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HomeMy WebLinkAboutPermit M14-0091 - GRAINGER SUPPLY - ROOFTOP UNITS REPLACEMENTGRAINGER SUPPLY 6725 S TODD BLVD M14-0091 Parcel No: Address: 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 7888900060 6725 S TODD BLVD 1 Project Name: GRAINGER SUPPLY MECHANICAL PERMIT Permit Number: M14-0091 Issue Date: 6/13/2014 Permit Expires On: 12/10/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: GRAINGER W W INC 18818 TELLER AVE STE 277 C/O MARVIN F POER & CO, IRVINE, WA, 92612 DAN BAXTER 2828 W IRVING ST, PASCO, WA, 99301 M CAMPBELL & COMPANY Address: 2828 W IRVING , PASCO, WA, 99301 License No: MCAMPCI963RA Lender: Name: Address: Phone: (509) 727-8084 Phone: (509) 545-9848 Expiration Date: 11/1/2014 DESCRIPTION OF WORK: REPLACE (2) PACKAGED ROOFTOP UNITS WITH SAME SIZE, (1) 3 TON AND (1) 4 TON Valuation of Work: $8,175.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $311.22 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Permit Center Authorized Signature: Date: 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: Date: 9/' i �/ Print Name. jI 11/1 14r( ��— 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: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: 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. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 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: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. (' ' ( `1' o 0 `7 Project No. Date Application Accepted: Date Application Expires: (For office use only) 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** SITE LOCATION Site Address: e JO e& v 6' Tenant Name: G%l1//1/602- 541,,G PROPERTY OWNER Name: 6/A4//1ioaz w .1.4/6.. Address: 6 223- -2--?42O ,L yD City: ��/ivicA State:m Zip: CONTACT PERSON — person receiving all project communication Name: 0,44) n 31 Address:.2$Zg %L iwa (7 r.. City: /%06„, State: friZip: Sall` 72) 4O8 Fax: 1 Email: / L4/71i/GA/Y7AI>&//, Le©/Y7 King Co Assessor's Tax No.: 7 $89 " ©oho Suite Number: Floor: New Tenant: ❑ Yes X.No MECHANICAL CONTRACTOR INFORMATION Company Name: Address: 24 2g.w, . 1��- 6.7. City: f��. a State: Zip�'`/ �! Phonsw_o3 . Fax: Contr Reg No..CA 1g631Q �f $xp Date / 7/A. Tukwila Business License No.: /3uS- 0 9g5/5 is,,_. Valuation of project (contractor's bid price): $ � 7s. 00 , I t'j5 Describe the scope of work in detail: /Q e'L gee- 02 p 4_,0.Ge-v 2 pep 7-pp 'w/541M E 6/ Z E 7-,A/ Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas 1g Other: H:\ApplicationsWorms-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 installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfmCg Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 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 PERMIT APPLICATION NOTES - 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 4: 714 Signature: 2 AGENT: Print Name: L74. l/ Date: 0/X4P7Cce Day Telephone: ,5"x9. Sfi'V %.Z// Mailing Address: .?2' L1% 1.V, V4N/6 5r- /39-G0 City State H:Wpplications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PermitTRAK I PAID $311.22 M14-0091 Address: 6725 S TODD BLVD 1 Apn: 7888900060 $311.22 MECHANICAL $299.25 PERMIT ISSUANCE BASE FEE 8000.322.100.00.00 $32.50 PERMIT FEE 8000.322.100.00.00 $206.90 PLAN CHECK FEE 8000.322.102.00.00 $59.85 TECHNOLOGY FEE $11.97 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1917 R000.322.900.04.00 $11.97 $311.22 Date Paid: Thursday, April 24, 2014 Paid By: M CAMPBELL & COMPANY INC Pay Method: CHECK 47559 Printed: Thursday, April 24, 2014 3:53 PM 1 of 1 CISYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 MA-- DA Project:1 i Type of Inspern: v Address: .... ----- , / I i(OV? iklA Date called: 'SpeCial Instructions: /r \\ . c 3 ill n M Di DateWanted: a.m. Requester: retiv.i Pilone No; , A s)ota-- S441 ...-f 6 3 co 0 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f ) K.-. P--1,_ J(c)I--- i t' i) i i ..... D ef 1,1 ,T I i 1r(pector: Date' — 14- REINSPEMIONTEE-REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. LEIIIVIJI) Product Submittal Project Information Project Name: WW GRAINGER # 753 SEATTLE, WA Project Number: 3000392838 Project Location: 6725 TODD BLVD SEATTLE, WA 98188, US Project Altitude: 1000 Customer Information Company Name: NAS Company Address: Company Location: Contact: Phone: Engineering Information Company Name: Company Address: Company Location: Contact: Phone: REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2014 AT City of No c a of work without p• adding Division. submittal 'Tukwila 8 requite a new plies fees �1D ay include iadd ionai plan to and m y FILE COPY Permit eloProval le to errors mnrlomisslors, Approval of construction documents doe= net a:=! v" -,-1 the violation of any adopted code or ordinanc:a_ R o: w ,-t ;: Copy and Of � � ;,,. BY IK /0//3/Pi City Of 14kvdls BUILDING We are pleased to provide the attached project sub i ttal. If you have any questions or need additional information, please feel free to call our office. t414- ooqi Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page i of 12 RECEIVED CITY OF TUKWILA APR 2 4 2014 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014-01-20 Phone: 972-497-6249 Lennox Industries Inc. - Product Submittal Table of Contents System ID Qty Model Description RTU1 WEST -L1503 GAS UNIT 1 LGH036H4E PKGGE/3TON/CONFIGURABLE RTU3 OFFICES- V0540 GAS UNIT 1 LGH048H4E PKGGE/4TON/CONFIGURABLE Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page 2of12 RECEIVED CITY OF TUKWILA APR 2 4 2014 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014-01-20 Phone: 972-497-6249 Lennox Industries Inc. - Product Submittal System ID: RTU1 WEST -L1503 GAS UNIT Package Model: LGH036H4E Description: PKGGE/3TON/CONFIGURABLE HEATING PERFORMANCE Heat Source H/E Highlnput H/E HighOutput System HeatOutput Natural Gas 105000 (Btuh) 84000 (Btuh) 84000 (Btuh) Gas Supply Connection H/E Heat Rise AFUE/ ThermalEff Number of Heating Stages Gas Supply Pressure 0.50 (in.) 64.8 (°F) 80 1 7 (in.WC) COOLING PERFORMANCE Refrigerant ARI EER ARI SEER ARI Total Power ARI GrossTotalCool ARI NetTotalCool Coil GrossTotalCool Coil NetTotalCool Coil GrossSensCool Coil NetSensCool Environ Refrigerant Charge R-410A 12.5 18.0 2800 (W) 35800 (Btuh) 35200 (Btuh) 35800 (Btuh) 34608 (Btuh) 27924 (Btuh) 26732 (Btuh) 5 LBS. 5 OZ. Number Compressors Number of Cooling Stages Condensate Drain Size Cooling OutdoorDB Cooling MixedDB Cooling MixedWB Coil DischargeDB Coil DischargeWB Unit DischargeDB Unit DischargeWB Coil MoistureRemoval System MoistRemoval 1 2 1.00 (in.) 95.0 (°F) 80.0 (°F) 67.0 (°F) 57.1 (°F) 57.1 (°F) 58.1 (°F) 57.4 (°F) 7.4 (lb/hr) 7.4 (lb/hr) SUPPLY FAN PERFORMANCE Supply Fan Total Air Flow Supply AirFlow ExtStaticPress Supply SupplyFan Req'dPower SupplyFan NomPower Supply Fan Type SupplyDriveReq'd RPM Motor Torque Pct 1200 (cfm) 1200 (cfm) 1.00 (in.WC) 0.50 (hp) 0.50 (hp) MSAV Direct Drive 1184 (rpm) 78 TotalStaticPress Wet Coil Static Press Gas H/E Static Press Economizer Static Press Air Filter Qty Air Filter Length Air Filter Width Air Filter Thickness 1.11 (in.WC) 0.05 (in.WC) 0.02 (in.WC) 0.04 (in.WC) 4 16.0 (in.) 20.0 (in.) 2.0 (in.) ELECTRICAL Voltage Frequency System MCA System MOCP Compressors RLA Cooling FLA Total Unit Oper Range-Nom Voltage 208V 3Ph 60 (Hz) 23.0 (amp) 30 (amp) 11.2 (amp) 19.6 (amp) +/- 10% SupplyFan FLA CondensingUnit FLA 4.3 (amp) 4.1 (amp) DIMENSIONS Cabinet Width Cabinet Length Cabinet Height Total Weight Horizontal Supply Height Horizontal Supply Width 47.0 (in.) 85.3 (in.) 38.9 (in.) 680 (lb) 20.0 (in.) 19.5 (in.) Horizontal Return Height Horizontal Return Width 29.0 (in.) 11.0 (in.) SOUND Outdoor Sound Rating 75 (db) HECEIVED Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page 3 of 12 CITY OF TUKWILA APR 2 4 2014 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014-01-20 Phone: 972-497-6249 Lennox Industries Inc. - Product Submittal System ID: RTUI WEST -L1503 GAS UNIT Package Model: LGH036H4E Description: PKGGE/3TON/CONFIGURABLE SYSTEM FEATURES Durable Outdoor Enamel Paint Finish Copeland Scroll Compressor Pre -charged Refrigeration System Expansion Valves High Capacity Driers Auto reset high & low pressure switch with strike 3 lockout feature in Prodigy unit controller Totally Enclosed Fan Motor PVC Coated Fan Guard Fan and Limit Controls Factory Test Operated Bonded for Grounding Internal Pressure Relief Valve Overload Protection Crankcase Heater Timed Off Control AGA-CGA Certified Units will operate cooling down to 0 degrees F (-17.7 degrees C) without additional controls. Redundant Comb. Gas Control Valve Electronic Flame Sensor Direct Spark Ignition Aluminized Steel Inshot Burners Separate Compressor and Controls Compartment Advanced controls with Prodigy Control System Limited warranty on aluminized heat exchanger of 10 years Limited compressor warranty of 5 years Limited warranty on Prodigy Unit Controller of 3 years Limited warranty on all other components of 1 year See Limited Warranty Certificate included with unit for details INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED MULTI -STAGE AIR VOLUME HINGED ACCESS DOORS ENVIRON COIL SYSTEM STANDARD CAP 2 IN MERV4 FILTER INCLUDED SYSTEM OPTIONS - FIELD INSTALLED 90W59 53W64 14W81 17W89 17W45 64W81 1 2 1 1 1 1 EIECON30A-2 ECONOMIZER W/HOOD & GED CISNSR64FF1 SINGLE ENTHALPY COSTATO2AE1L COMML TOUCHSCREEN TSTAT TIGARD10A-1 HAIL GUARD 2-5T, T SHRT FDHECKOOAN1 HORIZ. ECONO CONVERSION KT CIACURB20A 48/50 TF/M,H/D/L/TJ004-7 TO E Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page 4 of i2 RECEIVED CITY OF TUKWILA APR 2 4 2014 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014-01-20 Phone: 972-497-6249 Lennox Industries Inc. - Product Submittal System ID: RTU1 WEST -L1503 GAS UNIT Package Model: LGH036H4E Description: PKGGE/3TON/CONFIGURABLE DIMENSIONS - INCHES (MM) CORNER WEIGHTS CENTER OF GRAVITY Model No. AA BB CC DD EE FF GG HH Ibs. kg lbs. kg Ibs. kg Ibs. kg in. mm in. mm in. mm in. mm LGH036 Std. Unit 98 45 119 54 192 87 158 72 38.5 978 18 457 29 737 46.75 1187 LGH036 Max. Unit 132 60 149 68 241 109 213 97 40 1016 18 457 29 737 45.25 1149 LGH048 Std. Unit 104 47 126 57 202 92 167 76 38.5 978 18 457 29 737 46.75 1187 LGH048 Max. Unit 140 64 158 72 255 116 225 102 40 1016 18 457 29 737 45.25 1149 LGH060 Std. Unit 118 54 144 65 232 105 191 87 38.5 978 18 457 29 737 46.75 1187 LGH060 Max. Unit 159 72 179 82 289 131 256 116 40 1016 18 457 29 737 45.25 1149 LGH072 Std. Unit 132 60 160 73 258 117 212 96 38.5 978 18 457 29 737 46.75 1187 LGH072 Max. Unit 167 76 189 86 305 138 269 122 40 1016 18 457 29 737 45.25 1149 Std. Unit - The unit with NO OPTIONS. Max. Unit -The unit with ALL OPTIONS Installed. (Economizer, etc.) I. as I (1143j j00. I I I� CCU I 47(1192) BASE END VIEW 1 (25) 5-5'8 11 AA III143 (279) 16-1/4 (413) 18 (457) 7 ( 78) t 29 (737) 47 (192) BASE m 2; Mi of 3- LIFTING HOLE (For rigging) Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page 5 of 12 DD BOTTOM RETURN i AIR OPENING 5 (102) BOTTOM 20 SUPPLY/ (SOS) AIR OPENING CENTER OF i GRAVITY { FF (168) (168) t 2(65-3f54)4 l 9.1r2 (241) BB CC 2(673) BOTTOM BOTTOM POWER ENTRY CONDENSATE OUTLET 3 X 8 (76 X 203) TOP VIEW (Base) I". n1114 I I II(215) 1 `7I CG90EN§ATt OUTL ET (EITFER SIDE) F LIJFNFNT OUTLET\ ELECTRICAL I INLET / GAS 6 INLET _ --_ =-- 15 (381) 5-1i2 (140) /2(89) OC �r_ 2673) VI:. 27 673 S ) 85-1/4 (2165) ( ) H MCF 1 SIDE VIEW 11 1 (25) 19-1/2 18-1,8 (279) 2 (51) (495) (467) I~ 11 Illi II 11iI1:IIII 11, II II I IIII1 I I1II - -1 20 (508 ) r / 29 (737) /Oc FORKLIFT SLOTS HORIZONTAL HORIZONTAL (FBtower End) Back d SOPPLY ENINGR ((1140) RETURN O OPENING (140) BACK VIEW Without Economizer) RECEIVED CITY OF TUKWILA Last Changed: MELISSA ROSSATOAPR 2 4 2014 Prepared On: 2014-01-20 Phone:972-497-6249 PERMIT CENTER EE Lennox Industries Inc. - Product Submittal System ID: RTU1 WEST -L1503 GAS UNIT Package Model: LGH036H4E Description: DKGGE/3TON/CONFIGURABLE ACCESSORY DIMENSIONS - INCHES (MM) OUTDOOR AIR HOOD DETAIL WITH OPTIONAL ECONOMIZER AND BAROMETRIC RELIEF DAMPERS (Horizontal Applications) SUPPLY AIR DUCT (Field Provided) SUPPLY AIR OUTLET TOP VIEW RETURN AIR DUCT TRANSITION (Field fabricated and installed on unit) 19-1/2 29-114 (495) (743) HORIZONTAL SUPPLY AIR OPENING This opening ) not used in Horizontal Applications with 20 Economizer ECONOMIZER DAMPERS RETURN AIR INLET RETURN AIR DUCT (Field Fabricated - Must be sized to accommodate Barometric Relief Hood and Return Air Requirements) BAROMETRIC RELIEF HOOD DIMENSIONS Width - 35-1/2 in. (902 mm) Height -21 in. (533 mm) (036. 048) 25 in. (635 mm) (060. 072) See previous page for detais. OUTDOOR AIR HOOD (Furnished with Economizer) BAROMETRIC RELIEF HOOD (Furnished with Economizer and Field Installed on Field fabricated Return Air Duct) OUTDOOR AIR (508) L_J O01 / BACK VIEW 5 (127) RETURN AIR DUCT TRANSITION (Field fabricated and installed on unit) HORIZONTAL RETURN AIR OPENING JT AI R RETURN AIR DUCT INLET (Field Fabricated - Must be sized to accommodate Barometric Relief Hood and Return Air Requirements) NOTE - Retum Air Duct and Transition must be supported. 7/8 (22) 2-1/4 t (57) A 30-7/16 \ I F 00 Model No. A in. mm 036, 048 060, 072 18-3/4 476 22-1/2 572 B in. mm 11-3/4 298 15-3/4 400 Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page 6 of 12 7/8 (22) 2-1/4 (57) UNIT RETURN AIR DUCT OPENING WITH ECONOMIZER INSTALLED END VIEW RECEIVED CITY OF TUKWILA APR 2 4 2014 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014=01-20 Phone: 972-497-6249 Lennox Industries Inc. - Product Submittal System ID: RTU1 WEST -L1503 GAS UNIT Package Model: LGH036H4E Description: PKGGE/3TON/CONFIGURABLE UNIT CLEARANCES - INCHES (MM) 1 OUTDOOR i AIR B HOOD Ill,l 1 Unit Clearance A B C D Top Clearance in. mm in. mm in. mm in. mm Service Clearance 48 1219 36 914 36 934 36 914 Unobstructed Clearance to Combustibles 36 914 1 25 1 25 1 25 Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE - Entire perimeter of unit base requires support when elevated above the rnounhing surface. ' Service Clearance - Required for removal o1 serviceable parts. Clearance to Combustibles - Required clearance to combustible material. Minimum Operation Clearance - Required clearance for proper unit operation. Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page 7of12 RECEIVED CITY OF TUKWILA APR 2 4 2014 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014-01-20 Phone: 972-497-6249 Lennox Industries Inc. - Product Submittal System ID: RTU3 OFFICES- V0540 GAS UNIT Package Model: LGH048H4E Description: PKGGE/4TON/CONFIGURABLE HEATING PERFORMANCE Heat Source Natural Gas H/E LowInput 73500 (Btuh) HIE LowOutput 59000 (Btuh) H/E Highlnput 105000 (Btuh) H/E HighOutput 84000 (Btuh) System HeatOutput 84000 (Btuh) Gas Supply Connection H/E Heat Rise AFUE/ ThermalEff Number of Heating Stages Gas Supply Pressure 0.50 (in.) 48.6 (°F) 80 2 7 (in.WC) COOLING PERFORMANCE Refrigerant ARI EER ARI SEER ARI Total Power ARI GrossTotalCool. ARI NetTotalCool Coil GrossTotalCooi Coil NetTotalCool Coil GrossSensCool Coil NetSensCool Environ Refrigerant Charge R-410A 12.8 17.6 3800 (W) 50100 (Btuh) 49000 (Btuh) 50100 (Btuh) 48313 (Btuh) 37575 (Btuh) 35788 (Btuh) 5 LBS. 8 0Z. Number Compressors Number of Cooling Stages Condensate Drain Size Cooling OutdoorDB Cooling MixedDB Cooling MixedWB Coil DischargeDB Coil DischargeWB Unit DischargeDB Unit DischargeWB Coil MoistureRemoval System MoistRemoval 1 2 1.00 (in.) 95.0 (°F) 80.0 (°F) 67.0 (°F) 56.9 (°F) 56.5 (°F) 58.0 (°F) 57.0 (°F) 11.8 (lb/hr) 11.8 (lb/hr) SUPPLY FAN PERFORMANCE Supply Fan Total Air Flow Supply AirFlow ExtStaticPress Supply SupplyFan Req'dPower SupplyFan NomPower Supply Fan Type SupplyDriveReq'd RPM Motor Torque Pet 1600 (cfm) 1600 (cfm) 1.00 (in.WC) 0.75 (hp) 0.75 (hp) MSAV Direct Drive 1217 (rpm) 76 TotalStaticPress Wet Coil Static Press Gas H/E Static Press Added Filter Static Press Economizer Static Press Air Filter Qty Air Filter Length Air Filter Width Air Filter Thickness- 1.23 (in.WC) 0.12 (in.WC) 0.03 (in.WC) 0.04 (in.WC) 0.04 (in.WC) 4 16.0 (in.) ')/l /1 /:„ \ £.v.v 2.0 (in.) ELECTRICAL Voltage Frequency System MCA System MOCP Compressors RLA Cooling FLA Total Unit Oper Range-Nom Voltage 208V 1Ph 60 (Hz) 37.0 (amp) 50 (amp) 21.2 (amp) 31.4 (amp) +/- 10% SupplyFan FLA CondensingUnit FLA 6.1 (amp) 4.1 (amp) DIMENSIONS Cabinet Width Cabinet Length Cabinet Height Total Weight Horizontal Supply Height Horizontal Supply Width SOUND 47.0 (in.) 85.3 (in.) 38.9 (in.) 696 (lb) 20.0 (in.) 19.5 (in.) Horizontal Return Height Horizontal Return Width 29.0 (in.) 11.0 (in.) RECEIVED CITY o TUKWILA Outdoor Sound Rating 75 (db) APR Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page 8 of 12 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014-01-20 Phone: 972-497-6249 Lennox Industries Inc. - Product Submittal System ID: RTU3 OFFICES- V0540 GAS UNIT Package Model: LGH048H4E Description: PKGGE,'4TON/CONFIGURABLE SYSTEM FEATURES Durable Outdoor Enamel Paint Finish Copeland Scroll Compressor Pre -charged Refrigeration System Expansion Valves High Capacity Driers Auto reset high & low pressure switch with strike 3 lockout feature in Prodigy unit controller Totally Enclosed Fan Motor PVC Coated Fan Guard Fan and Limit Controls Factory Test Operated Bonded for Grounding Internal Pressure Relief Valve Overload Protection Crankcase Heater Timed Off Control AGA-CGA Certified Units will operate cooling down to 0 degrees F (-17.7 degrees C) without additional controls. Redundant Comb. Gas Control Valve Electronic Flame Sensor Direct Spark Ignition Separate Compressor and Controls Compartment Advanced controls with Prodigy Control System Limited compressor warranty of 5 years Limited warranty on stainless steel heat exchanger of 15 years Limited warranty on Prodigy Unit Controller of 3 years Limited warranty on all other components of 1 year See Limited Warranty Certificate included with unit for details INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED 2 IN MERV8 FILTER STAINLESS STEEL HEAT MULTI -STAGE AIR VOLUME HINGED ACCESS DOORS ENVIRON COIL SYSTEM LOW NOX STANDARD CAP INCLUDED SYSTEM OPTIONS - FIELD INSTALLED 90W59 53W64 14W81 17W89 17W45 64W81 1 EIECON30A-2 ECONOMIZER W/HOOD & GED 2 1 1 1 1 C1SNSR64FF1 SINGLE ENTHALPY COSTATO2AE1L COMML TOUCHSCREEN TSTAT T1GARD10A-1 HAIL GUARD 2-5T, T SHRT FDHECKOOAN1 HORIZ. ECONO CONVERSION KT CIACURB20A 48/50 TF/M,H/D/L/TJ004-7 TO E Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTL=, WA Page 9 of 12 RECEIVED CITY OF TUKWILA APR 2 4 2014 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014-01-20 Phone: 972-497-6249 Lennox Industries Inc. - Product Submittal System ID: RTU3 OFFICES- V0540 GAS UNIT Package Model: LGH048H4E Description: PKGGE/4TON/CONFIGURABLE DIMENSIONS - INCHES (MM) CORNER WEIGHTS . CENTER OF GRAVITY Model No. AA BB CC DD EE FF GG HH Ibs. kg Ibs. kg Ibs. kg Ibs. kg in. mm in. mm in. mm in. mm LGH036 Std. Unit 98 45 119 54 192 87 158 72 38.5 978 18 457 29 737 46.75 1187 LGH036 Max. Unit 132 60 149 68 241 109 213 97 40 1016 18 457 29 737 45.25 1149 LGH048 Std. Unit 104 47 126 57 202 92 167 76 38.5 978 18 457 29 737 46.75 1187 LGH048 Max. Unit 140 64 158 72 255 116 225 102 40 1016 18 457 29 737 45.25 1149 LGH060 Std. Unit 118 54 144 65 232 105 191 87 38.5 978 18 457 29 737 46.75 1187 LGH060 Max. Unit 159 72 179 82 289 131 256 116 40 1016 13 457 29 737 45.25 1149 LGH072 Std. Unit 132 60 160 73 258 117 212 96 38.5 978 18 457 29 737 46.75 1187 LGH072 Max. Unit 167 76 189 86 305 138 269 122 40 1016 18 457 29 737 45.25 1149 Std. Unit - The unit with NO OPTIONS. Max. Unit - The unit with ALL OPTIONS Installed. (Economizer, etc.) 45 1 (25) 47 (1192) BASE END VIEW 5-518 11 16.1/4 18 143 (279) (413/) (457) 47 ( 192) BASE 7 ( 78) 29 (737) 2. 3- LIFTING HOLE (For rigging) Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page i0 of 12 DD BOTTOM RETURN AIR OPENING BOTTOM"AIR OPENING CENTER OF GRAV IT( 6-5/8 (168) 5 (102) 20 (508) 25.3/4 (654) 9-1 r2 (241) BB CC 26-i/2 EE BOTTOM BOTTOM POWER ENTRY CONDENSATE OUTLET 3 X 8 (76 X 203) TOP VIEW (Base) (673) 63.1 r4 (2115) CONDENSATE (EITIER SIDE) FLUFiVENT OUTLET \�. ELECTRICAL i INLET GAS 4- INLET -� --- 15 (381) 5-1/2 (140) /2(89) OC LL 26-1/2 �j— 27 (673) IIII++ 4 (686) ai85-1/4(2165) ne co SIDE VIEW 1-318 (495) (467)4 7) 95 11 (279) 111'1 11 II II II C L 1 (25) 29 (737) J_ l t FORKLIFT SLOTS HORIZONTAL HORIZONTAL (FBloweraEnd) d OPENINGR 54 ROPENINGR 1 4 )Without Economizer) BACK VIEW RECEIVED CITY OF TUKWILA Last Changed: MELISSA ROSSATO APR 2 4 2014 Prepared On: 2014-01-20 Phone: 972-497-6249 PERMIT CENTER Lennox Industries Inc. - Product Submittal System ID: RTU3 OFFICES- V0540 GAS UNIT Package Model: LGH048H4E Description: PKGGE/ 4TON/CONFIGURABLE ACCESSORY DIMENSIONS - INCHES (MM) OUTDOOR AIR HOOD DETAIL WITH OPTIONAL ECONOMIZER AND BAROMETRIC RELIEF DAMPERS (Horizontal Applications) SUPPLY AIR DUCT (Field Provided) SUPPLY AIR OUTLET TOP VIEW ri LI RETURN AIR DUCT TRANSITION (Field fabricated and installed on unit) 19-1/2 29-1/4 (495) (743) HORIZONTAL SUPPLY AIR OPENING (508) r--1 This opening 1 not used in Horizontal Applications with Economizer ECONOMIZER DAMPERS RETURN AIR INLET RETURN AIR DUCT (Field Fabricated - Must be seed to accommodate Barometric Relief Hood and Return Air Requirements) BAROMETRIC RELIEF HOOD DIMENSIONS Width - 35-1/2 in. (902 mm) Height -21 in. (533 mm) (036. 048) 25 in. (635 mm) (060. 072) See previous page for detais. OUTDOOR AIR HOOD (Furnished with Economizer) BAROMETRIC RELIEF HOOD (Furnished with Economizer and Field Installed on Field fabricated Return Air Duct) OUTDOOR AIR I or, I/ BACK VIEW 5(127) RETURN AIR DUCT TRANSITION (Field fabricated and installed on unit) HORIZONTAL RETURN AIR OPENING rM ff,'',S AIR RETURN AIR DUCT INLET (Field Fabricated - Must be sized to accommodate Barometric Relief Hood and Return Air Requirements) NOTE - Return Air Dud and Transition must be supported. 7/8 i (22) 2-114 (57) A 30-7/16 (773` _411, 4- 1 r Model No. A in. mm B in. mm 036, 048 060, 072 18-3/4 476 22-1/2 572 11-3/4 298 15-3/4 400 Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page 11 of 12 2-1/4 (57) 7/6 (22) UNIT RETURN AIR DUCT OPENING WITH ECONOMIZER INSTALLED END VIEW RECEIVED CITY OF TUKWILA APR 2 4 2014 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014-01-20 Phone: 972-497-6249 Lennox Industries Inc. - Product Submittal System ID: RTU3 OFFICES- V0540 GAS UNIT Package Model: LGH048H4E Description: PKGGE/4TON/CONFIGURABLE UNIT CLEARANCES - INCHES (MM) OUTDOOR jj�}` } AIR HOOD f—D—t Unit Clearance A B C D Top Clearance in. mm in. mm in. mm in. mm Service Clearance 48 1219 36 914 36 934 36 914 Unobstructed Clearance to Combustibles 36 914 1 25 1 25 1 25 Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE - Entire perimeter of unit base requires support when elevated above the mounting surface. Service Clearance - Required for removal of serviceable parts. Clearance to Combustibles - Required clearance to combustible material. Minimum Operation Clearance - Required clearance for proper unit operation. Project: 3000392838 WW GRAINGER # 753 SEATTLE, WA Quote: 4000472045 WW GRAINGER # 753 SEATTLE, WA Page 12 of 12 RECEIVED CITY OF TUKWILA APR 2 4 2014 PERMIT CENTER Last Changed: MELISSA ROSSATO Prepared On: 2014=01-20 Phone: 972-497-6249 MowE J7NGINEERING /T//l\I/Iv��lINC FT!_F ronv May 20, 2014 Mr. Dan Baxter Campbell & Company 2828 W. Irving Pasco, WA 99301 REF: GRAINGER BUILDING REPLACEMENT HVAC UNITS Dear Mr. Baxter: 7100 W. 13th Ave., Kennewick, WA 99338 (509) 735-3070 Fax (509) 735-3067 E-mail: monevengrAcharter.net Project # 2490.0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2014 BUILDING f Tukwila VISION Money Engineering Inc. has performed calculations on the existing roof structure of the Grainger Retail Building located at 6725 Todd Blvd in Tukwila, Washington. The new HVAC units are replacing existing units on the roof, The new units weigh approximately 100 pounds more than the existing units, The existing units are placed on 4x8 sleepers on the roof spanning from existing 31/8"x18" glulam beams to existing 31/8"x18" glulam beams, a distance of 8', The existing 2x4 DF#1 rafters between the beams are not strong enough to support the HVAC units. The existing units are placed towards the end of the beams within a few feet of the column. The now units shall be placed similarly in approximately the same location with a minimum of two 4x8 sleepers spanning between the existing glulam beams. The attached calculations show the design of the sleepers and the check of the existing glulem beams to withstand the new loading from the new HVAC units. in conclusion, the existing 31/8"x1811 glulam beams will be able to support the new HVAC units. if you have any questions, please call. &Inc€rely, qa444Z-4 t James K. Money, P. Wiley Engineering ins. RECEIVED CITY OF TUKWILA MAY 2 3 2014 PERMIT CENTER COARECT,IOW LTR#. KA 14-- 0 09 I Morro Money Engineering Inc. 7100 W. 13th Ave. Kennewick, WA 99338 ENGIIERIIG 50s 730677 F VIVT>T/TVIlve moneyengr@charter.net Project Information Lic. # : KW-06007323 Project Title : Grainger Store #753 - HVAC Unit Support Description : Replacing HVAC units with slightly heavy units I.D. : 2490.0 Address , Seattle, WA Project Leader : JK Money Phone : 509-735-3070 Project Notes Project Title: Grainger Store #753 - HVAC Unit Support Engineer: JK Money Project ID: 2490.0 Project Descr. Replacing HVAC units with slightly heavy units Fax : 509-735-3067 Pnnted:13 MAY 2014, 4:26Pm File =c:lUserslmoneyengtDOCUME4ENERCJ-2tENERCA-1\2490C11.EC6 ENERCALC, INC.1983-20t4,13uild:6.14,1.26, Ver6.14.1.26 Licensee : MONEY ENGINEERING INC eMail : moneyengr@charter.net MONEY ENGINEERING /T fT iT JNC Project Name /n o6C__ 57 6 - /-/fr , G/nlii 5 Location ,0ii.4 j k1 7100 W. 13th Ave., Kennewick, WA 99338 (509) 735-3070 Fax (509) 735-3067 E-mail: monevengr charter.net Project No. 2¢90, 0 Page % Date 5/ 3/i¢ DESIGN ANALYSIS Lennox Industries Inc. - Product Submittal System ID: RTUI WEST -L1503 GAS UNIT Package Model: LGH036H4E Description: PKGGE/3TON/CONFIGURABLE DIMENSIONS - INCHES (MM) CORNER WEIGHTS Model No. . AA BB CC DD EE _ FF GG NH lbs. kg lbs. kg Ibs. kg Ibs. kg in. mm in. mm in. ram in. mm LGH036 Std. Unit 98 45 119 54 192 87 158 72 38.5 978 18 457 29 737 46.75 1187 LGH036 Max. Unit 132 60 149 68 241 109 213 97 40 1016 18 457 29 737 45.25 1149 LGH048 Std. Unit 104 47 128 57 202 92 167 76 38.5 978 18 457 29 737 46.75 1187 LGH048 Max. Unit 140 64 158 72 255 116 225 102 40 1016 18 457 29 737 45.25 1149 LGH060 Std. Unit 118 54 144 65 232 105 191 87 38.5 978 18 457 29 737 46.75 1187 LGH060 Max. Unit 159 72 179 82 289 131 256 116 40 1016 18 457 29 737 45.25 1149 LGH072 Std. Unit 132 60 160 73 258 117 212 96 38.5 978 18 457 29 737 46.75 1187 LGH072 Max. Unit 167 76 189 86 305 138 269 122 40 1016 18 457 29 737 45.25 1149 Max. trait -The unit with ALL QP IONS Installed. (Econanizef. etc.) 1 1(26) CU) • U © c= 0-47 (1164 €NPR VI€W a'. 3. LIFTING HOLE ff2!999P9) 39€4139a839 PRAINPPI # ?53 g.471g, WA 949te- 49%14 45 PI At!Ng€§ 4 73 §gA-€, WA Ng@ §afI? 26.112 (673) BQTn3M BOTTOM PQWER ENTRY CONDENSATE OUTLET 3 x 8 (76 Y 2B3) TOP VIEW Mae) SA CP r CCTIMUTE SR SIOP -- s FWE1lENT OUTi ET 0 ELECfRtOAL 1141-FT SOS *ET 15(381) 6-1t2 t14a) S. 26.112 27 II-(673) - _- - - (666). PIP VIP! 9A§1 VI€W ) !-ij§I ctl@nl : M€1_,I§§A 11P§§AT9 €tvp§ @i!:N1411'i9 €t rie 5 -41P, 49 Mom Money Engineering Inc. 7100 W. 13th Ave. Kennewick, WA 99338 ENGIE1G7 P 509-735-3067F moneyengr@charter.net Wood Beam Lic. # : KW-06007323 Description : Check 4x8 sleepers on roof to span to glulams on each end CODE REFERENCES Project Title: Grainger Store #753 - HVAC Unit Support Engineer: JK Money Project ID: 2490.0 Project Descr. Replacing HVAC units with slightly heavy units PnItetl; 20 MAy 2014, 8' 58PM File = C:lUsersUnmeyenglDOCUME-11ENERCA-2kENERCA-1124906R-1.EC6 ENERCALC, INC. 1983.2014, Build:6.14.1.26, Ver.6.14.126 Licensee : MONEY ENGINEERING INC Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species : Douglas Fir - Larch Wood Grade : No.2 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam Is Fully Braced against lateral -torsion buckling D(oi 15) Applied Loads Beam self weight calculated and added to loads Point Load : 0 = 0.150 k @ 2.0 ft, (HVAC Unit) Pont Load: 0=0.150k@6.0ft, (HVACUnit) DUO 111MAIARY Maximum Eiending Stress Retie 3t otion used fer this span fb : A�1ual FO : Allowable Load Combination Location of maXIMinn on span span # where maximum ogcurs Maximum Pelletier Max Uovmward * *S Delf gitit?n Max Onward L*Lx*S Wit/glen Max PownwaTotal PefieFllon Max Upward Tetel Pefle3n 4x8 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi E : Modulus of Elasticity Ebend- xx 1,300.0 ksi Emlnbend - xx 470.0 ksi Density 32.210 pcf Span = 8.0 ft Service Toads entered. Load Factors Will be applied for calculations. 0.1191 Maximum Shear Stress Mafia 4x8 Section used for this span 135.18 psi fv : A14ual 1,137.SPOsi Fv : AIIuwag}e +13+H toad Combination 4.000ft Location of maximum on span Span # 1 Span # where maximum ocean; Q.1300 in Retie = 0 <240 O.QQO in 'Rail = 0 <240 O.Q30 in Retie F. 3188 0.000 in Rstip F. 0 <180 Maximum Forgo i ow§ for Lod Combinatiotm Load Cont!)4 ion Max Stress Ratios Segment Length Span # M v Cd 0 FA/ i Length = 8.0 ft t0+,iti1 Length = 8.0 ft t 4.r*H Length = 8.0 ft t134StH t_ength = 8.0 ft tQt0.750Lrt0.7501tH length = 8-oft 1 0.119 1 0.119 0.119 1 0.119 1 0.103 1 0.059 0.059 0.059 0.051 0.059 1.00 1.00 1.00 1.15, 1.00 1.30 1.30 1.30 1.30 1.30 1.30 14? 1.30 1.30 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 late Moment Values Cr cm C t OL #,1 t 1.o0 1.00 1.00 too 1.0o 1.00 1.00 1.o0 too 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.o0 1.0o 9.35 135.18 0.35 135.18 0.35 135.18 9.35 135.18 0.38 135.18 Design OK 0.059 : 1 4x8 10.01 psi 170.00 psi 7.416 ft Span # 1 Shear V hi s Eb V ly E'v a.00 0.00 0.00 0.00 1137.50 0.17 10.01 170.0 0.00 0.00 0.00 0.00 1137.50 0.17 10.01 170.00 9.0(1 0.00 0.00 ONTO 1137.50 0.17 10.01 170.09 4.00 0.00 0.013 0.00 1308.13 0.17 10.01 195.50 0.00 0.00 4.0 u.00 1137.50 9.17 10.01 170.00 MoxEY Money Engineering Inc. 7100 W. 13th Ave. Kennewick, WA 99338 ENGNEERING �; 67 F tTvi\v\vNINC monevengrAcharter.net Wood Beam Lic. # : KW-06007323 Description : Check 4x8 sleepers on roof to span to glulams on each end Load Combination Max Stress Ratios Project Title: Grainger Store #753 - HVAC Unit Support Engineer: JK Money Project ID: 2490.0 Project Descr: Replacing HVAC units with slightly heavy units Pnoted: 20 MAY 2014, 8:58PM File = C:IUserstmoneyenglDOCl1ME-11ENERCA-21ENERCA-112490GR-1.EC6 ENERCALC, INC.1983-2014, BuNd:6.14.1.26, Ver:6.14.1.26 Licensee : MONEY ENGINEERING INC Shear Values Segment Length Span # M V Cd C FN C i Cr Cm C t C L M tb Fb V fv fiv +040.7501+0.750S+1 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.119 0.059 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.35 135.18 1137.50 0.17 10.01 170.00 +040.60W41 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.119 0.059 1.00 1,30 1.00 1.00 1.00 1.00 1.00 0.35 135.18 1137.50 0.17 10.01 170.00 +040.70E44 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length = 8.0 ft 1 0.119 0.059 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.35 135.18 1137.50 0.17 10.01 170.00 4D40.7501.r40.750L+0.450W+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8,0 ft 1 0.119 0.059 1.00 1.30 1.00 1.00 1.00 1,00 1.00 0.35 135,18 1137.50 0.17 10.01 170.00 +0+0.7501.+0.750S+0.45014141 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 8.0 ft 1 0.119 0.059 1,00 1.30 1.00 1.00 1,00 1.00 1.00 0.35 135.18 1137.50 0.17 10,01 170.00 +040.7501.40.750S40.5250E41 1.30 1.00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.119 0.059 1.00 1.30 1.00 1,00 1.00 1.00 1,00 0.35 135.18 1137.50 0.17 10.01 170.00 40.600+0.60W+0.60H 1.30 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 8.0 ft 1 0.071 0.035 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.21 81,11 1137.50 0.10 6.01 170.00 +0.600+0.70E+0.60H 1.30 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 8.0 ft 1 0.071 0.035 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.21 81.11 1137,50 0.10 6.01 170.00 Overall Maximum Deflections • Unfactored Loads Load Combination Span Max. " Oefl Location in. Span Load Combination Max. "s" Oefl Location in Span 0 Only 1 0.0301 4,029 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall. MAXimum Overall MlNimum p Only Moment Values 0.173 0.173 0.173 0.173 0.173 0.173 MONEY Money Engineering Inc. 7100 W. 13th Aye. Kennewick, WA 99338 gINGNEERING 509-735-3067 F 509-735-3070 P //VAVA\ A\ INC moneyengracharter.net Wood Beam Lic. #: KW-06007323 Description Check 4x8 sleepers on roof to span to glulams on each end CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Project Title: Grainger Store #753 - HVAC Unit Support Engineer: JK Money Proiect ID: 2490.0 Project Descr: Replacing HVAC units with slightly heavy units Fb - Tension Fb - Compr Fc - PI Fc Perp : No,2 Fv Ft Beam Bracing Beam is Fully Braced against lateral -torsion buckling : Douglas Fir - Larch Printed 20 MAY 2014, 8 59PM Rio = CAUsersWorieyerigIDOCUME-1)ENERCA-2\ENERCA-112490GR-1.EC6 ENERCALC, INC. 1983-2014, 8u11di.14.1.26.Ver6.14.1 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi Licensee MONEY ENGINEERING INC E: Modulus of Elasticity Ebend- xx 1 ,300.0ksi Eminbend - xx 470.0 ksi Density Applied Loads Beam self Weight calculated and added to loads Point Load : D =0.30 k (iA 4.0 ft, (FiliAc Unit) r.13.1110141(iMMARL Maximum Bending Straso Ratio flocti0f1 t4ggcl fgr this span fa Actual F F@ : Allewable toa,Combination L0021100 of maximum on span $Pan # WherP maximum POWs Maximum PefleOtten Max Poitinwanl 1.41.4• Peflaction Max 1.-1, word I,tLr*.§ Pefloction Max Pownwar0 Total Petio0tion Max PRW?ifl Total Pefl#cttPn 0.222 1 48 202,59 psi 1,137.00pal 41.000ft $Pan # I 4)0 4141(1 = 8.0 ft 32.210pcf Service loads entered. Load Factors will be applied for calculations. Maximum Shoar attess Ratio §ggtign OW for this span fy Astual Fy /NOY/at* io combination Location of maximum on span 5P?.11 # whr MaXiMtifn PP,Pgra 0.000 in q= 040 0.000 in Ratio 0 <24(,) 0.042 in Ratio ••-t! 2279 Q.QQQi 0 18.0 Maximum Form Worms for Wad Combingtiong 1oad c 900* Max Sss 4i* *rnent tength Span # M v Cd. IP.* P300,78;0 ft 1 0.??? 9.0§9 1.99 1.30 t flitiff 1.30 Lamth =8.0 ft 1 op.? 0.959 1.00 1.30 t iNirt+1 1.30 IzerVi1=0.0 ft 1 Q-??? 9.959 1.00 1.30 443t§471 130 1,englh =8.0 ft 1 0.193 P•01 1.15 1.30 tot43.75otsio.7s9i.,41 1.30 Length =8.08 1 p.??2 o.00 1.00 1.30 o.75ot.-to.75os-tH 1.30 CFN P i Cr 1.00 1.00 too 1.00 1.90 1.00 too 1.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00 rn Ct 1.00 1.00 1.09 1.00 too 1.00 1.00 1-0Q too 1.09 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.00 1.00 top 1.00 1.00 1.00 too 1.00 1.00 1.90 1.00 1-4 1.00 Design OK 0.05s ;1 10.01 psi 170,00 psi +0+H 7.415 ft $pan # 1 Mo�..tvahies Sir Values M Po V fif Fy 0.00 0.00 0.65 4,2.59 1137.50 0.17 9.09 0.90 0.65 ?52.59 1137.50 0.17 9.90 9.99 0.55 9 117.5Q 0.17 0.00 0.00 0.65 op9 1.13 0.17 0.65 ?52.5,0 1117!0 0.99 (44 0.17 0.00 0.00 10.01 10.01 0.00 10.91 0.00 10.01. 0.00 19.91 0.00 0.00 170.90 0.00 170.09 0.0g 1704 19590.09 . 179.90 0.00, Money Engineering Inc. Mo.ayKennewick, WA 99338 ETEERING 509-735-3070 P / .N1NC moneyen3067 F moneyengr(alcharter.net Wood Beam Lic. # : KW-06007323 Description : Check 4x8 sleepers on roof to span to glulams on each end Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr Project Title: Grainger Store #753 - HVAC Unit Support Engineer: JK Money Project ID: 2490.0 Project Descr: Replacing I-1VAC units with slightly heavy units Pnoted: 20 MAY 2014, 8:50PM File= CtUsersVnoneyeaglp()OUrdE-11ENERCA-21ENERGI-112490GR:1,EC6 ENERCALC, ING 1983.2014, BuM:6.14.1.26, Ver.6,14.1.26 Licensee : MONEY ENGINEERING INC Moment Values Shear Values M fb F'b V fv Fv Length = 8.0 ft 1 0.222 0.059 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.65 252.59 1137.50 0.17 10.01 170.00 +0+0.60W#H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.222 0.059 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.65 252.59 1137.50 0.17 10.01 170.00 4040.70E+1 1.30 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0,00 0.00 Length = 8.0 ft 1 0,222 0.059 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.65 252,59 1137.50 0.17 10,01 170.00 +040.750Lr40,750L40.450W41 1.30 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0,00 Length = 8.0 ft 1 0.222 0.059 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.65 252.59 1137.50 0.17 10.01 170.00 4040,750L+0.7506+0.450W+H 1.30 1.00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.222 0.059 1.00 1.30 1,00 1.00 1,00 1.00 1,00 0.65 252.59 1137,50 0.17 10.01 170.00 +0+0.7501_40.750540.5250E+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length = 8.0 ft 1 0.222 0.059 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.65 252.59 1137.50 0.17 10.01 170.00 +0,60040.60W40.60H 1,30 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 8.0 ft 1 0,133 0.035 1.00 1.30 1.00 1.00 1.00 1.00 1,00 0.39 151.56 1137.50 0.10 6.01 170.00 +0.6013+0.70E+0.60H 1.30 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8,0 ft 1 0,133 0.035 1,00 1.30 1.00 1.00 1.00 1.00 1.00 0.39 151.56 1137.50 0.10 6.01 170.00 Overall Maximum Deflections • Unfettered Loads Load Combination Span Max. "-" Defl Location in Span Load Combination +• Max. " Qeft Location in Span D Ony 1 0.0421 4.029 0.0000 0.000 Vertical Reactions • Unfactored Support notation : Far left is at Values in KIPS Load Combination Support 1 SuppOrt2 Overall MAximum Overall MINimum 0 Only 0.173 0.173 0.173 0.173 0.173 0,173 Cm Ct CL Mom ENGINEERING PE�IC771Cr�IC71NC Wood Beam. Lic. # : KW-06007323 Money Engineering Inc. 7100 W. 13th Ave. Kennewick, WA 99338 509-735-3070 P 509-735-3067 F moneyengr@charter.net Description : Check existing 31/8 x 18 glulam beams to support new HVAC units CODE REFERENCES Project Title: Grainger Store #753 - HVAC Unit Support Engineer. JK Money Project ID: 2490.0 Project Descr: Replacing HVAC units with slightly heavy units Printed* 20 MAY 2014, 8:55PM File = C:Wsers4raneyerglDOCt1ME-11ENERCA•21ENERCA-112490GR-1.EC6 ENERCALC, INC. 1983-2014, Bmld:6.14.1.26, Ver.6.i4.t.26 Licensee : MONEY ENGINEERING INC Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species : DF/DF Wood Grade : 24F - V4 Fb - Tension Fb -Compr Fc - Pr►i Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D(0.27) D(0.27) 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100,0 psi D(0.08) S(0.2) E: Modulus of Elasticity Ebend-xx 1,800.0ksi Eminbend - xx 930.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 830.0ksi Density 32.210pcf i 3.125)0a span = 30.o ft Applied Leads Beam self weight calculated and added to loads Uniform Load : D = 0.080, $ = 0.20 , Tributary Width =1.0 ft, (Roof loads) Point Load : D = 0.270 k a 3.0 it, (HVAC Unit) Point Load : Q = 0.270 k 10.0 ft, (HVAC Unit) DE$GN SUMMARY ;Maximum Bending .tress Ratio a@gtion used for this span ll? : Aftual FB : AUewable Load Compinatign L©cation of maximum on span SParl # where ma?umum occurs Maximum Penestien Mak Pewnwardl Pelt tiers Max Lhowafd LtVtS e ! Lion Ma* Pownwartl Total raeflectian Max Vgward Tata! Pellerfion 0,918 1 3,123104 2,467.1Qpsi 2,faa: 7.16psi tOtS+Ft 14.562ft Span#1 Service Toads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratie 8eetien used far this span fv : Aetrial Fv : AUewable Load Contlbnation Location of ro*fi m on span Span # where PIPAPP.P1 ttrs 1,341 in Retie = 208 Q.QQO in Ratio = 0 <240 3,Q73 in itio F. 17$ Q.QQQ in Ratio = 0 <120 Design OK 0.385 1 3,128x18 117.21 psi NV§ psi ti?+S+H 0.000 ft Span #1 Maxim For & *moos for Load Combination; Load Combination Max Stress Ratios Segment Length Span # M V +9tH Lengh! = 30.0 ft 1 0.373 1914-41 Length = 30.0 !I 1 0.373 tchi.rtH Length = 30.0 ft 1 0.373 t{}tStki Length =10.0ft 1 0.918 7101'0.750Lr10.750L17H Cd C EN Ci C t Moment Values M 0! 0.169 1.00 0.97 0.97 0.169 1.00 0.97 0.97 9.169 1.00 0.97 0.97 0.385 1.15 0.97 0.97 1.00 1.00 1.00 1.00 1.00 1.0e 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.0,0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.24 12.2g 12.24 34.69 87D.71 819.71 870.71 2,48,7.10 F'b 9.49 2336.66 0.00 2336.66 0.00 233G.68 9.9,9 2687.16 0.00 Shear Vatw V fir 0.9a 0.00 1.68 44.80 0.00 0.00 1.69 44.80 0.00 e.a6 1.68 44.89 0.90 9.00 4.46 117.21 Q.Qo 9.91? 0.tta 265.00 0.99 285.00 0.99 265.00 0.0D 304.75 0.00 •y Money Engineering Inc. 7100 W. 13th Ave. Kennewick, WA 99338 MoxEY Eh' G 5c 9-735-3070 P /TVNA\VMNC 509-735-3067 moneyengr(a)_charter.net Wood Beam Lic. # : KW-06007323 Description : Check existing 31/8 x 18 glutam beams to support new HVAC units Load Combination Max Stress Ratios Project Title: Grainger Store #753 - HVAC Unit Support Engineer: JK Money Project ID: 2490.0 Project Descr: Replacing HVAC units with slightly heavy units Primed:20 MAY 2014, 8:55PM File = C: UsersMtmeyengt00GUME-11ENERCA-21ENERCA-112490GR-tEC6 ENERCALC, INC. 196 -2014, Buid:6.14,1.26, Ver.6.14.1,26 Licensee : MONEY ENGINEERING INC Moment Values Segment Length Span # M V Cd C FN C i Cr Cm C t C L M fb Fb V fv Fv Length = 30.0 ft 1 0.373 0.169 1.00 0.97 1.00 1.00 1.00 1.00 1.00 12.24 870.71 2336.66 1.68 44.80 265.00 +0+0.750L+0.750S+H 0.97 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 30.0 ft 1 0.885 0.374 1.00 0.97 1.00 1.00 1.00 1.00 1,00 29.07 2,067,45 2336,66 3.72 99.11 265.00 +0+0,60W+H 0.97 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 30.0 ft 1 0.373 0.169 1.00 0.97 1.00 1.00 1.00 1.00 1.00 12.24 870.71 2336.66 1.68 44.80 265,00 +0+0,70E+H 0,97 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 30.0 ft 1 0.373 0.169 1.00 0.97 1.00 1.00 1.00 1,00 1.00 12,24 870,71 2336.66 1.68 44,80 265.00 +0+0.750Lr+0.750L+0,450W+H 0.97 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 30.0 ft 1 0,373 0,169 1.00 0.97 1.00 1.00 1.00 1,00 1,00 12.24 870,71 2336.66 1,68 44,80 265,00 +0+0.750L+0.7505+0.450W+H 0.97 1.00 1.00 1.00 1.00 1.00 0,00 0,00 0.00 0.00 Length = 30,0 ft 1 0.885 0.374 1.00 0.97 1.00 1.00 1.00 1.00 1.00 29.07 2,467.45 2336,66 3.72 99,11 265,00 +0+0.7504+0.750S+4.5250E+H 0.97 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0,00 Length = 30.0 ft 1 0,885 0.374 1.00 0.97 1.00 1.00 1.00 1.00 1.00 29.07 2.067.45 2336,66 3.72 99,11 265.00 +0,600+0.60W+0.60H 0.97 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 30.0 ft 1 0.224 0.101 1.00 0.97 1.00 1.00 1.00 1.00 1.00 7.35 522,42 2336.66 1.01 28.= : 265,00 +0.60D+0,70E_+0,60H 0.97 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0,00 0.00 Length = 30.0 ft 1 0.224 0.101 1.00 0.97 1,00 1.00 1.00 1.00 1.00 7.35 522.42 2336.66 1.01 26.88 265.00 Overall Maximum De adorn • Unfactored Loads Load Combination Shear Values Span Max. " " Deft Location in Span Load Combination Max. "+" Deft Location in Span 0+6 1 2.0730 15.000 Vertical Reactions * Unfactored Load Combination SUppori 1 Support 2 Overall MAXimUm 4.a12 4.506 Overall MINimum 1.812 1.506 0 Qnly 1.812 1.506 S Or y 340 3.000 Q+S 4.812 4.506 Support notation : Far to is #1 0.,0000 0.000 Values in KI@S ExlS7/,VG ecivirs ft)\i'l UNIT 4BHJa0O4 48HJa005 48HJa006 48TMa007 48HJa007 STD. UNIT WEIGHT LBS. KG. 530 540 560 615 635 240 245 254 279 288 ECONOM SER IV WEIGHT LBS. KG. 50 22.7 V VERT. ECON IV W/P.E WEIGHT LBS. KG. 90 CORNERA AWEIGHT LBS. KG. ) CORNER WEIGHT LBS. KG. CERTIFIED DIMENSION PRINT CORNERCWEIGHT LBS. KG. ) CORNER WEIGHT LBS. KG. MM 40.9 127 S7.6 122 55.3 138 62.6 143 64.9 2'-9 5/16" 846.5 129 58.5 124 56.2 141 64.0 146 66.2 134 60.8 129 58.5 146 66.2 151 66.5 147 152 66.7 68.9 142 147 64.4 66.7 160 165 72.6 74.8 NOTES. 1. DIMENSIONS IN [ ] ARE IN MILLIMETERS. 2. • CENTER OF GRAVITY. REAR 166 171 3. %/%//i DIRECTION OF AIR FLOW. FILTER/ECONOMIZER ACCESS PANEL 4. ON VERTICAL DISCHARGE UNITS, DUCTWORK TO BE ATTACHED CONDENSER COIL TO ACCESSORY ROOF CURB ONLY. FOR HORIZONTAL DISCHARGE UNITS FIELD SUPPLIED FLANGES SHOULD BE ATTACHED TO HORIZONTAL DISCHARGE OPENINGS, AND ALL DUCTWORK SHOULD BE ATTACHED TO THE FLANGES. CORNER "A/--,...‹2' 7 1/2' S. MINIMUM CLEARANCE (LOCAL CODES OR JURISDICTION MAY PREVAIL). a. BETWEEN UNIT, FLUE SIDE AND COMBUSTIBLE SURFACES 36 IN.,18 IN. WHEN USING ACCESSORY FLUE DISCHARGE DEFLTR. b. BOTTOM OF UNIT TO COMBUSTIBLE SURFACES (WHEN NOT USING LEFT CURB) 1 INCH. BOTTOM OF BASE RAIL TO COMBUSTIBLE SURFACES (WHEN NOT S I DE USING CURB) 0 INCHES. c. CONDENSER COIL, FOR PROPER AIR FLOW, 36 INCHES ONE SIDE, 12 INCHES THE OTHER. THE SIDE GETTING THE /j„ GREATER CLEARANCE IS OPTIONAL. (tt tf/ d. OVERHEAD, 60 INCHES TO ASSURE PROPER CONDENSER FAN 3 -9. OPERATION. e. BETWEEN UNITS, CONTROL BOX SIDE, 42 IN. PER NEC. [1144] "I 2'-00611/4" %/ / E F. BETWEEN UNIT AND UNGROUNDED SURFACES, CONTROL BOX l , ALT. CONDENSATE SIDE, 36 IN. PER NEC. iI 6] ' -5 3/4" g. BETWEEN UNIT AND BLOCK OR CONCRETE WALLS AND OTHER I , 11473- DRAIN OPENING GROUNDED SURFACES, CONTROL BOX SIDE, 42 IN. PER NEC. i 1 4 IN BASEPAN SUPPLY AIR h. HORIZONTAL SUPPLY AND RETURN END, 0 INCHES WHEN THE I(I( 7 f b VERTICAL ALTERNATE CONDENSATE DRAIN IS USED. ` OPENING 6. WITH THE EXCEPTION OF THE CLEARANCE FOR THE CONDENSER 1 -9" 0'-1 7/8% jI 0'-1 15/16" COIL AND COMBUSTION SIOE AS STATED IN NOTE a50, b, C5331 [48.0] J _ b [49] L AND c, A REMOVABLE FENCE OR BARRICADE REQUIRES NO I 0'-il 1/2 0'-3 5/16' CLEARANCE. I8 0.-3 96 O]• [2 0] [99.4] 7. UNITS MAY BE INSTALLED ON COMBUSTIBLE FLOORS MADE FRONT I FROM WOOD OR CLASS A, B. OR C ROOF COVERING MATERIAL 1 SEE BOTTOM POW R SEE NOTE P8 IF SET ON BASE RAIL. CHART(ELEC. ONLY) CORNER D' 2'-11 11/16" 0'-3 1/16" ,,, -0 1/16' B. THE VERTICAL CENTER OF GRAVITY IS '-6'[457) UP FROM 0061 C76] C306] FROM THE BOTTOM OF THE BASE RAIL. 3'-0 [914] 6'-1 11/16' (1872] 75.3 77.5 5/16" V 1050 OUTSIDE AIR S r 2'-9 3/8' [848] 15 J_F/ECONOMISER IV AND POWER EXHAUST -e UNITED ND ISME TECHNOLOGIES mAF R• T• camas cu.cu.CARR I ER DC' CTEPOPATIDR R camas BOTTOM POWER CHART. THESE HOLES REQ'D FOR USE WITH ACCESSORY PACKAGES - PWR001A01, 2A01, 3A01, OR 4A01 THREADED CONDUIT SIZE WIRE USE REQ'D HOLE SIZES (MAX.) 1/2' ACC. 7/8"C22.22 1/2' 24V 7/8%C22.21 3/4' 0001,003) POWER* 1 1/8"(28.4) 1 1/4' (002, 004) POWER* 1 3/4' 144.4] (003) 1/2 FPT GAS 1 1/4'C31.8] C004) 3/4'FPT GAS 1 5/8'C41.3] ■ - SELECT EITHER 3/4' DR 11/4' FOR POWER, DEPENDING ON WIRE SIZE. 0 -4 1/2" a [114] ECONOMISER IV HOOD CORNER 'B I C652] I RETURN AIR OPENING VERTICAL 1/4" [436] F/ECONOMISER IV 0'-3 3/16' [81] IR Ile PREVERCY TR UNMET CORM..0 vea UPON NE LAIRS 01 Tl* MT T WiE WS . OR DVITIR CARR. MITTEN m.Ear. CONNECTION SIZES salmi* OF DEM wwnef O DDMBIn DOES POT CONSTITUTE PUNT FERFORN EE OR ICC®T4LE OF CO.., A C G 1 3/8' DIA. C35] FIELD POWER SUPPLY HOLE 2' DIA. [SI] POWER SUPPLY KNOCK -OUT 1 3/4' D)A.C44) CHARGING PORT HOLE 7/8' DIA. C22] FIELD CONTROL WIRING HOLE 3/4"-I4 NPT CONDENSATE DRAIN 1/2'-14 NPT GAS CONNECTION 2 1/2DIA. C647 POWER SUPPLY KNOCK -OUT FILTER ACCESS PANEL (DISPOSABLE FILTERS) BLOCKOFF PANEL RIGHT SIDE O'-10 15/16' [276] RETURN AIR i0"-5 3/8" [137] I LC65] 9/16" r-S [451 ] 3/4, % SUPPLI I LE "J" i BOTTOM OF UNIT CONDENSER COIL 1'-7 3/16" [487.41. 0'-3 13/16" [97] FACTORY SUPPLIE 'BG FLUE HOOD 0'-4 9/16 3' 5 3/16" \ [115.8) 0'-2 9/16" magi ELECTRICAL [65) LEFT SIDE DLOCATIONT 1 1'-4 5/16' [414.5] 0'-6 5/6' C166.2] I( [BOO] 1 3/4' 8-(45] EVAPORATOR COIL O. -5 7/16" [138] 0'-3CORNER 'C' `- [81] 0'-0 3/8- "'Ito- r1 n1 CONTROL BOX/COMPRESSOR/ BURNER ACCESS PANEL 8 INDOOR FAN MOTOR BLOWER ACCESS 8 PANEL 7/8" - - -- F1C 3 5/16" [91. C91 1'-2 [376.6] 4- [boo 1 1 /4 1 1 pog 1'-S S/16" [439.7] p'-11 7/8' [301.6] 2' 5 3/B- - T O'-8 7/16" FORK TRUCK SLOTS / 0'-5 3/4' C746. 2] [146] [214] 0'-2 1/4'DIA [57] (TYP B PLACES) FRONT SUPPLY A I R 1 OPENING I I HORIZONTAL 1 [ =1 2'-1 15/16- [658.6] OUTSIDE SUPPLY AIR OF PANEL RIGHT 0'-7 1/4- - [184] 0'-10 13/16' .6[274.6]1 RETURN AIR OPENING HORI- ZONTAL 7" [177.6] d rn r 5o0 VItN S `E IEWED FOR CODE COMPL.IANCI APPIROVED JUN di 2014 COO m0 n O uii 1/2- afi kwila 70] -1 n-" ►DIN / s:DIVISIC -I x VERTICAL . 0'-4 1/16' ECONOMISER IV [103.2] N/ POWER EXHAUST 7,-FILTER ACCESS PANEL / (DISPOSABLE FILTERS) f I 2'-1 1/16" [652.5] ( 1'-8 1/4" [514] OUTSIDE AIR 0'- 0 7/8 C22.2] 4 0'-5 11/16- [144.3] `RETURN AIR S I D E ` E STD. CONDENSATE DRAIN m LPlLOSfHOS MI+WcI RECEIVED CITY OF TUKW►LA APR 242014 PERMIT CENTER 1 1 • r3 Taw r1 „� 6 RONGE/� 1 fves'c • RECEIVED ITY OF TUKWILA APR 2 4 2014 PERIVIIj CENTER • City of Tukwila Department of Community Development 11/3/2014 DAN BAXTER 2828 W IRVING ST PASCO, WA 99301 RE: Permit No. M14-0091 GRAINGER SUPPLY 3725 S TODD BLVD Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing, Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/10/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/10/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Jennfer Marshall Per t Technician FiIB$h : M14-0091 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development May 02, 2014 DAN BAXTER 2828 W IRVING ST PASCO, WA 99301 RE: Correction Letter # 1 MECHANICAL Permit Application Number M14-0091 GRAINGER SUPPLY - 3725 S TODD BLVD Dear Dan Baxter, 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. Both of the new units are heavier than the existing units. Please provide documentation stamped by a structural engineer confirm that the building will support the additional load or provide structural design for modifications to the structure if needed. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. Since ely, A j Jenni er Marshall Perini Technician File No. M 14-0091 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0091 PROJECT NAME: GRAINGER SUPPLY DATE: 05/23/2014 SITE ADDRESS: 3725 S TODD BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: n 92* V/\ Building Division Public Works n Fire Prevention Structural Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/27/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/24/14 u Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0091 DATE: 04/24/14 PROJECT NAME: GRAINGER SUPPLY SITE ADDRESS: 6725 S TODD BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: CAq— Cii°t.t(S Building Division Public Works n AW\A)tM-Ck Fire Preven ton Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/29/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Approved with Conditions DUE DATE: 05/27/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only r� CORRECTION LETTER MAILED: I r 2- Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 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: Sides?//( Plan Check/Permit Number: AN - df'g/ ❑ Response to Incomplete Letter # f I Response to Correction Letter # / ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: aen_ sj/'/JL Project Address: ?72 5 3 / 't?O i3c v0 Contact Person: 04,' g 7?L Summary of Revision: MAY 2 3'Try 0E-r 2014 PERmirco 7EA Phone Number: ,5-199- 7 2 7 - ' c A 4Gff 6.?.o//r/O Y' 496c's' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A !1J Or -Entered in TRAKiT on os/ C:\Users\jennifer-m\AppData\Local\Microsoft\Windows\Temporary Internet Files \Content.Outlook\DBTRCME6\Revision Submittal Form.doc Revised: March 2014 M CAMPBELL & COMPANY INr Page 1 of 3 Washington State Department of Labor & Industries M CAMPBELL & COMPANY INC Owner or tradesperson CAMPBELL, MICHAEL GERARD Principals CAMPBELL, MICHAEL GERARD, PRESIDENT CAMPBELL, LISA ANN, VICE PRESIDENT (End: 10/18/2010) Doing business as M CAMPBELL & COMPANY INC WA UBI No. 600 478 196 2828 W IRVING PASCO, WA 99301 509-545-9848 FRANKLIN County Business type Corporation 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. MCAMPCI963RA Effective — expiration 12/01 /2004-11 /01 /2014 Bond Nationwide Mutual Ins Co Bond account no. 7900406016 $12,000.00 Received by L&I Effective date 09/30/2013 11 /01 /2013 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co Policy no. CWP6011350 $1,000,000.00 Received by L&I Effective date 12/06/2013 12/08/2013 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600478196&LIC=MCAMPCI963RA&SAW= 06/13/2014