i owerS Gondola Anchorage Pullout Strength: t N ACI 318-11 D.5.3 Equations °' = • y a r Eqn. D-13 N„= g'r,P • ,Vp ' Variables `he p Np eq (lb) f c (psi) n 1.000 3028.906 3000 0.500 0.65 (PS eis 0.750 Results cpNpn = 1477 lb Nua = 1147 lb Table D.4.1.1 Utilization = 77.7% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n DEWALT DEWALT Design Assist Ver. 1.4.13.0 Page 7 Gondola Anchorage ENGINEERED BY-?OWerS 11.Design Proof Shear Loading Reference Steel Strength: V ACI 318-11 D.6.1 v � a a 4.4 Variables G a s 4 a V sa eq (lb) tp 3030.000 0.60 Results Vsa,eq = 1818 lb Vua = 375 lb Table D.4.1.1 Utilization = 20.6% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DEWALT Design Assist Ver. 1.4.13.0 Page 8 Gondola Anchorage ENGINEERED BY'?owers' Pryout Strength: V ACI 318-11 D.6.3 ♦ ♦ s 4A g Equations ,. 4 y4 • v, u=kcp •Ncpp Eqn.D-41 Ahr Eqn.D-4 Ne6g= A tli- yavt N - 1,144,1V - `I, • 141rp h • ,Yet N,._kc •ks • IF • h4rt s Eqn.D-6 Variables ANc (in2) ANcO (In2) 'ec,N Wed,N �c,N �cp,N 72.919 51.409 1.000 1.000 1.000 1.000 cac (in) kc a'a hef (in) fc (psi) 7.800 17.000 1.000 2.39 3000.000 Nb (lb) kcp Ncpg (lb) cp 3440.380 1.000 4879.869 0.70 Results (pVcpg = 3416 lb Table D.4.1.1 Vua = 750 lb Utilization = 22.0% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility !'• A 4 DEWALT Design Assist Ver. 1.4.13.0 Page 9 DEWALT Gondola Anchorage ENGINEERED BY'?OWerS' 12.Interaction of Tension and Shear Loads Reference AU 318-11 D.7 Equations Woo + Vu,, Eqn. D-42 to •Nn y:+ • Vn < 1.0 1.2 Variables i*ua 4 ua tP •Nn rP 'un 0.964 0.220 Results 0.987 < 1.0 Status : OK ANCHOR DESIGN CRITERIA IS SATISFIED Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n DEWALT Design Assist Ver. 1.4.13.0 Page 1 DEWALT Gondola Anchorage ENGINEERED BY?owers 1.Project Information Company: Kramer Gehlen&Associates Project Engineer: Collin Bundy,PE Address: 400 Columbia Street,Suite 240 Vancouver Washington 98660 Phone: M: 360-693-1621 Email: collinb@kga.cc Project Name: Project Address: USA Notes: Wall Fixtures .Selected Anchor Information Selected Anchor: Screw-Bolt+ Brand: DEWALT Material: 3/8" 0 Low Carbon Steel Embedment: lief 2.39 in hnom 3.25 in Approval: ICC-ES ESR-3889 Issued I Revision: Nov,2019 Mar,2020 Drill Method: Hammer Drilled 3.Design Principles 11111111111111111111111 Design Method: ACI 318-11 Load Combinations: Section 9.2 User Defined Loads Seismic Loading: Tension D.3.3.4.3(d) Shear D.3.3.5.3(c) Do= User Defined 4.Base Material Information Concrete: Type Cracked Normal Weight Concrete Strength 3000 psi Reinforcement: Edge Reinforcement None or<#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.25 in Length 6 in Width 2 in Standoff None Height 0 in Strength 36000 psi Profile: None Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n 1.1 T DEWALT Design Assist Ver. 1.4.13.0 Page 2 DEWAL Gondola Anchorage ENGINEERED BY'Powers. 5. Geometric Conditions z /_�'1�,/)11334 375 T Y 3 - ;bra.. 3� I m. * I r ; r 2 5 � Y hmin 5.000 in c min 1.500 in can 7.H,i,y 2.000 in Tension Loading Design Proof Demand (lb) Capacity (lb) Utilization Status Critical Steel Strength 667.00 5674.00 0.118 OK Concrete Breakout Strength 1334.00 2379.00 0.561 OK Controls Pullout Strength 667.00 1477.00 0.452 OK Shear Loading Design Proof Demand (lb) Capacity (lb) Utilization Status Critical Steel Strength 188.00 1818.00 0.103 OK Concrete Breakout Strength OK Pryout Strength 375.00 3416.00 0.110 OK Controls Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist Ver. 1.4.13.0 Page 3 DEWALT ENGINEERED BY'?owerS Gondola Anchorage 7.Warnings and Remarks ANCHOR DESIGN CRITERIA IS SATISFIED • The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore, you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. a Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. a Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. 8.Load Conditions Design Loads/Actions Z Nu 1334 lb Vux 0 lb Vuy 375 lb N Muz 0 in-lb Mux 0 in-lb Muy 0 in-lb , V Consider Load Reversal X Direction 100% Y Direction 100% i M„ —; Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility (, I C DEWALT Design Assist Ver. 1.4.13.0 Page 4 DEWALT Gondola Anchorage ENGINEERED BY'?OW@PS 1 9.Load Distribution Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates (in) Shear X Shear Y X Y 1 667.00 187.5 0.0 187.5 0.000 1.500 2 667.00 187.5 0.0 187.5 0.000 -1.500 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist Ver. 1.4.13.0 Page 5 DEWALT ENGINEERED BY'?OWerS Gondola Anchorage 10.Design Proof Tension Loading Steel Strength: t N ACI 318-11 D.5.1 p • e � A . Variables ,. •'4 Nsa (lb) tP 8730.000 0.65 Results cpNsa = 5674.0 lb Table D.4.1.1 Nua = 667.0 lb Utilization = 11.8% Concrete Breakout Strength: N ACI 318-11 D.5.2 . V E Equations n• r a, Eqn. D-4 ,�4'r,u • 10: '+ • y. p ry • No ,w: =ice • 14 • vrf, h, s Eqn.D-6 Variables ANC (in2) ANco (in2) 'ec,N Ted,N tijc,N ''cp,N 72.919 51.409 1.000 1.000 1.000 1.000 cae (in) ke Xa f c (psi) hef (in) 7.800 17.000 1.000 3000 2.39 Nb (lb) cp (Pseis 3440.380 0.65 0.750 Results cpN cbg = 2379 lb Table D.4.1.1 Nua = 1334.0 lb Utilization = 56.1% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n -7 DEWALT Design Assist Ver. 1.4.13.0 Page 6 DEWALT Gondola Anchorage ENGINEERED BY lowers" Pullout Strength: t N ACI 318-11 D.5.3 sp I A d h ! r Equations n- ; �a f Eqn. D-13 Npn= T>:'r.p' Np ' z.so01 Variables 4103 Np eq (lb) f c (psi) n cp 1.000 3028.906 3000 0.500 0.65 (PS eis 0.750 Results TN pa = 1477 lb Nua = 667 lb Table D.4.1.1 Utilization = 45.2% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist Ver. 1.4.13.0 Page 7 DEWALT Gondola Anchorage ENGINEERED BY'?owers" 11.Design Proof Shear Loading Reference Steel Strength: V ACI 318-11 D.6.1 d a V Variables ;� 4 V sa,eq (lb) cp 3030.000 0.60 Results V sa,eq = 1818 lb V. = 188 lb Table D.4.1.1 Utilization = 10.3% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n IA DEWALT Design Assist Ver. 1.4.13.0 Page 8 DEWALT ENGINEERED BY lowers Gondola Anchorage Pryout Strength: V ACI 318-11 D.6.3 D- SO 4 Equations e. . • \ 174,,9=kcp •Ntgg Eqn.D-41 Ahr Eqn.D-4 Ncbs.= A �e,x *at,x - =are . *CT Av5 keo ,vy=kc • ) • hrt.a Eqn.D-6 Variables ANc (in2) ANcO (in2) ec,N ed,N �c,N Wcp,N 72.919 51.409 1.000 1.000 1.000 1.000 cac (in) kc AAa hef (in) f c (psi) 7.800 17.000 1.000 2.39 3000.000 Nb (lb) kcp Ncpg (lb) tp 3440.380 1.000 4879.869 0.70 Results tpVcpg = 3416 lb Table D.4.1.1 Vua = 375 lb Utilization = 11.0% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n n n DEWALT Design Assist Ver. 1.4.13.0 Page 9 DEWALT ENGINEERED BY'A3WerS Gondola Anchorage 12.Interaction of Tension and Shear Loads Reference ACI 318-11 D.7 Equations kNi,„ tlu„, Eqn. D-42 g, •Nn + q ' IV 1.0 1.2 Variables Nu41 V ua tP 'Nn co 'Vn 0.561 0.110 Results 0.561 < 1.0 Status OK ANCHOR DESIGN CRITERIA IS SATISFIED • Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n 11 DEWALT Design Assist Ver. 1.4.13.0 Page 1 DEWALT Gondola Anchorage ENGINEERED BY.?0WerS` 1. Project Information Company: Kramer Gehlen&Associates Project Engineer: Collin Bundy,PE Address: 400 Columbia Street, Suite 240 Vancouver Washington 98660 Phone: M: 360-693-1621 Email: collinb@kga.cc Project Name: Project Address: USA Notes: Wall Fixtures 2. Selected Anchor Information Selected Anchor: Screw-Bolt+ Brand: DEWALT Material: 3/8"0 Low Carbon Steel Embedment: hef 2.39 in hnom 3.25 in Approval: ICC-ES ESR-3889 Issued I Revision: Nov,2019 Mar,2020 Drill Method: Hammer Drilled plan Principles Design Method: ACI 318-11 Load Combinations: Section 9.2 User Defined Loads Seismic Loading: Tension D.3.3.4.3(d) Shear D.3.3.5.3(c) 520= User Defined lip ase Material Information Concrete: Type Cracked Normal Weight Concrete Strength 3000 psi Reinforcement: Edge Reinforcement None or<#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.25 in Length 6 in Width 2 in Standoff None Height 0 in Strength 36000 psi Profile: None Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n �n DEWALT Design Assist Ver. 1.4.13.0 Page 2 DEWALT ENGINEERED BY'Powers Gondola Anchorage 5.Geometric Conditions z 0 /2116 01028 Y 3 ' �' 4 �t 25 0 2 . -?, : X i hmin 5.000 in emit 1.500 in ca_ 7.800 , smin 2.000 in 6.Summary Results Tension Loading Design Proof Demand (lb) Capacity (lb) Utilization Status Critical Steel Strength 1058.00 5674.00 0.186 OK Concrete Breakout Strength 2116.00 2379.00 0.889 OK Controls Pullout Strength 1058.00 1477.00 0.717 OK Shear Loading Design Proof Demand (lb) Capacity (lb) Utilization Status Critical Steel Strength 514.00 1818.00 0.283 OK Concrete Breakout Strength OK Pryout Strength 1028.00 3416.00 0.301 OK Controls Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist Ver. 1.4.13.0 Page 3 DEWALT Gondola Anchorage ENGINEERED BY'Powers 7.Wirnmand 1, ANCHOR DESIGN CRITERIA IS SATISFIED • * The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore, you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. f Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. • Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. 8. Load Conditions Design Loads/Actions Z Nu 2116 lb Vux 0 lb Vuy 1028 lb N. Muz 0 in-lb Mux 0 in-lb Muy 0 in-lb z Consider Load Reversal X Direction 100% Y Direction 100% Muy Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility nA DEWALT Design Assist Ver. 1.4.13.0 Page 4 DEWALT Gondola Anchorage ENGINEERED BY Powers" ' atr :� r � 3 -�. r �' i � �a# y �faf' � a i Z rrlrrl::1 r�rglt�ri.vial-.4;;: r$�4111 a sr, r 1KM012 r a s . r ;< , t d Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates (in) Shear X Shear Y X 1 1058.00 514.0 0.0 514.0 0.000 1.500 2 1058.00 514.0 0.0 514.0 0.000 -1.500 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist Ver. 1.4.13.0 Page 5 DEWALT Gondola Anchorage ENGINEERED BY'?owers 10.Design Proof Tension Loading Steel Strength: N ACI 318-11 D.5.1 S ° I Variables Nsa (lb) ' 8730.000 0.65 Results (PNsa = 5674.0 lb Table D.4.1.1 Nua = 1058.0 lb Utilization = 18.6% Concrete Breakout Strength: t N ACI 318-11 D.5.2 . :t Equations a, , •�r Ah, Eqn.D-4 Nrbg- *cc N 41• •, ' L- •, • tIl:.t,nd • ND Mi0 N,b=kc • • h.rz 5 Eqn.D-6 Variables ANc ( 2) ANcO (in2) ''ec,N Ted,N `Pc,N ‘Pcp,N 72.919 51.409 1.000 1.000 1.000 1.000 cac (in) kc Xa fc (psi) hef (in) 7.800 17.000 1.000 3000 2.39 Nb (lb) tp (Preis 3440.380 0.65 0.750 Results (PNcbg = 2379 lb Table D.4.1.1 Nua = 2116.0 lb Utilization = 88.9% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n - DEWALT Design Assist Ver. 1.4.13.0 Page 6 D EWALT Gondola Anchorage ENGINEERED BY'PoWers` Pullout Strength: t N ACl 318-11 D.5.3 4 4. Equations . AD p n Eqn.D-13 oc 0) Variables Tex Np eq (lb) f e (psi) n cP 1.000 3028.906 3000 0.500 0.65 cps eis 0.750 Results �Npn = 1477 lb Nua = 1058 lb Table D.4.1.1 Utilization = 71.7% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist Ver. 1.4.13.0 Page 7 DEWALT Gondola Anchorage ENGINEERED BY'TOWOrS" 11.Design Proof Shear Loading Reference Steel Strength: V ACI 318-11 D.6.1 1 ,„„ ,4 M. . � Variables r ° . sa,eq 3030.000 0.60 Results V sa eq = 1818 lb V ua = 514 lb Table D.4.1.1 Utilization = 28.3% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility /\ AA DEWALT Design Assist Ver. 1.4.13.0 Page 8 DEWALT Gondola Anchorage ENGINEERED BY'?owers- Pryout Strength: V ACI 318-11 D.6.3 4* 4 1 Equations s"' ,! 4 4 V.._.._kcp •:cps Eqn. D-41 �♦ 4hd Eqn.D-4 !Y.-5A= -'Nca rr H N Ili:k 'Vcr to ,'tin =irc •) • ,j f', , h , s Eqn.D-6 Variables ANc (in2) ANcO (in2) 'ec,N 'ed,N `Pc,N 'cp,N 72.919 51.409 1.000 1.000 1.000 1.000 cac (in) kc Xa hef (in) f e (psi) 7.800 17.000 1.000 2.39 3000.000 Nb (lb) kw Ncpg (lb) (p 3440.380 1.000 4879.869 0.70 Results cpVcpg = 3416 lb Table D.4.1.1 Vua = 1028 lb Utilization = 30.1% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility n nn DEWALT Design Assist Ver. 1.4.13.0 Page 9 D EWAL,T Gondola Anchorage ENGINEERED BY'?owers" 12.Interaction of Tension and Shear Loads Reference ACI 318-11 D.7 Equations Nun + V„ Eqn.D-42 v •Nn ' Vn i < 1.0 1.2 Variables V„,, to .ern rA `Vn 0.889 0.301 Results 0.992 < 1.0 Status . OK ANCHOR DESIGN CRITERIA IS SATISFIED Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility r+ nri . . . . . . . . • , • - • •• • • INSTALLATION .----..-.1-N.S.TRUCT I N • • * • . . .• • : 3:.;•••.:, •• " %.• • WEDE PIN SEEL.c/110..::• ;" • •"• • • ..;•* •" ".' 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Heavy Outy.'•,BeoThs • '• ••••;, • • , 21 •• •• •3;',;:•• •• '• •••• **:2; :" •••• '••• ••• ••:' ••• • • •• •••• ' ': ' - •: •• 1,600,. •••2,4013 . :•3;000:•• •3,Q00. ••.-• . • •:.• • • " • •••• •Up to E - 60'•• • • 1,600••••• •••2,40•0?.. ;2,400, • •-•4-:•••:•.,;•.••• .• • " : 72.11: - . .1;600•••• 2,QO0 Z400 3,00084" • - .• : • •• • . •• -36 0 • • -• • 1,fiO0 1,8002 :..'• 2_ ' •••• • . .- ••• •• ••••••• g6" • :2'.•;:•1,600 6.0.0,, 1,600 ••.:.--- ,;...:4,000;•.*• • " • ••‘ • .•••• -"**"48". • ' '1;376 • . • ,• •••••• ''• • • • - • „ ••.• • • Up ito`, ••••.•••••. 60".• • '• . 1,370 • •-2,055.: -4.2;400•••• ;,000•;:........ •\•:••• •••• ••• ••"- • • •• 42"0 • •• ••••••••• 1,370,. -.2,000:: • • 7,•: •• - •"••• ••••• •: •• . 1,370- •WO: : ?1•4600-', • #.000 . ••„ •*: • • • •• ' 96" 1 370 ••"-1 600'. •1-,600:, ••'•• •••-•••• • ....• • Y.-.4•8'!•••• • .•: ' 3,1300::- • . • • • Jp to 60" 1,200 ":•1 800".2:400' •••• . • .3,000:•-‘ - „• ••• • ' • • -- • 72" : ; •••.•1.,20.01•• 14$00:': • 2,000 3,000.•:•• - 48 0 •• • :••••••••• • -• •. • . ••• •••',•84" ' •• 1,200 1•170.0 •1;800;• •-:•••,-- -•• ••••3,0.o0:••'•.•• ••• - -••••" • •• • • .••• • :.96" -.••••• -11-i200* • 1-,8Q0.-; 1,600' • '•3;000•••*.r. . • *: • • ._ . • • . •• - •••• •-•.-'; - • ••:••.."::•••••• •:. •1; .CopoitJea:p'er •nçirnber of she1f , • ' • ; • ' supiiorp' (WSSS) to Alii.;:bpoins tpgethei•)"11/heb:loiid: pioOd• • • ":•••••• •••.: - .h._ . • •••4•,...• ()cross-bpoms :with ,no•shelf,. • .• •: ••.• -_,••••• • • ; -•;„-• •,••• ••• -:.• . • • • •-• • ••••. • • • • • "I .06 paCitY.: Na, of .„ •• rig , • „.• ••••,'••,•• ;.:,•- •••• • - ' ' •Le ; ,.. 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Sl{"t•1 w` t- .,'••. :\ sA_r, ... . • tit > '•.,_ END D'JN c)1j..L A�'l1;tAlta ';Y{l • `�..13 .•• '•'•'.' :. :a:.• . ''t`YPE- -R1'1[t�i.�5 �:::::Irs':,:•.!;`•%�y<:.>:::te�_:�•�_•` --. :_ =_, -•�•.:::::� ,,..,.,.,;�44.; ,� �,1,. .• '�' n ,r�•u 'r •• Fiat . '30Q. '500, 500 500' 600 •500 -500 5°2. 500: •500. .400: 400: • . • ' $helves& • -17°Dgwnslant .300 260 250 260 25p 260 ;z50 2501 '.;260. �260 20.0. ='2001 =s.::'r:':a' ,..:. -:•; . • Pegs ... . . .. -- - 'KO'r ;I3educ_e'c ipao(tles-: - • per •600 ••_-•• •60 :--''• 00,, ... 0 0 IS 30; -ks Dank D. .. :�- ':B, 0• .��0: •$�-��tip�q„Y. %.yyhel};;anly. r • " ' t4Ht,T.& • ''•Flat'••-.' UMW --• - • :600 1500 -i600` •.700' i700' '60Ci.. '60b' tlittfrot}tt1A4,tofttte;sallfl;:. '• 111105pt'_ :•30°Downslan1 • .--• .`' 125 •125 :126 •= .•. •-... ' .dlpnitls.tasSlt d•Idr#Y 6p%.": ?� :s.• tyyk�e • -- ,If the ahell(Slool,ttless. •r: 5he�vOs" •17?Dowtisiant 250 '25o '- •• • titan 36"wide•••. • `' J•::.•_• and gecko- Deck:. • .- ••:>-•. .•- :.:Y;:: :• 00 ,1200 '1200 1200• 1200 '- -,' `- •t- - Flat:;•• ''300: 50o .500 600 500.' :500: :500••` .•500 --&00•• •'400 1.400` • • ••- . • ••, 4r. • • ••••••• s 309Downtlnnt a 25 '126 125 125••`125' •125 "125 • "425" -•125' 100' 100 •' - 17°Dowinslant ''300' '460 :250 250• '.260:1E11 24Q:. •-• '•260 250• •20071.200. :.' 1 • 15°U'slo4 o'• -200- •300 .300, -300.'30Q: M 40 •- G :4',. l?" ,. ' j ! ' •Add'Load Eas4r•B ist1:1rnokets-for.'6130 :.Atitittoiinll f '' Lii i;i.ei ' f I • • 01,•13F' ' REV 13C• • • • ' •f ZPGO(l811 ' .t'0212016 Lo�xiet®•C,o,ipolatian.'2016• : f•• . • ' . ' OX . • 20 A P.O.'E3QX'3448+OMAHA;-NEWRAM'KA 661034448%(800)22$;9$82.• - .- • NMI — V,_ _ . _. *_ , _ _ ► _ _ __. ._ il ' ' i I w ! _ . _! E _ E; _ s4TC-thoC-25 1 Ell II I.! _' _.- c IPA_ •G _ V c t ) 1 s t,. _ E t . c� 1 - _-1 I 15)t _y'sl t, • , i A L \5 ,__ S 110 t.` (-i ( m# �C-17, C18, and C-19 , __ _ ' ' 'I C-20 ;_. 1 .--"--rjr—. -' 1 ' ' 1 ✓ 11.11 II NM r • I �. I -'1 A aI i ' I Pr __ `_ 1 Pi . i• • i t, # .c- 411111111111 i® t + I � i 1 lollti` 1 L s E �, 11, 1111111111111 r• L _1 in,.( i0 .1''_.. I ' I ✓ _ _�.__S. _ ____I _ _.. _ __ -_ • 0_,t_t_th..0 . 1 ) .. ._1 ‘ . _ , i____ • ..t. I , ■ �_ _ rrr nii r zte -. III ON giarrrr KG PROJECT FM 375 Tigard Pickup CLIENT Western Construction Structural Engineers KRAMER400 COLUMBIA ST. 360-693-1621 DATE ' DESIGN SUITE 240 503-289-2661 3/23/2021 RZ GENLEHVANCOUVER,WA FAX: 360-696-1572 PROJECT NO. SHEET ASSOCIATES 98660-3413 www.kramer-gehlen.com 21051-00 C-1 'tea ‘ � _ I I M._iiii _ Ur ill` lb I 011",9.-_.,.D_el. o. 2_ o _ _ I E I-" -I-- 11J11 III III ----- - — ...f.., i —__ _ W_ Eac ___ — 111 ill 1 --- t .-__ -._____ - ^^ -+ . 4 _.__ I � F >. - - -� *. -- /,s T 1 i i -- I --- ---,---- ;, tx;--ir--1 1 --. I _. ,� _ L t i I 1 1 �_- ! { I irol ; l i I ! 1111111111111170 . { ,o.MB .7rki • -- -tit ,cr , r.),,_( , 2. - ii.3s'ij •aaal� -,- - r 1 E -----1 --rt —I '-- _ 1 U i i i �IIS_ 1 1 I F f 1111111U I �_ ■■ NM(__ 1 ...in■ _. ....„ U ■r �-� t, 1 ._(,) „ , I,- (0 ' ‘KI ; _. ____ ..,_ ,..._.T. — ,"„Aril , I, 1 .,--,-r-- 1 1 - —1--- :1$i ir 1 1 , NM i i _ _I ,T _ —F� I -- _ _I S._ __ +_11�5L1_ ► r — L � iiil KGnPROJECT FM 375 Tigard Pickup CLIENT Westem Construction Structural Engineers KRAMER400 COLUMBIA ST. 360-693-1621 DATE DESIGN GENLEN SUITE 240 503-289-2661 3/23/2021 Rz VANCOUVER, WA FAX:360-696-1572 PROJECT NO. SHEET ASSOCIATES 98660-3413 www.kramer-gehlen.com 21051-00 C-2 i DEWALT Design Assist 1.4.13.0 Page 1 DEWALT Ver. ENGINEERED BY'?OWefS- pit /4, 1 z Company: Kramer Gehlen&Associates Project Engineer: Collin Bundy,PE Address: 400 Columbia Street,Suite 240 Vancouver Washington 98660 Phone: M: 360-693-1621 Email: collinb@kga.cc Project Name: Project Address: Seattle,WA Notes: 2.Selected Anchor Information Selected Anchor: Screw-Bolt+ Brand: DEWALT Material: 3/8"0 Low Carbon Steel Embedment: hef 1.75 in hnom 2.5 in Approval: ICC-ES ESR-3889 Issued I Revision: Nov,2019 Mar,2020 Drill Method: Hammer Drilled .Design Principles Design Method: ACI 318-11 Load Combinations: Section 9.2 User Defined Loads Seismic Loading: Tension D.3.3.4.3(d) Shear D.3.3.5.3(c) S2o= User Defined 4.Base Material Information Concrete: Type Cracked Normal Weight Concrete Strength 3000 psi Reinforcement: Edge Reinforcement None or<#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.25 in Length 6 in Width 2 in Standoff None Height 0 in Strength 36000 psi Profile: None Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DEWALT Design Assist 1.4.13.0 Page 2 Ver. ENGINEERED BY'Powers` 5. Geometric Conditions 587 0 0 r" co' 25 6 -. ,616 4 'd hmin 4.000 In cmm 1.500 in cac 6.300 in smin 2.000 in 6. Summary Results Tension Loading Design Proof Demand (lb) Capacity (lb) Utilization Status Critical Steel Strength 294.00 5674.00 0.052 OK Concrete Breakout Strength 587.00 1651.00 0.355 OK Controls Pullout Strength 294.00 878.00 0.335 OK Shear Loading Design Proof Demand (lb) Capacity (lb) Utilization Status Critical Steel Strength 308.00 1449.00 0.213 OK Concrete Breakout Strength OK Pryout Strength 616.00 2371.00 0.260 OK Controls Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist 1.4.13.0 Page 3 DEWALT Ver. ENGINEERED BY?OWe S' 7.Warnings and Remarks ANCHOR DESIGN CRITERIA IS SATISFIED • The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore, you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. • Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. Design Loads/Actions Z Nu 587 lb Vux 616 lb Vuy 0 lb N Muz 0 in-lb Mux 0 in-lb Muy 0 in-lb 411. V _i . �r Consider Load Reversal X Direction 100% Y Direction 100% • .tit,'',Myr li M�jv♦'X Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility v DEWALT Design Assist 1.4.13.0 Page 4 D EWALT Ver. ENGINEERED BY'?owers` 9.Load Distribution Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates (in) Shear X Shear Y X 1 293.50 308.0 308.0 0.0 0.000 1.500 2 293.50 308.0 308.0 0.0 0.000 -1.500 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility C-6 DEWALT Design Assist 1.4.13.0 Page 5 DEWALT Ver. ENGINEERED BY'Powers 10.Design Proof Tension Loading Steel Strength: t N ACI 318-11 D.5.1 p '• a 4. t d • v a Variables e, 4 4 4, Nsa (lb) N 8730.000 0.65 Results cPNsa = 5674.0 lb Table D.4.1.1 Nua = 294.0 lb Utilization = 5.2% Concrete Breakout Strength: t N ACI 318-11 D.5.2 V Equations e• ; . %4 Eqn.D-4 ''r ,I, ,I` Nfj Axcn , =k . • . • h, 1 s Eqn.D-6 Variables ANc (in2) ANcO (in2) ''ec,N ed,N ''c,N Tcp,N 43.313 27.563 1.000 1.000 1.000 1.000 eac (in) kc ?La f c (psi) hef (in) 6.300 17.000 1.000 3000 1.75 Nb (lb) cp (PSeis 2155.592 0.65 0.750 Results cpNcbg = 1651 lb Table D.4.1.1 Nua = 587.0 lb Utilization = 35.5% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist 1.4.13.0 Page 6 DEWALT Ver. ENGINEERED BY'?OWerS" Pullout Strength: 14. N ACI 318-11 D.5.3 ,, A Equations e' . : ,A y • Eqn.D-13 NPR= ,P ArP ' � Variables To, Np eq (lb) f c (psi) n 1.000 1802.007 3000 0.500 0.65 cps cis 0.750 Results 9Npn = 878 lb Nua = 294 lb Table D.4.1.1 Utilization = 33.5% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility _R DEWALT Design Assist 1.4.13.0 Page 7 DEWALT Ver. ENGINEERED BY'?0WerS 11.Design Proof Shear Loading Reference Steel Strength: V ACI 318-11 D.6.1 ` ' d e V Variables e- - V sa eq (lb) ip 2415.000 0.60 Results V sa,eq = 1449 lb Vua = 308 lb Table D.4.1.I Utilization = 21.3% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT Design Assist 1.4.13.0 Page 8 DEWALT Ver. ENGINEERED BY'?owers Pryout Strength: V ACI 318-11 D.6.3 4°. ' Equations . , • vµ,,,=iccp .Ncpg Eqn.D-41 A„ '`. Eqn.D-4 kiss= A ` 11rrt -k '. • °rn x„Iva=kc • • h r1-s Eqn.D-6 Variables ANc (in2) ANcO (in2) ec,N gied,N "1"c,N �cp,N 43.313 27.563 1.000 1.000 1.000 1.000 cac (in) ke Xa hef (in) f e (psi) 6.300 17.000 1.000 1.75 3000.000 Nb (lb) kep Ncpg (lb) tp 2155.592 1.000 3387.359 0.70 Results tpVepg = 2371 lb Table D.4.1.1 Vua = 616 lb Utilization = 26.0% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility r_1 n DEWALT Design Assist 1.4.13.0 Page 9 DEWALT Ver. ENGINEERED BY'?OWerS' 12.Interaction of Tension and Shear Loads.' Reference ACI 318-11 D.7 Equations Nu„ ua Eqn.D-42 + 1.2 Variables Nun Vua 'N 'l� 0.355 0.260 Results 0.513 < 1.0 Status : OK ANCHOR DESIGN CRITERIA IS SATISFIED41110 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility Hussmfinn® DD5X-LP Excel NSF Technical Data Sheet P/N 0511298_K O4 00 NSF® Certified July 2018 `r`` II . DOE 2017 © �jj Energy Efficiency �'' fir' Compliant t�'� '' 0 Scan QR code to „I Irm --WI T; access product �� F • • information on your �� ,Mi- 0 r_ ,rnimi �Jr mobile device. (yi _`� � We reserve the right to change or revise sir specifications and product design in connection O �' with any feature of our products.Such changes � ��' do not entitle the buyer to corresponding changes, © r. improvements,additions or replacements for equipment previously sold or shipped. Item Part# Description Wiring Item# Item Part# Description Wiring Item# 1 FAN ASSEMBLIES LAMPS AND BALLASTS 4 Ft,8 Ft& 12 Ft SHELF LIGHTING IS NOT AVAILABLE WITH Eco VISION DOORS. A. 12W Standard Energy Efficient Fan Assembly (1) C. Ballast, Electronic (3) 0477655 Fan Motor, Evaporator 0480130 2 lamps (BA.4481676) (MO.4410546) 0480131 3 lamps (BA.4481654) 0461805 Fan Blade(FB,4780446) 0480132 4 lamps (BA.4481677) D. Fluorescent Lamp (4) 6 Ft Only Replace with like fixtures A. 7W Standard Energy Efficient Fan Assembly (1) 0477654 Fan Motor,Evaporator LED FIXTURES AND POWER SUPPLY (MO.4410545) E. 0501213 Power Supply (EP.4481861) (5) 0142780 Fan Blade(FB,0142780) F. LED Canopy Fixture (6) Replace with like fixtures THERMOSTATS G. LED Mullion Fixture (7) B. Optional Adjustable Refrigeration Thermostat (2) Replace with like fixtures Datasheet-Excel-DD 5X-LP Note:Revision K:Updated lighting energy values.Other changes marked with a bar,circle or underline. ©2018 HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A. U.S.&CANADA 1-800-922-1919•MEXICO 1-800-890-2900•WWW.HUSSMANN.COM Spanish P/N 0533132 C-12 Engineering PHYSICAL DATA Merchandiser Drip Pipe(in.) IN Plan Views Merchandiser Liquid Line(in.) 3/8 Merchandiser Suction Line(in.) 7/8 Dairy & Delicatessen 07-2009 Dimensions shown as In.and(mm). DD5X A j., D • 3 In. Ik. B (77 mm) I 41 1/2 43 7/8 41 1/2 Required (1054) ---. ~ (1114) .-- (1054) —•-- ~4 1/2(115) Air Gap 1 ! 4 1/4(108) -►- •— 3 I'//////e//(//4/////7////////l////✓////////////////////////////////////////////////i T /4(121) Electrical _ _i 4 4 i r_ Stub U�Area r i ; 1 26 1/41 31 5/a 42 24 r �� Refrigeration T( 667 804 (612) j s x s 4 3/4(121) g ( ) ( ) (1067) (152x152) 1 Outlet I 1 30 1/4 8) i._._�_. �_1 l I (768) 33 1/2 Electrical 1( Waste -- Field r-�' Outlet r'} °t'f Outlet i''( (8+1) 641/2 Connection t Wireway j I--\ (1639) 26 1/2 Splashguard j� 8(203) (673) -* ►! 12 1/8(307) 22 1/2 i C .-I (572) __It--Clearance for Door Oplaning_j NOTE:Case-to-Case Electrical Connections are made IN FRONT OF SPLASHGUARD. FRONT 4ft 6ft 8ft 12ft General (A) Case Length(without ends or partitions) 48 3/8(1229) 72 3/8(1838) 96 3/s(2448) 144 1/2(3670) (Each end and insulated partition adds 1 112 in.(38 nun)to case line up.) Maximum 0/S dimension of case back to front (includes bumper) 42(1064) 42(1064) 42(1064) 42(1064) Back of case to front of splashguard 33 1/2(851) 33 1/i(851) 33 1/2(850 33 1/2(851)) Back of case to 0/S edge of front leg 30 1/4(768) 30 1/4(768) 30 1/4(768) 30 1/4(768) Distance between edges of external legs and center legs NA 29 1/2(750) 41 1/2(1054) 41 1/2(1054) Distance between edges of center legs NA NA NA 43 7/s(l 114) Distance between front legs and splashguard 2 3/4(70) 2 3/4(70) 2 3/4(70) 2 3/4(70) Electrical Service El (Electrical Field Wiring connection point) (B) RH End of case to center of stub up area 36 1/4(921) 60 1/4(1530) 84 1/4(2140) 132 3/8(3363) Back of case to center of stub up area 24(612) 24(612) 24(612) 24(612) Length of electrical wireway Wireway 26 1/2(673) 26 1/2(673) 26 1/2(673) 26 1/2(673) (C) RH End of case to LH end of wireway 42'/8(1070) 66 Us(1680) 90 1/s(2289) 138 1/4(3511) Waste Outlets(One each end) r�• (D) RH End of case to the center of LH waste outlet 36 1/4(921) 60 1/4(1530) 84 1/4(2140) 132 3/8(3363) RH End of case to the center of RH waste outlet 12 1/8(307) 12 I/s(307) 12 1/s(307) 12 1/8(307) Back 0/S of case to center of waste outlets 31 5/8(804) 31 3/8(804) 31 3/8(804) 31 5/a(804) Schedule 40 PVC drip pipe I 1/4(32) 1 1/4(32) 1 1/4(32) 1 1/4(32) Refrigeration Outlet 0 Back of case to center of refrigeration outlet 26 1/4(665) 26 1/4(665) 26 1/4(665) 26 1/4(665) RH end of case to center of refrigeration outlet 8(203) 8(203) 8(203) 8(203) 2 of 7 U.S. &CANADA 1-800-922-1919•MEXICO 1-800-890-2900 DDSX-LP Technical Da/t Sheet • Multi-deck with Doors, 5 Display Levels, Low Front Excel DD5X-LP Dairy & Delicatessen DOE 2017 Hussmann refrigerated merchandisers configured for sale for use in the United States Energy Efficiency Compliant meet or surpass the requirements of the DOE 2017 energy efficiency standards. Dimensions shown as in.and(mm). REFRIGERATION DATA Note:This data is based on store 42 3 In.(77 mm) temperature and humidity that does not DD5X-LP (1064) / Required exceed 75°F and 55%R.H. / Air Gap t , DDSX-LP§ DAIRY DELI 7 1/4(183) UNLIT LIT* PEG** �_ i!� Discharge Air°F 39 37 37 24 114 / Evaporator°F 34 32 32 (616) ■ / Unit Sizing°F 32 30 30 ■ ■ / a §Average evaporator temperature shown.Use ■ I / dew point for high glide refrigerants for unit a / sizing,Care should be taken to use the dew a point in PT tables for measuring and adjusting 53 1/2 ■▪▪z / superheat.Adjust evaporator pressure as needed (1359) ■ 61 1/4 / to maintain discharge air temperature shown. :g (1556) /',. 81 3/4 a DD5X-LP FRESH MEAT a (2077) UNLIT LIT$ /a a Discharge Air°F 35 33 / Evaporator°F 30 28 I a Unit Sizing°F 28 26 I' 30 1/4 C r _ ; (768) 0 // *Lit data is for canopy and mullion lighting. I• I / Hussmann recommends against using lit shelves t4 it L / with EcoVision Doors. 19 5/8 / 6 **Hussmann Peg Shelves(Deli only) (499) 1 3 5/s 4 FAN 1 52) (92) RageraaIion / (1� BIId/r/fi$ UNLIT 17 /4 ll t DD5X-LP UNLIT PEG* MEAT (438) .. PARALLEL 261 292 300 I t CONVENTIONAL 269 301 309 i i 4 3/4(120) $Add 10 Btu/hr/ft for lit. Electrical I Case to Case t — 26 1/4(665) —1"- Connections DEFROST DATA 30 1/4 (768) .- Frequency Hr 24 f 31 5/8(804) Defrost Water(lb/ft/day) 1.0 33 1/2(851) (±15%based on case configuration and 42(1064) product loading). OFFTIME DD5X-LP Estimated Charge**** DD5X-LP Time(minutes) 60 4 ft 1.9 lb 30 oz 0.9 kg ELECTRIC OR GAS Not Recommended 6 ft 2.81b 45 oz 1.3 kg 8 ft 3.7 lb 59 oz 1.7 kg CONVENTIONAL CONTROLS 12 ft 5.1 lb 82 oz 2.3 kg Low Pressure Backup Control ****This is an average for all refrigerant types.Actual refrigerant charge may vary by Cl/CO*** DDSX-LP approximately half a pound(8 oz/0.2 kg). 35°F/25°F NSF Certification Indoor Unit Only,Pressure Defrost Termination*** 40°F This merchandiser model is manufactured to meet NSF/ANSI ***Use a Temperature Pressure Chart to (National Sanitation Foundation)Standard#7 requirements determine PSIG conversions. for construction,materials&cleanability. P/N 0511298_K HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A.•WWW.HUSSMANN.COM 3 of 7 C-14 Excel DD5X-LP Dairy & Delicatessen Product Data Recommended Usable Cube' (Cu FtlFt) 9.39 ft3/ft(0.87 m3/m) AHRI Total Display Area 2(Sq FtlFt) 4.46 ft2/ft(1.36 in2/m) Shelf Area 3 (Sq FtlFt) 9.89 ft2/ft(3.02 in2/m) I AHRI Refrigerated Volume less shelving and other unusable space: Refrigerated Volume/Unit of Length, ft3/ft [m3/m] 2 Computed using AHRI 1200 standard methodology:Total Display Area,ft2[m2]/Unit of Length,ft[m] 3 Shelf surface area is composed of bottom deck plus standard shelf complement, as shown in the Hussmann Product Reference Guide.The standard shelf complement for this model is(4)rows of 22-inch shelves. ESTIMATED SHIPPING WEIGHT 4 Case Solid End 4 ft 6 ft 8 ft 12 ft (each) lb(kg) 860(390) 1070(485) 1310(594) 1560(708) 100(45) 4 Actual weights will vary according to optional kits included. P/N 0511298_K HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A.•WWW.HUSSMANN.COM 5 of 7 C-15 Hussmn n n® LifeLine Premier RLN LifeLine Premier Series NSF with INNOVATOR Doors or INNOVATOR III Doors Technical Data Sheet L P/N 0520878_J R NSF® Certified . January 2018 +: OPTIONS SHOWN: DOE 2017 , © •Lighted Facades Energy Efficiency C,i CO �. • Facade Arch Q1 I, , <, • Dry Goods Storage Compliant / ` • Bump Out Partitions Warning: 1 �-- ems:., We reserve the right to change �J or revise specifications and Terminal block41.1 T� product design in connection 4..: `" l with any feature of our products. NOT for O _`� = Such changes do not entitle the Obuyer to corresponding changes, wire connection! case-to-case O G \ improvements,additions or replacements for equipment previously sold or shipped. Item Part# Description Wiring Item# Item Part# (Qty) Description Wiring Item# FAN ASSEMBLIES,AND THERMOSTATS HEATERS(CONTINUED) A. 12W Standard Energy Efficient Fan Assembly (1) I. Drain Pan Heater-Electric&KoolGas (120V) (9) 0477655 Fan Motor,Evaporator(MO.4410546) 0387036 (1) 2 Door Models(HE.4850239) 0461805 Fan Blade (FB.4780446) 0387037 (1) 3 Door Models(HE.4850240) 0387038 (1) 4 Door Models(HE.4850241) B. 0474033 Standard Non-adjustable Defrost (2) 0387039 (1) 5 Door Models(HE.4850242) Thermostat(CT.4440726) C. Optional Adjustable Refrigeration Thermostat (3) LED FIXTURES AND POWER SUPPLY D. 0344662 Defrost Limit Thermostat(CT.4440261) (4) J. 0499399 Power Supply(EP.4481668) (10) E. 0461814 Relay Control Thermostat or (5) K. Door Lamp,LED Fan and Anti-sweat Heater Thermostat 050908300 4100K Center (BU.4441330) (11) (CT.4481296)(KG Only) 050908400 4100K End (BU.4441331) (12) RELAYS (Note:A complete list of vertical LED replacement lamps F. 0342598 Anti-Sweat Control Relay (6) can be found at Hussmann.condTechnica/InfoAndParts) (120V) (RL.4480238) L. Facade Lamp,LED (13) G. Ean Control Relay (7) 050919200 2900K 29.5 In.Length(BU.444141 l) 0342599 (208V) Electrical Defrost(RL.4480237) 050919300 2900K 30.5 In.Length(BU.4441412) 0342598 (120V) KoolGas Defrost(RL.4480238) M Dry Goods Lamp,LED (14) 050919900 3500K(BU.4441414) HEATERS KLU9600 Dry Goods Shelf,Lighted,Pearwood H. Electric Defrost Heaters-Front(208V) (8) (SH.4991645) 3015372 (1) 2 Door Models(HE.4850346) 3015373 (1) 3 Door Models(HE.4850337) 3015374 (I) 4 Door Models(HE.4850347) 3015375 (I) 5 Door Models(HE.4850323) Electric Defrost Heaters-Rear(208V) (8) 3015376 (1) 2 Door Models(HE.4850358) 3015377 (1) 3 Door Models(HE.4850359) Refer to INNOVATOR REACH-IN GLASS DOOR 3015378 (1) 4 Door Models(HE.4850360) INSTALLATION AND SERVICE manual, PIN 0425683, 3015379 (1) 5 Door Models(HE.4850361) for Innovator, lunovator II, and Innovator III door Data sheet-LifeLine RLN and frame replacement parts. Note: Revision J: Updated wiring diagrams on page 8 and 9. ©2018 HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A. U.S.&CANADA 1-800-922-1919•MEXICO 1-800-890-2900•WWW.HUSSMANN.COM Spanish P/N 0553632 C-16 Plan View Dimensions for LifeLine Premier RLN LifeLine Premier Options With Innovator Doors or Innovator III Doors Low Temperature Abbreviations: DG=Dry Goods section BO=Bump Out 2Dr 3Dr 4Dr 5Dr General (A) Merchandiser Length 62 (1575) 92 1/2 (2350) 122 7/8 (3121) 153 3/e (3896) **NOTE;Each solid end adds approximately 2 3/8 in(60 mm)to length of line up;each partition add approximately 2 3/4 in(70 mm); case to case joints can add approximately Us in(3 mm)for gasket material. (A) Merchandiser Length BO Includes 2 bump-out ends 66 (1676) 96 1/2 (2451) 126 7/8(3222) 157 3/8 (3997) (A) Merchandiser Length DG includes 4 ends and dry goods cabinets 92 1/2 (2350) 123 (3124) 153 3/13(3896) NA Maximum 0/S dimension of merchandiser back to front**" 39 3/4(1010) 39 3/4 (1010) 39 3/4(1010) 39 3/4 (1010) Maximum 0/S dimension of merchandiser back to front BO*** 51 3/4 (1314) 51 3/4 (1314) 51 3/4 (1314) 51 3/4 (1314) **"Includes bumper, Add 26 1/2 In.(673 mm)for door swing. Interior width of dry goods cabinet 10 3/4 (273) 10 3/4 (273) 10 3/4 (273) NA Interior depth of dry goods cabinet 12 7/8(327) 12 7/5(327) 12 7/8(327) NA Back of merchandiser to rear of splashguard 35 7/8(911) 35 7/8(911) 35 7/8(911) 35 7/e(911) Back of merchandiser to rear of splashguard BO 47 7/8(1216) 47 7/8(1216) 47 7/13(1216) 47 7/8(1216) Width of Skid rat 3 3/4(95) 3 3/4(95) 3 3/4(95) 3 3/4(95) Width of Bottom Front Support 6 (152) 6 (152) 6 (152) 6 (152) Stub-up area between front support and splashguard 3 1/e(79) 3 1/s(79) 3 1/e(79) 3 1/8(79) Electrical Service IIII (B) RH end of merchandiser to the center of nearest knockout 4(102) 4(102) 4(102) 4(102) (B) RH end of merchandiser to the center of nearest knockout BO 6(152) 6(152) 6(152) 6(152) (B) RH end of merchandiser to the center of nearest knockout DG 19 1/4(489) 19 1/4(489) 19 1/4(489) NA RH end of merchandiser to the center of LH knockout 58(1473) 88 1/2 (2248) 118 7/e(3019) 149 3/a (3794) Back 0/S of merchandiser with bump-out to center of knockout 49 5/8(1260) 49 3/s(1260) 49 5/a(1260) 49 5/8(1260) "NOTE:Electrical Field Wiring Connection Point is at terminal. Waste Outlet 0 (C) Right end of merchandiser to center of waste outlet 23 7/8(606) 54 1/4(1378) 46 1/4(1175) 76 5/e(1946) (C) Right end of merchandiser to center of waste outlet BO 25 Vs(657) 56 1/4(1429) 48 1/4(1226) 78 5/8(1997) (C) Right end of merchandiser to center of waste outlet DG 39(991) 69 1/2(1765) 61 1/2(1562) NA Back 0/S of merchandiser with BO to center of waste outlet 42 5/8(1083) 42 5/8(1083) 42 5/8(1083) 42 5/8(1083) Water Seal - —Q----F Edge of water seal to center of waste outlet 13(330) 13(330) 13(330) 13(330) Schedule 40 PVC drip pipe 1 1/4(32) 1 1/4(32) 1 1/4(32) 1 1/4(32) **NOTE:Field installed water seal outlets,tees,and connectors are shipped with merchandiser. Refrigeration Outlet E0 (D) RH end of merchandiser to center of RH refrigeration outlet 5 3/a(136) 5 3/a(136) 5 3/e(136) 5 3/a(136) (D) RH end of merchandiser to center of RH refrigeration outlet BO 7 3/s(187) 7 3/a(187) 7 3/a(187) 7 3/e(187) (D) RH end of merchandiser to center of RH refrigeration outlet DG 20 5/a(524) 20 5/8(524) 20 5/8(524) NA Back 0/S of merchandiser with bump-out to center of refrigeration outlet 40(1016) 40(1016) 40(1016) 40(1016) Outside bottom front supports from end of merchandiser 7(178) 7(178) 7(178) 7(178) Outside bottom front supports from end of merchandiser BO 9(229) 9(229) 9(229) 9(229) Outside bottom front supports from end of merchandiser DG 26 1/2(673) 26 3/4(679)RH 26 1/4(667) NA 37 1/2(952)LH Center bottom front support from Centerline 24(610) 24(610) 24(610) 24(610) Center bottom front support from Centerline BO 24(610) 24(610) 24(610) 24(610) Center bottom front support from Centerline DG 6 3/4(171)LH 8 3/4(222)RH 24(610) NA Distance between Center and Outside supports will vary P/N 0520878_J HUSSMANN CORPORATION • BRIDGETON,MO 63044-2483 U.S.A. •WWW.HUSSMANN.COM 3 of 10 C-17 Engineering LifeLine Premier PHYSICAL DATA RLN - RMN Merchandiser Drip Pipe(in.) 1 1/4 Plan Views Plan View Merchandiser Liquid Line(in.) 3/8 Reach-In 05-2010 Merchandiser Suction Line(in.) 5/8 2, 3,4 &5 Door Dimensions shown as inches and(mm). A 4 in.(102 mm)Required Air Gap C from Merchandiser Insulated Panel f 0/- to Wall or Flat Surface '/ / 1_,/ li I( / / / Jilt 'II/ / / / if I ii / / / / II/II / / / / - J f -1 I- rr �-- rT T-i 6 28 I I I Skid/ I I I I I I 37 5/a I I External I I I I (152) I I (711) 17 (956) I I Base I I I 48 I I Bottom I I 30 5/a I I 1 lFront (I B) --— I I -- I I (1219) I I Support) (77a) --i—i— —I--1—a---- ---a---1 I —� �. —.---J—L--- st�0utlet ---1 J --- 1 —L---- - 393/4 __ _ Refrigeration Outlet (10I10) _++ -_ Electrical eway_ — — -plashoard .-♦_ I ' 1 (see note ) i (see note**)Water Seal `~13/4 I Relay&Termina �' B' Block Location 13/4.- j 661/4 LLL (44) (as) w (102) 26 1/2 Front (see note) I (1683) I i (673) 5-Door Shown ---- — ---- — ---- — Door Swing i --- Clearance -(11 IBase 5-door merchandiser is shown above, without Bump Out, Dry Goods sections, Partitions or Ends. Illustrated below is a 4-door merchandiser with Dry Goods cabinets and Bump Out end partitions. Refer to chart on Page 3 for detailed dimensional information on options. Dimensions shown as inches and(mm). A N , I C 1 - 4 in.(102 mm)Minimum Air Gap I --15 1/4 (387) H from Merchandiser Insulated Panel 12 to/Wall or Flat Surface I (305) / / / int/ / / / / / / I/ / / l / / / / / t I II II 1II - III I 4 37 5/6 T Bottom I 6 I 28 I (956) Skid/ Front Su I I I I (152)I .rt_D— (711) (1010 39 3/) 7 External I pport 48 I I I Refrigeration I (1 8)I 12 /e Base)4.I , (1219) -+I ' 1 I Outlet ; 5 --- I-� 30 /s 3 L� 1 l_ T l L 78 51 /4 Waste ste Outlet h (327) Shelf -- --- - -1 `- Shelf --- t (1314) + Area Area - - _ .4",___. _Electrical Wlreway_ -plashguard_ _ I �-(see note*) 3 •J 3/4 ' / 1 /4 Water Seal Relay&Terminal 1 /4 B ---• 1/4 10 - . I4 (44) (see note*) Block Location (44) 78 1 (273) (102) I (see note) 261/2 (1988) 8) Front 1 4-Door Shown Door Swing (674) Clearance from Bumper 1 2 of 10 U.S.&Canada 1-800-922-1919 • Mexico 1-800-890-2900 LifeLine Premier RLN with Innovator Doors or Innovator HI Doors Technical Data Sheet C-18 LifeLine Premier Narrow Footprint Reach-in 2, 3, 4 and 5 Door Models LifeLine Premier RLN With Innovator Doors or Innovator III Doors DOE 2017 Low refrigerated merchandisers configured for sale for use Low Temperature Energy Efficiency in the United States meet or surpass the requirements of the DOE Compliant 2017 energy efficiency standards. Standard Reach-in configuration consists of Innovator I doors, REFRIGERATION DATA energy efficient fan motors,and EcoShine II LED vertical lighting. Note: This data is based on store tempera ture and humidity that does not exceed 75°F and 55% R.H• LifeLine Dimensions shown as inches and(mm). Premier See Page 4 FF iC AHRI RLN - RMN 37(94o) . for alternate Rating* 36 1/4(924) - facade heights. Discharge Air(°F) —5 -12 _-2 Evaporator(°F) —11 —19 —7 18 in.Arch Facade 4in.(102mm) �, Unit Sizing (°F) —14 —22 —10 Shown /� Required Air Gap 1t)5 /e 231125 2'/a Facade(installed Position) // 67) Installed ))a *With door A/S controller -✓ 2 /a (54) Facade(Shipping Position)/(87) Btu/hr/Door '_ __.____n__L1 1 INNOVATOR 1'1 �� 87i/2 Parallel 955 1065 910 � _! (2222) Conventional 970 1085 940 i---,_ / Shipped INNOVATOR III 8 \ Parallel 935 1035 (2089)1/4 ' (2108) Conventional 955 1055 ,� / §Average evaporator temperature shown.Use dew point for high glide refrigerants for unit s2Vz / sizing. Care should be taken to use the dew 67 (1588) — point in PT tables for measuring and adjusting Frame \ / superheat.Adjust evaporator pressure as needed to maintain discharge air temperature 65 1/2 (1864) �-z / shown. Door \ / 22 Shelf / DEFROST DATA (559) FF IC Frequency(hr) 24 24 / . —2361a(eoo)\ / Defrost Water(Ib/Dr/day)1.2 1.2 Refrigeration out14 . / (±15% based on case configuration and in r. product loading.) e1/4 AV,� Fan Coil / (159) % ,y � ELECTRIC FF IC 13'/e .VI ,, -•._ Temp Term (°F) 48° 48° I 43/4 t 1 .—. si (121) r r f Failsafe(minutes) 45 45 Electrical 3 7/8 I Electrical Stub-up Area f Field Wiring I (97) 1 I 28(711) - GAS Connection I ' 3o6/ (77) Duration (minutes) 20 20 is at Terminal 375a(956)1) Bump Out OFFTIME Not Recommended 12 39 3/4(1010) -°—(305)--"" ' 51 3/4(1314) CONVENTIONAL CONTROLS Estimated Charge*** Low Pressure Backup Control 2Dr 1.8 lb 29 oz 0.8 kg FF IC 3Dr 2.7 lb 43 oz 1.2 kg Cl/CO (Temp OF)** —18°/-34° —26°/-45° 4Dr 3.6 lb 58 oz 1.6 kg 5Dr 4.6 lb 74 oz 2.1 kg Indoor Unit Only, Pressure Defrost Termination (Temp °F)** ***This is an average for all refrigerant types.Actual refrigerant charge may vary by Not Recommended approximately 0.5 lb(8 oz/0.2 kg). **Use a Temperature Pressure Chart to NSF Certification determine PSIG conversions. This merchandiser model is manufactured to meet NSF/ANSI Anti sweat controls are standard for all low (National Sanitation Foundation)Standard #7 requirements temperature Reach in cases with Innovator I doors. for construction, materials&cleanability. P/N 0520878_J HUSSMANN CORPORATION •BRIDGETON,MO 63044-2483 U.S.A. •WWW.HUSSMANN.COM 5 of 10 C-19 LifeLine Premier RLN With Innovator Doors or Innovator III Doors Product Data Low Temperature Recommended Usable Cube I (Cu FtIDr) 22.80 ft3/Dr (0.65 m3/Dr) AHRI Total Display Area 2 (Sq FtlDr) 13.04 ft2/Dr (1.21 m2/Dr) Shelf Area 3 (Sq FtIDr) 28.50 ft2/Dr (2.65 m2/Dr) AHRI Refrigerated Volume less shelving and other unusable space: Refrigerated Volume/Unit of Length, ft3/ft [m3/m] 2 Computed using AHRI 1200 standard methodology: Total Display Area, ft2[m2]/Unit of Length,ft[m] 3 Shelf surface area is composed of bottom deck plus standard shelf complement, as shown in the Hussmann Product Reference Guide.The standard shelf complement for this model is (5)rows of 22-inch shelves. Product Data (Dry Goods Area Only) TOTAL Gross Usable Cube (Vohnne for 2 DG per merchandiser) 10.33 ft3/(0.29 m3) ESTIMATED SHIPPING WEIGHT 4 2 Dr 3 Dr 4 Dr 5 Dr Solid End(each) Standard Lifeline Premier Merchandiser(12-Inch Facade,no Arch) lb(kg) 925(420) 1167(529) 1578(716) 1945(882) 65(29) Standard Lifeline Premier Merchandiser(18-Inch Facade,no Arch) lb(kg) 935(424) 1182(536) 1598(725) 1970(894) 74(34) Lifeline Premier Merchandiser with Two(2)Bump Out Partitions (12-Inch Facade,no Arch) lb (kg) 1093(496) 1335(606) 1746(792) 2113(958) NA Lifeline Premier Merchandiser with Two(2)Bump Out Partitions (18-Inch Facade,no Arch) lb (kg) 1115(506) 1362(618) 1778(806) 2150(975) NA Lifeline Premier Merchandiser with Two(2)Dry Goods Sections,Four(4)Partitions(12-Inch Facade,no Arch) lb (kg) 1382(627) 1624(737) 2035(923) NA NA LifeLine Premier Merchandiser with Two(2) Dry Goods Sections,Four(4)Partitions (18-Inch Facade,no Arch) lb (kg) 1411 (640) 1658(752) 2074(941) NA NA Lifeline Premier Merchandiser with Two(2)Bump Out Partitions,Two(2)Dry Goods Sections,Two(2)Partitions(12-Inch Facade,no Arch) lb (kg) 1421 (645) 1663(754) 2074(941) NA NA Lifeline Premier Merchandiser with Two(2)Bump Out Partitions,Two(2)Dry Goods Sections,Two(2)Partitions (18-Inch Facade,uo Arch) lb (kg) 1452(659) 1699(771) 2115(959) NA NA Add 10 lb(5 kg) for Arch 4 Actual weights will vary according to optional kits included. P/N 0520878_J HUSSMANN CORPORATION •BRIDGETON,MO 63044-2483 U.S.A. •WWW.HUSSMANN.COM 7 of 10 C-20 HussmRnn® NSF LifeLine Premier RLNI LifeLine Premier Series with INNOVATOR Doors or INNOVATOR III Doors Technical Data Sheet P/N 0520880 J Serial Plate \ NSF® Certified January 2018 0 OPTIONS SHOWN: DOE 2017 0 ©J . • Facade Arch Energy Efficiency Compliant sue; . 4.a. i Warning' ` �_ ► '�1 We reserve the right to change `�� t! or revise specifications and Terminal block J 0 Front �', I.— product design in connection NOT for O with any feature of our products. Such changes do not entitle the case-to-case ©© © buyer to corresponding changes, improvements,additions or wire connection! replacements for equipment previously sold or shipped. Item Part# Description Wiring Item# Item Part# (Qty) Description Wiring Item# FAN ASSEMBLIES,AND THERMOSTATS HEATERS(CONTINUED) A. 12W Standard Energy Efficient Fan Assembly (1) I. Drain Pan Heater—Electric&KoolGas (120V) (9) 0477655 Fan Motor,Evaporator(MO.4410546) 0387036 (1) 2 Door Models(HE.4850239) 0461805 Fan Blade (FB.4780446) 0387037 (1) 3 Door Models(HE.4850240) 0387038 (1) 4 Door Models(HE.485024I) B. 0474033 Standard Non-adjustable Defrost (2) 0387039 (I) 5 Door Models(HE.4850242) Thermostat(CT.4440726) C. Optional Adjustable Refrigeration Thermostat (3) LED FIXTURES AND POWER SUPPLY D. 0344662 Defrost Limit Thermostat(CT.4440261) (4) J. 0499399 Power Supply(EP.4481668) (10) E. 0461814 Relay Control Thermostat or (5) K. Door Lamp,LED Fan and Anti-sweat Heater Thermostat 050908300 4100K Center (BU.4441330) (II) (CT.4481296)(KG Only) 050908400 4100K End (BU.4441331) (12) RELAYS (Note:A complete list of vertical LED replacement lamps F. 0342598 Control Relay (6) can be found at Hussmartn.coml Technical Info And Par ts) (120V) (RL.4480238) L. Facade Lamp,LED (13) G. Fan Control Relay (7) 050919200 2900K 29.5 In.Length(BU.4441411) 0342599 (208V)Electrical Defrost(RL.4480237) 050919300 2900K 30.5 ht,Length(BU.4441412) 0342598 (120V)KoolGas Defrost(RL.4480238) HEATERS H. Electric Defrost Heaters—Front(208V) (8) 3015372 (1) 2 Door Models(HE.4850346) 3015373 (1) 3 Door Models(HE.4850337) 3015374 (1) 4 Door Models(HE.4850347) 3015375 (1) 5 Door Models(HE.4850323) Electric Defrost Heaters—Rear(208V) (8) 3015376 (1) 2 Door Models(HE.4850358) Refer to INNOVATOR REACH-IN GLASS DOOR 3015377 (1) 3 Door Models(HE.4850359) 3015378 (1) 4 Door Models(HE.4850360) INSTALLATION AND SERVICE manual, PIN 0425683, 3015379 (1) 5 Door Models(HE.4850361) for Innovator, Innovator II and Innovator III door Data sheet-Reach-in RLNI and frame replacement parts. Note: Revision J: Updated wiring diagrams on page 8 and 9. ©2018 HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A. US.&CANADA 1-800-922-1919•MEXICO 1-800-890-2900•WWW.HUSSMANN.COM Spanish P/N 0553996 C-21 LifeLine Premier Engineering PHYSICAL DATA RLNI Merchandiser Drip Pipe(in.) 1 1/4 Plan Views Plan View Merchandiser Liquid Line(in.) 3/8 09-2009 Merchandiser Suction Line(in.) 5/s Reach-In 2, 3, 4 &5 Door Dimensions shown as inches and(mm). ' Clearance for Door Swing A 261/2 * C i1 (673) . B 1 Rear Relay&Terminal Block Location L �� Electrical Wireway g-m-' , Refrigeration Outlet _ • 1 , _ __ III I II I 3a I � I I 1 631/4 (3 a) — —� — — II ( ——I— P-1 6 — — }—— — (1607) Skid/ I 7 I External I 48 , 1.-: Bottom I I 1707608 (na)1 I Base I I (1219) l I I Front I ( ) I—— ——I' ——-'Waste Outlet —Li-1 Support I 1±——— DID a a -- - -- J-- - 72 /a s — Refrigeration Outlet —' (1638) Electrical Wirewa rL - �r Spalshguard _ice jr I —.�4 1 ' (see) note) Water Seal(see note**) t (102 1 a/4 Front Relay&Terminal Block Location 13/4 I C 261/2 (44) (see note) (44) B (673) Clearance for Door Swing Front 5-Door Shown .� t ) Base 5-door merchandiser is shown above, without Partitions or Ends. Dry Goods cabinets and Bump Out not available on island models. Refer to chart on Page 3 for detailed dimensional information on options. l l 2 of 11 U.S.&CANADA 1-800-922-1919•MEXICO 1-800-890-2900 LifeLine Premier RLNI with Innovator Doors or Iaaovator III Doors Technical Data Sheet i C-22 LifeLine Premier Narrow Island Reach-in 2, 3, LifeLine Premier RLNI 4 and 5 Door Models With Innovator Doors or Innovator III Doors Hussmann refrigerated merchandisers configured for sale for use Low Temperature Energy DOE 2017 Efficiency in the United States meet or surpass the requirements of the DOE 4r:Compliant'` 2017 energy efficiency standards. Refrigeration data is PER SIDE. Standard Reach-In configuration consists of Innovator I doors, REFRIGERATION DATA§ energy efficient fan motors,and EcoShine II LEO vertical lighting. Note' This data is based on store tam See Page 4 perature and humidity that does not Dimensions shown as inches and(mm). for alternate exceed 75°F and 55% R.H. Lifeline facade heights. Premier FF IC AHRI RLNI 661/2(1689) Rating* Discharge Air(°F)—5 —12 —2 t 18 in.Arch Facade Evaporator(°F) —11 —19 —7 231/2 Shown 1 Unit Sizing (°F) —14 —22 —10 (597) acade(Installed Position) Facade(Installed Posltlon)-�. 1 *With A/S controller 7 1 23 /2 105 /e 2 /e Facade(Shipping Position (597 (2689) (54) ( PP 9 ), I Btu/hr/door/side Instaled , ',,,�_= . am,=''"__�',,i t ' INNOVATOR I 'P4 to al °` Parallel 865 970 840 Conventional 880 990 855 INNOVATOR III Parallel 815 940 821/4 621/2 Conventional 830 960 (2089) (1588) §Average evaporator temperature shown.Use 67 62222) dew point for high glide refrigerants for unit (noz) Shipped sizing.Care should be taken to use the dew Frame point in PT tables for measuring and adjusting 651/2 superheat.Adjust evaporator pressure as needed (1664) 22 Shelf to maintain discharge air temperature shown, Door -t-- (559) DEFROST DATA `' FF IC 0.24(610) Aelrlgerd9on Outlet ...... .L 4 3/4 Frequency(hr) 24 24 (121) r Defrost Water(lb/Dr/side/day) 1.2 619) 4 i an Coil CoilFanlliti'' 1.2 (159)r (t 15% based on case configuration lily - t ' III and product loading). 13 1/e Electrical I . (333) i 31/2' Stub-up 9 1/e ELECTRIC FF IC (89) Area I. 113/4 (232) Frame0 i i Temp Term (°F) 48 480 Electrical (298) Field Wiring 60 Failsafe (minutes) 45 45 Connection 63 /4(1607) is at Terminal I, 70 (1778) GAS Electrical 72 3/8(1838) Stub-up Duration (minutes) 20 20 Area OFFTIME Not Recommended Estimated Charge per Side*** 2Dr 1.8 lb 29 oz 0.8 kg CONVENTIONAL CONTROLS 3Dr 2.7 lb 43 oz 1.2 kg Low Pressure Backup Control 4Dr 3.6 lb 58 oz 1.6 kg FF IC 5Dr 4.6 lb 74 oz 2.1 kg Cl/CO (Temp°F)*—18°/-34° —26°/-45° ***This is an average for all refrigerant types. Actual refrigerant charge may vary by Indoor Unit Only, Pressure Defrost approximately 0.5 lb(8 oz/0.2 kg). Termination (Temp°F)** Not Recommended **Use a Temperature Pressure Chart to NSF Certification determine PSIG conversions. This merchandiser model is manufactured to meet NSF/ANSI (National Sanitation Foundation)Standard#7 requirements for construction,materials&cleanability. P/N 0520880_J HUSSMANN CORPORATION •BRIDGETON,MO 63044-2483 U.S.A. •WWW.HUSSMANN.COM 5 of 11 C-23 LifeLine Premier RLNI With Innovator Doors or Innovator III Doors Low Temperature PRODUCT DATA IS PER SIDE. Product Data Recommended Usable Cube 1 (Cu Ft/Dr) 22.80 ft3/Dr (0.65 m3/Dr) AHRI Total Display Area 2 (Sq FtaDr) 13.31 ft2/Dr (1.24 m2/Dr) Shelf Area 3 (Sq FtlDr) 28.50 ft2/Dr (2.65 m2/Dr) AHRI Refrigerated Volume less shelving and other unusable space: Refrigerated Volume/Unit of Length, ft3/ft [m3/m] 2 Computed using AHRI 1200 standard methodology: Total Display Area, ft2[m2]/Unit of Length, ft[m] Shelf surface area is composed of bottom deck plus standard shelf complement, as shown in the Hussmann Product Reference Guide.The standard shelf complement for this model is (5)rows of 22-inch shelves. ESTIMATED SHIPPING WEIGHT d 2 Dr 3 Dr 4 Dr 5 Dr Solid End (each) Standard LifeLine Premier Merchandiser(12-Inch Facade,no Arch) lb(kg) 1204(546) 2320(1052) 3094(1403) 3868(1454) 110(50) Standard LifeLine Premier Merchandiser(18-Inch Facade,no Arch) lb(kg) 1244(564) 2380(1080) 3174(1440) 3968(1800) 110(50) Add 10 lb(5 kg) for Arch each side J Actual weights will vary according to optional kits included. P/N 0520880_J HUSSMANN CORPORATION • BRIDGETON,MO 63044-2483 U.S.A. •WWW.HUSSMANN.COM 7 of 11 C-24 H U B S fit R 11 f"Specialty Products IM-04-R IM-04-XN-R CD) .0. . Intenek Inlenek MEDIUM TEMP MULTI-DECK ISLAND TYPE II CONDITIONS-PRELIMINARY Isla•IM-04-(EN or CN)(XX)-R CASE MODULES IISLA)(CHINO) 095.all Hussmann M,IOnaled me,chandlsencon69ured for sale for use In the Untied Slate. euye ,meet or surpass the requnemenI,or,he DOE 20I 2 enargoefficiency Randalde IM-04-N R IM-C-NR Center Module,(IM-1-N R in-Imo t Module I Isla WOW Multi-Deck Self-Service Bla 5 ; IIIXI (ice II 15 1a. nrb(ap2, _ k - 0., (m, ®® ..;r 10 21 1 l 1?I 1zo,h� o � 45/e(117) (254) I29wI .JO (I a.eb '-' L. w< J ,L sire(162) 12 Amm'0e L (305) 1em Enn 63 (1sz) 14 50 w,P.ail (48) 111017 re (356) (1270) 1^29sr NO ) Yerler 3',4',6',6',6',io',12' 26.,n++,--I 71k(191) IM-E-NR End Module /J - - 1 s3/e(416) um 5 We) IM-04/05-CN -R T. F 17,. .1. 3 55a (� 101re J 26 s "R e,I «� 1n n (257) m4, Il0 n- 2� IM-04lOfi-CN()n-R q Lew _Lb... I_ A s7re (175) / 29we MA (1219I REFRIGERATION DATA: LEGEND TEMPERATURE('F) I VELOc17Y PAR-PARALLEL BOWIE CAPACITY*" . EST. GLYCOL DISCHARCASE USAGE (STUMRITOTAL) EVAPORATOR." UNIT SUING' (TS LIGHTS DELI, NEAT) CHRG, REQUIREMENTS MOTH CONV-CONVENTIONAL (Las) PAR CONV UNUGHTED TS LIGHTED LED.LIGHTED UNUGHTED T5 LIGHTED LED.LIGHTED PAR CONY (RAIN) GPM PSI N/A-NOT AVAILABLE 3' DELI/DAIRY 3600 4140 22 NA 21 20 NA 19 30 30 200-225 1.4 1.0 1.6 TBO-TO BE DETERMINED 4' DELI/DAIRY 4800 5520 22 NA 21 20 NA 19 30 30 200-225 1.9 1.3 2.8 MODULE NOMENCLATURE KEY: 5' DELI/DAIRY 6000 6900 22 NA 21 20 NA 19 30 30 200-225 2.3 17 4.4 IN= ISLA MODULE 8' DELI/DAIRY 7200 8280 22 NA 21 20 NA 19 30 30 200-226 28 20 2.1 04- SO*HIGH 8' DELI/DAIRY 9600 11040 22 NA 21 20 NA 19 30 30 200-225 3,7 2 7 3 6 E or C-END or CENTER CASE 10' DELI/DAIRY '12000 13800 22 NA 21 20 NA 19 30 30 200-225 46 34 54 (XX)-(MODULE LENGTH IN FEET) 12' DELI/DAIRY 14400 16560 22 NA 21 20 NA 19 30 30 200-225 5.6 40 41 9- '2'F less than evaporator for pressure loss In refdgerent lines REFRIGERATED SELF SERVICE MULTIDEC, ""'REFRIGERATION DATA CONTINUED: ""REFRIGERATION NOTES: EXAMPLE MoouLE. 40•NIGN, ELEC.THERMOSTAT/AIR SENSOR EPRSETRNGS CONVENTIONAL COMPRESSOR SETTINGS 1)TEST CONDITIONS:80'F/55%RH ENO&WIDE, FRIG SELF SETTINGS R22 R404A ROTA 2)SUBJECT'TO CHANGE BASED ON DESIGN CHANGES SERVICE IULTIDECK USAGE CUT IN FF) CUTOUT A2, R404A RIG7A CUTIN CUTOUT CUT IN(PSI) CUT OUT(PSN CUT IN(PSI) CUTOUTIPP) 3)ADD 10 BTU'S PER FOOT/PER SHELF OR CANOPY FOR OPTIONAL LED LIGHTS 1'FI (P910) (P910) (P80 IP9S DEU/DAIRY 28.0 28.0 45.4 58.3 44.7 40.0 100 40,0 10,0 40,0 100 """REFRIGERATION NOTES CONT: 4)SPECS DO NOT INCLUDE LIGHTS ELECTRICAL DATA: LIGHTING;120V INPUT VOLTAGE STANDARD FANS AND HEATERS 020 VOLT, t EVAP FANG TOTAL STANDARD T6 CANOPY T5 TOTAL HEATERS TOTAL EE FANS LIGHTS (DELI L.E.D,CANOPY LIGHTS T69HElF LIGHTS LEG.SHELF LIGHTS LED.TOTAL r u AIR SWEEP MODULE FANS ONLY) (DELI ONLY) LIGHTS LIGHTS GLANS ....sal HEATER LENGTH (DELI ONLY) GUNS HEATERS AMPS WATTS AMPS WATTS AMPS WATTS AMPS WATTS IROWS AMPS WATTS AMPS WATTS AMPS WATTS AMPS WATTS AMPS WATTS AMPS WATTS 3' 1 N/A NIA 0.30 18,0 N/A N/A 008 9.0 3 N/A N/A 024 270 N/A N/A 032 38,0 N/A N/A NIA NIA 4' 1 NIA NIA 0.30 180 NIA NIA 0.11 I20 - 3 N/A ' N/A 0.33 360 N/A N/A 044 48,0 N/A N/A N/A N/A 5' 1 • NIA N/A 0.30 18.0 N/A N/A 0.14 150 3 NIA N/A 042 450 NIA N/A 0.56 80.0 NIA N/A NIA NIA 8' 2 N/A N/A 0.80 36.0 NIA N/A 0.17 180 3 N/A N/A 0.61 54.0 NIA N/A 0.88 72.0 NIA N/A N/A N/A 8' 2 N/A N/A 0L80 380 N/A N/A 0.22 24.0 3 N/A N/A 086 72.0 N/A N/A 0.88 98.0 NIA NIA N/A NIA 10' 2 N/A NIA 0,60 36.0 N/A N/A 028 30.0 3 NW N/A 084 80.0 NW N/A 1.12 120.0 N/A N/A N/A N/A 12' 3 N/A N/A 0.90 540 N/A N/A 0.33 380 3 N/A N/A 099 108.0 N/A N/A 1.32 1440 N/A N/A N/A N/A ELECTRICAL DATA CONTINUED: DEFROST DATA: CONDENSING UNIT TERM, ELECTRICAL MODULE 208V 1 PHASE CONVENIENCE OUTLETS NODULE TEMP TORI IME DEFROST PER DEFROST DEFROST WATER LENGTH LENGTHOETRO8T TYPE TIME (MIN.) en TIME DAY 208V1 PHASE RS/DAYI COIL (MIN j AMPS WATTS 1GRLE'S VOLTS AMPS ONLY AMPS WATTS 3' N/A NIA N/A N/A N/A 3' OFF TINE 20 48 N/A 6 NW N/A 52 4' N/A NIA NIA N/A NIA 4' ' OFF TIME 20 48 N/A 8 5' NIA NIA NIA NIA NIA ` 5' OFF TIME 20 48 N/A 6 N/A NIA 65 6' N/A N/A N/A N/A NA 6' OFF TIME 20 48 N/A 6 N/A N/A 78 8' NIA N/A N/A NIA N/A 8' OFF ERE 20 48 N/A 6 NIA NIA 104 IS NIA NIA NIA NIA NIA 10' OFFEND 20 48 N/A 8 N/A NIA 130 12 N/A N/A N/A N/A N/A 12' OFF TIME 20 48 N/A 6 N/A N/A 156 OPTIONS/NOTES: Single point nrochandlcal connections Standard 50'height TX valves Black bumper and black Intedor Liquid Hand Valves PTh( Standard Shelves Upper Shelf 12';Bottom Shell 16' 122314 C-25 HUSSn1Ann ® NSF Freedom Line RFL with INNOVATOR Doors Freedom Line merchandisers are top mount or INNOVATOR III Doors refrigeration ready Low Temperature Technical Data Sheet P/N 3002316_F Dixell Control NSF® Certified Condensate April 2020 Pan with Heater Facade Lamp DOE 2017 Energy Efficiency o Compliant Door Lamp LED Fan c: Dixell Discharge Air Sensor TEV Defrost l Heater ` Defrost Limit Thermostat ice_ .... . Power Supply '� �� Drain Pan _'/ Heater Condensate Dixell Defrost Pump Fan Control Sensor Relay Warning: Terminal block NOT for .,. Scan the QR code on your mobile device case-to-case �� • to access additional product information wire connection! s a. . or order parts. r El • Parts may also ordered at: Refer to INNOVATOR REACH-IN GLASS DOOR ••�'v• palso besrdered t: om INSTALLATION AND SERVICE manual, PIN 0425683,for Innovator, and Innovator II door Call toll free: 1.855.487.7778 and frame replacement parts. We reserve the right to change or revise specifications and product design in connection with any feature of our products.Such changes do not entitle the buyer to corresponding changes,improvements,additions or replacements for equipment previously sold or shipped. Note: Revision F: reformatted data sheet per updated requirements, updated estimated charges, electrical, product data and wiring diagrams. Data sheet-Freedom Line RFL ©2020 HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A. U.S.&CANADA 1-800-922-1919•MEXICO 1-800-890-2900•WWW.HUSSMANN.COM Spanish P/N 3002319 C-26 Engineering Freedom Line PHYSICAL DATA RFL Merchandiser Drip Pipe(in.) 1 1/4 Plan Views Plan View Merchandiser Liquid Line(in.) 3(8 Reach-In Merchandiser Suction Line(in.) 5/8 3 & 4 Door Dimensions shown as inches and(mm). Freedom Line—Standard Plan View 4 Door i- A 4 in.(102 mm)Minimum Air Gap from Merchandiser Insulated Panel r C to Wail or Flat Surface 1.11(275). ' Maintain sir circulSron to reduce condensation 1 T / / >' T, / II / / / / / / / II II ll it IF II II I� I 1 T IT rr 1 T-T T7 - 20 I I I Skid/ I I I I 6 I 1 Top Mou4BedrialBox (tee) I I I External I I I I (182) I I Apprcxlnuta Lotion I I I Base I I I Bottom I I J 34 Ile (1Tc)t~ I I I I 48 Front I kyz/ (e79) I I I 1(1219) 1 1 _I--- j--r------4-1— W f 0 slat-'---4-+Ti- —BP°n+4--a'a- -- 43 1/4 I -1—L--- — ---LJ ---1�---- - (1111) Electrical Wireway , �-Spiashpard _ + WaterSeal-/ Relay 8 Terminal 70 1/4 (see note") Block Location I (1784) 26112 (C73) Clearance t Front--------------------- Door Swing 2Dr 3Dr 4Dr 5Dr General (A) Case Length(without ends or partitions) 62 (1575) 92 1/2 (2350) 122 7/8 (3121) 153 3/a (3896) **NOTE:Each solid end adds approximately 2 3/8 in(60 mm)to length of line up;each partition add approximately 2 3/4 in(70 mm);case to case joints can add approximately t/8 in(3 mm)for gasket material. Maximum 0/S dimension of case back to front 43 3/4 (1111) 43 3/4 (1111) 43 3/4 (1111) 43 3/4 (1111) (Includes bumper.Add 26 1/2 in.(673 mm)for door swing.) Back of case to rear of splashguard 39 7/13(1013) 39 7/8(1013) 39 7/e(1013) 39 7/a(1013) Width of Skidrail 3 3/4(95) 3 3/4(95) 3 3/4(95) 3 3/4(95) Width of Bottom Front Support 6 (152) 6 (152) 6 (152) 6 (152) Stub-up area between front support and splashguard 3 1/s(79) 3 1/e(79) 3 1/e(79) 3 1/e(79) Electrical Service SI (B) RH end of case to the center of nearest knockout 4(102) 4(102) 4(102) 4(102) RH end of case to the center of LH knockout 58(1473) 88 1/2 (2248) 118 7/a (3019) 149 3/e (3794) Back 0/S of case to center of knockout 41 5/a(1058) 41 5/e(1058) 41 5/a(1058) 41 5/a(1058) *NOTE:Electrical Field Wiring Connection Point is at terminal. Waste Outlet (t (C) Right end of case to center of waste outlet 23 7/e(606) 54 1/a(1378) 46 1/4(1175) 76 5/e(1946) Back 0/S of case to center of waste outlet 34 5/8(879) 34 5/8(879) 34 5/8(879) 34 5/a(879) Water Seal Edge of water seal to center of waste outlet 13 (330) 13 (330) 13 (330) 13 (330) Schedule 40 PVC drip pipe 1 1/4(32) 1 1/4(32) 1 1/4(32) 1 1/4(32) **NOTE:Field installed wafer seal outlets,tees,and connectors are shipped with case Refrigeration Outlet RH end of case to center of RH refrigeration outlet 5 3/a(137) 5 3/a(137) 5 3/a(137) 5 3/8(137) Back 0/S of case to center of refrigeration outlet 32(813) 32(813) 32(813) 32(813) Outside bottom front supports from end of case 6 3/4(170) 6 3/4(170) 6 3/4(170) 6 3/4(170) Center bottom front support from Centerline 24(610) 24(610) 24(610) 24(610) Distance between Center and Outside supports will vary 2 of 10 U.S. &Canada 1-800-922-1919•Mexico 1-800-890-2900 Freedom Line RFL with Innovator Doors Technical Data Sheet C-27 Freedom Line Reach-in Top-Mount-Refrigeration Ready Freedom Line RFC. 2, 3, 4 & 5 Door Model With Innovator Doors or Innovator Ill Doors Low Temperature Standard Reach-In configuration consists of Innovator I doors,energy efficient fan motors,and LEO vertical lighting. REFRIGERATION DATA DOE 2017 Hussmann refrigerated merchandisers configured for sale for use in the United States Note:This data is based on store temperature Energy Cpliaency meet or surpass the requirements of the DOE 2017 energyefficiency standards. and humiditythat does not exceed 75°F and 55% � Compliant 7 P 9 R.H. Provide adequate clearance for air circulation at rear to reduce condensation. FF IC AHRI Dimensions shown as inches and(mm). Rating* Note:Facade is field installed. Discharge Air(°F) -5 -12 -2 Electrical connection box, Freedom external supports,door Evaporator(°F) -11 -19 =7 Line handle and front raceway Unit Sizing(°F) -14 -22 -10 RFL may be removed to facilitate passage through door way. *With door A/S controller RFL Btu/hr/Door 7 X 10 X 21n INNOVATOR Electrical Field Connections Parallel 955 1065 910 41 I Conventional 970 1085 940 (1041)'l INNOVATOR III i Parallel 935 1035 •'t'• �0 iR Facade Shown �� 41n.(102 mm) :,20 Refrigeration Inten'ace and /��•— (508)., 2 1/8 Electrical Field Wiring // Required Air Gap Conventional 955 1055 to 1 (54) i Connection are at top. —./ ° 2 s/8(67) _ §Average evaporator temperature shown.Use dew 21 t / point for highglide refrigerants for unit sizing. (5331: (so0e)-�'� g g 4 ( / ;'102 id; # f ; (2604) : Care should be taken to use the dew point in PT . 1 .',.W p to : tables for measuring and adjusting superheat. 1,103 1/2; Adjust evaporator pressure as needed to maintain . (2629) : / discharge air temperature shown. 82 vs / 83 ve (toss) / (2111) DEFROST DATA 62 1/2 _,.., i FF IC rr (1586) / Frequency(hr) 24 24 65 1/2 '`' --_� Defrost Water(lb/Dr/day) 1.2 1.2 (1664) / Door / (±15%based on merchandiser configuration and 67 '.,_ / product loading.) (17o2) � Frame ELECTRIC FF IC I- / 27 7la / Temp Term(°F) 48° 48° (708 / Failsafe(minutes) 45 45 i _ 1 6 us Coil / GAS Not Available Fan 13 5/8(168) ._ �i OFFTIME Not Recommended af-P 3 tie I L51/4 Refrigeration data continued on page 4. (98)r—34 518(879) (133) 40(1016) 41 7/8(1064) - 43 Ire(1114) NSF Certification This merchandiser model is manufactured to meet NSF/ANSI (National Sanitation Foundation)Standard#7 requirements for construction,materials&cleanability. P/N 3002316_F HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A.•WWW.HUSSMANN.COM 3 of 10 C-28 Freedom Line RFL With Innovator Doors or Innovator III Doors Low Temperature REFRIGERATION DATA CONTINUED CONVENTIONAL CONTROLS Cut In Cut Out HPC(psig) 320 395 LPC(psig) 15 5 Working Charge, Total working charge with recommended Hussmann Air-Cooled condensing unit installed: 1 dr 2 Ibs, 5 oz / 1.04 kg 2 dr 6 Ibs / 2.72 kg 3 dr 6 Ibs, 8 oz / 2.95 kg 4 dr 6 1bs, 14 oz / 3.13 kg 5 dr 7 Ibs, 6 oz / 3.36 kg Total working charge with recommended HMDSLMT Water-Cooled condensing unit installed.' 1 dr 1 Ibs, 14 oz / 0.86 kg 2 dr 2 1bs, 6 oz / 1.09 kg 3 dr 3 Ibs, 8 oz / 1.59 kg 4 dr 4 Ibs / 1.81 kg 5 dr 6 Ibs, 10 oz / 2.99 kg i The total refrigerant charge includes the case and condensing unit. Both ship pre-charged with a portion of the total refrigerant. 4 of 10 U.S. &Canada 1-800-922-1919•Mexico 1-800-890-2900 Freedom Line RFL with Innovator Doors Technical Data Sheet C-29 Hussmann recommends against frame heater cycling Freedom Line R FL with Innovator doors or Innovator III doors to prevent With Innovator Doors or Innovator III Doors door seals from freezing to the frames and tearing. Low Temperature Electrical Data 2Dr 3Dr 4Dr 5Dr Number of Fans-12W 2 3 4 5 Amperes Watts Merchandiser 2Dr 3Dr 4Dr 5Dr 2Dr 3Dr 4Dr 5Dr Energy Efficient Evaporator Fan 120V 50/60Hz Innovator 0.60 0.90 1.20 1.50 36 54 72 90 Door Anti-sweat Heaters(on fan circuit) 120V 50/60Hz Innovator 1.50 2.30 3.00 3.80 182 273 364 455 120V 50/60Hz Innovator III 0.9 1.3 1.7 2.2 104 156 208 260 Frame Anti-sweat Heaters(on fan circuit) 120V 50/60Hz Innovator 0.78 1.18 1.57 1.97 94 141 188 236 Heated Condensate Pan 5.0 5.0 5.0 5.0 600 600 600 600 Condensate Pump 1.9 1.9 1.9 1.9 87 87 87 87 Defrost Drain Heaters(120V) 0.63 1.25 2.00 2.57 75 150 240 300 208V 10 Electric Defrost 6.72 10.08 13.46 16.82 1400 2100 2800 3500 Maximum Overcurrent Protection Device (MOPD) 20 20 20 20 ONLY LIGHTING CONFIGURATIONS THAT ARE COMPLIANT WITH THE U.S.DEPT.OF ENERGY(DOE)2017 REGULATION ARE AVAILABLE FOR SALE FOR USE IN THE U.S.A. Standard Vertical LED Lighting 2Dr 3Dr 4Dr 5Dr 2Dr 3Dr 4Dr 5Dr 120V 0.31 0.46 0.62 0.77 37.1 55.6 74.2 92.7 t Notes: 1. Single point electrical input for the RFL Freedom case requires a 208/230V connection at the top of the case for the case components,defrost heater,and optional field-installed condensing unit. 2. For total electrical circuit requirements refer to the condensing unit data sheet and include any optional components. A qualified electrician should perform all wiring in accordance with the NEC code and/or all local codes. Wire sizing must take into account the total distance from the electrical panel to the Freedom case. P/N 3002316_F HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A.•WWW.HUSSMANN.COM 5 of 10 C-30 Freedom Line R F L With Innovator Doors or Innovator III Doors Low Temperature Product Data Recommended Usable Cube 2 (Cu FtlDr) 25.14 ft3/Dr(0.71 m3/Dr) AHRI Total Display Area t (Sq FtlDr) 13.31 ft2/Dr(1.24 m2/Dr) Shelf Area 2 (Sq FtlDr) 29.32 ft2/Dr(2.72 m2/Dr) Computed using AHRI 1200 standard methodology: Total Display Area, ft2[m2]/Unit of Length, ft[m] 2 Shelf Surface Area and Recommended Usable Cube are composed of bottom deck plus standard shelf complement, as shown in the Hussmann Product Reference Guide. The standard shelf complement for this model is (5) rows of 26-inch shelves. ESTIMATED SHIPPING WEIGHT 4 2 Dr 3 Dr 4 Dr 5 Dr Solid End (each) Standard Freedom Line Merchandiser(18-Inch Facade,no Arch) lb (kg) 997(453) 1295(589) 1595(725) 1874(852) 55(25) 4 Actual weights will vary according to optional kits included. 6 of 10 U.S.&Canada 1-800-922-1919•Mexico 1-800-890-2900 Freedom Line RFL with Innovator Doors Technical Data Sheet C-31 Freedom Line R FL With Innovator Doors or Innovator III Doors Low Temperature TvW/SST 7 FRONT ST FANSOFAN RELAY CVJ oQgRA�� ,1.y R MI�II�RM NCDOOR A.S. CON _' '-- 208V i LL, FRAME A.S. LIGHTS I/ SWITCH THFRMOSTATS- DEFROST DAT OAR THE HEAVY UPES DRAWN INSIDE THE TERMINAL BLOCKS REPRESENT PERMANENT INTERNAL JUMPERS. 1 21 3 14i 5 16 1 I E 10 111213 4 17 20121 I22I24 25 61 £ z - I i OPTIONAL ANTISWEAT CONTROLLER II •L.—.—.—.—.—. DASH TRAL •�w:<n.-I • THE HEAVY UNES DRAWN OUTSIDE L._.—.—._._._. CC TROLLER • THE TERMINAL BLOCKS REPRESENT REMOVABLE EXTERNAL JUMPERS. ———— 3055656_J Electric Defrost Sequence-Low Temperature 1. Power from the defrost relay energizes Defrost Heaters and 208V Evaporator Fan Relay Coil(5). Relay Contacts open the fan circuit and energizes the Drain Pan Heater. 2. When Defrost Termination Thermostat ends defrost period,the defrost relay opens the Defrost Heater and Evaporator Fan Relay Coil Circuits. The Drain Pan Heater goes off and fans are on. P/N 3002316_F HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A.•WWW.HUSSMANN.COM 7 of 10 C-32 Freedom Line R F L With Innovator Doors or Innovator III Doors Low Temperature ---- 7PAP OPTIONAL BOTTOMTD NOW `r�'i is CONDENSATE P PE KM NC 01.1 I .YYi11A'1i/ OP11oNK PFIO MTNIFD KI 1a mPtt OffUONG ON TIE qT SFE 0,015 r — - - - - RPlUI O Trr i CO LCZI-1 U3 !O tN(im M( I © I ..-I..-• u 1 aracP rA¢� v MI il - MNAWWOCROpES El Mi -IN VRYIW/I---C .Aw O1=VAM nt wax INOS NBniWuvBrrwns[ In' I lEOu4�t`+A LINOS i CMn © n C ( ( ( 1 .J-77 ■a IvI m I. 1 a,'mum I , , O ' spas 1 o--;`-IIz . r Evsnml ----i pwMd e er� C .HII 9 8r� C ( ( ( — WON Om Em ABE IB 1� ? 5 _ NI Mt 6 I 6 (1 ai EOIm1L1E PM WA El I6 (U 1 I Z M lfllfl v ' r rn urr.riuE , m mg cn i �I"�� F ^ 11 CD L- -J I- - - - - - - - - CONNECT r ON ® ON TOP OTOP EETOS Fri I l o l MOANED +OP CASE Irl M_ t-F-1 ElC]ID� 0 I V 0 n., '''° iti :M 3055656 J X fM-.E�ro[I Single Point Wiring Diagram 8 of 10 U.S.&Canada 1-800-922-1919•Mexico 1-800-890-2900 Freedom Line RFL with Innovator Doors Technical Data Sheet C-33 • Freedom Line R FL With Innovator Doors or Innovator III Doors Standard Low Temperature Vertical — — Lighting LED �- cj "r-=°Y Fixtures f _.3 a ;_.-------_--- '_ - a - i i I ri Black • $ £ Termin•Block r I Mete s f� i 1,71 I —White 2 Door LED Light Wiring Diagram • as o '. i i _ aL' a I/-wreway 1 Black a z Terminal Block I e rile F � I t,7121 ' i Whde I iI 81ack Black I 3 Door LED Light Wiring Diagram U F- I $ — a g 0.p $ a a G r- E 4 . I-wreway Black - - g— 1 a 1>P Terminal Block I l i Wilde Il I i «_ —whael I Black Black . 4 Door LED Light Wiring Diagram g 1 I r r f' Br i War away Black na Teimnal Block I _ e Mack L � (—c .... I- t� 1 b Cal I I 1 Bleck i Bkock Black 5 Door LED Light Wiring Diagram WARNING All components must have mechanical ground,and the merchandiser must be grounded. R=Red Y=Yellow G=Green BL=Blue BK=Black W+White •=120V Power 0=120V Neutral 1=Field Ground mim=Case Ground P/N 3002316_F HUSSMANN CORPORATION•BRIDGETON,MO 63044-2483 U.S.A.•WWW.HUSSMANN.COM 9 of 10 C-34 Freedom Line R FL R= Red P= Purple 2P= Purple (2 Bands) With Innovator Doors or Innovator III Doors DB = Dark Blue BK= Black BL= Blue BR = Brown Y=Yellow OR =Orange W=White Low Temperature THESE ARE MARKER COLORS(WIRE MAY VARY). Optional External Facade LED Wiring 120V AC Light from Wireway Switch r I 0 - BK R—.-R t 0 0 � W BL-•-BL coI Power Supply 24V DC W I I I BK MI 20 OR 1 I OR Facade Light I I Assembly L I Terminal -BL- r-R �BL-• Block - BL �R� -- • R + •-R-4 Lights Connected in Series—Maximum of Five(5)Lights per Power Supply WARNING All components must have mechanical ground, and the merchandiser must be grounded. • =120V Power 0 =120V Neutral 1. =Field Ground mb„ =Case Ground 10 of 10 U.S. &Canada 1-800-922-1919•Mexico 1-800-890-2900 Freedom Line RFL with Innovator Doors Technical Data Sheet C-35