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HomeMy WebLinkAboutPermit M11-161 - SEATTLE'S FAVORITE COOKIESEATTLE'S FAV0RI'1'E COOKIE 943 INDUSTRY DR Mi 1 -161 City olkukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 2523049034 Address: 943 INDUSTRY DR TUKW Project Name: SEATTLES FAVORITE COOKIE Permit Number: M11 -161 Issue Date: 12/12/2011 Permit Expires On: 06/09/2012 Owner: Name: WALTON CWWA TUKWILA 1 LLC Address: C/O CTMT - WALTON RE TAX , 4678 WORLD PARKWAY CIR 63134 Contact Person: Name: ED DENN Address: 935 INDUSTRY DR , TUKWILA WA 98188 Email: EDDENN @MSN.COM Contractor: Name: MCCLOSKY'S REFRIGERATION Address: 9026 112 DR SE , SNOHOMISH WA 98290 Contractor License No: MCCLOR *96209 Phone: 206 -574 -0577 Phone: 425 - 879 -1833 Expiration Date: 10/24/2012 DESCRIPTION OF WORK: ERECT 29' -10" X 23' -6" WALK -IN FREEZER PANELS AND INSTALL REFRIGERATION EQUIPMENT INCLUDING PIPING AND CONDENSATE PIPING. MOUNT COMPRESSOR/CONDENSING UNIT ON ROOF -TOP. LEAK TEST, EVACUATE, CHARGE WITH REFRIGERANT, START AND TEST. Value of Mechanical: $14,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $355.06 International Mechanical Code Edition: 2009 Date: I hereby certify that I have read an ex• ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli: d wi whether specified herein or not. The granting of this permit d es not construction or the • -�•��'^r�ce of wor back of this pe thority to violate or cancel the provisions of any other state or local laws regulating d to sign and obtain this mechanical permit and agree to the conditions on the /� Signature: Print Name: Date: /2_ /2©/ l This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M11 -161 Printed: 12 -12 -2011 PERMIT CONDITIONS Permit No. M11 -161 1: ** *BUILDING DEPARTMENT CONDPTIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDTITONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. (Install an enviornmentally appropriate heat detector(s) in the walk -in freezer.) 12: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 13: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 15: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 17: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M11-161 Printed: 12 -12 -2011 CITY OF TUKWIL4 Community Developmen partment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** �/ %� �- King Co Assessor's Tax No.: Site Address: 77 in du sfir y v ri i t(,(k s l& &Ci.. dam' Suite Number: Floor: Tenant Name: Seattle s FAA/or-it' Coke S New Tenant: ❑ Yes ®.. No C,XpG.rtcei. 1vifio Q- `�ce4tS,a :t.6Y3 o7S'o �:r t wit a . Name: s e cL vt itj f Address: qR. I A4us1t Name: Via rta rl, CtjJWA. ft,.tfr„ f,it 1 L..1.#6., Address: po tio, 610,1 ro Prole C7 y 0577 D-0(3 Fax: S7 S�W y7 Email:P A OPr/ln 0 MS Ai . r 614 , City: l...a ) Z Avualtie c State:. j.. Zip:7006o_ o7S'o �:r t wit a . Name: s e cL vt itj f Address: qR. I A4us1t j� Vri,fe Contr Reg No.:MCCLQ� q6 20i Exp Date:, c� 2 � 2. / ` Steer Zip: 01,003 City: ` \ k i l0. k v� Prole C7 y 0577 D-0(3 Fax: S7 S�W y7 Email:P A OPr/ln 0 MS Ai . r 614 , Company Name: r [�� \ CCtos.kt S A i,c era tOK Address: ?2 r S— scol V t e al ii.oe SV 2 City: State: , . ! Zip: g129 q G-�1 W � 0 Phone:, (2S g7 Cj [ 33 Fa' 60) 7Q 3 q k$ Contr Reg No.:MCCLQ� q6 20i Exp Date:, c� 2 � 2. / ` Tukwila Business License No.: Valuation of project (contractor's bid price): $ / V C,b, ©C1 W" tt tt. Describe the scope of work in detail: (reef- L.-_.. 9 (b N X 23 c rx [ [ 04 4 N stall of r i cie rar i p In p tvve .t t 1 ittcr t v Pip p P a M,oU,At (so JVl�fes CaA(1,2A5 t U,11, t 1 giL1 fcY 4 heo, 9rcL t1, S 1rt 6-Act iiPs Residential: New ❑ .0 " Oce..11X Freez r pri.nglA celvIciep Stele p.pi0.3 Stt Q1�C?�-IJct.5e'j cko,r9e t ttk Use: Replacement Commercial: New Replacement ❑ Fuel Type: Electric El Gas ❑ Other: H: \Applications\Forms- Applications On Line \2011 Applications\Mechanical Permit Application Revised 8 -9 -11. docx Revised August 2011 bh Page 1 of 2 Indicate type of mechanical work being inn led and the quantity below: Unit Type Qty s: ' Furnace <100k btu Furnace >100k btu 3 -15 hp /500,000 btu Floor furnace I Suspended/wall /floor mounted heater Appliance vent 30 -50 hp /1,750,000 btu Repair or addition to heatirefrig/cooling system Air handling unit <10,000 cfm di 4 470 btu, ;..Unit Type Qty:; Air handling unit >10,000 cfm 3 -15 hp /500,000 btu Evaporator cooler I Ventilation fan connected to single duct Ventilation system 30 -50 hp /1,750,000 btu Hood and duct Incinerator — domestic Incinerator — comm/industrial di 4 470 btu, • t . Unit'T '1. :+ ype `Qty Fire damper Diffuser 3 -15 hp /500,000 btu Thermostat I Wood/gas stove Emergency generator 30 -50 hp /1,750,000 btu Other mechanical equipment 50+ hp /1,750,000 btu ABoiler /Compressor•. . `Qty 0 -3 hp /100,000 btu 3 -15 hp /500,000 btu I 15 -30 hp /1,000,000 btu 30 -50 hp /1,750,000 btu 50+ hp /1,750,000 btu di 4 470 btu, i Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: � /1 Date: // ' O 7 ( Print Name: '-h d vvt - C-C 10 Day Telephone: 7 q 33 Mailing Address: ?.2 6 //am. C � pe evJ Su J ud Gt vl V)c c0 a iY City State Zip H,1Applications\Forms- Applications On Line12011 ApplicationsV4echanical Permit Application Revised 8-9-11 docx Revised: August 2011 bh Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.Tukw ila WA .gov Parcel No.: 2523049034 Address: 943 INDUSTRY DR TUKW Suite No: Applicant: SEATTLE FAVORITE COOKIES RECEIPT Permit Number: M11 -161 Status: PENDING Applied Date: 11/10/2011 Issue Date: Receipt No.: R11 -02469 Initials: User ID: Payee: WER 1655 Payment Amount: $355.06 Payment Date: 11/10/2011 04:18 PM Balance: $0.00 BOB PETERSON (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02397G ACCOUNT ITEM LIST: Description 355.06 Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 284.05 000.345.830 71.01 Total: $355.06 doc: Receipt -06 Printed: 11 -10 -2011 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R+ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje y T pe of Inspection: Address: , at13 S`�- D e Call d: r X 31- c� (t A 7 -EAs Special Instructions: Date Wanted:. ( /g;a: n �p-(n �/-- (1/ Requester: P one No: • Approved per applicable codes. a Corrections required prior to approval. COMMENTS: IL) Li6 Ef- 'T■11 PkrA...Gt . Ad is 7 iosc -t v,.nJJ i C.P.. < <4 J' p el- ilViT-1-6 kkp Dio 'Inspector: lOate? REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • • INSPECTION RECORD Retain a copy with permit . INSPECTION NO. PERMIT NO. • CITY OF' TUKWILA BUILDING DIVISION 6)1( 6300 Southcenter Blvd., #100, Tukwila. WA 98188 to, (206) 431 -3670 Permit Inspection Request Line (206) 431 - 2451 ~ - 4:: Project: Type of Ins pgstion: 1 Add e$s:^� ......_ /� �S ,J. �(�w f Date alle It C0 Special: InsYrucfions: Date Wanted:. �+ i `""_ a.m. .tp1 iT L' Requester: Pho oo s-74 - . a,Approved per applicable codes. • • • 11.Corrections required prior to approval. COMMENTS: r-6400 "rye A LJA.aer y ,�- /.ae ri s e Imp-ctor: Dater -. 'n P '"1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must'be paid: at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: $ ,-: ,,,, 4-4-tc, / C,4) ,-cy. Y .,:, c-. -/t - e-- Type of Inspection: i-::".„---2_ .1-.) 7, - , , G i :-1,0 / .". 7 ' 4 4,- I Address: e2; 4.-4' -1," 7 Suite #: (- 1 ' ' ' • 7 ,:),17 , Contact Person: Special Instructions: / Pre-Fire: Phone No.: I vl Approved per applicable codes. Corrections required prior to approval. COMMENTS: / Sprinklers: Date: f - . F Hood & Duct: — — Monitor: / Pre-Fire: / ...Ie. .." ''''' , ,,,,Tr,e- 7,-,-,. • ,,,,...,,,,,,,- i ,;:., ,e,. .,..- _... ,... _...,.... _.- ,...___ • Needs Shift Inspection: / Sprinklers: Date: Fire Alarm: F Hood & Duct: / Monitor: / Pre-Fire: / Permits: , Occupancy Type: / Inspector: 1-e:/e.1 e; !.." Date: --)., //z_._ Hrs.: / i grig $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 'the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Site Plan FILE COPY Penult No.. Build ng 29 Tukwila Com erce Center Seattle's Favorite Cookies 935, 939, 941, 943 Industry Drive Tukwila, WA 98188 1111- I gel REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2011 City of Tukwila BUILDING DIVISION N 1 RECEIVED NOV 10 2011 T TER Office 29' ID New Freezer Ceiling Height Inside 10' 8" I23'6"OD 22'8 "ID Evaporator t7ra;h I-; rte. 941 Bathroom 943 Bathroom 941 Lobby Refrigerant ?ipi6.5to i%at Top CoAns11 Uar tee[ QGS� tEeatT4pe on d�a�n �ine 943 Seattle's Favorite Cookies 943 Industry Drive Tukwila, WA 98188 PlammeAt oT CoAleosiv j Unit over Stee ( Mast S- Qeparfiv1.9 Beams of cooT Si- c uetw- \\ (00.AOor knit`) €fts% S&fifles fc)orit (ooIres tOc621-tovi of�racpM,ewt- o✓t roof 'Ooo17AO wog 11,14. 000,E -ri) z""3.1, al 0 C F 0 o 0 m o �.; v`c' To m< ti 0- • mom rn C7c K ® c ni �C7 o ;CO ®nofl if m CD 2/ `5 `'�Q Irrn si-7 N.bt(‘ - A- s tkiS)(11Lri )1 .‘..Nt'(‘ o`er 3 164rA 9A� • 1 1 1 pl” • irimmemw 1 • s' 1 • • .6' sa�V'fo�� 5 V1/2) S CC. 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' ' • 1 \ ' • • _.,.... • ' .1 ,,,. 1 • •1 c,,, l, i, • -1.: • 4 •J 4.;Cd 11:1414 -A (,- 1F ./1 • -:"; ••••■,..111 ; 117P: !I-nil 4 trill..0g.• ja.:A ••••1 40—.'"es ri;inJ -a-az 1-31 ion 4171; • • • • ' 1 • 7-- , r•,,na ■11,,31.? , • • :109/Pir• ' ty 4 • . ' r)••,1 r• r4 . al-re; larprod,1 1 • ' I amito TeiAr1.41711#,i, chntc ."/ -Cara-3. • !ItO • ' f•11.4 •r...s,i4trt is ;au M44 , 1 I - • ., • •-„, :•• •:"'• 1....1,13 • -24 rr .41.72 111111MIILMS • ,, 18? • I*. r T1 ('44 ,;•5-77.; 11•11:1111•111111111■ • I •• • .101t 4). AR: roJj f .. 44 I 11 • - • 00 • Go 1\ • —1:■• 4 4'1•. 00 00 Do 00 3 74 1 a, - - DO IIIMOMMIMINIIMMIN11.111 t 11,*" Ck.,F _ al a 413,74Z,ri I .1' 1.1 • - I _ _ • I1O 446 0.0.A1 o RP ciLagre, WA.L. e6t094 ' I , 6. 0' •••)- z F71- TracE7 641 00 0 b. • 1 4•4 74 e ..s •,••". A. • REDING A kOCF. WALL SECTIONS SHEET. NO OF • • 145 :Vii%1C° f% Km% • PANEL JOINT j 1" (4) #10 X 1 1/4" TRUSS HEAD 22 GA. 2 "X1 "X5" 22 GA. 1 1/2" X 4 1/4" ANGLE CLIP a Q a X 5/8" PANEL FLOORS TO CONCRETE X 5" WHEN ADJACENT TO BUILDING WALL I /IIIIII a - o PANEL JOINT RECEIVED CITY OF TI !MLA DEC 0 o 2011 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2011 City of Tukwila BUILDING DIVISION CORRECTION QTR #. Hodge engineering inc. FILE C �.PY Perm6t No. RE: 935 Industry Drive Hodge Eng. Project # 11.0406 Gravity Load Engineering 11.10.11 Letter # 11.0406A REVIEWED FOR CODE COMPLIANCE APPROVE DEC 12 2011 To Whom It May Concern: City of Tukwila BUILDING DIVISION At the request of the builder I have visit- • e- bYlitding- af`9351n ustry Drive in Tukwila to review the structure for the addition of a 1275 pound condensing unit for Seattle Favorite Cookies. The site review was 11/9/2011. The 72 "x41 "x37" condensing unit weighing approximately 12751bs and sits atop a 3- 1/2"x3-1/4" steel column which supports a 5 -1/8 "x21" GLB beam. The centroid of mass from the Condensing unit is in line with the axis of the steel column. The critical member is the existing 3- 1/2 "x3- 1/2 "x1 /4 "x 12' tall column. The tributary roof area supported by the column is 12'x75/2' = 450 square foot. This is equivalent to 20,250 pound at full snow loading of 30 psf. The steel column is 49% loaded in design with 20,250 pounds. The column can accept the additional 1275 pounds of the condenser. The steel column adequately supports the condensing unit in gravity design. This is a typical installation for this structure. See attached builder provided sketch of the area in question, applicable original drawings, and steel column calculation. Please co t -c Wit any questions regarding this project. RECEIVED NOV 10 2011 PPRMITC NTFR Hodge Engineering, Inc. John E. Hodge 1'. E. 2615 Jahn Ave NW Ste. E5 Gig Harbor, WA 98335 (253) 857 -7055 Fax (253) 857-7599 SJ'k 6 4"1‘ktulo'- S 3S''x's S IC 2 Sr 1 eI 23'C • • • 4'/k4 feee( i • 2." 4`t ,, 0 4,1o%v; fo4 p cope) v.to. *1 Sh co i IC 'IC4:;)0/4 E :FIVE® NOV 10 2011 T TER Ho I Steel Column Hodge Engineering, Inc. Title : 2615 Jahn Ave NW Dsgnr: Suite E5 Project Desc.: Gig Harbor, WA Project Notes engineering g.e n c.253- 857 -7055 Description : Roof girder support post General Information Steel Section Name : Analysis Method Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus Load Combination HSS3 - 112X3- 112X114 2006 IBC & ASCE 7 -05 36.0 ksi 29,000.0 ksi Allowable Stress Applied Loads Column self weight included : 125.75 Ibs • Dead Load Factor AXIAL LOADS ... Axial Load at 12.0 ft, D = 6.750, 5 = 13.50 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axiat+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are . Pu : Axial Pn / Omega : Allowable Mu -x : Applied Mn -x 1 Omega : Allowable Mu -y : Applied Mn-y / Omega : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are Vu : Applied Vn / Omega : Allowable Load Combination Results Load Combination +0 +D +S+H +D+0.750L+0.750S+4-I +0+0.750L+0.750S+0.750W+H +D+0.750L+0.750S+0.5250 E+H Maximum Reactions Unfactored Load Combination D Only S Only 0 +S Maximum Deflections for Load Combination 0 Onty S Only D +S Steel Section" Properties Job n Prn1E0 10 [:0V 20:1, 2 ,.�1d CALC, INC. 19113.2011, Buitd:6.11.7.11. Ver.6.0.25.0 Calculations per AISC 360.05, IBC 2006, CBC 2001, ASCE 7.05 Overall Column Height 12.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling = 12 ft, K = 0.80 Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling = 12 ft, K = 0.80 Service loads entered. Load Factors will be applied for calculations. ti t .0 It 20.376 k 41.907 k 0.0 k -ft 6.287 k -ft 0.0 k -ft 6.287 k -ft 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum Axial + Bendino Stress Ratios Stress Ratio Status Location 0.164 PASS 0.00 ft 0.486 PASS 0.00 It 0.406 PASS 0.00 It 0.406 PASS 0.00 It 0.406 PASS 0.00 ft X -X Axis Reaction @ Base @ Top k k k Load Combinations - Unfactored Loads Max. X -X Deflection Distance 0.0000 in 0.000 ft 0.0000 in 0.000 It 0.0000 in 0.000 It HSS3112X3.1I2X114 Maximum SERVICE Load Reactions.. Top along X -X Bottom along X -X Top along Y -Y Bottom along Y -Y 0.0 k 0.0 k 0.0 k 0.0 k Maximum SERVICE Load Deflections ... Along Y -Y 0.0 in at for Toad combination : Along X -X 0.0 in at for load combination : Maximum Shear Ratios Stress Ratio Status Location 0.000 0.000 0.000 0.000 0.000 Y -Y Axis Reaction @ Base @ Top Max. Y -Y Deflection 0.000 in 0.000 in 0.000 in 0.0ft above base 0.0ft above base PASS 0,00 It PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft Note: Only non -zero reactions are listed. Axial Reaction @ Base k 6.876 k k 13.500 k k 20.376 k Distance 0.000 ft 0.000 ft 0.000 It RECEIVED NOV 10 2011 PERMIT CENTER Ho engineering Hodge Engineering, 2615 Jahn Ave NW g ak Suite E5 inc. . 263157-7055 Gig Harbor, WA Iric ThIe: Dsgnr Project Desc.: Project Notes : A"f`54. CV1' • ; • • co.\•••t• • •- • • •,:••• • ••••_ LiC. # : KW-06007122 Descriplion : Roof 91rder WPM Post Morli rottWogials.4..7301.34=A4c114:77.•..-- Depth . 3.5001n I xx a 5.04 104 Web Thick 22 0.000 In S XX = 2.88 InA3 Flange Width = 3.500 In R a a 1.320 In Fine TN& = 0.250 In Area a 2.910 102 I yy a 5.040 InM Weight = 10.479 pff $ yy = 2.880 WI R yy a 1.320 1n Yog 0.000 In x .1RIERCALC, INC. 18834011: Job # Rinse *OWN 2011. 255Pti 11.7.11;*11.0.26.0 ; Licensee : HODGE ENGINEERING INC J 1' PRIM 8.350 UN Loads ye WI entered value. MINA do ma rolled abOolutio effecticen. \ ECEIVEr NOV 10 2011 T CENTEP ECEOVE NOV 10 201;1 a011••••••eM Le••�•taa11 � �t t^• .6•M /Y • 0600ra �.• O 110.0.010••.. O) .. •. j Ate• • S S, k!IIIflI»lII �1i'!I� I I�I � L L . • • MM .44me0• 6 eo a •00. i.0[• k CON4TAJGTION JOn. t I �' + ` .tl1111.•. aa•.w 0e.w..ra •e► I a•• is 0.00••..0 N. A`e• t r�t ...1�.: •: ,1 , ___ � �H•y' y r m.•••• •q•• w..0 a....a••.•e. i S SOO►•-..old M. ! It,. CONTROL. law Jr 1PlD .. i iv r.,o' uL, •rtwrva. IW'I2�,,r w we w►a" 1 %' 1 ICS = ^•r :.: '•� • •atx• -+.•. I •= i 10 k; 4- _ ' '_'�"'' M•a:• / ••••_w••••.. •'%spy. • '11NO w wa4.1 4 I . .11.. O. I aa•• • ••• ..Ma a .. s.. i O••w _ < • , r ` . .•r••4, 61 , f ea...a a *oar Or . r .� • - • ' 1 •0,t p00L _ pa • •0ON • 0IMM. • .. •t •O • 0 •••••••t • •••�••• • w r • • • w . ROOF PRPM.N(. a O°r. I~ °1 t.1 s sat.IJA. =co. r8ND(•4°/I el" 1 19P:GRI. .LB:V°OGC:VG• 1 1_17 come. AAO 6O61. I e 112 •:I ••••.s, . .I,a.eaw 8 8iwn'Ri•°'••s°.'°•1.:• . K = •:•... • . .. 11... 1 .. i I • ' I I t 11 • I IAN.. I Iy L . �.. - r •f .• O r • .e' ? ' 'ww.: • •.:..• « .••ts.3° e+... �io W�'•wYa •' .411..""•111 `•a+ • •at+•te•••• • • •■•••••• *maim 41.4 AA Min • ArNARILA *CAI 11. 1 7 A e4'4 • .40 0110* t••••110 DeelP•leli !St, r••w..1 V. ar...st we nu. 1 2tol OM .1.440 RIC 4444414 imam' 1 1 1 3 swell .2.0•117.41 Cleapego 111441L .."4". 4/4411404../.4 t lag!. 44 flf Ltig:A. MCC • I 1 •CALL " 1111134101% ea... Pre I 14 • I ; ; " • • - •-•;'. ::••,••••:•.•,...: -. .* : • • - .'.' .....::•:..;.:::•:::-....,.- , -. - ' •-. :'..:. - •:,..';:- - ::•• • , • • Hodge n ineerin e g g inc. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2011 City of Tukwila RE: 935 Industry Drive BUILDING DIVISION Hodge Eng. Project # 11.0' i6 Refrigerator Room Lateral and Gravity Engineering FILE Ci+PY err,* No. 12.5.11 Letter # 11.0406B To Whom It May Concern: At the request of the builder I have provided lateral and gravity load engineering for the 29.5' by 23.5' refrigerator being constructed at Seattle Favorite in Tukwila. The refrigerator room is inside the concrete tilt -up building and is not subject to wind or snow loading. The loadings engineered for are seismic and self- weight. Gravity Load Engineering: The refrigeration room is constructed from insulated wall and ceiling panels that are supported with a main steel beam as shown in the attached manufacturer's drawing. The steel beam spans 23' -6" and supports 15 feet of tributary width of 5 psf insulated panels. The beam is 39% loaded as design loading. The steel beam is supported by steel HSS 3x3x3 -16" square posts. These posts are 20% loaded. The insulated wall panels are fully supported on the existing concrete slab. Lateral Load Engineering: I have run a lateral analysis for the seismic loading of the 5 psf insulated panels during a USGS prescribed seismic event for the site. The lateral loading for the shear wall lines was determined to be 519 pounds. Each panel is fastened to the floor panels with a 22 gauge clip which are attached to the existing concrete with (2)'/2 "x3" wedge anchors which are adequate for the design loading. Please c 12.5.11 Letter # John y questions regarding this project. RECEIVED CITY OF TUKWILA jtt; 0 b,2011 PERMIT CENTER Hodge Engineering, Inc. John E. Hodge P. E. 2615 Jahn Ave NW Ste. E5 Gig Harbor, WA 98335 (253) 857 -7055 Fax (253) 857-7599 CORRECTION LTR #,1r 1 Ceiling Panels Seattle's Favorite Freezer Detail ' A .:=.1 �! A -A itl Steel 1 -Beam 10" High Cam t.ock Mechanisms to operate, from top of box. Holds panels together 8 Ceiling Panels Botts Wall Panels x 3" Steel Post Post & Fasteners are the same on both sides Floor Panels into floor wood Block 'f i:I Freezer Cross Section Showing Support Post & 1 -Beam Coiling Panels - 5" Urethane with wood frame / galvanized skins -4.64 lbs 1 sq ft 10" 1 -Beam -12 lbs / linear foot Steel Post - 3^ x 3" - 6.8 lbs 1 linear foot (each post weighs 67 lbs.) Floor Panels with blocking under beam supports (Posts) R Factor 40 All wall, floor & ceiling panels - R Factor 40 1' 1 V Lag Screws iSteell -Boam J Bolts 1 Lag Screws Side view of Post & 1 -Beam connections to ceiling & floor panels Scale 1/2" = 1 Foot (4) #10 X 1 1/4" TRUSS HEAD 22 GA. 1 1/2" X 4 1/4" X 5/8" X 5" ANGLE CLIP PANEL FLOORS TO CONCRETE WHEN ADJACENT TO BUILDING WALL PANEL JOINT n1 WoodWorks ®Shearwalls 1 LATERAL ANALYSIS.wsw Level 1 of 1 0 4. 4. 4. 4. 4. f 4. 4. 4. M. _ C19 O 3 _6 SOFTWARE FOR WOOD DESIGN Dec. 1, 2011 13:26:45 X519 Cr 25' 22' 6' 20' 17' 6° 15' 12' 8' 10' 7' 8' 4. tr4e •2' 8' $ 4114444. 4411 11414111414444411441414441444 r 5' 2' 6' 0' .5' -2' 6° 0' 2' 6" 5' 7' 8" • •C • Loads Factored sheartine force (Ibs) L1Ii Factored holddovm force (Ibs) 0-0 Compression force exists —11 Vertical element required Shown: Qe; Forces: 0.7E + 0.6D; E = 10' 12' 6' 15' 17' 6" 20' 22' 8" 25' 2T 6° 30' Unfactored applied shear load (plf) Unfactored dead bad (plf,Ibs) Applied point load or discontinuous shearllne force (Ws) pQe + 0.2 Sds D; p(NS) = 1.0; p(EW) = 1.0; Sds = 0.94. -5' -7' 6' -10' WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN LATERAL ANALYSIS WoodWorks® Shearwatls 8.21 Project Information COMPANY AND PRUJtG 1 uvr JnmM. non Company Project " HODGE ENGINEERING 2615 JAHN AVE NW SUITE E5 GIG HARBOR, WA 98335 (253) -857 -7055 Design Code IBC 2006 Dec. 1, 2011 13:56:51 DESIGN SETTINGS Wind Standard Seismic Standard ASCE 7 -05 All heights ASCE 7 -05 Design Code IBC 2006 Wind Capacity increase Shear C&C Panels 1.40 1.60 Load Combinations 0.70 Seismic 1.00 Wind Building l Code Capacity Reduction min 1.00 1 Seismic Nail Withdrawal Modification Duration Temperature Moisture Content Factor Range Fabrication Service 1.60 T < =100F < =19% < =19% Max Shearwall Offset (R] Plan Elevation (within story) (between stories) 4.00 Maximum Height- to-width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - Ignore non - wood -panel shear resistance contribution... Wind Seismic Never Never Collector forces based on... Hold -downs Applied loads Drag struts Applied loads Shearwall Relative Rigidity: Designed capacity using flexible distribution Design Shearwall Force/Length: Based on wall rigidity /length Case 2 rigid diaphragm load distribution: 75% loads, torsional moment SITE INFORMATION IBC Occupancy ASCE 7 Equivalent Category II - All others Category II - All others Wind ASCE 7 -05 general analytic method for all bldgs Seismic ASCE 7 -05 equivalent lateral force procedure Design Wind Speed Exposure Enclosure 85mph Exposure B Partly Enclosed Structure Type Design Category Site Class Regular D D Topographic Information (et] Shape Height - Site Location: - Length - Spectral Response Acceleration S1:0.480g Ss: 1.406g Fundamental Period T Used Approximate Ta MaximumT E-W 0.112s 0.112s 0.135s N.S 0.112s 0.112s 0.135s - - Response Factor 6.50 6.50 Fa: 1.00 Fv: 1.52 1 i WoodWorks® Shearwalls LATERAL ANALYSIS Dec. 1, 2011 13:56:51 Structural Data a 1 'Jr r InrVn.nn. w.. Story Elev [ft] Floor /Ceiling Depth [MI Wall Height [ft] Ceiling Level Foundation 13.00 3.00 2.00 0.0 10.0 10.00 BLOCK and ROOF NFORMATION Block 1 Location X.Y s Extent X.Y = Ridge Y LocaUon, Offset Ridge Elevation. Height Block Dimensions [ft] Face Roof Panels Type Slope Overhang [ft] 1 Story 0.00 29.50 12.00 13.00 E -W Ridge 0.00 23.50 0.00 0.00 North Side 0.0 0.00 South Side 0.0 0.00 East Gable 0.0 0.00 West Gable 0.0 0.00 2 i WoodWorks® Shearwalls LATERAL ANALYSIS Dec. 1, 2011 13:56:51 MATERIALS Wall Grp Surf WAU. ordiur Sheathing [In] Material Thick Orient Fasteners Size To Sing pn] Edg Fld Blkg Framing Members on] Species 0 Spa Apply Notes 1 Ext Struct Shthg 7/16 Vert 8d Nail 6 12 yes Hem -Fir 0.43 16 1,3 Legend: Grp - Well Design Group: Surf - Exterior or interior surface of exterior watt Spcg - Edge or field nail spacing; Blicg - Blocked; G - Specific gravity; Spc - Wall stud spacing Notes: 1. Capacity has been reduced according to IBC spedfic gravity adjustment. 3. Shear capadty for current design has been increased to the value for 15132" sheathing with same nailing because stud spacing is 16" max. or panel orientation Is horizontal. 3 WoodWorks® Shearwalls LATERAL ANALYSIS Dec. 1, 2011 13:56:51 SHEARUNE. WALL and OPENING DIMENSIONS North•south Type Wall Sheadines Groups) Une 1 Level 1 Line 1 Seg 1 wall 1 -1 Seg 1 Opening 1 Une 2 Level 1 Line 2 Seg 1 Wall 2 -1 Seg 1 Location Extent [ft] Length FHS [it] X [it] Start End Ift1 Wind Seismic Height [ft1 East -west Typo Wall Shearllnes Groupie) Lino A Level 1 Line A Seg Wall A -1 Seg Una B Level 1 Line B Seg Wall 0 -1 Seg 1 1 1 1 0.00 0.00 23.50 23.50 17.50 17.50 0.00 0.00 23.50 23.50 17.50 17.50 14.50 20.50 6.00 - - 29.50 0.00 29.50 0.00 23.50 23.50 23.50 23.50 23.50 23.50 23.50 23.50 Location Extent [H] Length FHS [ttJ Y [tt] Start End [ft] Wind Solsmle 10.00 8.00 10.00 Height itt] 0.00 0.00 0.00 0.00 23.50 0.00 23.50 0.00 29.50 29.50 29.50 29.50 29.50 29.50 29.50 29.50 29.50 29.50 29.50 29.50 29.50 29.50 29.50 29.50 10.00 10.00 Legend: Group(s)- refeerr too Maatenals y Wall Group table, refer to Sheaari Results tables for each d �nOcase N more than one group ght sheathing; Wall 4 WoodWorks® Shearwalls LATERAL ANALYSIS Dec. 1, 2511 13:56 :51 Flexible Diaphragm Wind Design SHEAR RESULTS NorthSoutb Sheadlnes W Gp For Dir Ld. Case Shear Force 1p113 V fibs] vmax VIFHS Int Allowable Shear I Ip n Ext Co C Total V pbs] Crit Reap. 0.12 0.09 Une 1 Cavell Lnl, Levl Une 2 Ln2, Levl 1 1 Both Both 1 1 738 42.1 42.1 738 31.4 31.4 339 1.00 S 339 339 1.00 5 339 5924 7955 East -West Sheadlnes W Gp For DIr Ld. Case Shear Force [pinJ V [Ibs] vmax VIFHS Int Allowable Shear [plfJ Ext Co C Total V Ms] Cdt Rasp. 0.06 0.06 Une A Level 1 LnA, Levl Une B LnB, Levl 1 1 Both Both 1 1 588 19.9 19.9 588 19.9 19.9 339 1.00 S 339 339 1.00 S 339 9986 9986 Legend: W Grp - Wall group as listed in Materiels table; For Dir - Direction of wind force along sheadlne; Ld. case - Critical load case: ASCE 7 All heights Case 1 or 2, ASCE 7 !ow rise T = Transverse, L = Longitudinal, ell other results are for this load case; V - Factored shear force applied to entire line end amount taken by each well; vmax - Base shear V/FHS/Co = Factored shear force per unit full height sheathing. divided by perforation factor Co as per SDPWS eqn. 4.3-8, and IBC eqn. 23-4. Following values marked with • means that value for shearline is the one for wall with critical design response on line; VIFHS' - Design shear force = factored shear force per unit full height sheathing, Int" - Unit shear capacity of interior sheathing; Ext* - Unit shear capacity of exterior shea thing co'- Perforation factor, C- Sheathing combination rule, A = Add capacities, S = Strongest side only, X = Strongest side or twice weakest; Total' - Ccmbined unit shear capacity inc. perforation factor, V - Combined shear capacity of well or total capacity of sheariine ; CM Resp• - Critical response = Vapp)FHSNCap = design shear force /unit shear capacity Notes: VIFHS shown Is shear force for use In shearwall design. Vmax shown is VIFHS divided by perforation factor Co; it is the base shear to be used In connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS 4.3.8.4.2,4. 5 WoodWorks® Shearwalls LATERAL ANALYSIS Dec. 1, 2011 13:56:51 Flexible Diaphragm Seismic Design SEISMIC INFUKMA I IUn Building Area Mass pbs] [s4.ft] Story Shear (Ma] E-W NS RellabIlity Factor p E-W NS Level Structure 10276 694 10276 - 1482 1482 1482 1482 - - 1.00 1.00 Notes: Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.94; Ev = 0.187 D unlactored; 0.131 D factored; total dead load factor. 0.6.0.131= 0.489 tension, 1.0 +0.131 =1.131 compression. SHEAR RESULTS North-South Shearlines W Gp For DIr I11W Fact. Int Ext Shear Force (pIIJ V pbs] vmax V!FHS Int Allowable Shear I (p n Ext Co C Total V pbs] CrIL Reap. 0.20 Line 1 Level 1 Lnl, Levl Line 2 Ln2, Levl 1 1 Both Both 1.0 .60 1.0 1.0 519 29.6 29.6 519 22.1 22.1 145 1.00 S 145 242 1.00 S 242 3941 5682 East -West W Gp For Dir HIW Fact. Int Ext Shear Force (p1f] V Elbe] vmax ViFHS Int Allowable Shear (plf3 Ext Co C Total V pbsl CrIL Rasp. Shearllnee Line A Level 1 LnA, Levl Line 8 LnB, Levl 1 1 Both Both 1.0 1.0 1.0 1.0 519 17.6 17.6 519 17.6 17.6 242 1.00 S 242 242 1.00 S 242 7133 7133 0.07 0.07 Legend: W Grp - Wall group as fisted in Materials table; For Dir- force direction, allays 'both °; HNV factor - Factor due to shearwall height-to -width ratio for interior and exterior wall sheathing; V - Factored shear force applied to entire fine and amount taken by each well; vmax - Base shear V/FHS/Co = Factored shear force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.3-6, end IBC eqn. 23-4. Following values marked with • means that value for shearhine is the one for wall with critical design response on line; V/FHS° - Design shear force = factored shear force per unit full height sheathing, ln1 - Unit shear capacity of interior sheathing; Ext • - Unit shear capacity of exterior sheathing co.- perforation factor, C - Sheathing combination rule, A = Add capacities, S = Strongest side only, X = Strongest side or twice weakest; Toter - Combined unit shear capacity inc. perforation factor force/unit a and WWsh�r capacity Combined shear capacity of wall or total capacity of shearfne ; Crit Rasp' - Critieal response = Vepp/FHSNcep design ac Notes: ViFHS shown is shear force for use In shearwali design. Vmax shown is V!FHS divided by perforation factor Co; it is the base shear to be used in connection and collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.8.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS 4.3.6.4.2,4. 6 ;��IIJjIYti�nlY, Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.449277 Longitude = - 122.248411 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.406 (Ss, Site Class B) 1.0 0.480 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.449277 Longitude = - 122.248411 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv =1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.406 (Ss, Site Class B) No e en ineeringg g inc. Hodge Engineering, 2615 Jahn Ave NW Suite E5 Gig Harbor, WA 253857 -7055 Inc. Tale: Dsgnr. Project Desc.: Project Notes : Description : Refrigerator • ��; enetglbl #a7jrletlop _:: � :.:. Steel Section Name : Analysis Method : Steel Stress Grade Fy: Steel Yield E : Bostic Bening Modulus Load Combination : • HSS3X3X3 /16 2006 IBC & ASCE 7 -05 36.0 ksi 29,000.0 ksi Allowable Stress Column self weight included : 68.510 Ibs • Dead Load Factor AXIAL LOADS ... Axial Load at 10.0 ft, 0 =1.760,H =1.760k Bending & Shear Check Results PASS Max. Axiat+Bending Stress Ratio = Load Combination Location of maxabove base Al maximum location values are ... Pu : Axial Pn / Omega : Allowable Mu-x :Applied M n.x! Omega : Aaowabte Applied Mn-y/ Omega: Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Vu:Applied Vn / Omega : Allowabte LL0 dCo;jri*don Results Load Combination +0 +O+L+H +O+Lr+H +D+S+H +0+0.7501r+0.750L+H + D+0.750L+0.750S+H +D+W+H 4040.70E4H +040.750Lr+0.7501.+0.750W+H + 0+0.750L+0.7506+0.750W+H +0+0.750Lr+0.750L+0.5250E+H +0+0.750L+0.750S+0.5250E+H +0.600+W+H +0.600+0.70E+H EfLaittmufiiiRgaFt�o-fls- gjifctt2red Load Combination Job # net 1 DEC 2011, Rapti 1 mI HoQgelDOGare blENERCALCDete Rol)111408Modosivelilegredcwall ENERCS.C,ittC.1583: tifua3atti igVez80.2e.0 Licensee : HODGE ENGINEERING INC Calculations per AISC 361105, IBC 2006, CBC 2007, ASCE 745 Overall Column Height 10.0 ft Top & Bottom Fixity Top Free, Bottom Fixed Brace condition for deflection (buckfng) along columns : X -X ( width) axis : Unbraced Length for X -X Axis budding =10 ft, K = 1.20 Y -Y (depth) axis :Unbraced Length for Y Y Axis budding =10 ft, K 1.20 Service Toads entered. Load Factors will be applied for calculations. 0.2038 :1 Maximum SERVICE Load Reactions .. +D +L +H Top along X -X 0.0 k 0.0 if Bottom along X -X 0.0 k Top along Y Y 0.0 k 3.589 k Bottom along Y -Y 0.0 k 17.612 k 0.0 k-ft 3.539 k-ft 0.0 k-ft 3.539 loft 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum SERVICE Load Deflections ... AtongYY 0.0 in at for load combination : Along X -X 0.0 in at for load combination : 0.0ft above base 0.0ft above base Maximum axial + Bending Stress Raja Stress Ratio Status Location Maximum Shear Rattos Stress Ratio Status Location 0.104 PASS 0.00 ft 0.204 PASS 0.00 ft 0.204 PASS 0.00 ft 0.204 PASS 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 It 0.00 ft 0.00 ft 0.00 ft 0.204 PASS 0.204 PASS 0.204 PASS 0.204 PASS 0.204 PASS 0.204 PASS 0.204 PASS 0.204 PASS 0.162 PASS 0.162 PASS 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 X -X Ards Reaction @ Base @Top Y-Y Axis Reaction @ Base @ Top Only HOny k k PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Note: Only non -zero reactions are listed. Axial Reaction @Base k 1.829 k k 1.760 k Hoag Lic. # : KW-06007122 Description: Refrigerate [13071#4Rilif4Diatiaktiliklitaid.toRitiliff0ORS-410(8DtOted:L.080S' . Load Combination Max. X-X Deflecten Distance Max. Y-Y Defter:lien Hodge Engineering, Inc. 2615 Jahn Ave NW Aft Suite E5 IW Gig Harbor, WA nc. 253-857-7055 ; • . . re: Dsgnr. Project Dem: Project Notes : Job # Piva•S. 1 OEC 2011, IWU ClOsersUchnitifgalboxenenfalgt*CALC . [ma Footowexxciuri.vtdaniwes . • 'EtIERDI.IARO1533.201 ,Ifilat11,7;.10fet1(025,0 Licensee : HODGE ENGINEERING INC Only 0.0000 In 0.000 ft H Only 0.0000 In 0.000 ft —1-4SS35.04110 3.000 to I fix • 0.000b S • 3.000ln R xx • 0.187 In • 1.890 102 • 6.851 plf Depth Web Mid& Range Width Range Thick Area Weight Ycg ▪ 0.000 In I SW R yy 3.00in x 0.000 in 0.000 In Distance 0.000 ft 0.000 ft 2.46 in"4 1.64 103 1.140 in • 2.460 InA4 • 1.640 • 1.140 In 4.030 InA4 SID Leeds esa total ester•d value. Ammo do net Need *sold* d,.�. Hoa1 en g ineeringg Hodge Engineering, Inc. 2615 Jahn Ave NW kflk Suite E5 Gig Harbor, WA i n c . 253457.7055 Otifitega li:�.. ?. \i'.eitf�!%�:5. Descipdion : -None- Anaysis Method : Allowable Stress Design Beam Bradng : Beam is Fuly Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 Title : Dsgnr. Project Desc.: Project Notes : Job # Pildiut 1 DEC 2011. 131PU .1444;4170 u.1!OP mIWoAt_ costa - 9,490nioao 1154 09/168 "_ _ ... EtIEMA 0.1.Kzi810.20 15ra @AS; %/1 V 6fl2S0 .. D10.0751 E(0.0751 • Calculations per AISC 360-05, IBC 2006. CDC 2007, ASCE 7.05 Fy : Steel Yield : 36.0 ksl E: Modulus : 29,000.0 ksl F y t�tl �t T �V10X7241v •., rho . 7C7.5 g.F.,; (tilt P'�io�'$i• :. d ..�� s b l °_3....:" .._.�,1a.nxly • . c. ,� � Nhhkl�a..�L.�.u��'....a 1...1+ t `�.., l�> f l Span = 23.50 It Wi OX12 • Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0050, E = 0.0050 ksf, Tributary Width = 15.0 ft FORSGMWAR-:Y 7777:77 ' Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.389: 1 WIOX12 8.801 k -ft 22.635 k -ft 40+0.70E41 11.750ft Span #1 0.000 in 0.000 in 0.665 In 0.000 in t'.: RA�8�1i![ I1jE01, CeS.- �?r_? t�SES�Of •�:Qt1d:QOfpb,�[1j1t1011S Load Combination Max Stress Rados Segment Length Span # M V Mntax + Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span It where maximum occurs Ratio = 0 <360 Ratio = 0 <360 Ratio = 424 Ratio = 0 <180 Design OK 0.065: 1 W1OX12 1.498 k 27.004 k 4040.70E41 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values M max • Ma - Max Mnx MnxlOmega Cb Rm Va Max Vnx Vnx/Omega 40 Dsgn. L = 23,50 ft 1 0.229 0.033 5.18 4040.70E4H Dsgn. L = 23.50 ft 1 0.389 0.055 8.80 4D40.7501r40.750L40 .5250E•H Dsgn. L = 23.50 ft 1 0.349 0.050 7.90 4040.750L40.750S40.5250E444 Dsgn. Os 23.50 ft 1 0.349 0.050 7.90 40.80D40.70E4H Dsgn. Oa 23.50 ft 1 0.297 0.042 8.73 71JtalfltSflTtfu ii.bili afiriSWIlfidoit.ed iri ili7-7.• . Load Combination Span Max . Deli Landon in Span 5.18 37.80 22.63 1.00 1.00 8.80 37.80 22.63 1.00 1.00 7.90 37.80 22.63 1.00 1.00 7.90 37.80 22.63 1.00 1.00 6.73 37.80 22.63 1.00 1.00 0.88 1.50 1.34 1.34 1.15 40.51 40.51 40.51 40.51 40.51 27.00 27.00 27.00 27.00 27.00 Load Combination 1 0.0000 0.000 ffiRfafiketi .F§:a Ctdt'ei -- Support notation : Far left Is #1 Max.*** Dell Location in Span 0.0000 Values In KIPS 0.000 Load Combination Support 1 Support 2 63- 1- .76F----- 0 Only 0.881 0.881 E Only 0.881 0.881 D•E 1.763 1.763 IVUV- WO-CUll 1C:O4 r rom; mma l l Cox r 'Kral Panel Systems' CI WOOD FRAME SPECIFICATIONS FILE COPY FOR WALK -IN COOLERS AND FREEZERS The following information is Intended to aid specification writers, architects, and food service consultants with projects that require prefabricated modular cold storage vaults. GENERAL Walk -in coolers and freezers to be constructed with prefabricated panels formed to exact size as described below and manufactured by Kysor Panel Systems, Fort Worth, Texas. INSULATION Insulation shall be 100% rigid urethane. Urethane is to be poured in place with a density of 2.2 pounds per cubic foot. The at temperature conductivity factor (K factor), overall coefficient of heat transfer (U factor) and the R value to be as follows: PANEL THICKNESS 8, BOX TYPE K FACTOR — U FACTOR 'KPS R VALUE 3W Cooler 0.141 0.040 R -25 4' Cooler /Freezer 0.126 0.031 R -32 5" Freezer 0,125 0.025 R-40 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2011 This insulation shall be a listed urethane with a rating of no more than 2 for faia'eof Tukwila spread and 450 for smoke developed per ASTM E84, This urethane will als lattigt.l €PPeJG DIVISION requirements of ASTM D -1929. MODULAR PANEL CONSTRUCTION All panels to be constructed with die - formed interior and exterior metal pans securely fastened to a tongue- and - grooved perimeter frame of klin dried spruce - pine -fir (SPF), specie, #2 grade lumber. Perimeter frame to feature tongue- and -groove profile for positive alignment and sealing. Panel shall be filled with poured -in -place urethane which securely bonds to metal pans and perimeter frame creating a rigid structural panel. Standard panels shall be interchangeable for ease of assembly. Special panels (if required) shall be manufactured to the size required to obtain a specified vault size. PANEL FASTNERS Cam -lock fasteners shall provide a tight and positive seal. Fasteners reduce on-the-job installation time to a minimum. Fastener material shall be steel housing, hook and pin with high- pressure die -cast zinc cam. Hardened steel hexagonal wrench is provided to tighten panel fasteners. The hook of the fastener shall engage over the pin when rotating the wrench and with cam - action, draw the panels tightly together. Polyethylene snap -in caps cover the wrench holes. Lock spacing shall not exceed 48" on cente ECEIVE Due to continuous improvement programs, specifications are subject to change without notic j4Ov 10 2011 Wood Frame Panels 10/08 (800) 633-3426 M 1%,,. 1 to ( Section 1 T T NUV-01Z-e1011 le:'D r rom: 5ma 11 tSox "6' KM II Panel Systems PANEL GASKETS Each joint shall exhibit a polyvinyl chloride (PVC) bulb type; double lined compression gasket to eliminate water vapor permeability. All gaskets are factory installed and require no additional handling. Gaskets shall be resistant to chemical corrosion and ultraviolet radiation. Gasket operating temperature shall be -34 degrees C to +71 degrees C ( -30 degrees F to +160 degrees F). Finishes Interior and exterior metal pans are available in a variety of metal types and finishes including: Galvanized Steel: (1) Non - Painted Embossed 26 gauge (2) White Embossed 26 gauge (3) Black Embossed 26 gauge (4) Tan Embossed 26 gauge Stainless Steel: (5) Stainless Steel type 304, #4 finish, 22 gauge Galvalume: (6) Non Painted Embossed 26 gauge Aluminum: (7) Non Painted Embossed 0.032 inch (8) White Embossed 0.032 inch Special paint colors and smooth finishes for panels are available upon request. Standard floor finish to be .080 inch Smooth Aluminum over 1/2" CD -X grade plywood. Optional floor finishes are: (1) "Low Profile" Aluminum Tread Plate (2) 22 GA. Smooth Stainless steel type 304 #2B finish (3) 18 GA. Smooth Stainless steel type 304 #2B finish (4) 16 GA. Smooth Stainless steel type 304 #2B finish (5) 14 GA. Steel Diamond Tread field installed over standard floor finish (6) 3/16 Aluminum Diamond Tread field installed over standard floor finish Items 5 and 6 are for high abuse applications. For pallet jack or forklift traffic, consult factory. Duo to continuous improvement programs, specifications arc subject to change without notice. Wood Frame Panels (800) 633 -3426 Section 1 Page 2 10/08 Nuv -dti -evil i .4 rrom:matiox KYSSR Panel Systems• DOORS AND SECTIONS Door and door panel to be of the same general construction and insulation as wall and ceiling panels. Door shall be of the inset type. Direction of swing to be specified. A heated vent shall be provided in or adjacent to all freezer door sections. Door to feature a polyvinyl chloride (PVC) bulb type, double lined magnetic steel core gasket on three sides for a positive seal. Door to have adjustable vinyl wiper gasket for seal at threshold. All gaskets to be easily replaceable and resistant to damage from oils, fats, water, and detergents. Doors can be provided in the following sizes: 30" X 78" 34" X 78" 42" X 84" 48" X 84" 54" X 84" 60" X 96" 72" X 108" HINGES (Doors Tess than 48" in width) Shall be cam -rise, lift-off hinge consisting of a pressure die cast strap and flange with a brushed satin surface chrome finish. Bearing to be composed of cam and follower made of self - lubricating nylon (Zytel). The hinge set features a spring- assisted operation to facilitate closing. Two (2) hinges will be provided per door. (Doors 48" or greater in width) Shall be heavy -duty strap style cam -rise with pressure die cast flange and cold rolled steel strap. Pin and cam to be made of carbon steel and shall not require lubrication. Flange to be satin chrome plated. Strap to be zinc plated. Two (2) hinges will be provided up to 54" door. Three (3) hinges will be provided for 60" door and four (4) hinges for 72" door, LATCH Shall be pressure die cast body with a brushed satin surface chrome finish. Latch to be provided with provision for padlock (padlock not provided). Latch to have recessed inside safety release to prevent entrapment. DIAL THERMOMETER Shall be flush mounted in door section. Dial thermometer to have 2" diameter face and a temperature range of -40° to +60° F. Finish to be polished chrome. ANTI - CONDENSATE HEATERS Freezer door sections are equipped at both sides and top with U.L. approved concealed fiberglass- silicone heater wires. A sill heater is located in bottom of door to avoid damage caused by loading at threshold plate, and to insure contra- ambient control by locating heat at the precise location of thermal transfer. A threshold cover plate (sill) is supplied to cover the breaker strip running beneath the door. The heater wire is easily replaceable. Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels (800) 633 -3426 Section 1 Page 3 10/08 11W-00 -CC/II IC; JD r rOM; OM 1 1 DO Panel Systems LIGHTING AND ELECTRICAL Door section may be provided with a factory- installed vapor -proof light fixture on the interior of the section and a Tight switch with pilot light indicator flush- mounted within a chromed steel plate on the exterior. All wiring within the door section - heater, switch, and light fixture - is installed by Kysor Panel Systems in conduit per the N.E.C. and requires only simple field connection by others for complete operation. All components to be U.L. approved. An electrical listing label will be applied to all prewlred sections. Service required is 120 volt, 60 cycle, 1- phase. PARTITIONS Common partition walls are available for dual temperature or multi- compartment walk -ins and are attached to adjacent wall panels by the use of cam action locks secured within special sections formed by those panels. SCREEDS A factory provided screed is available for units without prefabricated floor. Depending on application, the screed will be one of the following: (1) Concealed strip screed (2) PVC Channel (3) 1 -1/2" X 1 -1/2" aluminum structural angle (4) 1 -1'2" X 1'1/2" 18 galvanized steel angle PVC channel and aluminum angle meet NSF requirements, An NSF approved coved base can be provided for other screed types. ALTERNATE & OPTIONAL EQUIPMENT - Kysor Panel Systems can provide an array of pertinent equipment to complete any project and provide a single source installation. (1) Heated Vent: Must be specified for all walk -in freezers operating at a temperature of 32 degrees F. or lower. A heated vent shall be provided to equalize the difference in exterior & interior pressure caused by sudden temperature changes due to opening doors, loading products, & the defrosting of coils. The heated vent shall be located above the freezer door (or located in a side panel, away from the direct air stream flowing from the evaporator). Electrical service required is 120 volt, 60 cycle, 1phase. (2) Door Window: A 12 3/4" x 12 3/4" or 12 3/4" x 22 3/4" (viewing area) observation window can be provided in the cold storage doors. Window shall consist of three (3) panes of glass with sealed spaces between them & shall be removable for replacement. Electrical service required is 120 volt, 60 cycle, 1- phase. (Windows may be provided with heaters if required.) Due to continuous improvement programs. specifications are subject to change without notice. Wood Frame Panels 10/08 (800) 633 -3426 Section 1 Page 4 NUV- li7t�-�bi i 1� :'+J r rom: bma tiox (3) V Panel Systems Meat Rails: Units shall be double (or single) meat rails of 3/8" x 2" plain (or galvanized) steel rails. Movable meat hooks, one (1) per lineal foot of rail, shall be supplied. If required, meat rails can be provided with 18" shelf and brackets. (4) Hinged Glass Display Doors: Each door shall be constructed of an extruded, polished aluminum frame and shall contain at least two (2) panes of glass. Low - temperature doors shall have built -in heaters to eliminate condensation. Medium temperature doors are available with heated glass when specified for use in buildings with high humidity and without air conditioning. Doors shall be of the lift-in, lift -out type for easy cleaning. They shall be self - closing and shall contain magnetic gaskets to provide a tight seal. Hardware shall consist of concealed hinges and a handle with attractive contemporary styling. Interior fluorescent lights shall be provided at each mullion to properly illuminate the display area. A junction box shall be provided for 120 volt, 60 hertz, 1-phase, A.C. service. Shelving (if applicable) shall be provided behind each door opening. 5 tiers are provided unless specified otherwise. Audio - Visual Alarm: Alarms can be provided for each compartment and shall work in the following manner: When the interior compartment temperature approaches the undesirable range. a digital readout display flashes & an audio alarm sounds. Electrical service required is 120 volt, 60 cycle, 1 - phase, Large Dial Thermometer: Provide surface- mounted dial thermometers with a range of minus 40 degrees F. to plus 60 degrees F. The thermometers shall be 3 1/2" in diameter & chrome plated. Vapor -Proof Light Fixture: Vapor -proof lamp holder shall be mounted to the ceiling panels (as shown on plans) & shall be connected to a 3 -way switch & pilot light which shall be mounted on the exterior of the door sections. Electrical service required is 120 volt, 60 cycle, 1- phase. Installation & wiring shall be performed after the unit is installed. Locking Bar: Provide a cadmium plated locking bar on each door to prevent entrance to the walk -in cooler /freezers even if hinges are removed. Provide bar with a safety release handle to prevent anyone from being locked inside. (Stainless Steel finish is available upon request.) Strip Curtain: Reinforced polyester strip curtains shall be manufactured of clear extruded vinyl with rounded edges. The curtains shall be suitable for applications with temperatures as low as minus 20 degrees F. & shall be made for any of KPS's standard sizes of hinged or sliding cold storage doors. (5) (6) (7) (8) (9) Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels (800) 633 -3426 Section 1 Page 5 10/08 INuv -Op-cull lc: op r rom: Jma 1 1 pox n. ``� KYSOR Panel Systems' (10) Ceiling Supports: All ceiling panels shall be supported in accordance with the manufacturer's recommendations and the Architect's approval. Various support systems are available including: (a) Interior steel (wall or column supported) (b) Exterior steel (wall or column supported) (c) Wire or all thread suspension (11) Soffit Closure Panels: Provide closure panels of materials matching the exposed exterior of the walk -in cooler /freezer for installation between the top of the insulated wall & the underside of the existing building finished ceiling (as indicated on the plans). Closure trim of matching material can be fumished wherever a space exists between the panels of the walk -in cooler /freezer and other building walls or columns. (12) Cantilever Shelving: Shelving shall be an adjustable cantilevered type fumished in the length, width, and number of tiers specified. All components to feature heavy gauge steel construction. Shelving is available in galvanized, painted galvanized or stainless steel finishes. Construction will meet NSF standards when specified. Shelving to be of single piece construction and available in lengths up to 10'0 ". Shelves are available in depths up to 30 Uprights shall be fabricated from two (2) 14 gauge, rolled steel channels, continuously seam welded. Brackets to be fabricated from 12 -gauge steel. Uprights and brackets to be Electro- zinc plated and chromate dipped to assure against rust and corrosion. (13) Free - Standing Modular Shelving With Posts: Shelving shall be an adjustable type furnished in the length, width, and number of tiers specified. All components to feature heavy gauge steel construction. Shelves shall be fabricated of bright basic carbon steel or stainless steel rod. A rigid framework will extend around all four (4) sides and extend along the length of each shelf. At each comer of the shelf there shall be a tapered collar welded to the rigid framework. Each shelf shall have heavy gauge rods on 1" centers from front to back. Construction will meet NSF standards. There shall be a weld at every contact point between rods and between rods and rigid framework. Posts shall be made of 1" Q.D. tubing and with a 16 gauge steel wall. Posts shall have grooves at 1" intervals for locating shelves. Posts to have a plastic cap at the top and a leveling bolt at the bottom. Shelving and posts are available in the following finishes: zinc and chrome plated, epoxy coated or stainless steel. (14) Mechanical Door Closer: Shall be of heavy -duty steel construction with hydraulic mechanism. Devise automatically brings door to full closed position whenever door is ajar, within 10° of closed position. Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels 10/08 (800) 633 -3426 Section 1 Page 6 rvuv -rj -crJl i lc: o r r r om: cma l i cox `-• KYSH Panel Systems COMPOSITE TESTING Kysor Panel Systems has panels available that meet the requirements of the following: National Sanitation Foundation Standard #7 Accepted by the United States Department of Agriculture Toxicity per UPITT Protocol Electrical application per U.L. 471, NFPA 70 and CSA 022.2 Flame spread and smoke developed per UL -723, ASTM E -84 and Chapter 26 of all the National Building Codes Ignition properties per ASTM D -1929 Factory Mutual Standard 4880 and 4894 Miami -Dade County and the Florida Building Code City of Los Angeles - Municipal Building Code City of Houston - Houston Building Code City of New York - Material and Equipment Acceptance State of Oregon- Prefabricated Structures State of California- Licensed Manufacturer State of Wisconsin - Material Approval REGULATIONS AND CODES All work and materials shall be in full accordance with local and /or state ordinances. Kysor Panel Systems is not responsible for furnishing items required by the regulations, but not specified or shown on the drawings or contained in the specifications. REFRIGERATION A complete selection of engineered refrigeration, from self - contained systems to remote components and accessories is available from Kysor Panel Systems to satisfy exacting requirements - for indoor or outdoor application. Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels 10/08 (800) 633 -3426 Section 1 Page 7 NUV- tati-t =bii lc:Jf rrom:ma11 box `'v USSR Panel Systems WARRANTY Kysor Panel Systems guarantees purchaser the structural panels are free of defects in material and workmanship for a period of one (1) year. Electrical and Hardware components are warranted for a period of one (1) year. Refrigeration systems carry the manufacturers normal one (1) year warranty and are available with various extended warranties. NOTE For additional information on Wood Frame or other quality panel systems contact: Kysor Panel Systems P.O. Box 14248 Fort Worth, Texas 76117 (817) 281 - 5121 * National Watts (800) 633 -3426 Due to continuous improvement programs, specifications are subject to change without notice, Wood Frame Panels 10 /08 (800) 633 -3426 Section 1 Page 8 11UV-E10 -CCLI. 1 IC ; DO rrom;mai1 cox Coif Panel Systems' WALL PANELS STANDARD PANELS EXTERIOR 4r CORNER PANEL 1,2- CORNER PANEL PANEL JOINT wOOD FRAME POURED IN PACE URETHANE GROOVE CAM-LOCK FASTENER MAXIMUM AVAILABLE SINGLE PANEL HEIGHT= 26'-0" INTERIOR METAL PANELS WALLS r cr) z fr. � THICKNESS WEIGHT DEAD LOAD PSF R VALUE INSIDE OUTSIDE i Design based on deflection criteria: #180 LIVE LOADS - PSF _ 5 70 MPH 13 80 MPH 17 90 MPH 21 100 MPH 26 110 MPH 31 ALUM 3 W 5" 2.34 3.73 25 38 19' 0" 26' V* 14' r 21' 0" 13' 9" 19' 0" 12 0" 17" 9" 11' 10° 18' 10' 11' 3' 15 10" GALV 334' 5° , 3 25 4.tS4 28 40 22' 0" 26' 0"" 16' 0° 22' 6" 14' 10" 20' 6- a 10' 19' 4" 12 10" 18' 0" 12' 0" 17' r Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels 10/06 (800) 6334426 Section 2 Page 1 NUV Fall -41711 1d:'4b i-rom:bma11 boX Panel Systems' TOP PANELS 0-X I I•KIOP MPTAL POURF13 IN IN At:E URETHANE frEfipTER melt. 41 B' MN L 2; ;• .1 47' S7ANQARD PANELS 9" MIN INTEFtMgpPATE PANE La 1 47' PANELS TOPS i R VALUE INSIDE — OUTSIDE Includes 2 PSF for Membrane or Standing Seam Roof, add 10 PSF for = co ballasted. Design based on deflection criteria: (/240 z VV 'EK ID PS _ LIVE LOADS — PSF 10 20 30 40 50 60 70 80 90 100 ALUM 3' 4' 234 25 15' 0" 11' 4" 10' 0" 9' 2' 8' 8' 1" 7' 5" 7' 5' 7' 1' s' 10' 4" 2.98 30 15' 6' 12' 0" 10' K' 9' 6' 9' 0" 8' 6" 8' 1" 7' 9' 7' 6" T 2' 5" , 3.73 38 21' 0' .-, 15' 10' 14' 0" t3'10" 12' 0" 11' 4" 10' 10" 10' b' 9' 11" 9' 8' GALV 3 W 3.25 , 25 10' 0" 12' 4" 11' 0" 10' 10" 9' 3' 8' 4' 8' 4" 8' 0" 7' 8" 7 5" 4' 2.11 30 16' 6" 13' Cr 11' 6" 10' 6' 9' 9" 8'8" 8' 8" 8' 4' 8' 0" /' 9' _ 6" 4.54 38 22'0" 17'0" 15'2" 1410' 1 :1'0' 11'8' 11'8" 11'T 10'9" 10'5" Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels 10/08 (800) 6334426 Section 2 Page 2 IVUV-WO-CYJ11 1C:DV rrom:amall box KYSSH Panel Systems STANDARD PANELS STARTER PANELS Lim L ? J 17=71 INTERMEDIATE PANELS, 9' MIN 1 <T i OPTIONAL FIELD INSTALLED OVERLAY (INSTALL PERPENDICULAR TO JOINTS) 3/16" DIAMOND TREAD ALUMINUM OR 14 GA DIAMOND TREAD STEEL INTERIOR METAL (.080 ALUMINUM) WOOD STRIP SCREED ✓112 C -D -X PLYWOOD WOOD FRAME POURED IN PLACE URETHANE MAXIMUM AVAILABLE SINGLE PANEL LENGTH= 12' -0" END APS TERIOR METAL RECOMMENDED FLOOR DESIGN FOOT TRAFFIC:METAL OVER FOAM — UNIFORM LOAD = 600 PSF HAND TRUCK: %i PLYWOOD UNDER METAL — UNIFORM LOAD = 900 PSF PALLET JACK: '/ :" PLYWOOD UNDER METAL WITH FIELD APPLIED 3/16" ADT- UNIFORM LOAD =2500 PSF Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels (800) 633 -3426 Section 2 Page 3 10/08 IVUV- WO-0011 1C:DV rrom:ama►i oox PERIMETER WALL IS HELD IN PLACE BY WOODEN STRIP SCREED OPTIONAL NSF COVED FLOOR IS SHOWN PARTITION WALL IS HELD IN PLACE BY WOODEN STRIP SCREED OPTIONAL NSF COVED FLOOR IS SHOWN WALL AT RECESSED FLOOR RECESS IN SLAB SHOULD EQUAL FLOOR THICKNESS - 4 1/4" OPTIONAL NSF COVED FLOOR IS SHOWN Panel Systems WALL TO FABRICATED FLOOR INSUL. WALL PANEL PLYWOOD TONGUE (FACTORY INSTALLED) BUTYL SEALANT INSUL. FLOOR INSUL. WALL PANEL BUTYL SEALANT PLYWOOD TONGUE (FACTORY INSTALLED) INSUL. WALL PANEL PLYWOOD TONGUE (FACTORY INSTALLED) Due to continuous improvement programs, specifications aro subject to change without notice, Wood Frame Panels (800) 633-3426 10/08 Section 3 Page r IVUV -100 -CKI11 1C % JV r r 0m: Dma 1 1 Do x STANDARD SCREED CONCEALED STRIP SCREED N.S.F. COVED BASE IS OPTIONAL OPTIONAL SCREED PVC CHANNEL SCREED MEETS N.S.F. REQUIREMENTS OPTIONAL SCREED ANGLE BASE MEETS N.S.F. REQUIREMENTS Panel Systems WALL ON CONCRETE FLOOR COOLERS DRIVE PINS, 038`OJC BUM SEALANT INSUL. WALL PANEL CONCEALED STRIP SCREED HEX HEAD SCREWS BUM SEALANT INSUL WAI1 PANEL 1 -1/7 X I -1/Y NA1 ALUM ANGLE RAS DRIVE PINS �a 36. o1C Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels (800) 633 -3426 Section 3 Page 2 IVUV—l90—CYJ11 1J; i r rom: Jma l 1 Sox STANDARD SCREED CONCEALED STRIP SCREED N.S.F. COVED BASE IS OPTIONAL OPTIONAL SCREED PVC CHANNEL SCREED MEETS N.S.F. REQUIREMENTS OPTIONAL SCREED ANGLE BASE SUGGESTED FLOOR 1NSUI, ATION INSULATION THICKNESS FREEZER EXPANDED TEMPERATURE (F) POLYSTYRENE URETHANE 32° TO -20" 6" 4" DESIGN BASED ON INTERIOR INSTALLATION IN CERTAIN REGIONS OR APPLICATIONS, IT MAY BE NECESSARY TO VENTILATE BELOW INSULATED SLAB TO PREVENT HEAVING Panel Systems WALL TO FLOOR- INSULATED SLAB FREEZERS COATED NAIL$ QQUtl'L1'L: BUTYL SEALANT INMI IL WALL PANEL CONCtALL:U 411411d lW..R(ED BASE COve WOOD BREAKER STRIP VAPO EARTH R rLOOR INSULATION INSUL WAI I PANEL BUTYL SEALANT WOOD BREAKER STRIP VAPOR RARRIER COATED NAZI 0 36" 0/C PVC BASE Fl AOR INSULATION INSUL. WALL PANEL HEX HEAD SCREWS BUTYL SEALAN WOOD BREAKER VAPOR STRIP BARRIER 1 -1/2' X 1.117 NAT ALUM. ANGLE BASE DRIVE PINS 36" 0/0 Due to continuous improvement programs, specifications are subject to changc without notice. Wood Frame Panels 14 /OR (800) 633-3426 Section 3 Paste 3 NOV-08-2011 13:08 From:Small Box KYWR Panel Systems' CURBS ARE POURED IN PLACE AFTER WALLS ARE INSTALLED THIS METHOD ELIMINATES CURB BLOCK -OUTS, WALL OFFSET AND DOOR LOCATION PROBLEMS ANGLE IS 1 1/2" X 1 1/2" 18 GA. GALVANIZED STEEL COOLER WALL WITH POURED IN PLACE CURBS FREEZER WALL ON INSULATED SLAB WITH POURED IN PLACE CURBS FREEZER WALL IN "PIT° INSULATED SLAB AND CURBS ARE POURED IN PLACE AFTER WALLS ARE INSTALLED STANDARD CURB APPLICATIONS INSUL. WALL PANEL SILICONE BY G.C. AFTER CONC 13 CURED -AND BOX 13 Ai' TEMP INSUL. WALL PANEL BUTYL SEALANT SILICONE BY G.0 AFTER CONC 13 CUREO -ANO BOX IS AT TEMP. VAPOR RARNItCK FLOOR INSULATION INSUL. WALL PANEL SILICONE BY G. C AFTER CONC 18 CURED -AND 80X 15 AT TEMP VAPOR BARRIER BUTYL LOOR INSULATION Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels (800) 633 -3428 10 /OR Section 3 Page 4 I4uv- cc-cYJll 1.3: cc r rom: cma i 1 cox STANDARD SCREED CONCEALFD STRIP SCREED N.S.F. COVED BASE IS OPTIONAL OPTIONAL SCREED PVC CHANNEL SCREED MEETS N.S.F. REQUIREMENTS OPTIONAL SCREED ANGLE BASE ANGLE IS: 1 1/2" X 2 1/2" 18 GA. GALVANIZED STEEL NSF COVED BASE IS OPTIONAL Panel Systems COOLER WALL ON CURB INSUL. WALL DRIVE PINS NAB PANEL ®36 "O/ CONCEALED STRIP SCREED INSUL. VWLL PANEL DRIVE PINS 38" 0/C BUTYL SEALANT PVC. BASE INSUL WALL PANEL HPX HEAD SCREWS SILICONE 1 -112" X2 -1/7 18 GA GALV ANGLE BASE BASE COVE BUTYL SEALANT Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels (tiOU) 633 -3426 10 /OR Section 3 Page 5 IVuV-{?O -CYJ11 rrom; =na ts pox STANDARD SCREED CONCEALED STRIP SCREED N.S.F. COVED BASE IS OPTIONAL OPTIONAL SCREED PVC CHANNEL SCREED MEETS N.S.F. REQUIREMENTS OPTIONAL SCREED ANGLE BASE Panel Systems' FREEZER WALL ON CURB - INSLA 11 � TALLED S B Y ANGLE IS: 1 1/2" X 2 1/2" 18 GA. GALVANIZED STEEL NSF COVED BASE IS OPTIONAL INSUL. WALL PANEL COATED NAILS 36' 0.0 CONCEALED STRIP SCREED BUTYL StALANT EASE 4OVt Hon) REAIER STRIP VAPOR BARRIER LOUR INSULATION INSUL WALL PANEL COATED NAILS Q(WO.0 BUTYL SEALAN1 CHANNEL ! SCREED WOOD BREAKER ,tt(tIly', STRIP VAPVk BARkILR FLOOR [NAIIIATION Due to continuous Improvement programs, specifications are subject to change without notice. Wood Frame Panels (800) 633 -3426 10 /OR Section 3 Page 6 NUV- bb-b1711 1J :ery rrom:bme 11 box CAM -LOCK WALL TO ADJOINING UNIT CORNER PANEL CORNER PANEL MEETS N.S.F. REQUIREMENTS CAM -LOCK PARTITION WALL TO PERIMETER WALL "T" PANELS MEET N.S.F. REQUIREMENTS WALL PANEL TO EXISTING WALL 2" PLANT -ON IS FASTENED TO EXISTING WALL. WALL PANEL IS CAM - LOCKED TO PLANT -ON Panel Systems' WALL INTE SECTIONS COCLERIFREUER WALL EXIETINA WALI. UTYL SEALAN1' Y" PLANT ON DRIVE PINE OR SCREWS WHERE APPLICABLE FIELD CUT THERMAL BREAK PP REQUIRED) Due to continuous improvement programs, specifications Are subject to change without notice. Wood Frame Panels (800) 633-3426 10/08 Section 3 Page 7 NUV-UU-0P11 1.5:140 t rom: bma 1 1 box KY'9OR Panel Systems• STANDARD APPLICATION LAG BOLTS ARE USED TO FASTEN TOP TO PERIMETER WALL TOP TRIM IS FIELD INSTALLED TYPICAL COOLER APPLICATION 3 1/2" TOPS TO 3 1/2" WALLS USE 5" TOPS WITH 3 1/2' WALLS TO ACCOMMODATE GREATER SPANS AND /OR LOADS TYPICAL FREEZER APPLICATION 6" TOPS 70 5" WALLS BUTYL SEALANT AT ALL JOINTS IN FREEZER OPTIONAL CONCEALED TOPS LAG BOLTS ARE USED TO FASTEN TOP TO PERIMETER WALL. FIELD INSTALLED TRIM IS NOT REQUIRED ALTERNATE TOP FASTENING WHEN CLEARANCE ABOVE TOPS DOES NOT ALLOW STANDARD LAG DOWN APPLICATION, A CONTINUOUS 18 GA. GALV. ANGLE MAY BE INSTALLED INSIDE UNIT TO FASTEN TOPS TO WALL TOP TO PERIMETER WALL #8 X 3/4' HEX HEAD SCREWS FIELD INSTALLED TOP TRIM 3/8" LAG BOLTS FIELD INSTALLED TOP TRIM 3/8' LAG BOLTS (ATTACH TO GROOVE SIDE OF TOPS) (ATTACH TO WALL BEFORE FASTENING TO TOPS) Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels (800) 633 -3426 10/08 Section 3 Page 8 IVUV-{JO -CYJ11 1J:1W rrom:Jmall pox LAG BOLTS ARE USED TO FASTEN TOP TO PARTITION WALL TYPICAL COOLER APPLICATION 3 1/2" TOPS TO 3 1/2" WALLS TYPICAL FREEZER APPLICATION 5" TOPS TO 5" WALLS BUTYL SEALANT AT ALL JOINTS IN FREEZER TYPICAL APPLICATION FOR TOPS OF UNEQUAL THICKNESS 5" TOPS ARE LAGGED TO 5" WALL 3 1/2" TOPS ARE CAM - LOCKED TO 5" TOPS WHEN CLEARANCE ABOVE TOPS DOES NOT ALLOW STANDARD LAG DOWN APPLICATION, A CONTINUOUS 18 GA. GALV. ANGLE MAY BE INSTALLED INSIDE UNIT TO FASTEN TOPS TO WALL Panel Systems' TOP TO PARTITION ite.LAO BOLTS SHOP CUT THERMAL BREAK 318° LAG BOLTS • ■ 3t8' LAG BOLTS (,ATTACH TO GROOVE SIDE OF TOPS) (ATTACH TO WALL BEFORE FASTENING TO TOPS) Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels 10/08 (800) 633-3426 Section 3 Page 9 NuV- lad-Cwii 1,5:1'1 rrom:malt Cox KYSOR panel Systems' TOP SUPPORT AT EXISTING WALL TOP SUPPORTED BY BEAMS AND COLUMNS TOP SUPPORTED BY EXTERIOR CHANNELS TOP SUPPORT FIELD CUT THERMAL BREAK (IF REQUIRED) EXIST WALL BUTYL SEALANT r"� 318" LAG BOLTS �1 -11'2" X 1 -1/2' CONT 18 GA GAIN ANCI F DRIVE PINS OR SCREWS WHERE APPUCABLE LOCK HOLES TO tlE LOCATED ON /tXlatOROF PANELS HANGER BRACKET "C" CHANNELS 114" X 1 112" BOLT Due to continuous improvement programs, specifications are subject to Change without nclticcr•.. Wood Frame Panels (800) 633 -3426 10/08 Section 3 Peg 10 IVUv-013-CYo11 1,3:11 rrom:Jmall pox KIPSOR Panel Systems STANDARD SUSPENDED TOPS: HANGER BRACKETS ARE NAILED TO WOOD FRAME IN FIELD. 12 GA. WIRE IS WRAPPED AROUND BAR JOIST OR 1" PIPE (BY OTHERS) BETWEEN BAR JOISTS. OPTIONAL SUSPENDED TOPS: HANGER BRACKETS ARE NAILED TO WOOD FRAME IN FIELD. ALL THREAD ROD FITS BETWEEN BOTTOM ANGLES OF BAR JOISTS AND IS FASTENED IN PLACE WITH NUT AND WASHER SUSPENDED TOPS, TOP PANEL. 318 ALL THREAD ROD MECHANICAL FASTENERS CAM - ACTION FASTENERS i.AI V STFFI TOP HANGER BRA..CI E1 Due to continuous Improvement programs, specifications are subject to change without notice. Wood Frame Panels (800) 633 -3426 Section 3 Page 11 10 /08 NUV—Ow—evil '1.5: l'1 r rom:ma 11 1:7OX `.2 KYSIR Panel Systems TRIM DETAILS CORNER TRIM TO MATCH EXTERIOR FINISH FLAT CLOSURE TRIM TO MATCH EXTERIOR FINISH TOP CLOSURE TRIM TO MATCH EXTERIOR WALL ' rt, { EXISTING WALL INSUL WALL PANELS EXIsTINO WALL HdSUL. WALL PA GLS �1r J� i , ' " {i' , . ,., '; ,1 r ;,',u v4 • .. . TOP C SURE 1/0 X 314" HEX/ MEAD SCREWS Exi$TINC CEILING INSUL' TOP PANEL t, prom shgn ALUM SAS _ pYµ 'L'Y•NI.L'.i 1/S X 314" HEW HEAD SCREWS 6" FLAT CLOSURC TRIM DRIVE PINS OR SCREWS ;•:u,;,:: •1/.e,.;- ::',k:• <!•...:... • ('! �_M0 X 3N" HEX MEAD SCREWS cJsEi; J 1" X r CORNER TRIM • S c.'!..% ; 1/•i lx : • °SUL WALL PANEL CORNER TRIM TO MATCH EXTERIOR FINISH FLAT CLOSURE TRIM TO MATCH EXTERIOR FINISH TOP CLOSURE TRIM TO MATCH EXTERIOR WALL OPTIONAL BUMPER RAILS FOR WALL PROTECTION Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels 10/08 (800) 633 -3426 Section 3 Page 12 3/40 �F 1� r•�^�"�HEAD I ' ,prlt{rL fl !1"�III'tl(,: h' R9� l�r .1 .100A. CALV. OR 9.S. 118 x Cf/A" HEX SCREWS PLYWOOD . , ti rr 44, ` ° • Ifli' •' :r•t .. 1.1f,'�Iy w ��h� prom shgn ALUM SAS _ pYµ 'L'Y•NI.L'.i l•. •'s. •I, • `.i l: '''1'.•, { • Ii r.r { ^.. ^'.,;5 �V t4. ^;t C. t{ WWI L'N,iMM'LR 4 i' ,T� f,4h • .!; : :i, '.L'.r'' �i ..'..' ,, Yr� S' � INSUL WALL PANEL i r S , i! y . ;tr AVAILABLE IN SINGLE OR MULTIPLE RAIL AT SPECIFIED MIiN7MT OPTIONAL BUMPER RAILS FOR WALL PROTECTION Due to continuous improvement programs, specifications are subject to change without notice. Wood Frame Panels 10/08 (800) 633 -3426 Section 3 Page 12 IVUV- 00-CUll 1C:41 rrom:Jma11 pox KICKPLATCS (OPTIONAL) KEYED LATCH Panel Systems• INSET DOOR & DOOR SECTION THE WIPER HEATER IS FULL DOOR WIDTH SWEATED AND VIRTUALLY INDESTRUCTABLE HEATER CABLE CHANNEL ADJUSTABLE WIPER GASKET 3 SIDED JAMB HEATERS D0 NOT REQUIRE THRESHOLD REMOVAL FOR REPLACEMENT NO HEATFR CABLES UNDER THRESHOLD ELIMINATING THE POSSIBa.ITV OF DAMAch CAUSED BV CRUSHINC OR CONDCN5ATION THFRMAL BREAK SPLIT JAMB GUARDS GALV OR STAINLESS STEEL HI=AI ER CABLE CHANNEL 3 -SIDES 'SNAP -1M MAGNET IC GASKET FULL PERIMETER WOOD BLOCKING DOOR SECTION JAMB GUARDS 3'SIDES STANDARD FOR DOOR SJCTION PROTECTION FREEZER DOQR Duc to continuous Improvement programs, specifications are subject to change without notice. Wood Frame Panels 1 0/08 (800) 633-3426 Section 4 Page 1 NuV-p7C-Ct711 1C: 3' rrom:bma 11 Cox Russell r Performance Data F CFM MODEL NUMBER CFM -20"F CAPACITY BTUH 0 1010 (R404A, R22) +10 °F -30 °F -20 °F -10 °F +10 °F +25 °F R E 4 F IT*24105 IT'24140 3940 3620 5510 5720 5480 10000 13400 10500 14000 11100 14600 11700 v 15900 12600 16900 6 E E R P I 1T *34 -175 IT*24.230 5750 5930 40100 47900 54100 16700 21900 17500 23000 18200 24000 19800 26000 22400 - 28700 1r24325 IT *34390 1T'34.510 _ 5430 8990 8150 � 31000 37100 48600 32500 39000 51000 33800 40600 53100 36800 44100 57700 40100 46000 58500 MODEL F NUMBER CFM CAPACITY BTUH oll 10°TO (R404A, R22) -30°F -20"F -10 °F +10 °F +25 °F R IT'26 -130 E 6 ir26- 150 3780 3470 12400 14300 13000 15000 13600 15600 14200 17000 15000 19100 E F 1P36.185 Z IT 116 -270 E 1 R 1726- 320 5510 5720 5480 17600 25700 30500 18500 27000 32000 19300 28100 33300 21000 29200 35600 24000 30500 37000 IT'38 -385 I ' I 20 9130 9090 8180 38700 43800 49500 38500 46000 52000 40100 47900 54100 43600 52000 58800 49000 54800 62000 * E = Electric defrost H = Hot gas defrost -Re evap G = Hot gas defrost- Reverse cycle MODEL NUMBER CFM BTUH +?,5 °F C a n 1TA24.126 3830 12600 o F 1TA24.169 3620 16900 L F ITA34.224 5750 22400 E P ITA34.287 5200 28700 R 1 1TA24 -340 5710 34000 1TA24.395 6430 39500 1TA34 -465 8990 46500 1TA34585 8140 58500 G = Hot gas defrost- Reverse cycle For GOHZ application*. multiply BTU /H capacity by .94 correction factor. 4 MODEL NUMBER CFM BTUH +26 °F C O 6 1TA26 -145 ITA26.191 3680 3470 14500 19100 0 F 1TA36.240 5510 24000 L E P 1TA36.305 4960 30500 R 1 ITA28 -370 5460 37000 R 1TA36 -415 8620 41500 ITA36 -490 8580 49000 ITA36-620 7770 82000 For GOHZ application*. multiply BTU /H capacity by .94 correction factor. 4 MODEL NUMBER CFM BTUH +25 °F C ITA28.151 3530 15100 0 8 1TA28. 210 3320 21000 0 ITA38.260 5300 26000 1' F P 1TA38.320 4750 32000 R 1TA28.410 5250 41000 ITA28.450 5020 45000 rum-640 8250 54000 ITA38.690 7470 69000 For GOHZ application*. multiply BTU /H capacity by .94 correction factor. 4 UV- WO-CW1 1C :.Y, r rom: cma i 1 cox Russell DRAWINGS INDOOR UNITS ,,t4 LI 6. Ii 3 FIt.NI VIEW 1 FAN M._EL .E RIGHT Si" E VIEW M LL E 11W FR.NT VIEW - 2 FAN M EL t .I3 RIGHT ¶1-E VIEW M EL E OUTDOOR UNITS r•IMMEN, CNTRLe•x GI .1.w 3 rn NT VIEW - 1 FAN M EL C/ L/ •S 1 1 r c h. ENSE v . J 1-. NIGH I SI . t VIEW M El C/ L/ C.NTR 1 R X cx l �3- c FN' N1 V1LW -• l fAN M.1 LL C/ L/ J L__, RIGHT Si F VIEW M "FI - 0 /'I./rS rr 2 -L 41i ----4 Soo PhyuiCul Data page for the appropriate number of canon*, fA' 221 S. Sorry 81., P.O. Box 1030, Brea, CA, 92822-1030 • Tel (714)529.1935 • Fax (714)529 -7203 INUV-170 -CUll 1C:41 rrom:cmd11 cox RtISSt ll Inter -Temp Dimensions - All Models ELECTRIC AND NOT GAS DEFROST AIR DEFROST MODELS FIG. DIMENSIONS W A _ 8 1r24-105 1r24 -140 1r34.175 — 1r26.130 IT'26 -150 1r36 -185 — 1TA24.128 1TA24.169 1TA34.224 ITA34.287 1TA28.145 1TA28.191 1TA36 -240 ITA36.305 1TA28.151 1TA28 -210 1TA38.260 ITA38.320 1 1 1 1 55 55 76 76 76 76-61-31.-7. 76 42 42 63 63 33 63 -- — — — 3� 31.1/2 • 31 ' 31 31 1r24.230 IT "24 -325 1r26-270 1r26.320 1TA24.340 1TA24-395 1TA26.370 — 1TA28.410 ITA28.450 2 2 — 1r34-390 1x34.510 17"36 -385 36 80 — 1TA34.455 ITA34 -585 _ ITA36•415 ITA36 -490 !TA36-620 — 1TA38 -540 ITA38 -690 2 106 106 2_)106 93 93 .93 Ir36 -52p >E = Electric defrost H = Hot gas defrost - Re evap G = Hot gas defrost - Reverse cycle, 9/16 Ii U SUDI'S —. i 1.9 I. 18 3/4 • ADO 1 3/4 10 NLIUHI W MAIN (NU - NU1 GAS UNITS ONLY A '4 SUCTION CONN. v ocpm Ili `.:e UkAIN (I IC,II H UNITS) ''-• DRAIN (I1A,JTE UNITS) W : NOT CAS IN (ITO, ITN UNITS) AU. MANSIONS IN NII:NI'A y /1'1 WPC: 9IJW. FE °a SUCTION CONN. H -• MriNWN Ott" DRAIN (ITG,ITIi UNITS) %•• DRAIN w • ADD 2 1/4 TO IIEIGHT OF DRAIN END - HOT CAS UNITS ONLY (ITA,tTF. UNITS) 1101' CM IN (RC. ITH UNITS) AU. DIMENSIONS IN INCHES 3/4' MPT drain 0Onno0tiOn6 On all units C; M e l r r om; now ll Co x Inter -Temp Physical Data F 17'26 -130 17`26.150 1T "38.185 MODEL. NUMBER FAN DIA. (In) MOTOR DATA OPTIONAL HEAT EXCH 1USlllll_TD.) RE -EVAP HEAT EXCH (UNMTD.) CONNECTIONS (In.) H.G. ODS DRAIN MPT SHIP WT. Ibs QTY. HP RPM LIQUID ODS SUCTION QDS A 4 IT'24 -105 14 , 2 1/8 1050 RXH150 HEA3A 1/2 11/8 7/8 3/4 120 E RXH350 RXH500 RXH500 r24 -140 14 2 1/8 , 1050 RXH150 HEA3A 1/2 1 1/8 718 ` 3/4 135 E F 11'434175 14 3 ^ 1/8 1050 RXH150 HEA3A ' 1/2 1 1/8 7/8 3/4 285 Z P 17'24.230 20 2 1/3 1075 RXH250 HEA4A 1/2 13/8 7/8 3/4 315 E 1 1T'24 -325 20 2 1/3 1075 RXH350 HEA4A 7/8 1 3/8 7/8 3/4 350 R 3/4 17'34 -390 20 3 1/3 1075 RXH350 HEA4A 7/8 15/8 7/8 3/4 435 400 ITA34 -585 17'34 -510 20 3 1/3 1075 RXH500 HEASA 7/8 15/8 7/8 3/4 530 F R E 17'26 -130 17`26.150 1T "38.185 14 14 14 2 2 3 1/8 1/8 1/8 1050 1050 1050 AXH150 RXH150 RXH150 HEA3A HEA3A HEA3A 1/2 1/2 1/2 11/8 1 1/8 1 1/8 7/8 7/8 7/8 3/4 3/4 3/4 125 140 295 E r E P R 1726.270 IT"26.320 20 20 2 2 1/3 1/3 1075 1075 RX 250 RXH350 A4A HEA4A 1/2 7/8 1 3 ; 13/8 7/8 4 3/4 320 365 1736 -385 • .. • . 17"36 -520, 20 20 20 3 3 3 1/3 1/3 1/3 1075 1075 1075 RXH350 RXH500 RXH500 HEA4A HEASA HEASA , 7/8 7/8 7/8 1 5/8 1 5/8 1 5/8 7/8 7/8 7/8 3/4 3/4 3/4 450 490 535 Air Defrost Units MODEL NUMBER FAN DIA. (In) MOTOR DATA OPTIONAL HEAT EXCH (UNMTD.) RE•EVAP CONNECTIONS (in.) M.G. ODS DRAIN MPT SHIP WT (Ibs) QTY. HP RPM HEAT EXCH (UNMTD.) LIQUID ODS SUCTION ODS ITA24 -126 14 2 1/8 1050 RXH150 N/A 1/2 7/8 N/A 3/4 115 o 4 ITA24 -169 14 2 1/8 1050 RXH150 N/A 1/2 7/8 N/A 3/4 130 0 ITA34.224 14 3 1/8 1050 RXH 150 N/A 1/2 7/8 N/A 3/4 280 L F ITA34.287 14 3 178 1050 RXH250 N/A 1/2 1 1/8 N/A 3/4 310 E P ITA24-340 20 2 1/3 1075 RXH250 N/A 7/8 1 1/8 N/A 3/4 - 345 R 1 ITA24.395 20 2 1/3 1075 RXH250 N/A 7/8 1 1/8 N/A 3/4 375 1TA34-485 20 3 1/3 1075 RXH250 N/A 7/8 13/8 N/A 3/4 400 ITA34 -585 20 3 1/3 1075 RXH350 N/A 7/8 13/8 __N/A 3/4 505 ITA26 -145 ITA26 -191 C ITA38.240 14 14 14 2 2 3 1/8 1/8 1/8 1050 1050 1050 RXH150 RXH150 RXH150 NA N/A N/A 1/2 1/2 1/2 7/8 7/8 7/8 N/A N/A N/A 3/4 3/4 3/4 120 140 290 0 6 ITA36 -305 14 3 1/8 1050 RXH250 N/A 1/2 1 1/8 N/A 3/4 320 L F ITA28 -370 20 2 1/3 1075 RXH250 N/A 7/8 11/8 N/A 3/4 360 E P ITA36 -415 20 3 1/3 1075 RXH250 N/A 7/8 1 1/8 N/A 3/4 395 R I 1TA36.490 20 3 1/3 1075 RXH250 N/A 7/8 1 3/8 N/A 3/4 415 1TA36.820 20 _ 3 1/341075_ 1075 RXH350 N/A _ 7/8 1 3/8 N/A 3/4 520 ITA28.151' 14 2 1/8 1050 RXH150 N/A 1/2 7/8 N/A 3/4 125 C ITA28.210 14 2 1/8 1050 RXH150 N/A 1/2 7/8 N/A 3/4 145 o 8 ITA38 -260 14 3 1/8 1050 RXH250 N/A 1/2 11/8 N/A 3/4 295 o ITA38 -320 14 3 1/8 1050 RXH250 N A 1/2 1 1/8 N/A 3/4 330 L F ITA28 -410 20 2 1/3 1075 RXH250 N/A 7/8 11/8 N/A 3/4 370 E P 1TA28.450 20 2 1/3 1075 RXH250 N/A 7/8 1 3/8 TA 4 390 R 1 ITA38.540 20 3 1/3 1075 RXH350 N/A 7/8 1 3/8 N/A 3/4 430 ITA38.690 20 3 1/3 1075 RXH350 N/A 7/8 13/8 N/A 3/4 540 7 NOV -08 -2011 12:40 From:Small Box Jr_ - Russell Electrical Data IT'26.130 Ix26.150 IT•36.185 1x26.270 Ir26.320 Ir36-385 IT'36.460 4.0 4.0 1.8 1.8 0.9 0.9 6.0 14.2 14.2 2.7 6.4 6.4 1.4 2.6 2.6 21.3 21.3 21.3 9.6 9.6 9.6 5.5 5.5 5.5 3.9 3.9 3.9 ELECTRIC DEFROST AMPERAGE RATINGS 41060 HZ TOTAL MOTOR AMPS 60 HZ MODEL 115 Vr 2081230 V 460 V F NUMBER 1 PH 1 PH 3PH 1 PH R 4 r24.105 4.0 1.8 - 0.9 E F r24•140 4.0 1.8 - 0.9 E p r34 -175 8.0 2.7 - 1.4 Z i T'24.230 14.2 6.4 - 2.6 t= x24.325 14.2 6.4 - 2.6 R r34-390 21.3 9.6 5.5 3.9 38.2 + T•34-510 21.3 9.6 5.5 3.9 IT'26.130 Ix26.150 IT•36.185 1x26.270 Ir26.320 Ir36-385 IT'36.460 4.0 4.0 1.8 1.8 0.9 0.9 6.0 14.2 14.2 2.7 6.4 6.4 1.4 2.6 2.6 21.3 21.3 21.3 9.6 9.6 9.6 5.5 5.5 5.5 3.9 3.9 3.9 ELECTRIC DEFROST AMPERAGE RATINGS 41060 HZ 208 V 230 V 460 V WATTS 1 PH 3 PH 1 PH 3 PH 1 PH 3 PH 18.3 10.5 20.3 11.7 10.1 ' 5.9 4685 18.3 10.5 20.3 11.7 10.1 5.9 4685 26.6 15.3 29.5 17.0 14.7 8.5 6774 26.6 15.3 29.5 17.0 14.7 8.5 6774 26.5 15.3 29.5 17.0 14.7 8,5 6774 38.2 + 22.1 42.4 24.5 21.2 12.2 9747 38.2 22.1 42.4 24.5 21.2 12.2 9747 18.3 18.3 10.5 10.5 20.3 20.3 11.7 11.7 26.6 26.6 26.5 15.3 15.3 15.3 29.5 29.5 29.5 17.0 17.0 17.0 10.1 10.1 14.7 14.7 14.7 5.9 5.9 4685 4685 8.5 8.5 8.5 38.2 38.2 38.2 22.1 22.1 22.1 42.4 42.4 42.4 24.5 24.5 24.5 21.2 21.2 21.2 12.2 12.2 12.2 6774 6774 6774 9747 9747 9747 * E = Electric defrost G = Hot gas defrost --Reverse cycle H = Hot gas Re -Evap I t 115V Available for Hot Gas Derroat units only. Air Defrost Units III MODEL NUMBER TOTAL MOTOR AMPS 60 HZ 115V I 208/230V 1480V 1PH 1PH 1 3PH 1PH TOTAL MOTOR AMPS 80 HZ . IMODEL 11SV r 208/230V ( 460V NUMBER 1PH 1PH 3PH 1PH NUV- 011-de.. e; 3.5 1- o : a all u D Series BTUH CAPACITIES 90° AMBIENT 95° AMBIENT 100° AMBIENT 110° AMBIENT R -404A / R -507 - LOW TEMP SUCTION TEMPERATURE °F DE /DC /DS 3 L4 4 0' 32200 -10 26,600 -15: 23,600 -20" 20,600 -25" 17.900 -30' 15 500 -40` 11,100 4L44 39.300 31,400 27,700 24,400 21,300 18,400 13200 5L44 46,500 37,400 33,400 29500 25,900 22,500 16,400 6 L44 53,200 42.200 37,300 32 800 28 800 24,700 18,100 8L44 67,000 53,500 47,300 41 700 36,700 31,900 23,700 9L44 77,700 $2,200 55,300 49000 43 100 37,900 28,500 10L44 85,600 69 500 81 000 55 000 48,300 42,100 31,000 12L44 92 000 74,100 66100 58,800 51,800 ,100 32,100 151_44 22L44 114,200 135,500 91,400 81,000 71,500 62,700 54 700 70,200 40,800 110 700 99,500 88,000 79,200 54,300 DE /DC /DS 3L44 4 L44 5L44 6L44 8L44 9 L44 10L44 12L44 15L44 22L44 30,600 37,300 44,000 50,500 63,600 73,700 81,200 87,400 108,600 128,600 -10' 25,300 29 800 35,400 40,000 50,800 59 000 65,900 70,400 92,900 105,100 -15' 22,400 26,300 31,600 35,400 44,900 52 500 57,800 62,800 82,200 94,400 -20' 19,600 23,100 2 900 31,100 39,600 46,500 52,100 55,800 73.600 83,500 - 25' 17,000 20,200 24,500 27,100 34,800 40,900 45,800 49 200 63,900 75,200 -30' 14,700 17,400 21.300 23.400 30,300 35,900 39,900 42,800 54,600 66,600 -40' 10,500 12,500 15,500 17,100 22,500 27,000 29,400 30 500 40,500 51,500 DE/DC /DS 0' -10' -15° -20° -25' -30' -40" 3L44 29,100 24,100 21,300 18,700 16,200 14,000 10,000 4L44 35,600 28,400 25,100 22,000 19,300 16,600 11,900 5L44 41,900 33,700 30,100 26,800 23,300 20,300 14,800 6L44 48,200 38,200 33,800 29 700 25,900 22,400 16,300 8L44 60,700 48,500 42,900 37800 33,200 29,000 21,500 91_44 70 200 56 200 50 000 44,300 39 000 34,200 25,800 10L44 77,400 62,800 55,100 49,600 43,700 38,000 28,000 12 (.44 83,200 67,000 59,800 53,100 46 800 40,800 29 100 15L44 103,500 89,200 77,900 70,600 54,500 52,400 38,900 22L44 122.500 100,100 89,900 79,500 71,600 63,500 49,100 DE /DC /DS 00 3L44 26,100 4L44 31,800 -10' 21,600 -15' 19,100 -20" 16,700 19,700 -25" 14 500 -30" 12,600 -40' 9,000 25,400 22,500 17,300 14,900 10,700 5L44 37,600 30,300 27,000 23,900 21,000 18,200 13,300 6L44 43,100 34,200 30,200 26600 23,200 20.000 14,600 8L44 54,200 43,300 38,300 33,700 29,700 25,800 19,200 9 L44 62,800 50,300 44,800 39,700 34,900 30 600 23,100 10L11 69,300 58,300 49,400 44,500 39,100 34,100 25,100 12L44 74,700 60,200 53,700 47,700 42,100 :,600 26.100 151..44 92,600 80,100 69,900 83,400 48,900 47,000 34,900 22L44 109,700 89,700 80,600 71.300 64,200 56,900 44,000 9 r4uv 0D -c))ii rrom:mmal l cox Russell ELECTRICAL SPECIFICATIONS rvl0DEL NUMBER COMPRESSOR DE/ DC/ DS MODEL 230/3/60 TOTAL" 460/3/60 TOTAL' COMP. COND. UNIT MCA' COMP. COND. UINT MCA' RLA LRA FLA AMPS RLA LRA FLA AMPS - R -22 5H22 200 -R63KE 22.3 120.0 4.2 27.5 34.0 10.5 60.0 2.1 13.1 16.0 7H22 2DA -R89KE 32.0 169.0 6.4 39.4 48.0 14.1 85.0 42 18.8 23.0 81422 30A -R10ME 41.0 216.0 6,4 48.4 59.0 20.0 106.0 4.2 24.7 30.0 10H22 30B -R12ME 43.6 215.0 8.4 53.0 64.0 20.0 106.0 4.2 24,7 30.0 12H22 3DF -R15ME 48.2 275.0 8.4 57.6 70.0 23.6 138.0 4,2 28.3 35.0 15H22 305 -R 17M E _ 59.6 275.0 8.4 69.0 84.0 _ 29.0 _ 138.0 42 33.7 41.0 MP - R -22 3L22 20F -F16KE 16.8 102.0 3.2 21.0 26.0 8.1 52.0 2.1 10.7 13.0 4L22 2DL -F2oKE 26.3 161.0 3.2 30.5 38.0 10.2 60.0 2.1 12.8 16.0 5L22 20A -F23KE 28.8 161.0 3.2 33.0 41.0 10.2 r 60.0 2.1 12.8 16.0 6L22 3DA -F28KE 30.3 150.0 4.2 35.5 44.0 13.7 77.0 2.1 16.3 20.0 8L22 308 -F33KE 31.5 161.0 6.4 38.9 47.0 16.1 83.0 4.2 20.8 25.0 9L22 3DF -F4OKE 39.0 215.0 6.4 46.4 57.0 16.9 106.0 4.2 21.6 26.0 10L22 3DS -F46KE 42.0 215.0 6.4 49.4 60.0 18.6 106.0 42 23.3 28.0 15L22 40L -F63KE 52.6 278.0 8.4 62.0 76.0 26.3 139.0 4.2 31,0 38.0 i 22L22 4DT-F76KE 66.0 374.0 8.4 75.4 92.0 33.0 187.0 42 37.7 46.0 EDIUM TEMP - R -404A / R -507 5M44 200 -R63KE 22.3 120.0 4.2 27.5 34.0 10.5 60.0 2.1 13.1 16.0 6M44 2DL -R78KE 31.6 169.0 6.4 39.4 47.0 13.8 85.0 4.2 18.5 22.0 7M41 20A -R89KE 32.0 169.0 6.4 39.4 48.0 14.1 _ 85.0 4.2 18.8 23.0 8M44 3DA -R10ME 41.0 215.0 6.4 48.8 59.0 20.0 108.0 4.2 24.7 30.o 10M44 3D8-R12ME 43.8 215.0 8.4 53.0 64.0 20.0 106.0 4.2 24.7 30.0 12M44 30F -R15ME 48.2 275.0 8.4 57.6 70.0 23.6 138.0 4.2 28.3 35.0 15M44 3DS -R17ME 59.6 275.0 8.4 69.0 84.0 29.0 138.0 4.2 33.7 41.0 LOW TEMP • R -404A / R -507 3L44 4L44 5L44 6L44 0L44 9L44 10L44 12L44 15L44 22L44 20F -F16KE 20L -F2OKE 2DA -F23KE 3DA -F28KE 3DB -F33KE 16.8 102.0 3.2 21.0 28.0 8.1 52.0 26.3 28.8 30.3 161.0 3.2 30.5 161.0 3.2 33.0 150.0 3.2 34.5 38.0 10.2 60.0 2.1 10.7 13.0 2.1 12.8 16.0 41.0 10.2 80.0 2.1 12.8 16.0 43.0 13.7 31.5 3DF -F40KE D3 S -F46KE 4DA -F47KE 4DL "F63KE 40T F76KE 39.6 161.0 6.4 38.9 215.0 6.4 46.4 42.0 215.0 6.4 49.4 47.0 57.0 60.0 16.1 16.9 77.0 83.0 106.0 2.1 16.3 20.0 4.2 20.8 25.0 4.2 21.6 26.0 18.8 108.0 45.6 220.0 6,4 53.0 52.6 278.0 8.4 62.0 65.0 76.0 22.8 26.3 110.0 139.0 4.2 32.3 28.0 42 27,5 34.0 4.2 31.0 38.0 68.0 374.0 8.4 75.5 " Does not include evaporator electrical loads. MCA a Minimum Circuit Ampacity 92.0 33.0 187.0 42 37.7 46.0 10 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 21, 2011 Ed Denn Seattle's Favorite Cookie 935 Industry Dr Tukwila, WA 98188 RE: Correction Letter #1 Mechanical Permit Application Number M11 -161 Seattle's Favorite Cookie — 943 Industry Dr Dear Mr. Denn, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Csn:(LQ Bill Rambo Permit Technician encl File: M11 -161 W:\Pennit Center \Correction Letters \2011\M11 -161 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila wilding Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: November 21, 2011 Project Name: Seattles Favorite Cookies Permit #: M11 -161 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) I. Please provide specific construction details about the proposed freezer. • The R -value of wall, ceiling and floor panels. (See table 13 -3 Of the WSEC. Floor insulation required for 28 degrees and below) • Anchorage connections freezer to concrete slab. • Structural design for the support of the ceiling panels. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. OPPERMIT COORD COP" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -161 PROJECT NAME: SEATTLES FAVORITE COOKIE SITE ADDRESS: 943 INDUSTRY DR DATE: 12/06/11 Original Plan Submittal Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPART ENTS: Building ivision Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 12/08/11 Not Applicable Comments: Peimit'Ceriter.'UseOnly . ' `;• .1,V• = • • FE I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -161 DATE: 11 -10 -11 PROJECT NAME: SEATTLES FAVORITE COOKIE SITE ADDRESS: 943 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued D EPARENvIS: t uilding Division Public Works /WNIC' 411 Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-15-11 Complete Comments: Incomplete Not Applicable : Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 12-13-11 Not Approved (attach comments) ]) DATE: :Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / 2 —0 7 Plan Check/Permit Number: M11-161 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Seattles Favorite Cookie Project Address: 943 Industry Dr DEC 062011 rENMIT CENTER Contact Person:&Q J ?& Phone Number: _ (2. t 0- C 5-7Y. 0S-7 7 Summary of Revision: /CE°S�6►n S e C ©,reC / 0 1,1 C e P Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page • Electrical Contractor A business licensed by LEI to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company MCCLOSKY'S REFRIGERATION 4258791833 9026 112Th Dr Se Snohomish WA 98290 Snohomish Individual UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601036591 Active MCCLOR *96209 Electrical Contractor 9/29/2004 10/24/2012 Hvac /Rfrg Ltd Energy Unused License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MCCLOR'003DAMCCLOSKY'S REFRIGERATION Electrical Contractor Hvac /Rfrg Ltd Energy Unused 3/1/2000 3/1/2002 Archived Electrical Administrator INFORMATION License MCCLOT0978RZ Name MCCLOSKY, THOMAS 0 Status Active Business Owner Information Name Role Effective Date Expiration Date MCCLOSKY, THOMAS 0 Owner 09/29/2004 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 TRAVELERS CAS a SURETY CO 105352030 10/17/2009 Until Cancelled $4,000.00 10/28/2009 3 AMERICAN CONTRACTORS INDEM CO 100034989 10/17/2007 Until Cancelled 11/15/2009 $4,000.00 10/22/2007 2 PLATTE RIVER INS CO 41085232 09/13/2006 Until Cancelled 11/05/2007 $4,000.0010/24/2006 1 ACCREDITED SURETY a CAS CO 10028750 09/13/2004 Until Cancelled 09/13/2006 $4,000.00 09/29/2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information No records found for the previous 6 year period Summons /Complaint Information Summons and Complaints are not filed with the department for this contractor type Warrant Information Warrants are not filed with the department for this contractor type https://fortress.wa.gov/lni/bbip/Print.aspx 12/12/2011 I ATTENTION 416, ALL UNITS ARE DESIGNED FOR INDOOR APPLICATIONS UNLESS NOTED OTHERWISE APPLY BUTYL UNDER SHS FRAME ASS'Y & TO INTERIOR PERIMETER OF FASTENER LAYOUT BLOCKING FOR DOOR STABILIZER BLOCKING FOR FASTENING DOOR FRAME SILICONE SHS DOOR FRAME BY DOOR MANUFACTURER FASTENERS BY DOOR MFG. DETAIL - JAMB GUARDS Scale: NTS FACTORY INSTALLED JAMB GUARD #10 x 1 1/4" TRUSS HEAD SCREWS @ 12" O.C. BUTYL 2" THERMAL BREAK #8 x 1" HEX HD. TEK SCREWS @ 12" O.C. MAX. 1" x 6 -1/2" FIELD INSTALLED TOP TRIM BUTYL ALL JOINTS IN FREEZERS NOTE: BUTYL BETWEEN JOINTS AS PANELS ARE ASSEMBLED & NOT AFTER. BUTYL MUST NOT BE EXPOSED. 3/8" LAG BOLTS @ 24" O.C. MAX. DETAIL - LAG DOWN TOPS 26 GA. 1 -1/2" x 1 -1/2" CONT. ANGLE W/ #14 x 1 -1/2" HEX HD. SCREWS © 12" O.C. MAX. SEPARATE PERMIT REQUIRED FOR: C, yethanical El-ctrical '1/ L. a • Scale: NTS Pipits CUSTOMER SEATTLES FAVORITE JOB /BOX NUMBER 1 - F01 Panel Width 47" Panel Height 128" Panel Thick 5" INTERIOR NEG EXTERIOR NEG Panel Designation W -4 Panel Quantity 1 04-WAY VENT TYPE OF CONDUIT ❑ 3 -WAY ©J -BOX ❑ SWITCH ©THERMO. Lr BDG THERMOMETER EXTERIOR 3-BOX L 7 11' INTERIOR J -BOX 1 -1/2" T HEATS I VENT N EXTERIOR VIEW LOCK HOLES TO BE LOCATED ON THE EXTERIOR OF ALL TOP PANELS INSULATED OP PANEL ARK INSULATED TOP PANEL 3/8" x 2" LAG BOLT (4 PER PANEL) ®DETAIL - STRUCTURAL STEEL TO TOPS Scale: NTS INSULATED WALL PANEL BUTYL SEALANT SEISMIC TIE -DOWNS BY OTHERS w PLYWOOD TONGUE (FACTORY INSTALLED) 3/16" DTA FLOOR PLATE (FIELD INSTALLED) INSULATED NON -NSF FLOOR PANEL WITH 1/2" PLYWOOD DOUBLE LAYER i 2 1 DETAIL - WALL TO FLOOR /J Scale: NTS OPENING PER PLAN MIN. 10" DETAIL - PORCH BY OTHER OPENING + 16" Scale: NTS REVISIONS No changes shall be made to the scope of work without prior approval of u'ctt a Building Division. C,:, f .s,„ ioes will require a new plan submittal and may include additional plan reviev,► fees. INSIDE OF DOOR OPENING (2) - #14 x 1 -1/2" HEX HD. TEK SCREWS 1 -1/2" x 1 -1/2" x 5 -1/2" 12 GA. GALV. ANGLE (2) - #14 x 1 -1/2" HEX HD. TEK SCREWS INSTALL.(1) STABILIZER ON EACH SIDE OF OPENING AT INTERIOR OF BOX DETAIL - DOOR STABILIZER Scale: NTS Saved on 11/5/2011 10:27:27 AM by PAUSTIN. CONDUIT BY OTHERS • ELECTRICAL BOX ® 1/2" CONDUIT • CONDUIT CONNECTOR • OPTIONAL LIGHT e OPTIONAL SWITCH AND COVER PLATE DETAIL - PS -1 ELECTRICAL - UL LISTED - UL LISTED - UL LISTED - UL LISTED - UL LISTED Scale: NTS FILE t� 9 PY Permit No. tA L �P Pl ^.r rc Jiew approval is subject to errors and omissions. I. .7-2! of construction documents does not . thcr ize of E;riy ^dopted code or pt Ada An! �, . is acknow! • Cd: By Date: MAW City Of'ntkwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2011 City of Tukwila BUILDING DIVISION CORREQTIfiN LTR# 1 I I RECEIVED CITY OF TUIMJILA DEC O 6,2011 PE M!T C LATER E CU N c 0 M i Z T r'0 a E ° U ea DESCRIPTION zl COLOR CODE BLACK SEATTLE'S FAVORITE 935 INDUSTRY DRIVE TUKWILA, WA 98188 P.O. # 1 101911 DRAWING #I SD -5 of 5 FW93747 127304 KPS -400 SCALE 3/8" = 1' -0" PLANT LOC. AZ PRAWN BY DATE: CHECK BY: DATE: MPILAND 11/03/11 CA 11/04/11 DETAILS SHEET ,UNIT # 1 I ATTENTION ALL UNITS ARE DESIGNED FOR INDOOR APPLICATIONS UNLESS NOTED OTHERWISE DESCRIPTION FREEZER AS SHOWN - WITH FLOORS NSF AND UL LABELED FOR FLAME SPREAD AND SMOKE DEVELOPED THERMA - STRUCTURE (WOOD FRAME) SEISMIC TIE DOWNS: IF REQUIRED AND NOT SHOWN AS SUPPLIED BY KPS - THEY ARE TO BE SUPPLIED BY OTHERS INSULATION 5" POURED IN PLACE URETHANE FOAM GENERAL NOTES SCREED: N/A NAMEPLATE: KYSOR PANEL SYSTEMS COVED BASE: WHERE REQUIRED AND NOT SHOWN IS BY OTHERS. ROOF: NA INSTALL: BY OTHERS FINISH INTERIOR WALL: NATURAL EMBOSSED GALVANIZED INTERIOR TOP: NATURAL EMBOSSED GALVANIZED INTERIOR FLOOR: .050 NATURAL SMOOTH ALUMINUM OVER DOUBLE LAYER 1/2" PLYWOOD W/ 3/16" DTA OVERLAY EXTERIOR WALL: NATURAL EMBOSSED GALVANIZED EXTERIOR TOP: NATURAL EMBOSSED GALVANIZED EXTERIOR FLOOR: NATURAL EMBOSSED GALVANIZED DOORS /OPENING ®(1) 6' -0" X 8' -0" OPENING WITH (72" X 96 ") JAMISON SLIDE LEFT DOOR DOOR /OPENING HARDWARE N/A JAMB GUARDS 18 GA. GALVANIZED JAMB GUARDS (FACTORY INSTALLED) ELECTRICAL (1) THERM. 2" DIAL (1) SWITCH (1) LIGHT INSTALLED (8) LIGHTS LOOSE in SECTION NO SCALE rNi 1I N C -3 10 -7/16 x 5 -3/8 W -1 47 8' 9" 23' -6" 11" 6' -0" C ^> TRD - 1 72 x 32 TT W -3 W -2 23 1 —F01 FREEZER W /FLOOR 11'- 6" 0.A. L.O.F = 128" NSF LABEL 37730 BTU/HR WALL AND INFILTRATION LOSS. LOAD BASED ON STORAGE ONLY. 28 -7/8 8' 9" W -5 47 q IND x co (l:: ao 1 ' (% N Ln W-1 47 W -1 47 W -1 47 Wall Layout W -5 W -2 TRD - 1 W- 3 Saved on 11/5/2011 10:27:27 AM by PAUSTIN. 2 x 6 BLOCKING FLAT TO EXT. UNDER METAL ELEVATION W -4 NO SCALE W -1 47 W -1 47 C -1 40 -1/2 x 5 -3/8 Top Layout LOCK HOLES TO BE LOCATED ON EXTERIOR OF ALL TOP PANELS Minimum Design Load Uniformly Distributed Tops (PSF):10 Walls (PSF): 5 *Floors (PSF): 250( *Not For Pallet Jack or Forklift As ATTENTION * *ON ALL FREEZERS ** : BUTYL ALL JOINTS - TOPS TO TOPS; WALLS TO WALLS; FLOORS TO FLOORS; WALLS TO TOPS & WALLS TO FLOORS - AS PANELS ARE ASSEMBLED. *BUTYL MUST NOT BE EXPOSED *. 6 ATTENTION PENETRATIONS ARE THE RESPONSIBILITY OF OTHERS. MCI •14)( REVEli' ED F CODE COMPLIANCE APPROVED DEC 1 2 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0.62011 PERMIT CENTER I 23' -6" H —1 T -1 47 PG � 2 -- 1 T -2 47 - -_ -- t G �- - - -� G T T -3 46 -1/16. TP 1-- 1-- BLACK G T G T T -2 47 -- T -- T -2 47 G _ -- T T -2 47 H --1 H • • Tr • T -4 47 PG G T SEATTLE'S FAVORITE 935 INDUSTRY DRIVE TUKWILA, WA 98188 P.O. # I 101911 DRAWING 44 SD -3 of 5. FW93747 G T T -5 47 -- G T —�-� -- T -5 47 G . T •.1 fEl T -6 46 -1/16 TP -- -- 1- C I-- J-, l''' 11/03/11 L.O.F. = 178-15/16" T 29' -1 T -5 47 G T 0 T -5 47 Top Layout LOCK HOLES TO BE LOCATED ON EXTERIOR OF ALL TOP PANELS Minimum Design Load Uniformly Distributed Tops (PSF):10 Walls (PSF): 5 *Floors (PSF): 250( *Not For Pallet Jack or Forklift As ATTENTION * *ON ALL FREEZERS ** : BUTYL ALL JOINTS - TOPS TO TOPS; WALLS TO WALLS; FLOORS TO FLOORS; WALLS TO TOPS & WALLS TO FLOORS - AS PANELS ARE ASSEMBLED. *BUTYL MUST NOT BE EXPOSED *. 6 ATTENTION PENETRATIONS ARE THE RESPONSIBILITY OF OTHERS. MCI •14)( REVEli' ED F CODE COMPLIANCE APPROVED DEC 1 2 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0.62011 PERMIT CENTER I COLOR CODE BLACK 1 LEGEND ELECTRICAL SYMBOLS ®= 3 -WAY SWITCH ®= 4-WAY SWITCH pJ = JUNCTION BOX OS = SWITCH 0= THERMOMETER ® = TS -2 THERMOMETER HO= HEATED VENT ( #1832) © = HEATER WIRE JUNCTION ©= LIGHT ON = NON - HEATED VENT ®= ALARM 0= DIGITAL THERMOMETER OF = FAN CUT -OFF SWITCH ® = HEATED VENT ( #1845) ®= HEATED VENT ( #1825) ® = 2x3x2 -3/4" ELECT. BOX W /3/4" CONDUIT NOTE REFERENCE LAYOUT(S) FOR LOCATIONS AND FOR SPECIFICATIONS REFER TO GENERAL NOTES. SEATTLE'S FAVORITE 935 INDUSTRY DRIVE TUKWILA, WA 98188 P.O. # I 101911 DRAWING 44 SD -3 of 5. FW93747 QUOTE # 1 Q127304 KPS -300 SCALE 3/8" =1' -0" PLANT LOC. AZ DRAWN BY: DATE: CHECK BY DATE: MPILAND 11/03/11 CA 11/04/11 I PLAN VIEW SHEET UNIT # 1 , ® ATTENTION AI ALL UNITS ARE DESIGNED FOR INDOOR APPLICATIONS UNLESS NOTED OTHERWISE (5) ROWS OF 2 x 4 BLOCKING AS SHOWN 11 Floor Layout 0 F -7 G 4 11/16" Saved on 11/5/2011 10:27:27 AM by PAUSTIN. T G F -8 T 0 4 11/16 "J (5) ROWS OF 2 x 4 BLOCKING AS SHOWN ∎ 48" 11' -8 15/16" 48" 23' -6" 11' -9 1/8" 30" —► L.O.F. = 140 - 15/16" L.O.F. = 140- 15/16" DTA -2 48" x 58" DTA -1 48" x 96" DTA -2 48" x 58" DTA -1 48" x 96" DTA -2 48" x 58" DTA -4 30" x 96" rn .. 0 N 7 DTA -1 48" x 96" DTA -1 48" x 96" F -3 47 TP F DTA -4 30" x 96" G T F -6 47 TP H DTA -1 48" x 96" ... DTA -1 48" x 96" c� F -2 47 i- DTA -4 30" x 96" G T w F -5 47 H DTA -1 48" x 96" " .-. DTA -3 30" x 58" to F -2 47 1- G T 0 F -5 47 1- " F -7 47 G T Io F -8 47 0 I- T F' .-. V F -2 47 G T V F -5 47 F -2 47 G T F -5 47 F -2 47 H G T F -5 47 F -1 27 -11/16 PG G T F -4 27 -11/16 PG t i i i i t Floor Layout 0 F -7 G 4 11/16" Saved on 11/5/2011 10:27:27 AM by PAUSTIN. T G F -8 T 0 4 11/16 "J (5) ROWS OF 2 x 4 BLOCKING AS SHOWN DTA Layout USE #14 x 1 -1/2" TRUSS HD. SCREWS ©12" O.C. - PERIMETER & 24" O.C. - INTERMEDIATE (PRE -DRILL HOLES PRIOR TO SHIPPING) M11- I(9( REVIEWED T R CODE COMPLIANCE APPROVED DEC 12 2011 City of Tukwila BUILDING DIVISION Ni aw ..I 0 SiU - Si u 4.. (61 4-3 ni- cu z 0 DESCRIPT COLOR CODE BLACK SEATTLE'S FAVORITE 935 INDUSTRY DRIVE TUKWILA, WA 98188 P.O. # 1 101911 RAWING 44 SD -4 of 5 FW93747 RECEIVED CITY OF TUKIMLA DEC O 6,2011 PERMIT CENTER KPS -300 SCALE 3/8" = 1' -0" PLANT LOC AZ PRAWN BY: DATE: CHECK BY: DATE: MPILAND 11/03/11 CA 11/04/11 PLAN VIEW SHEET ,UNIT # i ∎ 48" 48" - 48" 48" ■' 48" ►- 30" —► 72" DTA -5 6" x 72" DTA -2 48" x 58" DTA -1 48" x 96" DTA -2 48" x 58" DTA -1 48" x 96" DTA -2 48" x 58" DTA -4 30" x 96" rn DTA -1 48" x 96" DTA -1 48" x 96" DTA -1 48" x 96" DTA -1 48" x 96" DTA -1 48" x 96" DTA -4 30" x 96" _ rn v DTA -1 48" x 96" DTA -1 48" x 96" DTA -1 48" x 96" DTA -1 48" x 96" DTA -1 48" x 96" DTA -4 30" x 96" rn DTA -1 48" x 96" DTA -1 48" x 96" DTA -1 48" x 96" DTA -2 48" x 58' DTA -3 30" x 58" n DTA -2 48" x 58" DTA Layout USE #14 x 1 -1/2" TRUSS HD. SCREWS ©12" O.C. - PERIMETER & 24" O.C. - INTERMEDIATE (PRE -DRILL HOLES PRIOR TO SHIPPING) M11- I(9( REVIEWED T R CODE COMPLIANCE APPROVED DEC 12 2011 City of Tukwila BUILDING DIVISION Ni aw ..I 0 SiU - Si u 4.. (61 4-3 ni- cu z 0 DESCRIPT COLOR CODE BLACK SEATTLE'S FAVORITE 935 INDUSTRY DRIVE TUKWILA, WA 98188 P.O. # 1 101911 RAWING 44 SD -4 of 5 FW93747 RECEIVED CITY OF TUKIMLA DEC O 6,2011 PERMIT CENTER KPS -300 SCALE 3/8" = 1' -0" PLANT LOC AZ PRAWN BY: DATE: CHECK BY: DATE: MPILAND 11/03/11 CA 11/04/11 PLAN VIEW SHEET ,UNIT # i