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HomeMy WebLinkAboutPermit M13-0225 - VULCAN WAREHOUSE - ALTERATIONVULCAN WAREHOUSE 3314 S 116 ST M13-0225 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT Parcel No: 1023049011 Permit Number: M13-0225 Address: 3314 S 116 ST BLDG 8 Issue Date: 2/4/2014 Permit Expires On: 8/3/2014 Project Name: VULCAN WAREHOUSE Owner: Name: APOLLO HOLDINGS LLC Address: 505 5TH AVE S #900 , SEATTLE, WA, 98104 Contact Person: Name: JOHN ADDISON Phone: (425) 774-4185 Address: 234 FIFTH AV S , EDMOPNDS, WA, 98020 Contractor: Name: WILCOX CONSTRUCTION INC Phone: (425) 774-4185 Address: 123 4TH AVE N , EDMONDS, WA, 98020 License No: WILCOC*194Q0 Expiration Date: 12/10/2015 Lender: Name: Address: 1// DESCRIPTION OF WORK: INSTALLATION OF DEHUMIDIFICATION UNIT FOR WAREHOUSE COOLER Valuation of Work: $19,000.00 Type of Work: NEW Fuel type: ELECT Fees Collected: $424.88 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer Distric: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2012 2012 Permit Center Authorized Signature: Date: 1'1-1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: .jo44.-3 D - Date: 2-/q//4/ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***MECHANICAL PERMIT CONDITIONS*** 2: All mechanical work shall be inspected and approved under a,separate permit issued by the City of Tukwila Permit Center (206/431-3670). 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southeenter Blvd, Suite 100 Tukwila, WA 98188 hun://www. Tuk w la W A Roy 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** S1 J.00ATIOI • :f King Co Assessor's Tax No.: She Address: 3314 South 116th Street, Tukwila, WA 98168 Suite Number: Tenant Name: Tukwila Warehouse Tenant Improvement New Tenant: ;1:00,4ER,T1ONOigitl: !...1..,••••••:,... ' '..'1:::.;;1.-4-?•;;;',.:::'..:.:.:.:-:. Name: v('cc4..), 7...1 . City: Edmonds . State: WA Address: 5o5 5 a Ave.. .s- . 774-4187 City: .grotTYLC State: IAA Zip: 7.6 /04 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Installation of Dehumidification Unit for Warehouse Cooler 19,000 Use: Residential: New Commercial: New LJ Replacement ..... Replacement 0 Puel Type; Electric.— gl Gas 0 Other: IkkAppaltstionfiliornanApplitittinreO Idath7.011 Applinationsihiesbactical kraal Application lasylsed th.4.1l.doct invited Monist 2011 bh Page 1 of 2 Company Name, Entek Corporation Name' Wilcox Constructionfflohn Addison Address: 234 5th Avenue South City: Edmonds . State: WA Zip: 98o2O Phone: (425) 774-41.85 FaX: (425) 774-4187 Email: jaddison@wileoxconstruction.com Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Installation of Dehumidification Unit for Warehouse Cooler 19,000 Use: Residential: New Commercial: New LJ Replacement ..... Replacement 0 Puel Type; Electric.— gl Gas 0 Other: IkkAppaltstionfiliornanApplitittinreO Idath7.011 Applinationsihiesbactical kraal Application lasylsed th.4.1l.doct invited Monist 2011 bh Page 1 of 2 Company Name, Entek Corporation Address: 1021 Columbia Blvd City: Longview state' WA 41): 98632 Phone: (360) 423-3010 Fax: (360) 423-2091 Contr Reg No.: ENTEK0,893swE Exp Date: 01/15/2013 Tukwila Business License No.: Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Installation of Dehumidification Unit for Warehouse Cooler 19,000 Use: Residential: New Commercial: New LJ Replacement ..... Replacement 0 Puel Type; Electric.— gl Gas 0 Other: IkkAppaltstionfiliornanApplitittinreO Idath7.011 Applinationsihiesbactical kraal Application lasylsed th.4.1l.doct invited Monist 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: -vait Type :..' ' Qty Furnace <100k bin Emma > 100k btu Floor flanace Suspendedlwa{Ufloor mounted heater Appliance vent Repair or addition to beatlre$ig/cooling system Air handling unit <I0,000 cf n 1 link Tjie' ::. Qty, Air handling unit >10,000 cfrn Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type QtY'. Fire damper Difiitser Thermostat Wood/gas stove Emergency generator Other mechanical equipment BoilerrCompressor :Qty: D-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+hp/1,750,000 btu 'iP.ERIH T`iiiiiYGATION•Ntlis Value of construction— in all caste 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, Tho building official may grant one extension of time for additional periods not to exceed 40 days each. The extension • shall be requested in writing and Justifiable cause demonstrated. Sedion 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OP THE STATE OF WASHINGTON, AND 1 AM AUTTIORIZM TO APPLY FOR THIS PERMIT. SiUNB ILDINGOWR ++ /� ZED AGE ► Date !t[ t�� • t rcr' 111 i Print Nand. /L7lAicet& Day Telephone: ( ,yZ� ,- S ori Mailing Address: Q� S Ttf a%-Vf S, �Uf rn� t 1P4 oq City State Zip rtiAppiicMlomSPatta-Appliesore oo fimizOI 1 AypGationfiMo hmical Parris Applicaian Revised BA -1 h.doo, Revised: Augurs 2011 bis Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS •I Per-mitTRAK ACCOUNT I QUANTITY I PAID $424.88 M13-0225 Address: 3314 S 116 ST BLDG 8 Apn: 1023049011 $424.88 MECHANICAL $424.88 PERMIT FEE R000.322.100.00.00 $307.40 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R239 R000.322.102.00.00 $84.98 $424.88 Date Paid: Tuesday, December 03, 2013 Paid By: ENTEK CORPORATION Pay Method: CHECK 67513 Printed: Tuesday, December 03, 2013 2:24 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1, 3-02ZS Project/2.f /(i 4v. TYp �,tn 7: 006 (?d>i A Aes 1 T S! 1 L Date Called: Special.ecInstructions: f- J 0 i`} // 4/.44'A DateWanted: / '2 1(. f a.m. p.m. Requester: PhoneGNo• 3 '/Z J e Uz Approved per applicable codes. DCorrections required prior to approval. COMMENTS: (?d>i A /A1 40ipM(67� _ak /------/ ---\ Date& 2r,- /4_/. I 1 ' Ej SPECTION FEE REQUIRE Prior to nex inspection, fee must be id at 6300 Southcenter Blvd../ uite 100. Cal to schedule reinspection. MAINTAIN 36" CLEARANCE IN FRONT OF SERVICE ACCESS TO EQUIPMENT AND PANELS PER ELECTRICAL CODE SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical . ,[ Electrical Plumbing Gas Piping City of Tukwila BU LL1NG DIVISION 3' \\ \ \ \\ \ \` .\ \, \ \• \� \ , \ \ \.\ • LINE`ET o TO CONDENSER REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SUPPLY AIR 12"X12" 3" '-5" 1 1'-5" 3" } 4' T 1'-4 2" DEHUMIDiFIEP ❑NDENSEP 4' SCALE (DN 24"X3/6" PLAN SET) FILE COPY Permit No. AN; �D22� NZ O U Plan review approval is subject to errors and o Approval of construction documents does no' zit the violation of any adopted code or ordinance. '41 !t -approved Field and condUons is ackvlo4 SERVICE' ACCESS BDYati7 z�5'//y City Of 1ibkwila FROM THIS SIDE BUILDING DIVISION C❑NTR❑L:`. AND POWER PANEL L❑CATI❑N Nf— VERTICAL UNISTRUT TO SUPPORT PANEL ABOVE DH UNIT FOR SERVICE ACESS rREVIEWED FOR— 'CODE COMPLIANCE APPROVED JAN 3 1 2014 P City of u iia BUILDING ISION RECEIVED CITY OF TUKWILA DEC 0 2013 PERMIT CENTER .7 --RETURN AIR 1S -1/2"X4-5/8" TRANSITI❑N TO 12X12" NOT TO SCALE M 1 0 2.2. FORKLIFT HOLE TYP) iwJ =m< �ww PROJECT Cr)W WCIC szic DATE 11/4/13 REVISION 11/9/13 11/14/13 SHEET M1.0 Y 831N3311WIJ3d u 0 cr) -nD Ln D \N / • / vm- �m <�o0-D mm orn v_� 1--i OCMi Oc • <13v —C 192i-7. ADO. Q� nM M D D THIS DRAWING IS THE EXCLUSIVE PROPERII OF APPLIED S,SIEMS NORTHWEST. THE DRAWING OR BLUEPRINTS CONTAINING THIS DESIGN ARE AND SHALL REMAIN THE PROPERTI OF APPLIED SISTEMS NORTHWEST. THE DELIVERY OF THE ORIGINAL OR COPIES THEREOF DOES NOT CONST1TUTE.A PUBLICATION THEREOF. THESE DRAWINGS OR BLUEPRINTS ARE EXHIBI ED TO 10U SOLEL, FOR THE PURPOSE OF TRANSACTING A SALE Br APPLIED SISTEMS NORTHWES . OF THE AIR COND BONING S',STEM INCORPORATING THIS DESIGN. AN! COMMUNICATION OF THIS DESIGN WITHOU THE CONSENT OF APPLIED SYSTEMS NORTHWEST CONSTITUTES A VIOLATION OF THE LAWS OF THIS STATE. 1 \ / 1 Rm Hum. Set % Rm Temp Set °F State Points Moisture Gr/Lb Temperature F Volume SCFM - Ui 45 00E D cn 65 300 13 C3) (3) 4 REACT IN -A C.n Com) COa 120 Ca`) REACT OUT 831N3311WIJ3d u 0 cr) -nD Ln D \N / • / vm- �m <�o0-D mm orn v_� 1--i OCMi Oc • <13v —C 192i-7. ADO. Q� nM M D D THIS DRAWING IS THE EXCLUSIVE PROPERII OF APPLIED S,SIEMS NORTHWEST. THE DRAWING OR BLUEPRINTS CONTAINING THIS DESIGN ARE AND SHALL REMAIN THE PROPERTI OF APPLIED SISTEMS NORTHWEST. THE DELIVERY OF THE ORIGINAL OR COPIES THEREOF DOES NOT CONST1TUTE.A PUBLICATION THEREOF. THESE DRAWINGS OR BLUEPRINTS ARE EXHIBI ED TO 10U SOLEL, FOR THE PURPOSE OF TRANSACTING A SALE Br APPLIED SISTEMS NORTHWES . OF THE AIR COND BONING S',STEM INCORPORATING THIS DESIGN. AN! COMMUNICATION OF THIS DESIGN WITHOU THE CONSENT OF APPLIED SYSTEMS NORTHWEST CONSTITUTES A VIOLATION OF THE LAWS OF THIS STATE. 1 \ / 1 A w \ L,•1 REVISION 1 m / TUKWILA WAREHOUSE JOB# 13478 KENT, WA 0 `m n y APPLIEDSYSTEMS NORTHWEST 500 W Siff 510001. SUOE 110 . VANCOUVER. W090660 - 011. 300!833962 - FAt 160.86531M . w. ueinc.wn dO N]GNO d3131Q1w(IH3Q n r \ / 831N33 liwa3a 7 o -< 77 �rn OT -i m w cc N m *0 F.--- > S310NA3:� pIC^^ xl r ♦J 13 v, i >m2' G) -I, CAD 2) 0 C Pc o mr0 n m m z THIS DRAWING IS THE E,CLOSIVE PPOPEP II OF APPLIED SISIEMS NORIHWE`.1. RIE DRAWING OR BLGEPR11 IS CONIAVNG THIS OLSn:l APE AND SHALL REMAIN THE PROPERII OF APPLIED S'STEMS NOR HWESI. THE DEuvERI OF THE ORIGINAL OR COPIES THEREOF DOES NOT CONSTITUTE A PUBLICATION THEREOF THESE DPAWINGS OP BLOEPPIN IS APE Er HI5I IED TO SOLI E LEL FOP THE P1.PP;7iF OF IPAN:AC TING A SALE B4PPLE0 5, SIEMS NOP1H wESI, OF THE 415 CuND 110NING' S,S TEM INCCPPORADNG IHIS DESIGN. ANY COMMUNICATION OF THIS DESIGN WITHOUT THE CONSENT OF APPLIED SYSTEMS NORTHWEST CONSTITUTES A VIOLATION OF THE LAWS OF THIS STATE. N m m TUKWILA WAREHOUSE JOBS 13478 KENT, WA -70 0 n -. APPLIEDSYSTEMS NORTHWEST 8TH STREET. SUITE 310 • VANCOUVER. WA IM60 - 6T3: 360.3.3962 - FAX ][0.985.3369 - www.wF6.cam J ARD I REVISION -I, '`... CA CA m TUKWILA WAREHOUSE JOBS 13478 KENT, WA -70 0 n -. APPLIEDSYSTEMS NORTHWEST 8TH STREET. SUITE 310 • VANCOUVER. WA IM60 - 6T3: 360.3.3962 - FAX ][0.985.3369 - www.wF6.cam J W 0 C p 7 F z -mom<. o Fn 0 co xl cv 0F.--C1 • m z m3 zo i m t J1 13 0 M -"1 70 . v '‹ 70 „cmc p n 0 o _4 m M w c< Z N • Cv m - CO Do FD ni P7 THIS DRAWING IS THE EXCLUSIVE PROPERTi OF APPLIED S :STEMS NORTHWEST.- THE DRAWING OR BLUEPRINTS CONTAINING THIS DESIGN ARE AND SHALL REMAIN THE PROPERT, OF APPLIED SrSIEMS NOR HWES1. THE DELIVER, OF THE ORIGINAL OR COPIES THEREOF DOES NOT CONSTITUTE A PUBLICATION THEREOF. THESE DRAWINGS OR BLUEPRINTS ARE EXHIBITED TO 101.) 50LELr FOR THE PURPOSE OF TRANSACTING A SALE B, APPLIED S,STEMS NORTHWEST, OF THE AIR CONDITIONING SiSTEM INCORPORATING THIS DESIGN. AN COMMUNICATION OF:THIS DESIGN WITHOUT THE CONSENT OF APPLIED SYSTEMS NORTHWEST CONSTITUTES A VIOLATION OF THE LAWS OF THIS STATE. m m TUKWILA WAREHOUSE JOB#.13478 KENT, WA APPLIEDSYSTEMS NORTHWEST SOO W STM STREET, SUITE 110 • VANCOUVER, WA 118660 • 1,9. 360.81).390] - FAX 360.885.3180 - +wti aaoFK.com ;0 REVISION 1 A \ - CA L4 m TUKWILA WAREHOUSE JOB#.13478 KENT, WA APPLIEDSYSTEMS NORTHWEST SOO W STM STREET, SUITE 110 • VANCOUVER, WA 118660 • 1,9. 360.81).390] - FAX 360.885.3180 - +wti aaoFK.com Y PANEL FRONT OFF ON OFF MAIN HAND AUTO DISCONNECT SYSTEM PROCESS FA\ CONTROL MUNTERS TB1 HI J3-3 J3-1 H2 MUNTERS TBI J4-3 J4-1 EINE VOLTAGE WIPING + INSIDE PA\EL LAYOUT REVIEWED FOR CODE COMPLIANCE APPROVED JAN 31 22014 City of Tukwila BUILDING DIVISION LOW VOLTAGE WIPING 460 s, 50 VA 24 VA 45' SP TEMP CONTROLLER DISPLAY fl TBI 9'432010 TB1 • 0 17I CR1/ A® AR4 DP CS TB2 BAS COOL DI © STATUS HR CO (4 POLE) O • HUMIDITY CONTACTS HR3 R (4 OLE) E25 E26 TB2 BAS BAS QI COOL DD ❑2 24V AC TB2 FAULT•B IS DHRI 2 PO HI X;w AR3 TB1 g E19 MUNTERS E20 S/S TB2 BAS DH 4 24V AC BAS D0 LEGEND: CI = COOLING CONTACTOR DP = DIFFERENTIAL PRESSURE LAT = LEAVING AIR TEMPERATURE HGS = HOT GAS BYPASS HR = HAND RELAY AR = AUTO RELAY CR = COOL RELAY DHR = DEHUMIDIFICATION RELAY CS = CURRENT SENSOR RECEIVED CITY OF TUKWILA DEC 0 3 2013 PERMIT CENTER C1)ME N W (i); W I_ OC: am am BOJ QZ. PROJECT LJA Q co st OY DATE REVISION 11/9/13 11/13/13 11/14/13 11/18/13 SHEET E1.0 460 V POWER CONDENSING 01 CONTACTOR 20 AMP TI .T2 T LINE C❑PELAND BREAKER 15 AMP LINE MUNTERS BREAKER 15 AMP DISCONNECT 'MAIN 60 AMP - SUPPLY UNIT 460 V LOAD LOAD ix2 x2 x2 460 V " DEHUM --IH DIFFERENTIAL PRESSURE O 24V C __IHSEN DISCHARGE AIR TEMP • TRANSFORMER 460 •V 50 24V t VA SWITCH + - CONTROLLER (SET 42') 1 A/C COIL T1B 1 2 3 4 5 6 7 8 9 10 TB 11 2 3 4 5 6 7 8 9 10 LOW VOLTAGE WIPING 460 s, 50 VA 24 VA 45' SP TEMP CONTROLLER DISPLAY fl TBI 9'432010 TB1 • 0 17I CR1/ A® AR4 DP CS TB2 BAS COOL DI © STATUS HR CO (4 POLE) O • HUMIDITY CONTACTS HR3 R (4 OLE) E25 E26 TB2 BAS BAS QI COOL DD ❑2 24V AC TB2 FAULT•B IS DHRI 2 PO HI X;w AR3 TB1 g E19 MUNTERS E20 S/S TB2 BAS DH 4 24V AC BAS D0 LEGEND: CI = COOLING CONTACTOR DP = DIFFERENTIAL PRESSURE LAT = LEAVING AIR TEMPERATURE HGS = HOT GAS BYPASS HR = HAND RELAY AR = AUTO RELAY CR = COOL RELAY DHR = DEHUMIDIFICATION RELAY CS = CURRENT SENSOR RECEIVED CITY OF TUKWILA DEC 0 3 2013 PERMIT CENTER C1)ME N W (i); W I_ OC: am am BOJ QZ. PROJECT LJA Q co st OY DATE REVISION 11/9/13 11/13/13 11/14/13 11/18/13 SHEET E1.0 t• SPECIFICATIONS Indoor cooler (+35°F) (with floor) NSF Foam Gasket (1/16" joint thickness), Cam -lock layout #2 WCND - Pin Housing SPECIAL INSTRUCTIONS Meets 2009 Federal Energy Independence and Security Act Requirements. Standard crating WALL PANELS Construction: 5" high density urethane Exterior Finish: 26 ga. stucco galvalume (Rigidized) Interior Finish: 26 ga. stucco galvalume (Rigidized) Ceiling connections: Cam -lock Floor connections: Angle screed CEILING PANELS Construction: 5 1/2" wood frame urethane Exterior Finish: Metal Interior Finish: 26 ga. stucco galvalume Ceiling Caps: Factory mounted. Live Load: 10 psf DOORS (A]: 52" x 84" overlap model G3 cooler door ••• PLUG WILL NOT BE RAISED UNLESS SPECIFIED OTHERWISE Frame: 5" high density urethane, 3 -sided w/ 26 ga. stucco galvalume (ext. & int.) w/ 16 ga. smooth galv. liners Plug: 4" thick, 3 -side laps, w/ 26 ga. stucco galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1277-16 heavy duty hinge (1 7/8" offset) (1) Kason #56XL standard latch, polished chrome (1) Kason #486A inside release (recessed) (1) Single pole toggle switch w/ pilot light 9 ext. (1) Analog 2" flush mount dial thermometer (12" capillary) SPECIAL PANEL V2.A: (1) Terminal J -box ® interior w/ concealed conduit I 5" high density urethane F7777715 1/2" wood frame urethane PARTS (10) ea. 4' fluorescent light fixture for cooler or freezer application (Accepts F54T5H0 lamps. Lamps NOT included.) (13) ea. (2" x 2") x 96" x 26 ga. stucco galvalume Interior seismic tie -down at ceiling level (11) ea. (6" x 1 1/2"). x 16 ga. smooth galv. Combination interior cove base/seismic tie -down floor level STANDARD ENGINEERING NOTES Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinforcing are to be designed by a qualified professional engineer based on concrete strength and specific soil condition at the building site. Foundation and freezer pit to be designed for loads designated on plan. All foundation dimensions to be field verified. All mechanical unit anchorage and support to be designed by others. All connectors or elements in contact with aluminum to be stainless steel (STL/STL). If walk-in ceiling is suspended existing roof structure to be designed by others for loads induced from new walk-ins where shown on plans. Walk-in is designed for code applied loads. Design does not include static pressure review. Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. All loads are service loads. Special Inspection is required per IBC 1704 and 1707 for for post installed anchor bolts (for California, follow CBC 1704 and 1707). WARNING - ELECTRICAL SEAL After wiring devices, ALL conduits must be sealed to stop moisture transfer through electrical raceways. Failure t0 seal device per NEC codes WILL VOID WARRANTY. REVISIONS #1: Remove floor, door to 52" x 84", resub #2: Revised ID ht. to 132", move door, add lights, resub #3: Revised box ht., & finish, resub #4: Revised ht to 13'-6" ID, move door to 48" from inside corner, resub 85: Revise per approvals & prep for Engineering COMPONENT NSF LABEL N.S.F. LISTED (STD 67) N.S.F. GASKET @ ALL PANEL JOINTS Cooler: 23,065 BTUs @ 16 hrs/day THE MINIMUM BTU'S SHORN ARE BASED ON NSF STANDARD 87, SECTION 5, PARAGRAPH 5.36.7, REQUIREMENTS (REF. TABLE 1). THESE NUMBERS ARE NOT INTENDED TO BE USED FOR SIZING OF REFRIGERATION UNITS FOR THIS WALK-IN. IMPERIAL MFG RECOMMENDS CONSULTING WITH A QUALIFIED ENGINEER OR CONTRACTOR. N '4 4125 W24 W23 W22 12 2111506 W21 1Z 3$ 35 12 2.A V1.A 24 1/16 r [A] I _ W20 W1 (1)ELEVATION 1 94 Door Frame Ht. X 48 CORRECTION LTR# ANGLE PANELS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 31 2014 City of Tukwila BUILDING DIVISION CITY OF RECEIVED LA JAN 16 2014 PERMIT CENTER 13 -WW -59024-01 SMITH & GREENE COMPANY• - KENT, WA TUKWILLA WAREHOUSE - KENT, WA NOTE: TO PREVENT CONDENSATION, THERE MUST BE A MINIMUM CLEARANCE OF T FROM THE WALK-IN EXTERIOR SURFACE. HIGH HUMIDITY CONDITIONS MAY REQUIRE FORCED VENTILATION IN ADDITION TO CLEARANCE. NOTE: FLOORS OF INSTALLATION SITES SHALL BE TRUE AND LEVEL WITHIN 3116' PER 10' OR ADDITIONAL COSTS MAY BE INCURRED. NOTE: MANUFACTURER IS NOT RESPONSIBLE FOR ELECTRICAL, PLUMBING, PERMITS OR CONCRETE WORK UNLESS USTED ON THE QUOTE. F.cvaart. it REV# DATE BY t10/11/2013 © 10/10/2013 10/15/2013 10/18/2013 11/14/2013 TD TD TD TD TD DO NOT SCALE THIS DRAWING SCALE: 3/16” = 1'-0" DATE DRAWN: 10/2/2013 DATE PRINTED: 11/19/2013 DRAWN BY: TODD DISSMEYER CHK'D BY: DRW#: 13 -WW -59024-01 NoOX: 1 OF 1 SHEET: 1 OF 2 a 17 7/16 22 1/8 26 21 1/16 26 21 1/16 26 16 5/16 5" high density urethane 5 1/2" wood frame urethane el m rl COON N Canloda@24"OC Ceiling panel sr sr CD 2"x2"xcont. x26ga. w/ #8 x 1/2" MTHSMS rN 12" o/c at ea. leg w1 (4) *8 x 1/2" © splices at ea. leg (lap 5" min.) Wall panel G)CEILING TIE-DOWN DETAIL High density frame panel, camlock (NTS) sr m m 0 0 0 0 1 N SPLICE DETAIL ko r - N m N N CEILING PANELS 15 1/2 11 7/16 18 9/16 26 21 1/16 26 21 1/16 26 21 1/16 26 16 5/16 EXT. 61/2 Wall panel Angle screed COMPONENT LOCATIONS INT. (hit/ Corrhectim blathers 7— than Inperial-Bwnn 3813x3" lag bolt 12" QC at rats ar#14 x t 1/2 at 12"QC oto ceiling pals -faster s b/ others than Inpmal-Broxn C4(5.4 Ib Wbditrical uit s(ppart by others than Irrpaial-Bow( (dim nw a ) 44 MECHANICAL UNIT CONNECTION 2 Design, materials and installation by others than Imperial -Brown Minimum Support REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 1 2014 1 1/2" x 6" x cont. tie -down w/: /8" radiu ity of Tukwila w/ *8 x 1/2" MTHSMS (� 12" c into $I p /--w/3/8"x3"TitenHD©36"o/�irto�lo [ �`NG DIVISION (Min. embed. = 2 1/2") I Concrete floor (NIC) 22 COMBINATION COVE BASE/ TIE -DOWN DETAIL (V (NTS) PVC CONDUIT HOLD BELL OF CONDUIT FLUSH WITH RAIL EQ. EQ. • 44399 EXPIRES I PIN PVC CONDUIT CAM RECEIVED CITY OF TUKWIL JAN 1 6 2014 PERMIT CENTE 33 PANEL TO PANEL CONDUIT DETAIL (I High Density Panel NTS R 1 T a� 0 =Naak. REV# DATE BY 10/10/2013 TD A 10/11/2013 TD 10/15/2013 TD 10/18/2013 TD © 11/14/2013 TD DO NOT SCALE THIS DRAWING SCALE: 3/16" = 1'-0" DATE DRAWN: 10/2/2013 DATE PRINTED: 11/19/2013 DRAWN BY: TODD DISSMEYER CHK'D BY: DRW#: 13 -WW -59024-01 BOX: 1 OF 1 SHEET: 2 OF 2 1 r m ---1 I. 4 It Ij ®� • g i� 612 11 m ,-.1 m . [A] - ce; 1= ,, Wall panel Angle screed COMPONENT LOCATIONS INT. (hit/ Corrhectim blathers 7— than Inperial-Bwnn 3813x3" lag bolt 12" QC at rats ar#14 x t 1/2 at 12"QC oto ceiling pals -faster s b/ others than Inpmal-Broxn C4(5.4 Ib Wbditrical uit s(ppart by others than Irrpaial-Bow( (dim nw a ) 44 MECHANICAL UNIT CONNECTION 2 Design, materials and installation by others than Imperial -Brown Minimum Support REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 1 2014 1 1/2" x 6" x cont. tie -down w/: /8" radiu ity of Tukwila w/ *8 x 1/2" MTHSMS (� 12" c into $I p /--w/3/8"x3"TitenHD©36"o/�irto�lo [ �`NG DIVISION (Min. embed. = 2 1/2") I Concrete floor (NIC) 22 COMBINATION COVE BASE/ TIE -DOWN DETAIL (V (NTS) PVC CONDUIT HOLD BELL OF CONDUIT FLUSH WITH RAIL EQ. EQ. • 44399 EXPIRES I PIN PVC CONDUIT CAM RECEIVED CITY OF TUKWIL JAN 1 6 2014 PERMIT CENTE 33 PANEL TO PANEL CONDUIT DETAIL (I High Density Panel NTS R 1 T a� 0 =Naak. REV# DATE BY 10/10/2013 TD A 10/11/2013 TD 10/15/2013 TD 10/18/2013 TD © 11/14/2013 TD DO NOT SCALE THIS DRAWING SCALE: 3/16" = 1'-0" DATE DRAWN: 10/2/2013 DATE PRINTED: 11/19/2013 DRAWN BY: TODD DISSMEYER CHK'D BY: DRW#: 13 -WW -59024-01 BOX: 1 OF 1 SHEET: 2 OF 2 H & GREENE COMPANY -c-tiENT, WA 41KWILLA WAREHOUSE - KENT, WA NOTE: TO PREVENT CONDENSATION, THERE MUST BE A MINIMUM CLEARANCE OFT FROM THE WALK-IN EXTERIOR SURFACE. HIGH HUMIDITY CONDITIONS MAY REQUIRE FORCED VENTILATION IN ADDITION TO CLEARANCE. NOTE: FLOORS OF INSTALLATION SITES SHALL BE TRUE AND LEVEL WITHIN 3/18' PER 10' OR ADDITIONAL COSTS MAY BE INCURRED. NOTE: MANUFACTURER IS NOT RESPONSIBLE FOR ELECTRICAL, PLUMBING, PERMITS OR CONCRETE WORK UNLESS USTED ON THE QUOTE. TC LAUREN THOMAS CONSULTING, LLC 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 Ltcstnictural@gmail.com REVIEWED FOR CODE COMPLIANCE APPROVED T JAN 31 2014 City of Tukwila BUILDING DIVISION Tukwila Warehouse (#13 -WW -59024) 3314 South 116th Ave. Kent, Washington Client: Imperial Brown LTC#: 13-149 Date: 11/19/13 By: Lauren Thomas, P.E. h - SE CALCULATIONS ARE VOID IF SEAL No. of Calculation pages included: 19 pages Engineer has been retained in a limited capacity for this project. The design of this project is based upon information provided by the Client who is solely responsible for the accuracy. No responsibility and/or liability is assumed by, or is to be assigned to the Engineer for items beyond that indicated on these sheets. Not valid without original signature in blue ink. CORRECTION kit I Tait i 1 PIMP ropmf RECEIVED CITY OF TUKWILA JAN 1 6 2014 PERMIT CENTER 0225 Project Design Criteria Design per 2012 International Building Code as revised by the State of Washington. Provide vertical and lateral analysis of freestanding indoor cooler box structure constructed using a panelized system. Concrete foundation to be designed by others for loads designated on drawings. a) b) c) d) e) Floor live load: N/A Roof Live Load: 10 psf Roof Snow Load: N/A Wind Design: N/A Earthquake Design: Ie = 1.0 Occupancy Category = II Ss = 1.284; S1 = .436 Site Class = D Sds = .86 Sdl = .46 Seismic Design Category = D Force resisting system = Light framed shearwalls Base Shear = .132*W Cs=.132 R = 6.5 Procedure = Equivalent Lateral Force Procedure ASCE-05 Section 12.8 L1 vJ1 L_ 1= 2ce .15 /_2(, = tot 1 5 LTC LwneN Maw Co &JLma. LLC 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 Licstructural@gmail.com x11711118 Project Name Location Client By W24 W23 W22 47 47 47 W W21 V2A V1A 1 47 72 PNL k5/16V W20 JWOO 23 19 7/8 Tukwila Warehouse (#13 -WW -59024) Project # 13-149 3314 South 116th Ave., Kent, Washington Imperial Brown LMT Date 11/17/13 Page 1 of n Calculation for Seismic Forces, using Analysis per ASCE 7-05 (For Buildings, per section 12.8, "Equivalent Lateral Force procedure") Spectral Response Accelerations: (from maps) Ss = 1.284 0.2 sec. S1= 0.436 1.0 sec Determine Site Coefficients: (from Table 11.4-1 and 2) F8 = 1 F„ = 1.564 Sms=SsxFa= Sm1 = S1 x Fv = SDS = (2/3) Sms = SDI = (2/3) Sm1= 1.284 0.682 0.86 0.46 Site Class: D Occupancy Category: II Seismic Design Category (SDC): D Compute Approximate Fundamental Period: For Buildings: To = (co (h„ )" C1= 0.02 h n = 14 (Use Site Class D unless Geotech Report available) (From Table IBC table 1604.5) (From Tables 11.6-1 and 2) x= 0.75 T8 = 0.145 Structure Type (from Table 9.5.5.3.2) ct Steel Moment -resisting Frame Reinf. Conc. Moment -resisting Frame Eccent. Braced Steel Frame All other structural systems 0.028 0.016 0.03 0.02 0.8 0.9 0.75 0.75 To = 0.2SD1/SDS = Ts = SD1/SDS = TL = 0.106 0.531 16.00 If Ts > To, < Ts, Use SDS for design per Fig 22-15 Calculate Base Shear: V = Cs W (Eq. 12.8-1) Response Coef. R = 6.5 (From Table 12.2-1) Structure Weight W = 5836 lbs Importance Factor I = 1.0 CS = SpS/(R/I) = V= Cs W= V = SD1/T(R/I) = V= .01 W= 0.132 (Eq. 12.8-2) 0.132 W= 772 lbs (1.4 ) z l p(p (Eq. 12.8-1) 0.486 W (Max.) = 2834 lbs (Eq. 12.8-3) 0.010 W (Min.) = 58 lbs Uf (.2)0-c,)( • %Up\ -2 1c"5` - LTC LAUREN TNOMAS Consurma uc 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 Licstructural@gmail.com (Eq. 12.8-6) Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page 7- of �� wiz c 5) (X)(2(9,11 a Cc )(2(k(!2(e)(1) (2-)(2.(/).;ic) 2 w� Thie 3S - Z4 1C sZ41C v\2 --M40 z `°I 3g X35 2 eCD Ok— Ovc-` 47‘(\Lk) 2 (C ,cf2_ 2 (A) C t4)(14.(11)1` (4.v --i_)( \---c ,c,i'lY (st-ik4 \( colk-4,,c, 2 2 r 11,g_ (7(I - Cp. LO e,2 '1 (4-t e t - Q ` r� LTG LAUREN THays CONSULTIIG.11C 10372 SW Bonanza Way Tigard, OR 97224 503.317.1023 Ltcstruclural@gmail.com �z o� TOT 2 Project Name Tukwila Warehouse (#13 -WW -59024) Location 3314 South 116th Ave., Kent, Washington Project # 13-149 Client Imperial Brown By LMT Date 11/17/13 Page 6 of 9 C143 2 t -2 VA 0 2 Sc 0412 51o\ 0e,z (4)( l‘‘-)0\7 ou C4� (1 ) C r1 .\z- 1l Z \ 1 24L�2>I.I-- 2 Z( Z(ZDt -ro Q €:»• 1\ccN‘0 z /'r-- 2 ¢ 2 -14..ism b2 . LCl r Zoe e C(Z)() 60-1 (Gr)) 211 LTC LAUREN TNOHAS CoNsuatva uc 10372 SW Booaora Way Tigard, OR 97224 503-317-1023 Ltestructural@gmail.com Project Name Tukwila Warehouse (#13 -WW -59024) Location 3314 South 116th Ave., Kent, Washington Project # 13-149 Client Imperial Brown By LMT Date 11/17/13 Page 1- of Vi Calculation for Seismic Forces, using Analysis per ASCE 7-05 (For Non -Buildings, per chapter 13) Spectral Response Accelerations: (from maps) SS = 1.284 0.2 sec. S1 = 0.436 1.0 sec Determine Site Coefficients: (from Table 11.4-1 and 2) Fe = 1.000 F„ = 1.564 Sms = Ss x Fa = Sm1=S1xFv= SDS = (2/3) Sms = SDI = (2/3) Sm1= 1.284 0.682 0.86 0.46 Site Class: D (Use Site Class D unless Geotech Report available) Occumpancy Category: II (From Table IBC table 1604.5) Seismic Design Category (SDC): D (From Tables 11.6-1 and 2) Calculate Seismic Design Force - Fp (Eq. 13.3-1) Amplification Factor ap = 2.5 (Table 13.5-1 or 13.6-1) Response Mod. Factor Rp = 6.0 (Table 13.5-1 or 13.6-1) z = 14.0 ft h = 14.0 ft Component Weight Wp = 500 lbs Importance Factor Ip = 1.0 Fp = (.4*ap*Sds*Wp*(1+2z/h))/(Rp/Ip) = 215 lbs Fp max = 1.6*Sds*Ip*Wp = 688 lbs Fp min = .3*Sds*Ip*Wp = 129 lbs \1-6V ZtSC5-)2 Cogs- - Vk(2--z- CKL)2- kO-D--04`" LTC LAUREN TNa.IAs Consjim uC 10372 SW Boaaaza Way Tigard, OR 97224 503-317-1023 Llcstructural@gmail.com (Eq. 13.3-1) (Eq. 13.3-2) (Eq. 13.3-3) AZ— Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page S of (0\ , ,s 3'1 ( "Atli -C\ it -14 c:c3Com* • C Ar .ir fHL. -11)\ b(Lfk(A.S (11 CI\ Ne;1; 7 l L' VJOOD ti C>30 �1. `�(2.0ex L.�. C))1( LAUREN 'Norms CorSUl7N4 LLC 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 Ltcstructural@gmail.com Project Name Tukwila Warehouse (#13 -WW -59024) Location 3314 South 116th Ave., Kent, Washington Project # 13-149 Client Imperial Brown By LMT Date 11/17/13 Page of 1°� Anchor Calculations Anchor Selector (Version 4.12.0.0) Job Name : Tukwila Warehouse (13 -WW -59024) Date/Time : 11/18/2013 11:36:34 AM 1) Input Calculation Method : ACI 318 Appendix D For Cracked Concrete Code : ACI 318-05 Calculation Type : Analysis Code Report : ICC -ES ESR -2713 a) Layout Anchor : 3/8" Titen HD Embedment Depth : 2.5 in Built-up Grout Pads : No Cyt cyl Number of Anchors : 1 c 1 ANCHOR 'Nue IS POSITIVE FOR TENSION AND NEGATIVE FOR COMPRESSION. + INDICATES CENTER OF THE ANCHOR Anchor Layout Dimensions : cxi:6in c72 : 60 in c,1 : 6 in LTC LAUREN TH:..t s CoNsutmo uC 10372 SW Bonanza Way Tigard, OR 97224 503.317-1023 Ltatruct u ral®gmail.com Project Name Tukwila Warehouse (#13 -WW -59024) • Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page 7 of ( C3( r ,� Vuay Mty b 4,Hua 1 a Mux by1 Wuax bxp 1 ANCHOR 'Nue IS POSITIVE FOR TENSION AND NEGATIVE FOR COMPRESSION. + INDICATES CENTER OF THE ANCHOR Anchor Layout Dimensions : cxi:6in c72 : 60 in c,1 : 6 in LTC LAUREN TH:..t s CoNsutmo uC 10372 SW Bonanza Way Tigard, OR 97224 503.317-1023 Ltatruct u ral®gmail.com Project Name Tukwila Warehouse (#13 -WW -59024) • Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page 7 of ( C3( cy2:6in bX1 : 1.5 in by12 : 1.5 in by1 : 1.5 in bye : 1.5 in b) Base Material Concrete : Normal weight Cracked Concrete : Yes Condition : B tension and shear Thickness, ha : 4.25 in Supplementary edge reinforcement : No c) Factored Loads Load factor source : ACI 318 Appendix C N11a : O lb Vuay:1501b 7 2 (O M„ y : O lb*ft ex:0in ey : 0 in Moderate/high seismic risk or intermediate/high design category : Yes Apply entire shear load at front row for breakout : No d) Anchor Parameters From ICC -ES ESR -2713 Anchor Model = THD37 Category = 1 hm;n = 4.25 in Cmul = 1.75 in Ductile = No do = 0.375 in lief= 1.77 in Cac = 2.6875 in Smut = 3 in 2) Tension Force on Each Individual Anchor r LTC LAUREN TH MNAS Corzucr. a tic 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 Ltcstructural@gmail.com Project Name Location Client By fc : 2500.0 psi '1'c,v : 1.00 4 Fp : 1381.3 psi Voax : 0 lb M„X : O lb*ft Tukwila Warehouse (#13 -WW -59024) Project # 13-149 3314 South 116th Ave., Kent, Washington Imperial Brown LMT Date 11/17/13 Page of'� Anchor #1 N ual = 0.00 lb Sum of Anchor Tension ENua = 0.00 lb aX=0.00 in ay = 0.00 in e'NX = 0.00 in e'Ny = 0.00 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor: Anchor #1 V ual = 150.00 ib (V ualx = 0.00 lb , V ugly= 150.00 lb ) Sum of Anchor Shear EV„a,, = 0.001b, EV„ay = 150.00 ib e'vX = 0.00 in e'vy = 0.00 in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = nA se f11ta [Eq. D-3] Number of anchors acting in tension, n = 0 Nsa = 108901b (for a single anchor) [ ICC -ES ESR -2713 ] 4) = 0.70 [D.4.5] 4)Nsa = 7623.00 lb (for a single anchor) 5) Concrete Breakout Strength of Anchor in Tension [Sec. D.5.21 Ncb = ANc/ANcoPed,NkFc,NkFcp,NNb [Eq. D-4] Number of influencing edges = 0 hef = 1.77 in ANco = 28.20 in2 [Eq. D-6] ANc = 28.20 in2 Smallest edge distance, ca,m;f = 6.00 in Ped,N = 1.0000 [Eq. D-10 or D-11] Note: Cracking shall be controlled per D.5.2.6 Yc,N = 1.0000 [Sec. D.5.2.6] ` cp,N = 1.0000 [Eq. D-12 or D-13] LTC LAUREN TMOHAS CONSULmN0 LLC 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 Ltutructural@gmail.com Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page '9 of �� Nb = f ' c hef1.5 = 2001.61 ib [Eq. D-7] = 17 [Sec. D.5.2.6] Neb = 2001.61 lb [Eq. D-4] = 0.75 [D.4.5] Oseis = 0.75 0N6 = 1125.901b (for a single anchor) 6) Pullout Strength of Anchor in Tension [Sec. D.5.3] Neq = 12351b (fr/2,500 psi)0'5 = 1235.001b = 0.75 Oseis = 0.75 4Neq = 694.69 lb (for a single anchor) 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, cal < 0.4hef. Not applicable in this case. 8) Steel Strength of Anchor in Shear [Sec D.6.1] Veq = 2855.00 Ib (for a single anchor) [ ICC -ES ESR -2713 ] = 0.65 [D.4.5] 4) Veq = 1855.75 lb (for a single anchor) 9) Concrete Breakout Strength of Anchor in Shear [Sec D.6.2] Case 1: Anchor checked against total shear load In x -direction... Vebx = Avcx/Avcox''ed,v'I'c,V Vbx [Eq. D-21] Ca l = 4.00 in (adjusted for edges per D.6.2.4) Avcx = 51.00 in2 Avoox = 72.00 in2 [Eq. D-23] `I'ed,v = 1.0000 [Eq. D-27 or D-28] LTC I—wa N TNOMAS CONSULmN0, ULC 10372 SW Bonanza Way Tigard, OR 97220 503-317-1023 Licstroctural@gmail.com Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page \O of `o( 'Ilc,v. = 1.0000 [Sec. D.62.7] Vbx = 7(le/ do )0.2 j doX. I fc(Cal)1.5 [Eq. D-24] le = 1.77 in Vbx = 2338.63 lb Vcbx = 1656.53 lb [Eq. D-21] = 0.75 Oseis = 0.75 4)Vcbx = 931.80 ib (for a single anchor) In y -direction... Vcby = Avcy/Avcoy`I'ed,v'I'c,v Vby [Eq. D-21] Cal = 6.00 in AVey = 63.75 in2 Avcoy = 162.00 in2 [Eq. D-23] `I'ed,V = 0.9000 [Eq. D-27 or D-28] Tey = 1.0000 [Sec. D.6.2.7] Vby = 7(le/ do )o.2 doh, f c(Cal )1.5 [Eq. D-24] le = 1.77 in Vby = 4296.34 lb Vby = 1521.62 lb [Eq. D-21] = 0.75 Oseis = 0.75 oVcby = 855.91 lb (for a single anchor) Case 2: This case does not apply to single anchor layout Case 3: Anchor checked for parallel to edge condition Check anchors at cxi edge Vcbx = Avcx/Avcox''ed,V'{'c,V Vbx [Eq. D-21] Cal = 4.00 in (adjusted for edges per D.6.2.4) Avcx = 51.00 in2 Avcox = 72.00 in2 [Eq. D-23] `I'ed,V = 1.0000 [Sec. D.6.2.1(c)] LTC LAUREN THOMAS CorbURmG. uC 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 Ltcstructural@gmail.com Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116t Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page 0 of pi 'I'cy = 1.0000 [Sec. D.6.2.7] Vbx = 7(le/ d )°.24 d&X f c(cal )1.5 [Eq. D-24] 1e = 1.77in Vbx = 2338.63 lb Vcbx = 1656.53 lb [Eq. D-21] Veby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 3313.06 ib =0.75 4seis = 0.75 Vcby = 1863.60 ib (for a single anchor) Check anchors at cy1 edge Vcby = Avcy/AvcoyPed,v`I'c,v Vby [Eq. D-21] Cal =6.00 in Avcy = 63.75 int Avcoy = 162.00 in2 [Eq. D-23] Ped,V = 1.0000 [Sec. D.6.2.1(c)] `1'c,v = 1.0000 [Sec. D.6.2.7] Vby = 7(le/ do )°.24 doh I f c(Cal)1.5 [Eq. D-24] le = 1.77 in Vby = 4296.34 lb Vcby = 1690.69 ib [Eq. D-21] Vcbx = 2 * Vcby [Sec. D.6.2.1(c)] Vcbx = 3381.38 ib =0.75 Oseis = 0.75 (Vcbx = 1902.03 lb (for a single anchor) Check anchors at c,2 edge Vcbx = Avcx/AvcoxPed,V'Pc,V Vbx [Eq. D-21] Cal = 4.00 in (adjusted for edges per D.6.2.4) Avcx = 51.00 in2 Avcox = 72.00 in2 [Eq. D-23] LTC LAUREN THOMAS CONSULTNG. LLC 10372 SW Bonanza Way Tigard, OR 97224 503-317.1023 lArstructural@gmail.com Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page `Z of \C� Ted,v = 1.0000 [Eq. D-27 or D-28] [Sec. D.6.2.1(c)] `I'c,v = 1.0000 [Sec. D.6.2.7] Vbx = 7(1e/ do )0.24 dok fc(Cal)1.5 [Eq. D-24] le = 1.77 in VbX = 2338.63 lb Vcbx = 1656.53 lb [Eq. D-21] Vcby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 3313.06 ib =0.75 4seis = 0.75 4Vcby = 1863.60 ib (for a single anchor) Check anchors at cy2 edge Vcby = Avcy/AvcoyTed,v'Pc,v Vby [Eq. D-21] Cal =6.00 in Avcy = 63.75 in2 Avcoy = 162.00 in2 [Eq. D-23] Ted,v = 1.0000 [Sec. D.6.2.1(c)] `11c,v = 1.0000 [Sec. D.6.2.7] Vby = 7(le/ do )°.24 doh, f c(Cal )1.5 [Eq. D-24] le = 1.77 in Vby = 4296.341b Vcby = 1690.69 ib [Eq. D-21] Vcbx = 2 * Vcby [Sec. D.6.2.1(c)] Vox = 3381.38 ib =0.75 Oseis = 0.75 VcbX = 1902.03 lb (for a single anchor) 10) Concrete Pryout Strength of Anchor in Shear [Sec. D.6.3] Vep = kcpNcb [Eq. D-29] kcp = 1 [Sec. D.6.3.1] Nth = 2001.61 lb (from Section (5) of calculations) LAUREN THOMAS COFGJLT IG LIC 10372 SW Bonanza Way Tigard, OR 97224 503.317-1023 Licstructursi@gmail.com Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page 1 aj of �� Vcp = 2001.61 lb = 0.75 [D.4.5] 4seis = 0.75 OVq = 1125.90 ib (for a single anchor) 11) Check Demand/Capacity Ratios [Sec. D.7) Note: Ratios have been divided by 0.4 factor for brittle failure. Tension - Steel : 0.0000 - Breakout : 0.0000 - Pullout : 0.0000 - Sideface Blowout : N/A Shear - Steel : 0.2021 - Breakout (case 1) : 0.4381 - Breakout (case 2) : N/A - Breakout (case 3) : 0.2012 - Pryout : 0.3331 T.Max(0) <= 0.2 and V.Max(0.44) <= 1.0 [Sec D.7.2] Interaction check: PASS Use 3/8" diameter Titen HD anchor(s) with 2.5 in. embedment LAUREN THOHAS Cowarna uc 10372 SW Bonanza Way Tigard, 011 97224 S03-317-1023 Ltrstructural@gmeil.com Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page Vi—of l� 5 112" WFU with Steel Skin (Roof Panel) Core Thickness c := 5.5•in Panel Length £- 2O.ft 7 Panel Width W:= 47 -in Skin Thickness t :_ .0179•in V Panel Thickness h := c + 2•t h = 5.536 -in MATERIAL PROPERTIES 2# Urethane: Fbf := 6.75 -psi F := 11.2 -psi E�:= 475 -psi A�:= (W - 2.1.5•in)•c c •44•in 12 Adhesion ad := 10•psi Shear Modulus G, := 262 -psi A = 242• in2 k = 61O.O4•in4 26 qa Steel Skin: Fb, :_ .66.36•ksi F 9 := 16•ksi E9:= 29O0O•ksi Ag := 47•in•t•2 := 47•u2•(c + 21)3 — c3] Ie 12 Fb9 = 23.76-ksi 26 go STEEL SKIN 2 x 6 RAIL 2# URETHANE As = 1.683•in2 Ig = 12.8O8•in4 2 x 6 HF #2 Rail: Load Duration Cd := 1.0 Fbr := 85O•Cd•CF•psi Fbr = 1105 -psi LAUREN Ti c us CottAll7N0, LLC 10372 SW Boa ole Way Tigard, OR 97220 503-317-1023 Ltestructural@gmail.com 47" Unit designations used: kips =— 1000.1bf ksi = laps .2 111 lbf ft psf _ lbf ft2 Ib = lbf p1f= Size Factor CF := 1.3 Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page l`j of 9 • Fes:= 15 -Cd -psi Emil := 1300.1.03 •ksi Ara;,:= 2•(1.5•in)•c 3 bail := 2.1.5•in• c 12 Composite l: Core Rail Skin FK = 75 -psi E, = 1.339 x 106•psi �;, Arai, = 16.5 • in2 = 41.59• in4 E I,:= E •I� S l2 Es I3 := I,=9.992x10 3in4 12= 1.92•in4 I3= 12.808•in4 I:= I, +I2+I3 Moment of inertia per foot of wall panel = I:= —I -ft I = 3.763•in4 ivyw Section modulus = S:= S = 0.682•in3 (h+c) CHECK DEFLECTION Let maximum deflection = L/240 co := 240 Rail Stiffness: total rail width br :_ 3 -in effective width of skin at rail section 3 3 rg:–(br+2te) (c+2t) –c rg=2.167in4 Ee Frail :_ — •r9 + Erail Ellail Erai -Trail 12 rnti, = 88.54•in4 EI,ai, = 1.185 x 108•1b•in2 Steel and Foam Stiffness: 2 D:= E5•t• o D = 7.851 x 106.1b•in 2 D•(W-2te) 8 2 Ela,• := Elgr = 1.73 x 10 •Ib• in 192•c•D +1 [5.L2•Gc (2.c)2 Total Stiffness: EI<o, := E", + EIS EItot = 2.916 x 108.1b•in2 LAUREN THOMAS s Corsjimr tic 10372 SW Bonanza Way Tigard, OR 97224 503.317-1023 Licstructural@gmail.com I= 14.738•in4 4= 2.477 -in Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page t(p of�01 Allowable uniform load from deflection: 144•Elta 12 1 w0 c 47 ft 15 � L3 8 CHECK BENDING Pram = 88.536•in4 LTC LAUREN THOMAS CoNsuarl uc 10372 SW Bonanza Way Tigard, OR 97224 503.317.1023 Ltcstruct ural®gmail.com S := P;� -2 S = 32.195.in3 Eitot = 2.916 x 108.1b • in2 Ella; = 1.185 x 1O8.1b•in2 Fbr•S•8•Eltot 12 1 L2 Ems' 47 ft wo = 21 •psf > `la pI - wy = 37.psf ) ,'S P' Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page ("7 of (CI WALL PANEL: Bearing Wall Panels 5 psfon wall panel Exterior Sheathing: 26 ga Steel Skin Ee := 29.106 -psi Rails: 5" HDU E:= 3020•psi Interior Sheathing: 26 ga Steel Skin E; := 29.106•psi ` Height of Panel: h := 16•ft 5 1 Gc:= 262.psi Ec := 475•psi Width of Rails: wr:= 3•in Convert rails and interior sheathing to exterior sheathing: ttotal := to + tr + ti te:= .0179.in 4:= 5.in t; := .0179.in tt�ei = 5.036•in Width of Panel: w := 47 -in Be nt —E 1 Normalize per foot: w.12 b;:= nl•w nt = 1 b; = 12 Determine Location of Neutral /Ws: Ee n2:= — Er wr 12 b,:= n2. w n2 = 9602.65 br = 7.97652 x 10 5 Shape y A Ay c Ac^2 Exterior ye = 5.027• in Ac = 0.215• int Ay, = 1.08.in3 ce = 2.509 -in Ac, = 1.352•in4 Rails yr = 2.518• in Ar = 3.988 x 10 Ayr = 0.001 •in3 c,.= 0•in Acr = 0.in4 Interior y; = 8.95 x 10 3 A; = 0.215•in2 Ay; = 1.922 x 10 3.in3 c; = 2.509 -in Ac; = 1.352•in4 Sums: At = 0.43.in2 Ayt = 1.083•in3 Ayt ._ Ac yc = 2.518•in 124e3•in be t3•in b;•t 3••in k 12 1` 12 1' 12 Ie = 0.00000574•in4 Ir = 0.00083•in4 LAUREN TNons CoNsuarm uc 10372 SW Booao:a Way Tigard, OR 97224 503-317.1023 Licstrucl a ral@gmail.com I; = 0.00001 . in4 Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116th Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page � of e- Ieact := Ie + Ace Ieact = 1.352•in4 Iract := Ir + Acr I, = 8.309 x 10 4•in4 'total := Ieact + Iract + Iiact — 'total St St = 1.074•in3 (tt0t01 — Ye) 'total St) := — Yc hp -= h PM :_ C1 := .5• 34EeEc•Gc Load: Sb = 1.074•in3 hp = 192.in 7C2-Ee'Itotal 2 'Ee 'tota) [(h,)2'6'(ttotal + tr).Gc] Iiact := I; + Ac; = 1.352•in4 'total = 2.705- in4 Sfinal = Sb 1 lbf 12 Pa. = 9009• ft w .— 5 Ibf perpendicuar to wall.3 ft 5•w•h4.1728- n ft 3 A _ Ab + AS 0 := +0 = 0.216•in 384•Ee'Itolai" 4.(ttotal + tr)•Geft. lbf 7 ��.>� - P := 200 ft per lineal foot along top of wall Ccr = 7670•psi w h2 12 -in ft fbmax l — P PQ 1.5•w•h2• in + P• •ft ft Sfmal _ P. ft f` 12•tein+ ti. bi-in + fbmax F` 12•tein + ti. bi•in P,- ft LTC LAUREN TNOYIAs CONSUL -RAG. LLC 10372 SW Bonanza Way Tigard, OR 97220 503-317-1023 Licstructural@gmail.com A11, = 0.221 -in Delta max Tess than Delta allow? h °allow '= 240 ✓ Dallow = 0.8 . in fbmax = 1828 -psi f max = 2294. psi fcmax less than Ccr? L Ca. = 7670 -psi Fe = 20971 -psi Fc greater than fcmax? L v 1 l (0 Fc Tess than (.6)Fy? Project Name Tukwila Warehouse (#13 -WW -59024) Project # 13-149 Location 3314 South 116t Ave., Kent, Washington Client Imperial Brown By LMT Date 11/17/13 Page l9 of C I -1APPLIEDSYSTEMS !NORTHWEST APPLIED SYSTEMS NORTHWEST 500 W 8TH STREET, SUITE 110 VANCOUVER, WA 98660 PH: 360.883.3962 FAX: 360-885-3188 Tukwila Warehose'Cv w• Equipment — Submittal Munters HC -300 -EA with Copeland Condensing Unit REVIEWED FOR CODE COMPLIANCE APPROVED JAN 31 2014 City of Tukwila BUILDING DIVISION CONTRACTOR: Wilcox Construction REPRESENTATIVE: Applied Systems 500 West 8th Street Suite 110 Vancouver, WA 98660 (360) 883-3962 fax (360) 885-3188 www.asoinc.com RECEIVED CITY OF TUKWILA JAN 1 6 2014 PERMIT CENTER SUBMITTAL DATE: October 31,2013 t: jAPPLIEDSYSTEMS INORTHWEST CORRECTION M16.022S HC Series Desiccant Dehumidifier Product Description Munters off-the-shelf desiccant dehumidifiers combine state-of-the-art desiccant technology with dependability and long operating life for humidity control at virtually any temperature. Process Air: Flow rates of 150-300 scfm. Nominal moisture remov- al: 7.9 lbs/hr at 75°F, 50% RH at 300 scfm. Capable of processing saturated, conditioned or outside air. Contact Air Seals: Separate process and reactivation air streams. Electrical Controls: Automatic restart after power failure. Contacts for remote run and fault status. Elapsed time meter. Simplified controls using relay logic. 24 VAC signal wiring allows for low volt- age wiring of humidistat. Control system monitors and controls unit function. Drive System: Simple drive belt arrangement, few moving parts. Reactivation Utility: Energy modulation feature independently con- trols heater power to minimize energy consumption. Dehumidifier Housing: Process and reactivation air flow insulation. Blower motors and controls isolated from air streams. Process and reactivation fan guards provided for safety. Volume control damp- ers for process and reactivation air streams. All welded aluminum cabinet. Compact size for minimum space requirements and easy installation. OFF-THE-SHELF DEHUMIDIFIER • Efficient humidity control fur applications including product drxing, moll and rruldcw control, corrosion Protection, storage and condensation control • I)urable unitized body vi-ith welded aluminum construction • 1 ase access panel for inspection and maintenance • Simple ductwork connections • (:(impact, low profile design Patatdad HonoyCaddra•WAael design provides a vast surface, area for desiccant In the 1950's Munters invented modern indus- trial dehumidification when it introduced the self -regenerating desiccant rotor, the heart of the dehumidifier. Today, Munters offers rotors with five desiccant formulations and is the acknowledged expert in the integration of rotors into dehumidification systems and air handlers. Munters The Humidity Expert MODEL HC -300 FRONT VIEW REACTIVATION AIR INLET 7" x PROCESS' AIR OUTLET 7'hs' O.D. REACTIVATION FILTERACCESS ,TIME- SELECTOR METER' RIGHT SIDE VIEW 4W rr 24' — 20 4U' 24' 14W PANEL' LEFT SIDE VIEW; ACCESS TO DESICCANT WHEEL, WHEEL DRIVE. ASSY.. SEALS, ELECTRICAL'. CONTROLS, PROCESS FILTERS, PROCESS AND, REACTIVATION'. BLOWERS' j IMENSIONS;TABI E . Ill idl111,1'111111,1 11111111111111111(1 .10 21y 144'-. PROCESS AIR INLET 18y2' x:4W' TYP REACTIVATION AIR OUTLET bile" O.D.• Model Max . Length (in.) Max Width (in.) Max Height lin.) Max Weight (lbs.) Typical External Static Pressures lin. W.G.) Process React HC -300 30 231/2 24 115 1.75 1.25 Suggested Specification Guide: Dehumidifier shall be of a type proven in satisfactory operation for a minimum of ten years. Dehumidifier shall be of the non -cycling sorption type with a single desiccant rotary structure. The casing will be fabricated as a unitized body with welded aluminum construction for maximum strength and durability. Suitable access panel shall allow access for inspection or servicing without disconnecting ducting or electrical wiring. Airflow balancing dampers to be furnished. The rotary structure shall be a monolithic fabricated extended surface consisting of inert silicates reinforced with uniform diameter glass fibers for maximum strength. The fabricated structure shall be smooth and continuous in the direction of airflow without interruptions or sandwich layers which restrict airflow or create a leakage path at joining surfaces. Desiccant shall not channel, cake or fracture due to repeated temperature and moisture cycling. The materials of construction shall be non-toxic and NFPA 255 -ASTM E84 compliant. Full face contact pressure seals shall be provided to separate the process and reactivation air streams and eliminate detrimental leakage of air or moisture with static pressure differentials of up to 3" of water gauge. Dehumidifier shall be factory assembled. fully automatic, complete with HoneyCombe desiccant wheel, reactivation heaters, reactivation energy control system, roughing filters, industrial drive motor, fans, non-racheting desiccant drive unit, automatic controller and all components' auxiliaries. Reactivation energy modulation shall be stepless solid state proportioning type. Dehumidifier shall be functionally tested at the manufacturer's factory and shipped complete with all components necessary to maintain normal operation. *Continual engineerng and research for product improvement may result in design and spedfuation changes. Consult factory for certified technical data. Munters Corporation Dehumidification Division - Industrial 79 Monroe Street Amesbury, MA 01913 Tel: (978) 241-1100 or (800) 843-5360 Fax: (978) 241-1214 www.munters.us M162007 Rev.4 5/06 ®2006 Munters Corporation HoneyCombe® is a registered trade name of Munters Corporation HC -300 PERFORMANCE 0 a.i t r i I 0 20 40 60 80 100 % RELATIVE HUMIDITY -AIR ENTERING (REGENERATION INLET AIR 95°F/50% RH) EXAMPLE Process air in at 35%41 and 70°F will hold space at 35%RH with a moisture load of 5.8 lbs/hr. To find the temperature of process outlet air (TN]) solve: Tpo =.9 (3.6W + Tp,) + 23 where • Tp, = temperature process inlet air °F EXAMPLE: Tpe=.9 (3.6 X5.8+70)+23 Tpe=105°F Technical Specifications* Utilities: 220/1/60, 220/3/60. 460/3/60 ±10% Process Volume: 150-300 scfm Max Reactivation Volume: 100 scfm Max Reactivation Hearer: HC -300 = GkW Maximum FLA: HC -300 = 33A @ 220V/1/60Hz FIC -300 = 19A @ 230V/3/60Hz HC -300 = 9.7A @ 460V/3/60Hz Process Air Blower: E.S.P. 1.75" W.G. Reactivation Air Blower: E.S.P. 1.25" W.G. Max dBA: 75 (3 feet from dehumidifier except in path of air flows) Washable metal roughing filters Options: • Humidisrat for on/off control • Constant process blower • Process inlet transitions for roundduct Munters The Humidity Expert Munters Corporation - Dehumidification Division Technical Data Sheet for HoneyCombe® Dehumidifier Prepared for : Dehumidifier Model: HC -300 43 SCFM 75 ° F 78 gr/Ib °F Ext. S P: 1.75 "WC Electric 9 MBH 260 ° 65 ° F 5.1 gr/lb React. Heater: Fans: Quotation No : Date : 10/31/2013 Release 5.1 rev 0 P/N 27535 Plus Prepared by : Daniel Mitchell Reference No : 120 ° F 147 gr/lb 300 SCFM 45 ° F 15 gr/Ib Ext. S P: 1.25 "WC Unit: Type: Electric j Wheel type: SiGel Heater kW: 6 j Wheel RPH: 10.9 Req'd Btuh: 8700 Voltage: 460 FLA: 7.6 j Frequency: 60 RLA: 3.2 Phase: 3 Temp Out °F: 260 FLA: 9.7 HoneyCombe Dehumidifier Specifications Lbs/Hr: 2 General Construction: • Dehumidifiers are manufactured completely in ISO 9001 certified facilities. • All air plenums are constructed of strain hardened aluminum sheet of 0.090 inch minimum thickness which is welded, gasketed and/or sealed to be air and vapor tight at design static pressures and air flows. Process air inlet plenums are insulated with with 1/2 inch insulation that has an equivalent thermal conductivity of less than 0.27 Btu-in/hr-ft2 °F. Access panels are labeled and furnished with resilient gaskets to preserve the air and vapor integrity. • Standard two piece construction seals suitable for pressures upto +/- 5 inch WG Reactivation Air Heaters: • Electric Heater Subassembly includes industrial heaters elements with a high limit thermostat assembled in an insulated heater mounted in the unit. Wiring is factory complete to National Electric Code standards requiring single power feed only. Reactivation heater capacity and electrical characteristics are per the schedule above. Control Enclosure: • Included as standard, mounted within the unit housing is a printed circuit board with a control indicating package. This feature includes three push button switches with indicating lights for Auto, Off, and Manual operation, a high process air volume warning fight and a red Fault light. The fault circuitry is actuated by loss of either blower operation or by an overheat condition. All power and control wiring is in conformance with National Electric Code. Unit operating hours are recorded by an elapsed time meter. Energy Modulation: • Subassembly for electric reactivated unit to include a Solid State Proportioning Controller (SSPC). A reactivation temperature sensor is factory mounted in the reactivation discharge outlet. Solid state reactivation fan speed control is included to maintain optimum drying performance under varying conditions. Process and Reactivation Fans: • Process and reactivation fan motors are UL/CSA approved split capacitor type suitable for 60 Hz operation. Motors have permanently lubricated ball bearings. r2-1/9 23-1/2 HI TOP VIEW B8. 5-1/8 LEFT SIDE VIEW ESTIMATED WEIGHT — 300 LBS. 22 1/2 TYP SUGGESTED DICT co+ECTmc 101181111 ACCESS. frr IVAR" tvmAr PLAN VIEW FRONT VIEW PART td 30540-03 115VAC 30540-04 2013/230VAC PART NO. 74119 202 RIGHT SIDE VIEW mi®RWiTT STAMBIT M TWIt M eon®rm111WI111IMReI�I 1Ttor Iml IO W IVWI1ll IWINE It SWAM DI VW MM WOW WIII[t[ KIM MIRA U. Llatv uw mNIFm. Ilk 30561 ea lrir mi KHY 108 icily Meters Cupcake 19 Faroe St Man I► ISO M.91F2*ia FM veto GENERAL ASSEMBLY nre91 HC -300 11/22/53 112 1 oilB 74119 t 4 13 L29 1 1 460VAC 30 50/60NZ CBI 15AMP SEE MOTE 6 230 IM VI ILI 1-0 41 31.2 — bo 1 1 _5L3 — 14 13 o 1 F o ELK RED TSE1 01 3o UPI -02 40 BLU 181 122 NO ; COR 122 •1 OVERPLAY Jul I? 2 .2-3 .2-4 V3 VI V2 D9 PF E205) SEE NOTE 1 E25[o - PCB1 DS [cid 0 0 I] 1 111 JD ®E2 N 12 p115VAAC 120 /AC T i z E27& E29I - .b-2 < J1-3 < .I-4 < J1-5 < .I-6 < 130 P-2 S O�TIO81L FAULT INDICATION WY CONTACT — IDA 22OVAC MAX 0111 INDICATIDN DRY COmTACTT NONE U0 10A i�VAC MAX HR8 REACTIVAA011 HEATER Oaf 460VAC .11-1 J^ .11-3 Jx1 J44-2 J473 V T E 1 L A C K • BLOVER STARTER BLU REACTIVATIOI BLOWER r L. P103 P102 POI SSO1 FAULT RUM MOVER ON SNITCH TIME METER HC -300 PART NO. 50342-01 DEW -300 PART NO. 50342-02 IR" kit 1ft MA 1 NC 94R 10/99 YL BX 2VASFAN 10 AtV� DELETED DIP SWITCH SETTING FIR WEED CENT3 12/97 BK BK WADI MAW AZO 1O MK 0/N/p WL DC 1. PRINTED CIRCUIT BOARD POWER. FIR 115VAC ,APER V3 1 TO 2 AND V2 1 TO 2. FOR 220VAC .APER VI 1 TO 2 OILY. 2. COMPOSTS SIOVN DOTTED ARE AVADABLE AS OPTUBS FROM CLC. 3. ELECTRICAL MOWS - REFER TO ELECTRICAL PARTS LIST. `;'2'21"3$12' IV DESCRIPTIOM SYM DESCRIPTION AMBER, INDICATOR LIGHT, POVER 01 CIRCUIT 1EJYRER, MAIN LD1 CONTACTOR, ELECTRIC HEATER DIFFEREIITIAL PRESSURE SNITCH TERMINAL, SPADE TYPE FUSE tTDE METER FUSE WEBR IREN MICA= LIGHT, UNDO I••ODISTAT PLUG HEATER ELECTRIC, REACT. AO .APER ROTATION LOOT SNITCH ( TUM.) MOTOR PUSHBUTTON PRINTED CIRCUIT BOARD �CT� , FAULT CH SO.ID STATE POWER COITRO.LER TRANSFIRMER TERMINAL BLOC TICRMOSTAT THERMISTER 4. FIR QXCTRICAL VIRE SIZING DATA A STANIDARA A72001 A CANADIANI A72011 5. PROTECTIVE DEVICES INVE EDI PRESET AND RECORDED AT FACTORY. 6. EARTH GROUND IS TO BE INSTALLED NOT BY CFC.) WIRE DOMING MOCK 7. IDUE EQUIPMENT STARNIP, REVIEW IPERATDG 010 NADNTEMMCE NW/ PROVIDED VIM LOT. & SEE ELECTRICAL PARTS LIST FUR COMMENT SPECNICATIOL A l0 • 1WNLLY OPEN, DOR • OPEN OI RISE PC ■ I08MLLYCLDSEE W • WEN OE FALL 11 ALL WRING FOR J1 TO }DEVICES O TO IE 122 AVG CONFIDENTIALITY STATDENT TI[ Tom. NIR 7131 NO MN MTA OMA® NODI WoTmrrt NIMLCTN Y 0111 10TDl NIIDLNI OMAN NO NM 10 IC N*BITAMO 1N MUT O i t00KL TNa RIOIMTOI O ra 11E ILLI TO au LMA CURIOUS Ovial NO [lo IRQI Mk STD Adaw 0/97 BJK 0/97 '�" �" BJK 0/97 Nutters Cargocolre 79 Ilorroe StNeary,14 0913 M.97@ -241 -DO FAX -1214 WIRING DIAGRAM DEV/HC-300 460VAC 3r 50/60Q NTS 1 07 PC 8 50342 Intertek AUTHORIZATION TO MARK (This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing { Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: Address: Country: Contact: Phone: FAX: Email: Munters Cargocaire 79 Monroe Street Amesbury, MA 01913 USA Josh Roberts / Steve Brickley (978) 241-1167 / (978) 242-1152 (978) 241-1214 / (978) 241-1214 Josh.Roberts@munters.com Party Authorized To Apply Mark: Report Issuing Office: Control Number: 3028640 Same as Manufacturer Cortland, NY Authorized by: Manufacturer: Munters Cargocaire 79 Monroe Street Amesbury, MA 01913 Country: USA Contact: Josh Roberts / Steve Brickley Phone: (978) 241-1167 / (978) 242-1152 FAX: (978) 241-1214 / (978) 241-1214 Email: Josh.Roberts@munters.com Address: William T. Starr, Certification Manager al) L3 IUS Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authonzation to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Authonzation to Mark. Only the Client is authorized to permit copying or distribution of this Authonzation to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authonzation to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in wnting by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 165 Main Street, Cortland, NY 13045 Telephone 800-345-3851 or 607-753-6711 Fax 607-756-6699 Safety Heating and Cooling Equipment Standard(s): UL 1995 / CSA C22.2 236-05, 3rd edition, issued 2/18/2005. Standard contains revisions through and including 7/30/2009. ATM for Report 3091157CRT-002 Page 1 of 2 ATM Issued: 21 -Dec -2011 ED 18.3.15 (8 -Jan -10) Mandatory Intertek AUTHORIZATION TO MARK Product: Packaged air conditioning units Models: Single wall units: ADU, fb 050, 150, 300, 600, 750, 1125, 1500, 2250, 4500, fb E, S, G, DG fb A, BA fb S, L, M, H fb C, F, B, S.* MDU, fb 050, 150, 300, 600, 750, 1125, 1500, 2250, 4500, fb E, S, G, DG fb A, BA fb S, L, M, H fb C, F, 8, S ** HC, fb 150, 300, 1125, 2250, 4500, 9000, fb E, S, G, DG fb A, BA fb S, L, M, H fb C, F, B, S. HCD, fb 600, 1125, 2250, 4500, 6750, 9000, fb E, S, G, DG fb A, BA fb S, L, M, H fb C, F, B, S. DEW, fb 30, 50, 70, 150, 300, 600, 1125, 300, 1125, 2250, fb E, S, G, DG fb A, BA fb S, L, M, H fb C, F, B, S. HCE, fb 15000, 20000, 30000, 40000, fb E, S, G, DG fb A, BA fb S, L, M, H fb C, F, B, S. IDS, fb A through P, fb 1 through 12, fb 1 through 12, fb S,G,E, fb 0 through 9. * The ADU family of units is an HC unit made especially for the customer Logis Tech. ** The MDU family of units is an HC unit installed on a steel cart to make it mobile. Double Wall Units: MDS, fb 0250, 0500, 0750, 1000, 1300, 1500, 2000, 2200, 2500, 3000, 3500 fb 010, 011, 020, 021, 030, 031, 040, 050, 060, 070, 080, 090, 100, 110, 120, E, S, G, DG fb A, BA. ICA, fb 0250, 0500, 0750, 1000, 1300, 1500, 2000, 2200, 2500, 3000, 3500 fb 010, 011, 020, 021, 030, 031, 040, 050, 060, 070, 080, 090, 100, 110, 120, E, S, G, DG fb A, BA. ATM for Report 3091157CRT-002 Page 2 of 2 ATM Issued: 21 -Dec -2011 ED 16.3.15 (8 -Jan -10) Mandatory global assurance This is to certify that the Quality Management System of Munters Cargocaire Cargocaire Engineering Corporation 79 Monroe Street Amesbury, MA 01913 NN\ applicable to: Design, manufacture and after sales service of industrial dehumidifiers and air handling systems has been assessed and registered by NQA against the provisions of BS EN ISO 9001:2008 This registration is subject to the company maintaining a quality management system', to the above standard, which will be monitored by NQA UKAS QIJM rry AL�NACL. E J Certificate Number: 6884 EAC Code: 18 First Issued: 26 October 1993 Valid Until: 25 July 2014 Reissued: 25 July 2011 The use of the UKAS Accreditation Mark indicates a'ccredltation in respect of those activities covered by the accreditation certificate number 015 held,by-NQA. NQA is a trading division of Ascertiva Group Ltd, Registratiori'No_02513162. Registered Office: Warwick, House, Houghton Hall Park, Houghton Regis, Dunstable LU5 5ZX This certificate is the property of National Quality Assurance Limited and must tie returned•on.request�=—�'"'"tel Copeland® brand products SystemProTM 1 /6 - 5 HP Hermetic Air -Cooled Condensing Units For use with R -404A, R -134a, R-22, R-12 a1 EMERSON. Climate Technologies FPAK-012Z-TFD-072 HFC, R -134a, 6OHz, 3- Phase, 460 V Availability : Standard US Wholesaler Mechanical Unit Height (in): 16.6 Unit Length (in): 24.0 Unit Width (in): 17.1 Ship Weight (lbs): 104.0 Condensor Type: Air Copevap Water Storage: NA Liquid Connection Size (in)/Type: Suction Connection Size (in)/Type: Discharge Line Size (in): Water Inlet (in): Water Outlet (in): Oil Type: Oil Recharge Amount (oz): 3/8 S 5/8 S 0.375 3MA 25 rapelarnde Electrical Max Fuse Size: 15 Min Circuit Ampacity: 6.2 Compressor: ZS11 KAE-TFD-118 Compressor LRA - Low: Compressor LRA - High: 28.0 Compressor LRA - Half winding: Compressor RLA: UL: UL File #: UL Guide Card: 4.3 UL Fan Motor FLA Rating Per Motor: 0.44 Fan Motor Quantity: 1 Air Cooled Unit Perforniiance Release Date: Compressor: Performance No: 26 -Jul -2013 Return Gas Temp. (°F): ZS11KAE-TFD-118 x 1 Subcooling (°F): 8901 Air Flow Rate (CFM) 90°F Ambient Air Temperature 40 5 650 Evap Temp Unrt Capacity Cond. Temp. Temp. Cliff. EER (°F) (B (°F) CF) (B Wh): 0 4,730 109.7 19.7 5.1 5 5,300 111.6 21.6 5.5 10 5,920 113.6 23.6 5.9 15 6,560 115.7 25.7 6.2 20 7,250 117.9 27.9 6.7 25 7,980 120.2 30.2 7.1 Public CROP! Public 10/31/2013 Page 1 Of 1 - Copyright © 2010 Emerson -Climate Technologies; Inc. -All -rights reserved. Unit Yodel: Condenser: Fan Motor. Fan Blade: Unit Dknensions: Emerson Climate Technologies Integrated Products Division 60Hz Air Cooled Unit Performance Release Date:26/07/2013 FPAK-012Z-TFD-072 ZS11KAE-TFD-118 066-0305-03 x 1 050-0344-03 x 1 083-0160-00 x 1 24.0"Lx17.1"Wx16.6"H Refrigerant R -134a Return Gas Temp. ('F): 40 8ubcoolifg ('F): 5 Mr Flaw Rite (CFM) 650 Fan Rotor Power 135 Unit Dwg. No: 496-5729-00 Performance: 90°F Ambient Air Temperature Evagemp We Power 1}1 EER gituffili): Cond Temp. Diff. 0 4,730 936 5.1 109.7 19.7 4.0 5 5,300 971 5.5 111.6 21.6 5.3 10 5,920 1,010 5.9 113.6 23.6 6.0 15 6,560 1,050 6.2 115.7 25.7 6.9 20 7,250 1,090 6.7 117.9 27.9 7.8 25 7,980 1,130 7.1 120.2 30.2 8.8 Evap Temp tti 5 10 15 20 25 4,980 5,550 6,140 6,780 7,450 Performance: 100°F Ambient Air Temperature Parer EER Cond. Temp. Temp. Diff. Reit. Pd. (eta): S 1,050 4.7 120.9 20.9 4.9 1,090 5.1 122.8 22.8 5.5 1,130 5.4 124.8 24.8 6.3 1,170 5.8 126.9 26.9 7.1 1,220 6.1 129.1 29.1 8.0 Performance: 110°F Ambient Air Temperature E"''""p Ma Power 15 5,680 1,220 4.7 133.9 23.9 5.8 20 6,260 1,260 5.0 135.9 25.9 6.6 25 6,880 1,310 5.3 137.9 27.9 7.4 Performance: 120°F Ambient Air Temperature Evap TempParte ®t Cond. Temp. T Ditr. Raft. Pd. CE1sem''): -� 20 5,650 1,360 4.2 144.9 24.9 6.0 dan mitchell 10/31/2013 Performance 8901 Page 1 Of 2 Copyright ©2010 Emerson Climate Technologies, Inc. All rights reserved. 25 6,210 1,400 4.4 146.8 26.8 6.7 dan mitchell 10/31/2013 Performance 8901 Page 2 Of 2 Copyright © 2010 Emerson Climate Technologies, Inc. All rights reserved. 0FPAK-0121-TFD-072 _ C11 8 5 7 6 5 4 3 2 I OCOPYRIGHT EMERSON CLIMATE TECHNOLOGIES. INC. • CONFIDENTIAL �+ o UNIT MODEL NUMBER CONPRESSOR_MODEL_NO PUMPDOWM_CAPACITY FPAK-0101-CFV-072 ZS09KA-PFV 1310 9.6 LBS. / 404A 8.2 LBS. NOTES: FPAK-0101-TFC-012 ZS094A-TF5 1340 9.6 LBS. 1 404A 8.2 LBS. I. PUMPDOWN CAPACITY AT 901 FPAK-0102-TFD-012 ZS0911A-TFD 1340 9.6 LBS. f 404A 8.2 LBS. (SEE CHART) FPAK-0122-CFV-012 ZSIIKA-PPI 134o 9.6 L85. 1 404A 8.2 LBS. 2. ALL OPENINGS MUST BE FPAK-0121-TFC-012 ZSIIKA-TES 1310 9.6 LBS. / 404A 8.2 LBS. CAPPED OR PLUGGED ZSIIKA-TED 1340 9.6 LBS. / 404A 8.2 LBS. 11.06 1..4 1.4 b b ii •JJ •c . omi N ■ mom mom ii _ it 1,1,__ FIXED HP CONDUITiil CONNECTION �•M•N - ® ��� �•. -ft LOCATION IP I g�_ (BOTTOM KNOCKOUT) C) ! il TI '-.) Ififiri,Lajk= lms r I �•� t.) . a -. Tr o,' F al' �/' 0000 AN MOTOR N6��L�a ��•Ni1�LA� CONDUIT CONNECTION 0 0 I 00 f 0 6 1 6 : 0 I = 00 CND 3/8 I.D. SWEAT LIOUID CONNECTION POSITION SCT 6 INCHES .{I ^ SUCTION CONNECTION FROM DISCHARGE PORT /J : WRR a1e ' `,1 1■I 01 ECNNNt : MOM Ncna fur[ 111.11.0 N n I IMA[D i0C1101 YALYL Aff1.Ni11.1[ Aft 11 �RIIH1111 ECN11111 1 a[uue 1hu.0 0u1;11 1[i[[r[[i r[I AIY[ [L1 prla .0 moo, UM100 DM 11 ON YN T1A-f 1017 [L IYYIT i(CNNOL* CL II INC. 6t44r 00110[1114171110110[[1EIf.0 TMI ..._.....107.1 Ip71 CDNr11O111111* 111111 4f[ rN[ [[0Lµ0 IY[ qA Tiir 0* 11 Ia0)1[ n4L0 IDI A[ a l [ D 4Y U g 1[ BLI1. K[C 1■ I,a tlµ0 41r T T4[ n1LT[4 C04aO! OF . INL. .. EMERSON. 8110*,€DIE rauu wura.LwN Om a wawa M. o. 1 ar, o. �= c uoit n , [Iola �� DAM DA _ r_�� ����--�'--'�— �L��a Lal E111.1 1I i I Lu[mf 01.31.12 KALI LATE i00W1T: 3:8 1 10.00.7? 16.10 aner [ 04Ci -t u au t 1118 REF. DWG. WELD UNIT ASSM. Nifl OKI ET 101 1 IN 496-5129-00 „�N,o ,u, 8 1 6 9 4 3 UNCONTROLLED • 00 NOT MODIFY PRECISION COILS Right Fit. Right Now. Direct Expansion Coil SUBMITTAL DATA EMP coil PrecisionCoils Coil C-1 Tag Qty Model Footnotes Comment C-1 1 DX58S06A14-12x12-RH a,b Construction and Performance Details Tag Air flow (SCFM) Total capacity (MBH) Sensible capacity (MBH) Entering dry bulb (°F) Entering wet bulb (°F) Leaving dry bulb (°F) Leaving wet bulb (°F) Face velocity (ft/min) Air pressure drop (in of water) Air fouling factor (h•ft2•°F/Btu) Refrigerant Suction temp. (°F) Superheat (°F) Liquid temp. (°F) Ref. velocity (ft/s) Ref. pressure drop (psi) Coils per bank Coil type Fin height (in) Fin length (in) Face area (ft2) Rows Fin spacing (fins/in) Fin material Fin type Fin thickness (in) Tube wall thickness (in) Number of feeds Return conn. size (in) Weight (Ib) Footnotes c-1 300 7.2 7.2 60.0 44.0 38.0 32.2 300 0.28 0.00000 R -134a 35.0 10.0 125.0 19.64 1.03 1 5/8 12.0 12.0 1.00 6 14 Al Sine 0.006 0.020 1 0.625 34 (a) Refrigerant pressure drop below recommended minimum of 2.00 psi (b) Outside the scope of AHRI Standard -410-2001. R6.6 (Build 89074) -1478 Page 1 of 3 Tuesday, July 24, 2012 PRECISION COILS Right Fit. Right Now. Drawings SUBMITTAL DRAWINGS EMP coil PrecisionCoils Coil C-1 r OAL C 14MAX Dimensions* FL u 1.5 FH L 1.5 CL Supply Retum CO E 0 0 Tag Model Weight Fin material & type Tube wall Casing material Intermediate drain pan Coating Supply/return conn. size Connection type Number of feeds FH / FL CH / CL OAL/CD C R F MAX C-1 DX58S06A14-12x12-RH 34 0.006 Aluminum Sine -wave 0.02 / Smooth 16 ga. galv. steel (std) None None 0.625 / 0.625 Sweat Copper 1 12 / 12 15 / 15 18.25 / 10 4 1.875 1.75 2.25 * All distances are measured as inches. R6.6 (Build 89074) -1478 Page 2 of 3 Tuesday, July 24, 2012 MAINTAIN 36' CLEARANCE IN FRONT OF SERVICE ACCESS TO EQUIPMENT AND PANELS PER ELECTRICAL CODE 8' LINESET TO CONDENSER 1'16. 8' SUPPLY AIR —fir 12'X12' a 4' — 2' 1' NOT TO SCALE CONDENSER 2' 5' 6' 1 _1 SCALE 1,5' = 1' (DN 24'X36' PLAN SET) SERVICE ACCESS FROM THIS SIDE CONTROLS AND POWER PANEL LOCATION VERTICAL UNISTRUT TO SUPPORT PANEL ABOVE DH UNIT FOR SERVICE ACESS RETURN AIR 18-1/2'X4-5/8' TRANSITI❑N TO 12X12' FORKLIFT HOLE GYP) PROJECT DATE 11/4/13 REV1SION® 11/9/13 11/14/13 SHEET M1.0 P&ID: o rDl II 11 II I IVI Ini II 11 II II L LX� DAT O �—DD-P SAF CU -1 O PCI RAH FILTER RAT State Points R/A PC1 DAT REACT IN REACT OUT Rm Temp Set °F Volume SCFM 300 300 300 43 43 Rm Hum. Set % Temperature F 45 65 45 65 120 Moisture Gr/Lb 15 5.1 5.1 64 133 / PROJECT DATE 11/4/13 REVISION 11/9/13 11/14/13 SHEET M1.1 80SN3QN03 831901NfIN30 12'x12' x • :/ASIA NV-ld 1155 OPAPOC 6 M [MUSK PRDRPT 6 APPLIED SKIERS 1.01111OEST. PE DRASK OP RIETNNNR COIIAOWC PG CES. AE ANO WALL R[LM DE PROPERTY 6 APSED SYSIEI6 NORDOIEST. M =WAY 6 DE Ol10NAL OR CORES N[PE6 COES 0101 CO15PP11E A R MAT. TW EOW. MSE TR 11511S A OLUENRN3 ARC ECE®1W TO Y. SOLELY P. TE RRRYi 6 PLANSACIMO A SAID SY APPLIED SYSTEMS 101MES1, 6 THE AR @KRORNO S1SRN ROp6QA1R0 THIS 6SQL ANY COPWgCADOP 6 11.15 CES. INITMW DIE COM. 6 APR. SYSTER6 MOUP•AEST COI5PNTE5 A wt.= 6 TE LAR 6 TMS STATE • TUKWILA WAREHOUSE JOB/ 13478 KENT, WA 2 11 APPLIEDSYSTEMS NORTHWEST J ( iM3IA NDIldA3-13 INS 05*1RD1D 5 ITS C.USIVE PROPER. OF AMMO 515¢55 ISSI 051. tE DRAM. DT 0_I005 CDI1M01O TNS CES. ARE 150 SWW EMMI.' 1K PROPER. Cr APPLIED SKINS 11pIME51, T)E COPS. R THE CPIGINAL R 0SSC5 THEREOF DRS MDT COMSTNIC F P.HIOATOM 11EIEtd. THEW DR IMOS OR R111CP10115 /.E MIMED TO I. SPUN Cot TE APB= Cr 1MNSM.INO A S40 ...RV 5151E115 50114051, Cr M[ PP COMTIS 00(0 SYSTEM MCDRP0111P4 T6 DES.. *01 C01WCATUI Of 1N5 DES CH 515011 TE CDMYMT OF 0PP)ED 5151(16 walnuts" CDMSTTUIES MO1t1EN OF M LAPS Cr MS SIAM 2 ti TUKWILA WAREHOUSE JOB4 13478 KENT, WA APPLIEDSYSTEMS NORTHWEST II 1 _� t 1/i Y L L — a N X N J J El ►JJJJJJ iM3IA NDIldA3-13 INS 05*1RD1D 5 ITS C.USIVE PROPER. OF AMMO 515¢55 ISSI 051. tE DRAM. DT 0_I005 CDI1M01O TNS CES. ARE 150 SWW EMMI.' 1K PROPER. Cr APPLIED SKINS 11pIME51, T)E COPS. R THE CPIGINAL R 0SSC5 THEREOF DRS MDT COMSTNIC F P.HIOATOM 11EIEtd. THEW DR IMOS OR R111CP10115 /.E MIMED TO I. SPUN Cot TE APB= Cr 1MNSM.INO A S40 ...RV 5151E115 50114051, Cr M[ PP COMTIS 00(0 SYSTEM MCDRP0111P4 T6 DES.. *01 C01WCATUI Of 1N5 DES CH 515011 TE CDMYMT OF 0PP)ED 5151(16 walnuts" CDMSTTUIES MO1t1EN OF M LAPS Cr MS SIAM 2 ti TUKWILA WAREHOUSE JOB4 13478 KENT, WA APPLIEDSYSTEMS NORTHWEST PANEL FAINT ON OFF HANDAUTO DISCOHECT SnTEA PROCESS FAN CONTROL HUNTERS HUNTERS TB 1 TB1 J3-3 JI -3 J3 1 J4-1 LINE VOLTAGE WIRING + INSIDE PANEL LAYOUT —LOW VOLTAGE WIRING LEGEND: CI = COOLING CONTACTOR DP = DIFFERENTIAL PRESSURE LAT = LEAVING AIR TEMPERATURE HGS = HOT GAS BYPASS HR = HAND RELAY AR = AUTO RELAY CR = COOL RELAY DHR = DEHUMIDIFICATION RELAY CS = CURRENT SENSOR ,ag 116 aa„ L49 080 ><b db e�� PROJECT DATE 11/4/13 REVISION OD 11/9/13 11/13/13 11/14/13 11/10/13 SHEET E1.0 --- k460 } I V { ' POWER CONDENSING UNIT C1 CONTACTOR 20 AMP TI 72 T LINE COPELAND BREAKER 15 AMP LINE HUNTERS BREAKER 15 AMP MAIN DISCONNECT 60 AMP = SUPPLY 460 V 4 -- LOAD LOAD xz x I -x2- 1 _ — 460 V DEHUM HH DIFFERENTIAL PRESSURE O 24V C HHSEN DISCHARGE AIR TEMP TRANSFORMER 460 50 24V V VA SWITCH + - CONTROLLER (SET 42') 1 1 A/C COIL TBI �8f 1121314151617 9 101 2 11�01 1314�516171819110I • —LOW VOLTAGE WIRING LEGEND: CI = COOLING CONTACTOR DP = DIFFERENTIAL PRESSURE LAT = LEAVING AIR TEMPERATURE HGS = HOT GAS BYPASS HR = HAND RELAY AR = AUTO RELAY CR = COOL RELAY DHR = DEHUMIDIFICATION RELAY CS = CURRENT SENSOR ,ag 116 aa„ L49 080 ><b db e�� PROJECT DATE 11/4/13 REVISION OD 11/9/13 11/13/13 11/14/13 11/10/13 SHEET E1.0 El Grilles and Registers Application Guidelines prlE, Retum to product page Introduction Overview It is the intent of this section to give some basic application guidelines for the use of supply and return grilles andregisters in a simple non-technical manner. The informationpresented here is based on Price's laboratory results, as well as commonly accepted industry practices supported byASHRAE (American Society of Heating, Refrigeration and Air Conditioning Engineers).These application guidelines are designed to enhance your ability to use the performance data in this catalog to select an air outlet that will create an air pattern in the occupied space conducive to the comfort of the occupant. Single Deflection Supply A grille or register consisting of a single set of adjustable bladesthat controls the air pattern in only one direction, depending on blade orientation. Horizontal blades control rise and drop of the air stream.This orientation would be used, for example, to prevent unwanted drop in a free space (no ceiling) application or to blow warm air down in a high sidewall application. Vertically oriented blades control the spread of the air pattern and would be used where throw, not drop, is a prime concern. These would be the most economical type of outlet. See Figure 1. Example — Model 510 or 21. Double Deflection Supply A grille or register consisting of two sets of adjustable blades oriented perpendicular to each other to allow control of the air pattern in both horizontal and vertical planes.While both sets of blades have an affect on the air pattern, the front or outward most set has the most influence.The front blades should be horizontal if control of rise and drop is primary (i.e.free space or high sidewall) and vertical if spread and throw are the largest concerns. Double deflection outlets are the most flexible type of grille or register. See Figure 2. Example — Model 620 or 22. Eggcrate Return A grille or register with a cubical grid core to be used for return or exhaust where maximum free area is desired and see-through is not a concern.Typically used in ceiling applications where see-through sight lines are minimized to directly below the grille. See Figure 3. Example — Model 80 Series. C. Copyright Price Industries Limited 2011. Figure 1: Model 510 Single Deflection Supply 1\. Figura 2t Model 520 Double Deflection°Supply Figure 3: 80 Series Aluminum Eggcrate Return Figure 5 Model 530louveied Return s, f ((1 1 1'• Figure 4: 10 Series Perforated Return /+ lllllllllli� Perforated Return This grille utilizes a symmetrically perforated sheet metal core for free areas of approximately 50%. It is typically used in ceiling applications where see-through and blending with the mounting surface are of prime concerns. See Figure 4. Example — Model 10 Series. Louvered Returns These grilles and registers utilize a core of parallel fixed blades set at a deflection, usually 45 degrees from horizontal, to provide a return or exhaust unit with minimum see-through.The most common application is sidewall with blade deflection upward in high applications and downward in lower applications. This type of outlet usually has a slightly higher sound and pressure drop than either the eggcrate or perforated. See Figure 5. Example — Model 530 or 630. AI Metric dimensions( 1st. loft converaion. Imperial diment;ons are'corr:erted to metric and rounded to the nearest mitten plat D-7 • Y Louvered Supply price: 500 / 600 Series Return to product page GRILLES AND REGISTERS 510/520 -Steel 610 / 620 - Aluminum Double Deflection Models Steel Construction Grilles 520 Register c/w Steel Damper 520D Aluminum Construction Grilles 620 Register c/w Steel Damper 620D Register c/w Alum. Damper 620DAL Single Deflection Models Steel Construction Grilles 510 Register c/w Steel Damper 510D Aluminum Construction Grilles 610 Register c/w Steel Damper 610D Register c/w Alum. Damper 610DAL Mounting /Finish Options Border Style Surface Mount 1'/4 in. 1321 Flat (Standard) F 1 in. 1251 Narrow N Lay -in Inverted 13/4 in. 132)T TB Panel Mounted 3P Spiral Duct Frame SDF Blade. Orientation Front blades parallel to Long Dimension L Front blades parallel to Short Dimension S Optional Mounting Frame For F Border D For N Border T Fastening Countersunk screwholes A chi/ oval -head screws No screwholes 0 Finish White Powder Coat B12 For optional and special finishes see color matrix. Available Sizes Minimum Maximum* 6in. x4in. 413 in. x 413 in. [152 x 1021 11219 x 1219) * One-piece • Grille sizes increase in 1 in. [25) increments (fractional sizes are not available). • Maximum blade length is 24 in. 1610). Visible mullions are used when blade length exceeds 24 in. (610). • Multipte gril les a re supplied when specified sizes exceed the one-piece maximum limit. • Insect screen (IS) is 18x16 aluminum mesh. Product Information Index Performance Data 020 - D23 Available Borders, Frames and Fastenings D87 - D89 Accessory Dampers 087 Suggested Specification D190 D-14 DciublOrlDeflectibiV /. In:.[i91 Blade;Spaoing ii::i::::ii- I...I,I$■artuliiu--- . ■ M u u ■ ■ 1•rttle iIrua•iiii..o.l... F Border Shown Single Deflection 3/4 in. [19] Blade Spacing SOF Spiral Duct Frame Varies with Oast Dia/Nom.Wiidth F Border Shown rroa. 101011 •1.750 Crile• ;p: TTTT TT[<M71”r:TTT iTTTi Tu f - .1 f5DF T_ / Nail gas fividt1) Nom. Duct Diameter 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 48 4 • • • • . • • • • • • • • • • • 5 . . • • • . . • • • • • . . . .. 8 • • • • • • • • • • • • • • • • 7 • • • • • • • • • • • • • • • • 8 • • • • • • . • • • • • • • • • 9 . •. •• •.. •. •• •. • • • • • • • 1p • • • . . . . • • • • . . • 1 • • • . • •. • • • • • • . • 12 . . . . . • . • . . • • . . • i3 • • • • • • • • • • • • • • 14 • • • • • • • • • • • • • 15 . • . . . . . . • • . • 16 . . • . . • • • • • • ✓ Product Selection Checklist 1 2 3 4 5 6 7 Select Unit Size based on desired performance characteristics. Select OutletType by model number (core style, material, damper). Select Border Style according to installation requirements IF is standard). Select Blade Orientation. Select Mounting Frame if desired. Select Fastening Type IA is standard). Select Finish. Example: 24 In. x 24 In. / 520D l F / L /A / B12 Application Recommendations: Surface Mount - F Border, A Fastening. All Metric dimensions 1 1 era soh conversion. Imperial dimansions are convened to metre and rounded to the nearest mlaimeter. C. Copyright PnCo Industries Lirn4e4 2011. • O Louvered Face Supply 500 / 600 / 700 / 900 Series prIE Retum to product page Performance Data - Models 510, 520 / 610, 620 / 710, 720 / 910, 920 Performance Notes: 1. Tested in accordance with ASHRAE Standard 70-2006 'Method of Tesling for Rating the Performance of Air Outlets and Inlets.' 2. Air flow is in cfm. 3. All pressures are in in. w.g. 4. Throw values are measured in feet for terminal velocities 8. of 150 fpm (minimum), 100 Ipm (middle) and 50 fpm (maximum). NC 20 30 5. Throw data is based on supply air and room au being at isothermal conditions. 6. NC values are based on room absorption 0110 dB re 101} Watts 00' deflectionand and one diffuser. 7. Blanks (-) indicate an NC level below 15. Deflection 0°-22 '/i°-45° The listeddeflection settings refer to horizontal deflection. For a 20' upward deflection. use the room throw rating for a 0' setting and the total pressure for a 221/, horizontal setting. Copyright Price Industries Umiled 2011. 40 50 The performance tables are based on registers with core style 520vdth an opposed blade damper.The performance of other core styles, with or without dampers. can be obtained by the application of correction factors to the tabulated performance data. See Correction Factor Table, page 023. Alt Metric d:mensiom ( 1 are soft eom¢nion. Imperial Amens:ons are convened to metric and rounded to the nearest mfgtmKer. D-21 GRILLES AND REGISTERS NC20 30 40 54 CoreVelocityfpm 300 400 500 600 700 800 1000 1200 1400 1600 1800 Velocity Pressure .006 .010 .016 .022 .030 .040 .062 .090 .122 .159 .202 Size Total 0° .014 .024 .038 .052 .071 .094 .146 .212 .287 .374 .415 Pressure 22'h' .017 .028 .045 .063 .085 .114 .176 .256 .347 .452 .574 45° .025 .042 .067 .093. .126 .168 .261 .379 .514 .669 .850 Ac = 0.46 h' cfm 140 185 230 275 320 370 460 550 645 735 830 20 x 4 16 x 5 NC - - - 15 20 24 31 38 41 45 49 14 x 6 10 x 8 0. 7-10.22 9-14-25 12-17-27 14-22-30 16-23-32 19-25.35 23-27-39 25-31-43 27-33.46 29-35-49 31-38-52 Throw 22113' 6-8-18 7-11-20 10-14-22 11-18-24 13-18.26 15-20-28 18-22-31 20-25-34 22-26-37 23.28-39 25-30-42 0 45' 3-5-11 5-7-12 6-9-14 7-11-15 8-11-16 10-13-17 11-14-20 12-15-21 14-17-23 14-18-24 15-19 -26 Ac a 0.52 ft' cfm 155 210 260 310 365 415 520 625 730 830 935 24 x 4 18 x 5 NC - - - 16 20 24 31 37 41 45 49 16 x 6 0' 7-11.23 10-15-26 13-19-29 15.22.32 18-25-35 20-26-37 24-30-41 27-33-45 29-35-49 31-38-52 32-40-55 Throw 229° 6-9-18 8-12.21 10.15-23 12-18-26 14-20-28 16-21-30 19-24-33 22.26.36 22-28-39 25-30-42 26.3244 h 45' 3-5-11 5-7-13 6-9-15 8-11-16 9-12-17 10-13-18 12-15-21 13-16.23 14-18-24 15-19-26 16-20-28 Ac= 060 h' cfm 180 240 300 360 420 480 600 720 840 960 1080 28 x 4 20 x 5 NC - - - 16 21 25 32 37. 42 46 50 18 x 6 12 x 8 0° 7-12-24 11-16-28 14-20-31 16-24-34 19-27-37 22-29-40 26-32-45 29-35-48 31-38-52 33-40-56 354359 10 x 10 Throw 22'/: 6-10-19 9-13-22 11-16.25 13-19-27 15-22-30 18-23-32 21-26-36 23-28-38 25-30-42 26-32-45 28.3447 it 45° 4-6-12 5-8-14 7-10-16 8-12-17 10-13-19 11-14-20 13-16-22 14-17-24 15-19-26 1620.28 17-21-29 cfm 205 275 345 415 485 550 690 830 965 1100 1240 Ac = 069 ft' NC 30 x 4 24 x5 - - - 17 22 26 32 38 43 47 50 20 x 6 14 x 8 0° 8-13-26 12-17-30 15-n-34 18-26-37 21-29-40 24-31-43 28-34-47 30-38-52 33-40-56 35-43-60 37-45-63 12 x 10 Throw 22'/r 6-10-21 10.14.24 12-18-27 14-21-30 17-23-32 19-25-34 22-27-38 24-30-42 26-32-45 28-34-48 30.36.50 0 45' 4.6.13 6-9-15 7-11-17 9-13-18 10-14-20 12-15-21 14-17-24 15-19-26 16-20-28 18-22-30 19-23-31 cfm 245 325 405 485 565 650 810970 1130 1300 - 1460 r Ac = 0.81 it' NC 36 x 4 28 5 - - - 18 22 26 33 39 43 47 51 x 22 x 6 16 x 8 0° 8-14-28 13-19-33 16-23-37 19-28-40 23-31-43 26.33.46 30-37-51 33-41-56 36-44-60 38.4664 40-49-68 14 x 10 Throw 22,11° 6-11-22 10-15-26 13-18-30 15-22-32 18-25-34 21-26-37 24-30-41 26-33-45 29-35-48 30-37-51 32-39-54 ft 45' 4-7-14 6-9-16 8-12-18 10-14-20 11-15-22 13-17-23 15-19-26 17-20-28 18.22-30 19-23-32 20-25-34 cfm 270 360 450 540 630 720 900 1080 1260 1440 16.10 Ac =0.90 h' NC - - - 18 23 27 34 39 44 48 51 26 x 6 30 x 5 26 x 6 18x8 0° 9-15-30 14-20-34 17-25-39 21-30-42 24-33-45 27-35-48 32-39-55 35-43-59 37-46-63 40-49-68 42.52-72 16 x 10'12-. x 12 i Throw 22'/: 7-12-24 11-16-27 14-20-31 17-24-34 19.26.36 22.28-38 26-31-44 28-34-47 30-37-50 32-39-54 34-42-58 ft 45° 5.8.15 7-10-17 9-13-19 10-15-21 12-16-23 14-17-24 16-20-27 17-21-29 19-23-32 20-24.34 21-26-36 cfm 320 430 535 640 750 855 1070 1280 1500 1710 1930 Ac=1.07 h' NC '4 - - - 19 24 28 34 40 45 49 52 48 x 36 x 5 30 x 6 22 x 8 0° 10-16-32 15-22-38 18-28-42 22-33-46 26-36-49 29-38-53 35-43-59 38-48.64 41-50-69 43-53-74 46-57-79 18 x 10 14 x 12 Throw 22'/0 8-13-26 12-18-30 14-22-34 18-2637 21-29-39 23-30-42 28-34-47 30-37.51 33-40-55 34-42-59 37-46-63 h 45' 5-8-16 7-11-19 9-14-21 11-17-23 13-18-25 14-19-26 17-21-29 19-23-32 20-25-35 22-27-37 23-28-40 Performance Notes: 1. Tested in accordance with ASHRAE Standard 70-2006 'Method of Tesling for Rating the Performance of Air Outlets and Inlets.' 2. Air flow is in cfm. 3. All pressures are in in. w.g. 4. Throw values are measured in feet for terminal velocities 8. of 150 fpm (minimum), 100 Ipm (middle) and 50 fpm (maximum). NC 20 30 5. Throw data is based on supply air and room au being at isothermal conditions. 6. NC values are based on room absorption 0110 dB re 101} Watts 00' deflectionand and one diffuser. 7. Blanks (-) indicate an NC level below 15. Deflection 0°-22 '/i°-45° The listeddeflection settings refer to horizontal deflection. For a 20' upward deflection. use the room throw rating for a 0' setting and the total pressure for a 221/, horizontal setting. Copyright Price Industries Umiled 2011. 40 50 The performance tables are based on registers with core style 520vdth an opposed blade damper.The performance of other core styles, with or without dampers. can be obtained by the application of correction factors to the tabulated performance data. See Correction Factor Table, page 023. Alt Metric d:mensiom ( 1 are soft eom¢nion. Imperial Amens:ons are convened to metric and rounded to the nearest mfgtmKer. D-21 GRILLES AND REGISTERS JI City of Tukwila Department of Community Development December 16, 2013 JOHN ADDISON 234 FIFTH AV S EDMOPNDS, WA 98020 RE: Correction Letter # 2 MECHANICAL Permit Application Number M13-0225 VULCAN WAREHOUSE - 3314 S 116 ST Dear JOHN ADDISON, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development 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 following departments: BUILDING DEPARTMENT: Dave Larson at 206-431-3678 if you have questions regarding these comments. 1. Please include the manufacturers spec and installation sheets for the new equipment. The weight of the equipment, make and model numbers should be included. 2. A structural design stamped by an engineer licensed in the State of Washington is needed to verify that the roof/ceiling structure will adequately support the new equipment and to provide details for securing the equipment in place. 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 plan pages, 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, I can be reached at 206-433-7165. Sincerely, er Marshall Technician File M13-0225 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 OPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M13-0225 PROJECT NAME: VULCAN WAREHOUSE DATE: 01/16/2014 SITE ADDRESS: 3314 S 116 ST Original Plan Submittal X Response to Correction Letter #_ Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: JP 1C ��1:` (4 Building Division II Public Works n Fire Prevention n Structural ❑ Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 01/21/14 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: added CAneck� Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/18/14 cow tto oro REVIEWER'S INITIALS: DATE: Permit- Ceiiter Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 • PERMIT COORD COP PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-0225 PROJECT NAME: VULCAN WAREHOUSE SITE ADDRESS: 3314 S 116 ST X Original Plan Submittal Response to Incomplete Letter # DATE: 12-03-13 Response to Correction Letter # Revision # After Permit Issued DEPA TM N S: 411; i ding Divisio Public Works ❑ t3 Fire Prevention Structural Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 12-05-13 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 01-02-14 Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (/1U//(/ Plan Check/Permit Number: M13-0225 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED CRY OF TUKWII A JAN i16. 2014 PERMIT CENTER Project Name: Vulcan Warehouse Project Address: 3314 S 116 Street Contact Person: 41)1:0 0D-3 Phone Number: 2.0X—it? Z --'I23 Summary of Revision: EQ✓rPr&r r SSUk^LTTA-L. is I•�GLA:e 7a pith De:s.T Cdiuz.ecTtea _Pram. 40- Z� S -T Aa, CaaseexeD 4.3.b ` IlAtaA s . G") Gt-o t r GA)Fi4" The kNAUL- L4) (ot.i t Rak .SDXc��v►tE C ,a Rgyt�-r- AvtrD a "Me IAF e F TN£ WAt-k- /A) Cot ed. Sheet Number(s): Z OF a HAS GLcc/i f ben i C eitowP T ATTACHAVArr "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 6106//y C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 WILCOX CONSTRUCTION INC • 0 Washington State Department of Labor & Industries • Page 1 of 3 WILCOX CONSTRUCTION INC Owner or tradesperson LESSARD, MATTHEW J Principals LESSARD, MATTHEW J TRENT HOLOBAUGH PAUL CARTER ROBERT WILCOX MATTHEW LESSARD JAMES LESSARD A WILCOX LAURA WILCOX HOWARD OLDS Doing business as WILCOX CONSTRUCTION INC WA UBI No. 319 007 592 234 5TH AVE SOUTH EDMONDS, WA98020 425-774-4185 SNOHOMISH, County Business type Corporation Governing persons MATTHEWJLESSARD License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ... .................... ... Meets current requirements. License specialties GENERAL License no. WILCOC*194Q0 Effective — expiration 11/20/1981 — 12/10/2015 Bond TRAVELERS CAS & STY CO OF AMER Bond account no. SV4713 Received by L&I 09/26/2005 $12,000.00 Effective date 12/01/2005 httns://secure.lni.wa.2ov/verify/Detail.aspx?UBI=319007592&LIC=WILCOC* 194Q0&SAW= 02/04/2014