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OFFICE COPY RECEIVED ECEP 4 2 2021 a LYVER ENGINEERING AND DESIGN J�VSI°N 7950 SE 106th, Portland, Oregon 97266 Ph: 503.705.5283 Fax 503.482.7449 TroyL@Lyver-EAD.com www.Lyver-EAD.com VALIDI ' • THE ISSUANCE OF A PERMIT BASED N CO AND OTHER MEMO DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 TO: MR. CHRIS NELSON —ARCTIC HEATING FROM: TROY D. LYVER, PE/SE SUBJECT: COOLER AND/OR FREEZER BOX LATERAL ATTACHMENT MULTNOMAH, CLACKAMAS, AND WASHINGTON COUNTIES —ORE. LEAD PROJECT#17-075 DATE: AUGUST 17, 2020 CC: FILE The calculations contained herein are for the lateral connection of the proposed cooler and/or freezer boxes to a wood floor or concrete floor system. The design is based on a maximum 10 feet wide by 10 feet long by 10 feet tall box. We have design a connection anchor at each corner. If the box is longer than 10 feet, then the anchors shall be installed at a maximum of 10 feet on center. The design of the anchors is good for all locations within an existing structure and within the greater tri-county area of Portland, Oregon. I trust the information provided is adequate for review and acceptance. If you have any questions, please contact our office. Thank you. ¶ FF CE: COPY a , CITY OF TIGARD,.. �� REVIEWED FOR CODE COMPLIANCE ' Approved: I OTC: t I Moyc.uv� Permit#: p' e C a{ ,3 J -rnn 41 8 6 Address: jtc R 7 S' 7 9 Pt if RENEWAL DEC,31 20 Suite#: By: ) ! Date: 9" J A-11 . .- , . ; : I ; : ' . ; 1 ; : ! ; ; ' ' ' ; : ! i ; ' , ; ; ; : . : ; ' ; ; . : : , ; ; ; , , : ; • 1- -; i : ; ` -'; '- • ; ; -; : I ; t ; " ; : - -,' ;-! " J. , : f ;)_ . 04:F.;.....t;_(6). .............. : ' - ; 4 . ; 4 , i , • , -, 11.04,,i ', F..(7f1.- ' '...... -i ' .1 ..elit"./-.4 W. ).-.4.i i.vi*;,1 ' 1-6:ki*i-t-'-:1-i-t-' . . , . . „ 1 , i : a : ' ta i . ., ' '• j i i."10 -_.- ‹ ii—t r-t.c).)( 4 10 '4 _: :. : ; : : ...; ...i ! 4 4 4 , . -;---ilici'l:; - ''', (...0 A,..,1t,,,,,,,. wit I! —1 ; : ; ICr F i , j.. 4 14 --- '. - -- . : •f , -t- i t V'i i ) r, fat.) - , • , ! ; f , 4 ' - ----;- .;._:.....]__i_.[Ioi. :- I 1-) rti- o_r, 1.iii'- , . . _ . . E- I. 04-- . 1 -k-i-,*4 -1 i:-/s- 4itfri-4-i=4- . . . . , , „ ,. , , : ( : 11 -1 4 60.41 . :! °It-7" 4:)C;':'. L4444iik : , 4 : ' ; t:A:11.244-10:•)6i- :., 1 0,. -,1:42? I. '11) Ui 1 : ' 1 -' -', ' i 4 4 ; -; ;-041,r- ,t) '-‘-i 7, •, 1 . : ,e 4 4,,, ,) , 4 , . , 1 , , i ..:-.:,.., „,,,_, E7,-- , , ',Z-s =, 0 •‘',-11 'E r _Lipid , t i , , i_ i 11P.1 (/0)1k6) : : 1Z4=-6101; :t 1-; A..." -1---1.- -r i 0 Ir (ic ! Ctil) f 7.„)(.;)()) u•-•N.----.? • if t" IL (i) , s- .--t--:: li--:;- ' II.\I I;t1,0 7,0-6-) 4 " : ifi 4. ; -it ', . -; . .. ; ; ; ' ' 4 . H -` " 4 0 ; 4 PROJECT: DESCRIPTION: :,_ _-':.,.*--::' C C)°L tft— I 'FIT-Vet tft. &41S- • :,5• CUENT: a . . ,...., , ^ ENGINEER: ,!. LYVER ENGINEERING AND DESIGN 11111-/- roc, 0 7950 SE 106th, Portland, Oregon 97266 PROJtCl"NO. SHEET: : F-: 5437055283 Fa, 503 482 7449 Troil.M_ymr-E.-,8 c c-- _. .r:- E-:::,..- i'aft/ C °to" _ .... , ' 1 I . ' 4 ; „ ., . t . • L ..il J11... . ' --. i- JI .11t. ` ; 4 ' 4 4 I ' - ' : ' 4 : : ' ; -; 1 -'1- .. 1 1 , , __ . . , , , • t--- 1TI: , ; , . • • : ;-: : 1 : t -'; ' : 1 ' . , . . . 4 , „ 4 4 , ..I.. , . , 4.1S''7‘. 1 ji i '1.• 1 I 1 -..._. 4. ., L........1----I--1--_ ..--.__L.j_ I_ __ _ __ __ ____1.j_ 4-- --4-4-----4 ]- --;-; -64 ' r , . , L.. 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It ji t . ;;;; t I' c— 4 ; ; ; E;7 C ' Er ' ; ci E Er E •E'i r i E E E 7; E ; ; 4 ; ; 4 , , , . , . , , , 4 6 , , , " 4 DESCRIPTION: •, COOLet.a. 1 ftztc7.4.11.... 730c. CLIENT: .!. - PeCT, LT1 C.- ' OA : ENGINEER: i- LYVER ENGINEERING AND DESIGN 1 il 7950 SE 106th. Portland, Oregon 97266 PROJECT NO. SHEET: 5:37055283 F: 51D3 1E:-449 -'ci._'„.•e--E7Dcorn ,r.,;„ E4D.co;r, n -015- 5 0 SIMPSON Anchor Designer Company: Date. 3/17/2017 Engineer: Page: 1/4 strong-rie Software Project: Freezer Box Attachment Version 2.4.6025.1 Address: Phone: E-mail: 1,Project information Customer company: Project description: Customer contact name: Location: Customer e-mail. Fastening description: Comment: 2,Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete:Normal-weight Units:Imperial units Concrete thickness,h(inch):8.00 State:Cracked Anchor Information: Compressive strength,f (psi):2500 Anchor type:Concrete screw kti v:1.0 Material:Carbon Steel Reinforcement condition: B tension,B shear Diameter(inch):0.250 Supplemental reinforcement:Not applicable Nominal Embedment depth(inch):2.250 Reinforcement provided at comers:No Effective Embedment depth,he(inch):1.730 Do not evaluate concrete breakout in tension:No Code report: ICC-ES ESR-2713 Do not evaluate concrete breakout in shear.No Anchor category: 1 Ignore 6do requirement:Not applicable Anchor ductility:No Build-up grout pad:No hm.,(inch):3.43 (inch):5.14 Base Plate Cm�(inch):1.50 Length x Width x Thickness(inch):2.00 x 2.00 x 0.25 S (inch): 1.50 Load and Geometry Load factor source:ACI 318 Section 9.2 Load combination: not set Seismic design:No Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:No <Figure 1> - 6Yiflb Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Pashas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com lt�r 7 SIMPSON Anchor DesignerTM Company: Date: 3/17/2017 Engineer: Page: 2/4 Software Project: Freezer Box Attachment Version 2.4.6025.1 Address: Phone: E-mail: <Figure 2> 28001 111.7 't> cs ® ■ Recommended Anchor Anchor Name:Titer)HD®-1/4"0 Titen HD.hnom:2.25"(57mm) Code Report: ICC-ES ESR-2713 F.�.�j..u.. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility, 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax 925.847.3871 www.strongtie.com SIMPSON Anchor Designer TM Company: Date: 3/17/2017 Engineer. Page: 3/4 stro Tie Software Project: Freezer Box Attachment Version 2.4.6025.1 Address: e Phone: E-mail: 3.Resultino Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear^' load combined, N..(lb) Au.(Ib) V.ay(Ib) J1.ux)a+(Veer)=(ID) 1 571.0 200.0 0.0 200.0 Sum 571.0 200.0 0.0 200.0 Maximum concrete compression strain(%o):0.00 <Figure 3> Maximum concrete compression stress(psi):0 Resultant tension force(ID):571 Resultant compression force(Ib):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 '�! Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 x 4.Steel Strength of Anchor in Tension[Sec,D.5.11 Nee(Ib) td dN.a(Ib) 5195 0.65 3377 5.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) Nb=kcdeJf chat"(Eq.D-6) kc ,1, f,(psi) her(in) Ni,(Ib) 17.0 1.00 2500 1.730 1934 Oa=.0(ANa/ANco)Wsa,NY'aN'f'cp,NND(Sec.D.4.1 &Eq.D-3) Aft(in2) AN,,(in2) y',e,N 'f'a,N P"p,N Nn(Ib) +b Nth(Ib) 26.94 26.94 1.000 1.00 1.000 1934 0.65 1257 6.Pullout Strength of Anchor in Tension(Sec.D.5.31 yNA.,=OTc,P)..Np(fc/2,500)"(Sec.D.4.1,Eq.D-13&Code Report) y'c.P A a No(Ib) fc(psi) n 0 4/,fv"(Ib) 1.0 1.00 1676 2500 0.50 0.65 1089 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.9871 www.strongtie.com el efe SIMPSON Anchor Designer TM Company: Date: 3/17/2017 Engineer: Page: 4/4 Software Project: Freezer Box Attachment Version 2.4.6025.1 Address: I, Phone: E-mail: 8.Steel Strength of Anchor in Shear(Sec.D.6,11 Vaa(Ib) 0pow 0 4000Vaa(Ib) 2020 1.0 0.60 1212 10.Concrete Pryout Strength of Anchor in Shear(Sec.D.6.3) ¢Vcn=rlikcFNm=0kcv(ANc/A,v...o)7eaN.Pc.aY'cu.NNs(Eq.D-40) kcp Ae. (in2) Anm(in') T''e.n Y'c.a `Ycp.ry Ns(Ib) 95 bV�(Ib) 1.0 26.94 26.94 1.000 1.000 1.000 1934 0.70 1354 11.Results Interaction of Tensile and Shear Forces(Sec.D.71 Tension Factored Load,N,,(Ib) Design Strength,eN2(Ib) Ratio Status Steel 571 3377 0.17 Pass Concrete breakout 571 1257 0.45 Pass Pullout 571 1089 0.52 Pass(Governs) Shear Factored Load,Via(Ib) Design Strength,eVi,(Ib) Ratio Status Steel 200 1212 0.17 Pass(Governs) Pryout 200 1354 0.15 Pass Interaction check Nca/0Nn V.a/0V., Combined Ratio Permissible Status Sec. D.7.1 0.52 0.00 52.4% 1.0 Pass 1/4"6 Titen HD,hnom:2.25"(57mm)meets the selected design criteria. 12.Warnings -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 0.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3671 www.strongtie.com • • Simpson Strong-Tie'Wood Construction Connectors SIMPSON j Strong-Drive SDS • Strong-Tie Heavy-Duty Connector Screw i v The Simpson Strong-Ties Strong-DriveSDS Heavy-Duty ty Connector screw is a'/P diameter structural wood screw ideal for various connector installations as well as wood-to- •`�� Identification on all wood applications.It installs with no predating and has been • • 1 • ) SDS screw heads extensively tested in various applications.The SDS Heavy-Duty • , (1"x 3"SOS shown) Connector screw is improved with a patented easy-driving • I 4CUT"point and a corrosion resistant double-barrier coating. Features: Length The 4CUT" • The patented 4CUT point has a square core and serrated point reduces threads to reduce installation torque and make driving easier I installation torque with no predrilling and minimal wood splitting. and makes • Available with a double-barrier coating or in Type 316 driving easier° stainless steel.Carbon steel loads apply to corresponding • stainless steel models. Ow°° • %"hex washer head is stamped with the No-Equal sign - A j 0� ''- and fastener length for easy identification after installation. Thread ; 'J length - .y> �� • For fne 'hex bean c)n,-;er bit.order n,;:- - Material:Heat-treated carbon steel.Type 316 stainless steel Finish:Double Barrier(all lengths);Type-316 Stainless Steil • (11/2"thru 31/2"lengths) Strong-Drive® Codes:See p.14 for Code Reference Key Chart` Ye"x 3"SDS Heavy-Duty • Connector Screw ', . U.S.Patents 5,897.280 4. and 7.101,133 ;; a These products are available with additional corrosion protection.For more information,see p.18. `` Strong-Drive® SDS Heavy-Duty Connector Screw DF/SP Allowable Loads' SPF/HF Allowable Loads' Thread Fasteners Shear p00)' Withdrawal° Shear(100) Withdrawals Size Model Length per Woodside Plate' Steel Side Plate (100) Wood Side Plate° Steel Side Plate (100) Code n. Carton Rel. (In.) No. � ) • t4 ga. 10 ga. Wood air 14 ga. 110 ga. Wood or 7w SCL 16 ge. and or Steel 114" SPF LVL 16 ga. and or Steel 12 ga. Greater Side Plate 12 ga. Greater Side Plate ® Y x1K SOS25112 1 1,500 — — 250 250 250 170 — — 180 180 180 120 ® 1/2x2 SDS25200 1+/4 1,300 - — 250 290 290 215 — — 180 210 210 150 - ® %x21/2 SDS25212 11/2 1,100 190 — 250 390 420 255 135 — 180 280 300 180 m 1 x 3 SDS25300 2 950 280 — 250 420 420 345 200 — 180 300 300 240 15 ® 3/4x31/2 S0S25312 2'/4 900 340 340 250 420 420 385 245 245 180 L 300 300 270 L1. Ili '/4x41/2 SOS25412 2' 800 350 340 250 420 420 475 250 245 180 300 300 330 FL Y4x5 SDS25500 23/4 I 500 350 340 250 420 1 420 475 250 ! 245 180 300 300 330 V4x6 SDS25600 3% 600 350 340 250 420 420 560 250 245 180 I 300 300 i 395 111 1/4 x8 I S0325500 I 31/4 400 350 340 250 420 420 560 250 245 180 300 300 1 395 1.Screws may be provided with the 4CUT or Type-17 point. 6.Fasteners per Carton represent the quantity of screws that are available 2.Strong-Drives SDS Heavy-Duty Connector screws install best with a in bulk packaging.Screws are also available in mini bulk and retail packs. low-speed 15°doll with a Vs'hex-head driver. Refer to Simpson Strong-Tie Fastening Systems catalog(C-F-2017) 3.Shear values are valid for connections between two members with full at strongtie.com. thread penetration into the main member.For other wood side plate values, 7.LSL wood-to-wood applications that require 41°,5",6"or 8°SDS see Fastening Systems catalog(C-F-2017)at strongtie.com. Heavy-Duty Connector screws are limited to interior-dry use only. 4.Allowable loads are shown at the wood load duration factor of Co=1.00. 8.Where predrDing is required for Strong-Drive SOS Heavy-Duty Connector Loads may be increased for load duration per the building code up to a screws,predrill diameter is%?. Co=1.60. 9.Minimum spacing.edge,and end... . •_:distance requirements are 5.Withdrawal loads shown are in pounds Ob.)and are based on the entire listed In ICC-ES ESR-2236.For smaller spacing,please contact threaded section installed into the main member.If thread penetration Simpson Strong-lie Engineering. Into the main plumber is less than the Thread Length as shown in the table for GF'S-,reduce allowable load by 172 Ib,iin.of thread not in main member.Use 121 b./in.for SPF-'._. 32 e R i1dt.iiiSif . t1,,u.,„ , ` I • tlrS1L�T - . L1�'fT _ )o�ws-X' 1 'i- , 1_ � i. -L L 1 .L._i �{..©A J_4-r 1 l '.. : .1(]{f� H .' 'T •1 T)- , L : `t -ifs litS4`$(-� 1.1,' fox` ut i. , r, -. , .: tax ., : F{ ,� r .Cc r ;�' ' I r , , 1 I 1 I [ tl ps 6C..S.,E.,✓s IV: �o i ST . 'i 60 A-35 I . �y D - -- -- PROJECT: DESCPIPTIO : 6DD�z J F'i7•'E7 Cr...- C CLIENT: --LT1 C� _..___..-. DATE. ENGINEER LYVER ENGINEERING AND DESIGN -51 n1 i� ,,.. 7950 SE 106th, Portland, Oregon 97266 PROJECT NO. SHEET:9 Ph 503 705 5283 Fa, 503 482 7449 TrayL(✓Lyre--EAD.corn v:.r...Ly,er-EAD.ccn ;-7-(nr I,10r -h‘,3,R.,$4- M ty+ ,-e Hs ; ik. 13 t k. RECEIVEDISSA � 6c,J Av —TT3a.ea oP.' SEP 022021 CITY OF TIGARD i. 1 _ BUILDINGt IC AL - - .E t - ram:=- EGREE FAIN I)\ -,—r ^ _a—,. .___ e _ ram _ s _ i . _ . -� i � d� y EGREE PAtd .. . i 1. r '% _^: pp� r m e ', << : i' i - 1 4. 4 44111411.14 ; 1 CM RE;MAmmiW i u � 1r..v.�__._.... ._ _ maw kiritivionwr z .\\.441-- () 0 AREA OF WORK AND EGRESS PLAN 5 c_o( " 0 r vi o fey_. iKS-1-0,110. ; eve m� ±+AJ9 SA.( Lan�-okit'4-Pd fr1.�0. A(,- "iY\ -crt A.Z4 P SPECIFICATIONS: Refrigerated Solutions Group (1)Nor-Lake FAST-TRAK Walk-In Freezer 12'0"long.B'0"wide,7'7"high. 12' - Finishes: 26 Gauge Corrosion Resistant Stucco Embossed Coated Steel- Interior wall,Exterior wall,Interior ceiling .100 Smooth Aluminum-Interior floor (1)30"X 78"Walk-In Door left-hand swing Includes door closer,earn lift hinges(one spring loaded on r___1•_____I han wide and smaller tl Nnetic Rater wire, k handle with inside release,magnetic gasket,heater I double sweep gasket,LED vapor proof light,Heated Air Vent (standard on all freezer compartments)and NL508 combination CV digital thermometer and switch w/pilot light. 1 r - , I_ (1)30"Interior Ramp With Non-Skid Strips Applied To Top 4 (24"Deep) I wS a Ikr I C Refrigeration is"sized"for holding product only,that is; a0 our calculation is based on product entering at the same V$ � I N A temperature as the desired temperature of this walk-in. If you feel that this is insufficient,please advise. L — J i' (1)CPF15OJC-S-4-EV-10°F Operation,Capsule-Pak Refrigeration System,Indoor Only Ceiling Mount R-449A I ZN Refrigerant,208/230-1-60 Electrical,2.74 AWEF Rating.NEMA 6-15P Cord.11.1 Total Amps Wth Integrated Enviro-Control L (system capacity 4509 BTU's/hour al 90.0°F ambient �.--- 1 temperature.) (1)150 To 151 Series-Optional Five Year Extended Compressor Warranty -1 0° FREEZER (1)18 Month Labor/Service Warranty WITH FLOOR SMOOTH ALUMINUM FINISH (1)ORTAG&ORSOFT CHARGE • • Construction Approvals.NSF Approved.cULus and CSA Electrical,UL Flame Spread-25 and ULC Flame Spread-50 in accordance with ASTME-84.To comply with the US Energy Independence&Security Act of 2007,all walk-in doors • r "F -7 r opening into the ambient(indoors or outdoors)are required V to have a method for minimizing Infiltration when the doors h i are open.All RSG walk-in doorswill intudeaspringhinge 1 to comply with this standard by 1-1-09,however;to further minimize infiltration,RSG recommends the use of a strip yaty "' __ __ curtain or strip door for all exterior doors. NOTE:Indoor FINISHED VAPOR BARRER FRILL ® r -� T walk-in(s)must be In an environmentally cod I space. EXTERIOR DOOR INTERIOR FLOOR MUST RE BAIL POMP-ME*OR Relative Humidityshould be kept between 30%$D%, RNlKn LEVEL 30 Las.ASPHALT ELT OR P AwsM..Tm Hon T maintaining a Dew Point of 50°For less. snroxnxrvu Quotation is subject to change upon receipt of detailed 'GASKET _ cauexenon� I 9 P P INTERIOR RAMP n .8 specifications and/or refrigeration load information. HEATERWRE i9¢ Refrigeration sizing is based on maximum line runs of 100 iHREsram n ram= feet per system. NOTE:Walk-Ins sold into the state of as L '`- FLOOR PANEL California may require structural engineered drawings for • _ • . .. • - seismic review.If required,RSG can provide the required • .-. • y • • • o ' T MwauasLoe drawings and structural support.Please contact RSG for lead . a._ • n: •- •: time and pricing to meet this requirement. Local Codes: ^ ^ - t== Walk-Ins may need engineered drawings or special construction to meet local code approvals for rain,wind, INTERIOR RAMP FLOOR DETAIL ea, 00 8 1 seismic,and snow load approvals. If required,please I contact RSG for lead time and pricing to meet these requirements. iLpir VIEW-A- NOTE: Refngeration system(s)are subject to change due to ship date and availability NOTE INDOOR WALK-IN(S)MUST BE IN AN ENVIRONMENTALLY PLEASE RETURN THE APPROVED DRAWING50.S SOOSAS O POSSIBLE TO PREVENT ANY DELAY IN FABRICATION. APPROVED CUSTOMER: PITMAN REST EQ DATE: 05/14/2021 h.....- -- CONTROLLED SPACE.RELATIVE 0 APPROVED AS NOTED BETWEEN LOBE KEPT DESCRIPTION:MOTHER'S MILK SC:NITS BETWEEN 30%-60%,MAINTAINING IMPORTANT: 0 NOT APPROVED-RESUBMIT Refri.•rated Solutions Grou. A DEW POINT OF 50°F OR LESS. CHANGES MADE AFTER THE PRINT APPROVAL MAY SIZE: 12'0"x 8'0"x T-7" DRN BY: NM 891 COUNSY RD U,HUDSON,WI SaDt5 INVOLVE ADDITIONAL CHARGES AND THE POSSIBILITY SIGNED OF REVISED SHIPPING DATE IT+513es- ( DATE #: NL2118057JK-A APP BY: SPECIFICATIONS: Refrigerated Solutions Group (1)Nor-Lake FAST-TRAK Walk-In Freezer 12i'0"long,8'0"wide,7'7"high. 12' - Finishes: 26 Gauge Corrosion Resistant Stucco Embossed Coated Steel- Interior wall,Exterior wall,Interior ceiling 100 Smooth Aluminum-Interior floor (1)30"X 78"Walk-In Door right-hand swing Includes door closer,cam lift hinges(one spring loaded on 4 r1i�—._, 36"wide and smaller doors),NL9800 deadbolt key/padlock double sweep magneticoasght.heater wire, double sxaep gasket,LED vapor proof light.Heated Air Vent 00 ry ' (standard on all freezer compartments)and NL508 combination N digital thermometer and switch w/pilot light. r — , I =' (1)30"Interior Ramp With Non-Skitl Strips Applied To Top $ I}— 1 (24"Deep) EO I d I o 3) Refrigeration is'sized"for holding product only;that is; I m _ I fV V P1/ our calculation is based on productp entering at the same ill I O� tem erature as the desired temperature of this walk-in. If _ you feel that this is insufficient,please advise, L _ J ` 1)CPF150JC-S-4-EV-10°F Operation,Capsule-Pak ' • _ Refrigerationnt. System,/20- -60 Indoor Only 1,Ceiling Mount R-449A ry O) Refrigerant 208I230-1�Electrical,2.74 AWEF Rating,NEMA s CA 6-15P Cord,11.1 Total Amps With Integrated Enviro-Control r 1-------1 (system capacity 4509 BTU's/hour at 90.0°F ambient temperature.) (1)150 To 151 Series-Optional Five Year Extended Compressor Warranty 10° FREEZER (1)18 Month Labor/Service Warranty W TH FLOOR SMOOTH ALUMINUM FINISH (1)ORTAG&ORSQFT CHARGE Construction Approvals:NSF Approved,cULus and CSA Electrical,UL Flame Spread-25 and ULC Flame SpreadSO in accordance with ASTME-84.To comply with the US Energy Independence&Security Act of 2007,all walk-In doors ' opening into the ambient(indoors or outdoors)are required Alco to have a method for minimizing infiltration when the doors are open.All RSG walk-in doors will include a spring hinge r / to comply with this standard by 1-1-09,however;to further "rro minimize infiltration,RSG recommends the use of a strip N,yy ++ Fl, curtain or strip door for all exterior doors. NOTE Indoor FINISHED Vwrn9ARRER. PA•EL r---U-'-1 An walk-in(s)must be in an environmentally controlled space. ___ EXTERIOR 000R !MEMOS ROORMI6T BE 6 ML POLLETIDNERE OR TRxNSITIEVEL w Las SPHSLT FELT OR Relative Humidity should be kept between 30%-60%, No-°, NOT.- T maintaining a Dew Point of 50°F or less.weixenowx� Quotation is subject to change upon receipt of detailed SWEEP GASKET INTERIOR RAMP - _*+ ■ m specifications and/or refrigeration load information. HEATER WINE 1841 O Refrigeration sizing is based on maximum line runs of 100 THRESHOLD I-- ' feet per system. NOTE:Walk-Ins sold into the state of L E`; FLOOR PANEL (D California may require structural engineered drawings for aIr -' y • + e seismic review.If required,RSG can provide the required . e . + + • A + s Ua drawings and structural support.Please contact RSG for lead time and pricing to meet this requirement. Local Codes: , • Walk-Ins may need engineered drawings or special • construction to meet local code approvals for rain,wind, INTERIOR RAMP FLOOR DETAIL "L seismic,and snow load approvals. If required,please f contact RSG for lead time and pricing to meet these requirements. xrifox VIEW-A- NOTE: Refrigeration system(s)are subject to change due to ship date and availability NOTE:INDOORWALK-IN(5)MUST BE PLEASE THE APPROVED DRAWINGS AS S00S AS f IN AN ENVIRONMENTALLY POSSIBLE TO PREVENT ANY DELAY IN FABRICATION. O APPROVED CUSTOMER: PITMAN REST EQ DATE: 05/14/2021 CONTROLLED SPACE. RELATIVE O APPROVED AS NOTED -1^ HUMIDITY SHOULD BE KEPT IMPORTANT: DESCRIPTION:MOTHER'S MILK SC:NTS .{,, BETWEEN 30%-60%,MAINTAINING 0 NOT APPROVED-RESUBMIT Refri.erated Solutions Grou r A DEW POINT OF 50°F OR LESS. CHANGES MADE AFTER THE PRINT APPROVAL MAY SIZE: 12'0"x 8' 0"x 7'-7" DRN BY: NM 891 COUNTY RD U,HUO60N,WI. 54016 INVOLVE ADDITIONAL CHARGES AND THE POSSIBILITY SIGNED OF A REVISED SHIPPING DATE 715)386-2323 or(866) DATE #: NL2118059JK-A APP BY: PIKE COPY SPEC - FQlD State of 017,-. rode Concrote '1 Bolts Installec.; CI Special Cor4rete Frame CD Reinforcing ‘."rz.-.311-osning Steel Tendon Structural 1-fiGh•Stre7L• El Structure! El Reinforce . • El Insulal.iv:,:; 0 Spray A:T" .111?(t.sr,lA 0 Pilings, Driiled Evan; Shotcrete E! Special Graf:lin:I PxcavAilen arid Fbng U Smoke-Cocas'.3ys1is C3 Other Inspectiurz: