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Permit M17-0001 - WESTERN FOODS - DUCTWORK, EXHAUST FANS AND RTU
WESTERN FOODS 641 INDUSTRY DR M17-0001 Parcel No: Address: Project Name: 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.Kov MECHANICAL PERMIT 2523049008 Permit Number: 641 INDUSTRY DR WESTERN FOODS Issue Date: Permit Expires On: M 17-0001 1/11/2017 7/10/2017 Owner: Name: Address: NCWP ANDOVER EXECUTIVE PARK 810 NW MARSHALLS ST #300 , PORTLAND, WA, 97209 Contact Person: Name: ANDRIY HEICHENKO Address: Contractor: Name: Address: License No: Lender: Name: Address: 1916 220TH ST SE , BOTHELL, WA, 98021 PACIFIC AIR CONTROL INC 1916 220TH ST SE, STE 101, BOTHELL, WA, 98021 PACI FAC230 P8 /1/ Phone: (206) 949-8068 Phone: (206) 682-6393 Expiration Date: 10/1/2017 DESCRIPTION OF WORK: Valuation of Work: $0.00 Type of Work: Fuel type: Fees Collected: $442.72 Electrical Service Provided by: PUGEST SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 2014 2014 2014 2015 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: 0////// Print Name: i? //e--/.7 -/.7 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: Readily accessible access to roof mounted equipment is required. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: 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. 5: 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). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: 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. 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 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUK13 A Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. MI 1'0J0 Project No. Date Application Accepted: Date Application Expires: 1t�lt� (For office use on y) 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: 641 Industry Dr King Co Assessor's Tax No.: 022340-0010 Suite Number: Floor: 1 Tenant Name: Western Foods PROPERTY OWNER Name: Andriy Heichenko Name: Scanlan Kemperbard Companies City: Bothell State: WA Zip: 98021 Address: 617 Industry Dr Email: andriyh@pacificaircontrol.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Andriy Heichenko Address: 1916 220th St SE City: Bothell State: WA Zip: 98021 Phone: (206) 682-6393 Fax: Email: andriyh@pacificaircontrol.com New Tenant: E Yes ❑ .. No MECHANICAL CONTRACTOR INFORMATION Company Name: Pacific Air Control Address: 1916 220th St SE City: Bothell State: WA Zip: 98021 Phone: (206) 682-6393 Fax: Contr Reg No.: PACIFAC230P8 Exp Date: Tukwila Business License No.: BUS -0995096 Valuation of project (contractor's bid price): $ 18,025 Describe the scope of work in detail: Some ductwork revision, replacement of 4 exhaust fans, replacing one RTU Use: Fuel Type: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Electric ❑ Gas Other: H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu 15 Floor furnace 2 Suspended/wall/floor mounted heater 4 Appliance vent Commercial Repair or addition to heat/refrig/cooling system 1 Air handling unit 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm 15 Evaporator cooler 2 Ventilation fan connected to single duct 4 Ventilation system Commercial Hood and duct 1 Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser 15 Thermostat 2 Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 1 60 dB(A) 65 dB(A) 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 Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-IOPM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-lOpm); • Testing of backup generators during the day. 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 OWNER O HOWED AGE Signature: _ Date: 01/03/2017 Print Name: Andriy Heichenko Mailing Address: 1916 220th St SE H:\Applications\Forms-Applications On Line \2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Day Telephone: (206) 682-6393 Bothell WA 98021 CityState Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $442.72 M17-0001. Address: 641 INDUSTRY DR Apn: 2523049008 $442.72 MECHANICAL $425.69 PLAN CHECK FEE R000.322.102.00.00 0.00 $85.14 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE • R000.322.100.00.00 0.00 $307.40 TECHNOLOGY FEE $17.03 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10392 R000.322.900.04.00 0.00 $17.03 $442.72 Date Paid: Wednesday, January 11, 2017 Paid By: PACIFIC AIR CONTROL INC Pay Method: CHECK 027000 Printed: Wednesday, January 11, 2017 2:47 PM 1 of 1 CrSYSTEMS 4E= INSPECTION RECORD CTION NO. Retain a copy with permit 407- 000 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-36; Permit Inspection Request Line (206) 438-9350 Pproj/ecct::,' y Type oAf Inspection` Address: bilr - -y Pr Date Called: Special Instructions: Date Wanted: 3-2,2_--/ 7 m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: Q ZZ. 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 000 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: aTEW.Ai 1)� Type of Inspection: I� Al i A CAL- . I,'JAL Address: 61) 1 >obeAri?l 1)R Date Called: Special Instructions: Date Wanted: Q//7 a.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 c in &2g, Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be, paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 II Project: T e of In pection: A dress: 411 1 ./AAV 774/ l' g ate Ca ed: Special Instructions: Date Wanted: 3 qi /7 pm Requester: 1 Phone No: 51 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: 3/9)7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: l jEsi&J Vb� ape of Inspection: i�-64-1- /Ai ec)-lA e L Address: rg / hibUS1-12:/ br Date Called: Special Instructions: Date Wanted: J 3 4J/% a.m. C Requester: ✓ Phone No: Z06-LI23's`1k Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: DAtiuv Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Western Food Service HVAC Load Analysis for Andriy C VAC HVAC LOADS 3 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 3 2017 PERMIT CENTER Prepared By: Andriy Heichenko Pacific Air Control, Inc 1916 220th St SE Bothell, WA 98021 (206) 682-6396 Tuesday, December 27, 2016 0 C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation Program Pacific Air Control, Inc. ( Bothell, WA 98021 Elite Software Development, Inc. Western Food Service JP. Paget Building Summary Loads Building peaks in September at 1 pm. Bldg Load Area Sen 7 %Tot Lat Sen Net %Net Descriptions Quan Loss ! Loss Gain Gain Gain Gain Roof 4,408 10,800 13.42 0 -83 -83 -0.08 Wall 1,544 3,980 4.95 0 -93 -93 -0.08 Glass 280 7,134 8.87 0 12,717 12,717 11.49 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 21,914 27.24 0 12,540 12,540 11.33 Lighting 4,849 0 0.00 0 16,545 16,545 14.95 Equipment 8,608 0 0.00 0 29,372 29,372 26.55 Pool Latent 0 0 0.00 0 0 0 0.00 People 74 0 0.00 13,984 16,928 30,912 27.94 Partition 948 4,239 5.27 0 1,995 1,995 1.80 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 849 0 0.00 1,642 2,801 4,443 4.02 Heat. Vent. 849 44,917 55.83 0 0 0 0.00 Cool. lnfil. 100 0 0.00 153 369 522 0.47 Heat. Intl 100 5,288 6.57 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 6,653 6,653 6.01 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 i 0 0 0.00 Supply Duct 0 2,734 3.40 0 5,415 5,415 4.89 Return Duct 0 1,367 1.70 0 2,241 2,241 2.03 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 : 0 0 0.00 Building Totals 80,458 100.00 15,779 94,859 110,638 100.00 Building Sen %Tot Lat Sen � Net %Net Summary Loss Loss Gain Gain ! Gain Gain Ventilation 44,917 55.83 1,642 2,801 4,443 4.02 Infiltration 5,288 6.57 153 369 522 0.47 Pretreated Air 0 0.00 0 0 0 0.00 Room Loads 26,152 32.50 13,984 77,379 91,363 82.58 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc Loads 4,101 5.10 0 14,309 14,309 12.93 Building Totals 80,458 100.00 15,779 94,859 110,638 100.00 Check Figures Total Building Supply Air (based on a 16° TD): 4,927 CFM Total Building Vent. Air (17.24% of Supply): 849 CFM Total Conditioned Air Space: 4,408 Sq.ft Supply Air Per Unit Area: 1.1177 CFM/Sq.ft Area Per Cooling Capacity: 478.1 Sq.ft/Ton C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation Program Pacific Air Control, Inc. Bothell, WA 98021 Elite Software Development, Inc. Western Food Service Page 3 Building Summary Loads (cont'd) Check Figures Cooling Capacity Per Area: Heating Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: 0.0021 Tons/Sq.ft 18.25 Btuh/Sq.ft 80,458 Btuh 9.22 Tons' C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation Program Pacific Air Control, Inc. Bothell WA 98021 Elite Software Development, Inc. Westem Food Service Page 4 Air Handler #1 - AHU-1 - Summary Loads Rm 1Description No iRoom Peak Time Area Htg.Loss Sen.Gain Lat.Gain' Htg.O.A. CIg.O.A. People Htg.CFM CIg.CFM S.Exh Req.CFM Req.CFM Volume CFM/Sqft CFM/Sgft W.Exh Act.CFM Act.CFM 1 Entry 100 10am September 260 10,024 14,650 883 3 404 755 0 3,120 1:55 2.90 0 5/P, 5/P, 0.06/ft2 0.06/ft2 31 31 271 130 2 Office 101 1 pm September 144 1,766 4,163. 380 2 71 215 0 1,728 0.49 1.49 0 5/P, 5/P, 0.06/ft2 0.06/ft2 19 19 48 37 3 Office 102 8am July 144 1,766 4,038 380 2 71 208 0 1,728 0.49 1.45 0 5/P, 5/P, 0.06/ft2 0.06/ft2 . 19 19 48 36 4 Conference 116 10am September 380 3,696 8,889 2,280 12 149 458 0 4,560 0.39 1.21 0 5/P, 5/P, 0.06/ft2 0.06/ft2 83 83 100 79 5 Offices 109-115 6pm July 1,900 8,277 22,224 3,610 19 334 1,146 300 22,800 0.18 0.60 300 5/P, 5/P, 0.06/ft2 0.06/ft2 209 209 224 198 6 Offices 104 6pm July 150 368 1,780 380 2 15 92 0 1,800 0.10 0.61 0 5/P, 5/P, 0.06/ft2 0.06/ft2 19 19 10 16 Offices 105 6pm July 130 319 1,604 380 2 13 83 0 1,560 0.10 0.64 0 5/P, 5/P, 0.06/ft2 0.06/ft2 18 18 9 14 8 Rooms 106-107 1,300 5,224 38,232 9,500 6pm July 50 210 1,971 0 15,600 0.16 1.52 0 7.5/P, 7.5/P, 0.06/ft2 0.06/ft2 453 453 141 340 Room Peak Totals: 4,408 31,440 95,580 17,793 Total Rooms: 8 92 1,267 4,927 300 849 - 849 Unique Rooms: 8 52,896 0.29 1.12 300 849 849 C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Westem Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation Program Pacific Air Control, Inc. Bothell WA 98021 1 Elite Software Development, Inc. Westem Food Service , _ _. Page 5 Air Handler #1 - AHU-1 - Total Load Summary Air Handler Description: AHU-1 Constant Volume - Proportion Supply Air Fan: Blow-Thru with program estimated horsepower of 2.62 HP Fan Input: 65% motor and fan efficiency with 2.2 in. water across the fan Sensible Heat Ratio: 0.86 --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 1 pm in September. Outdoor Conditions: Clg: 77° DB, 66° WB, 77.52 grains, Htg: 21° DB Indoor Conditions: Clg: 74° DB, 60% RH, Htg: 70° DB Because of the diversity in room, plenum and ventilation loads, the room sensible peak time in September at 10am is different from the total system peak time, hence the air system CFM was computed using a room sensible load of 81,228. Summer: Ventilation controls outside air, Winter: Ventilation controls outside air. Room Space sensible loss: 26,152 Btuh Infiltration sensible loss: 5,288 Btuh 100 CFM Outside Air sensible loss: 44,917 Btuh 849 CFM Supply Duct sensible loss: 2,734 Btuh Return Duct sensible loss: 1,367 Btuh Return Plenum sensible Toss: 0 Btuh Total System sensible loss: 80,458 Btuh Heating Supply Air: 34,174 / (.999 X 1.08 X 25) = 1,267 CFM Winter Vent Outside Air (67.1% of supply) = 849 CFM Room space sensible gain: 77,379 Btuh Infiltration sensible gain: 369 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 5,415 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 83,164 Btuh Cooling Supply Air: 86,643 / (.999 X 1.1 X 16) = 4,927 CFM Summer Vent Outside Air (17.2% of supply) = 849 CFM Return duct sensible gain: 2,241 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 2,801 Btuh 849 CFM Blow-thru fan sensible gain: 6,653 Btuh Total sensible gain on return side of coil: 11,695 Btuh Total sensible gain on air handling system: 94,859 Btuh Room space latent gain: 13,984 Btuh Infiltration latent gain: 153 Btuh Outside air latent gain: 1,642 Btuh Total latent gain on air handling system: 15,779 Btuh Total system sensible and latent gain: 110,638 Btuh Check Figures Total Air Handler Supply Air (based on a 16° TD): 4,927 CFM Total Air Handler Vent. Air (17.24% of Supply): 849 CFM Total Conditioned Air Space: 4,408 Sq.ft C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation Program Pacific Air Control, Inc. Bothell, WA 98021 Elite Software Development, Inc. Western Food Service Page 6 Air Handler #1 - AHU-1 - Total Load Summary (cont'd) _Check_Figures .. Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Heating Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: 1.1177 CFM/Sq.ft 478.1 Sq.ft/Ton 0.0021 Tons/Sq.ft 18.25 Btuh/Sq.ft 80,458 Btuh 9.22 Tons C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation Program Pacific Air Control, Inc. Bothell WA 98021 Elite Software Development, Inc. Westem Food Service . Page 7 Room Detailed Loads (At Room Peak Times) LoadRadian t Description Unit U.Fac/ Cony. Total Lat. Htg. Htg. Quan Usage S.Gain S.Gain S.Gain Gain Mult. Loss Room 1 -Entry 100 peaks (sensible) in September at 10am, Air Handler 1 (AHU-1), Zone 0, 20.0 x 13.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB: 70°F Roof-1-UP-Type:7 260 0.050 -29 -167 -196 2.450 637 Wall-1-SE-Type:18 88 0.053 -2 1 -1 2.577 227 GIs -SE -1-11%S 152.0 0.520 5,540 7,572 13,112 25.480 3,873 Unshaded Beam 135.3 0 0 0 Lights-Prof=1 286 1.000 322 654 976 Equipment-Prof=1 260 1.000 710 177 887 0 People-Prof=1 3.0 1.000 276 414 690 570 Cool. Infil.Direct CFM 100 -818 313 Heat. Infil.Direct CFM 100 52.876 5,288 Sub -total 14,650 883 10,024 Safety factors: +0% +0% +0% Total w/ safety factors: 14,650 883 10,024 Room 2 -Office 101 peaks (sensible) in September at 1 pm, Air Handler 1 (AHU-1), Zone 0, 12.0 x 12.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB: 70°F Roof-1-UP-Type:7 144 0.050 7 -10 -3 2.450 353 Wall-1-SE-Type:18 216 0.053 -8 -9 -17 2.577 557 Wall-2-S-Type:18 16 0.053 0 1 0 2.577 41 GIs -S -1-14%S 32.0 0.520 1,088 1,603 2,691 25.480 815 Unshaded Beam 27.5 0 0 0 Lights-Prof=1 158 1.000 178 362 540 Equipment-Prof=1 144 1.000 393 98 491 0 People-Prof=1 2.0 1.000 184 276 460 380 Sub -total 4,163 380 1,766 Safety factors: +0% +0% +0% Total w/ safety factors: 4,163 380 1,766 • Room 3 -Office 102 peaks (sensible) in July at 8am, Air Handler 1 (AHU-1), Zone 0, 12.0 x 12.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB: 70°F Roof-1-UP-Type:7 144 0.050 -14 -60 -73 2.450 353 Wall-1-SE-Type:18 216 0.053 22 46 68 2.577 557 Wali-2-E-Type:18 16 0.053 1 3 5 2.577 41 GIs -E -1-10%S 32.0 0.520 1,121 1,426 2,547 25.480 815 Unshaded Beam 28.8 0 0 0 C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation Program Pacific Air Control, Inc. Bothell, WA 98021 Elite Software Development, Inc. 1 Westem Food Service __ Page 8' Room Detailed Loads (At Room Peak Times) (cont'd) Load Radian Description Unit U.Fac/ Conv. t Total Lat. Htg. Htg. Quan Usage S.Gain S.Gain S.Gain Gain Mult. Loss Lights-Prof=1 158 1.000 178 362 540 Equipment-Prof=1 144 1.000 393 98 491 0 People-Prof=1 2.0 1.000 184 276 460 380 Sub -total 4,038 380 1,766 Safety factors: +0% +0% +0% Total w/ safety factors: 4,038 380 1,766 Room 4 -Conference 116 peaks (sensible) in September at 10am, Air Handler 1 (AHU-1), Zone 0, '38.0 x 10.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB:_70°F_ Roof-1-UP-Type:7 380 0.050 -42 -245 -286 2.450 931 Wall-1-SW-Type:18 168 0.053 3 13 16 2.577 433 Wall-2-S-Type:18 16 0.053 1 2 2 2.577 41 Wall-3-SE-Type:18 240 0.053 -5 2 -3 2.577 619 Wall-4-E-Type:18 16 0.053 -2 -2 -4 2.577 41 GIs -S -1-12%S 32.0 0.520 966 1,072 2,039 25.480 815 Unshaded Beam 28.2 0 0 0 GIs -E -1-14%S 32.0 0.520 602 1,041 1,643 25.480 815 Unshaded Beam 27.5 0 0 0 Lights-Prof=1 418 1.000 471 956 1,426 Equipment-Prof=1 380 1.000 1,037 259 1,297 0 People-Prof=1 12.0 1.000 1,104 1,656 2,760 2,280 Sub -total 8,889 2,280 3,696 Safety factors: +0% +0% +0% Total w/ safety factors: 8,889 2,280 3,696 Room 5 -Offices 109-115 peaks (sensible) in July at 6pm, Air Handler 1 (AHU-1), Zone 0, 19.0 x 100.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB: 70°F Roof-1-UP-Type:7 1,900 0.050 560 2,548 3,108 2.450 4,655 Wall-1-SW-Type:18 552 0.053 36 61 96 2.577 1,423 Partition -2-1 492 0.053 1,035 0 1,035 4.471 2,200 Lights-Prof=1 2,090 1.000 2,353 4,778 7,131 Equipment-Prof=1 1,900 1.000 5,186 1,297 6,483 0 People-Prof=1 19.0 1.000 1,748 2,622 4,370 3,610 Sub -total 22,224 3,610 8,277 Safety factors: +0% +0% +0% Total w/ safety factors: 22,224 3,610 8,277 C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation Program Pacific Air Control, Inc. Bothell. WA 98021 '� Elite Software Development, Inc. Western Food Service Page 9 Room Detailed Loads (At Room Peak Times) (cont'd) Load Radian Description Unit U.Fac/ Cony. t Total Lat. Htg. Htg. Quan Usage S.Gain S.Gain S.Gain Gain Mult. Loss Room 6 -Offices 104 peaks (sensible) in July at 6pm, Air Handler 1 (AHU-1), Zone 0, 15.0 x 10.0, 'Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB: 70°F Roof-1-UP-Type:7 150 0.050 44 201 245 2.450 368 Lights-Prof=1 165 1.000 186 377 563 Equipment-Prof=1 150 1.000 409 102 512 0 People-Prof=1 2.0 1.000 184 276 460 380 Sub -total 1,780 380 368 Safety factors: +0% +0% +0% Total w/ safety factors: 1,780 380 368 Room 7 -Offices 105 peaks (sensible) in July at 6pm, Air Handler 1 (AHU-1), Zone 0, 13.0 x 10.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB: 70°F Roof-1-UP-Type:7 130 0.050 38 174 213 2.450 319 Lights-Prof=1 143 1.000 161 327 488 Equipment-Prof=1 130 1.000 355 89 444 0 People-Prof=1 2.0 1.000 184 276 460 380 Sub -total 1,604 380 319 Safety factors: +0% +0% +0% Total w/ safety factors: 1,604 380 319 Room 8 -Rooms 106-107 peaks (sensible) in July at 6pm, Air Handler 1 (AHU-1), Zone 0, 13.0 x 100.0, Construction Type: 1 (Exterior, Light Construction, With Carpet, 10% Glass), SIDB: 74°F, WIDB: 70°F Roof-1-UP-Type:7 1,300 0.050 383 1,743 2,127 2.450 3,185 Partition -1-1 456 0.053 959 0 959 4.471 2,039 Lights-Prof=1 1,430 1.000 1,610 3,269 4,879 Equipment-Prof=1 5,500 1.000 15,013 3,753 18,767 0 People-Prof=1 50.0 1.000 4,600 6,900 11,500 9,500 Sub -total 38,232 9,500 5,224 Safety factors: +0% +0% +0% Total w/ safety factors: 38,232 9,500 5,224 C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation Program Pacific Air Control, Inc. Bothell, WA 98021 A Elite Software Development, Inc. Western Food Service Page 10. Building Load Profiles Bldg. August September July January (None) (None) Hour _ Net Load Net Load Net Load _Net Load Net Load Net Load 1am 76,126 72,330 80,955 37,908 0 0 2am 72,302 68,667 79,876 36,081 0 0 3am 68,718 65,217 78,921 34,339 0 0 4am 65,346 61,969 78,072 32,697 0 0 5am 64,596 61,288 78,938 32,138 0 0 6am 70,203 61,408 84,671 31,794 0 0 7am 81,853 76,926 89,275 33,541 0 0 8am 91,947 89,546 92,652 38,680 0 0 9am 100,346 101,935 97,223 54,218 0 0 10am 103,754 105,874 100,293 64,148 0 0 11 am 105,932 108,005 102,401 69,956 0 0 12pm 107,625 109,404 104,365 72,299 0 0 1pm 109,748 110,638 107,520 73,700 0 0 2pm 109,773 109,327 108,093 72,786 0 0 3pm 109,613 108,518 108,312 70,835 0 0 4pm 108,931 107,160 108,042 66,787 0 0 5pm 107,877 105,303 107,526 64,060 0 0 6pm 103,221 100,657 103,297 60,120 0 0 7pm 98,772 96,612 98,641 56,180 0 0 8pm 97,261 95,304 96,917 52,265 0 0 9pm 92,777 91,045 92,384 48,428 0 0 lOpm 88,439 86,927 87,971 45,533 0 0 11 pm 84,244 82,721 83,702 42,608 0 0 12am 80,107 76,127 82,146 39,758 0 0 Bldg.(Z) August September July January (None) (None) Hour Net Load Net Load Net Load Net Load Net Load Net Load 1am 76,126 72,330 80,955 37,908 0 0 2am 72,302 68,667 79,876 36,081 0 0 3am 68,718 65,217 78,921 34,339 0 0 4am 65,346 61,969 78,072 32,697 0 0 5am 64,596 61,288 78,938 32,138 0 0 6am 70,203 61,408 84,671 31,794 0 0 7am 81,853 76,926 89,275 33,541 0 0 8am 91,947 89,546 92,652 38,680 0 0 9am 100,346 101,935 97,223 54,218 0 0 10am 103,754 105,874 100,293 64,148 0 0 11 am 105,932 108,005 102,401 69,956 0 0 12pm 107,625 109,404 104,365 72,299 0 0 1 pm 109,748 110,638 107,520 73,700 0 0 2pm 109,773 109,327 108,093 72,786 0 0 3pm 109,613 108,518 108,312 70,835 0 0 4pm 108,931 107,160 108,042 66,787 0 0 5pm 107,877 105,303 107,526 64,060 0 0 6pm 103,221 100,657 103,297 60,120 0 0 7pm 98,772 96,612 98,641 56,180 0 0 8pm 97,261 95,304 96,917 52,265 0 0 C:\Users\AndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM C:\Users\lndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Chvac - Full Commercial HVAC Loads Calculation ProgramElite Pacific Air Control, Inc. Bothell. WA 98021.. .1.i-_,4 Software Development, Inc. Westem Food Service Page 11 Building Load Profiles (cont'd) Bldg.(Z). Hour August Net Load September Net Load July Net Load January Net Load (None) Net.Load .. (None) .Net Load' 9pm 10pm 11 pm 12am 92,777 88,439 84,244 80,107 91,045 86,927 82,721 76,127 92,384 87,971 83,702 82,146 48,428 45,533 42,608 39,758 0 0 0 0 0 0 0 0 C:\Users\lndriyH\Documents\Elite Software\Chvac 8 Projects\ANDOVER Western Foodservice.CH8 Tuesday, December 27, 2016, 02:51 PM Lennox Industries Inc. - Product Submittal Table of Contents System ID Qty Model Description 4 TON G/E 1 KGB048S4D PKGGE/4 TON/65KB/230-1 Project: 3000619465 GCS16-311-75-1 P Replacement Quote: 4000752197 GCS16-311-75-1 P Replacement Page 1 of 8 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 W 2017 PERMIT CENTER Last Changed: GREGORY, CHRIS Prepared On: 2016-12-13 Phone: 206-682-6393 1 �.r Lennox Industries Inc. - Product Submittal System ID: 4 TON G/E Package Model: KGB048S4D Description: PKGGE/4 TON/65KB/230-1 HEATING PERFORMANCE Unit Type H/E HighInput H/E HighOutput System HeatOutput Packaged Gas Electric 65000 (Btuh) 52000 (Btuh) 52000 (Btuh) Gas Supply Connection H/E Heat Rise AFUE/ ThermalEff Number of Heating Stages Gas Supply Pressure 0.50 (in.) 30.1 (°F) 80 1 7 (in.WC) COOLING PERFORMANCE Refrigerant ARI EER ARI SEER ARI Total Power ARI GrossTotalCool ARI NetTotalCool R -410A 11.5 14.0 4100 (W) 49700 (Btuh) 47500 (Btuh) Number Compressors Number of Cooling Stages Condensate Drain Size SUPPLY FAN PERFORMANCE SupplyFan NomPower Supply Fan Type 0.50 (hp) CAV Direct Drive TotalStaticPress Economizer Static Press Air Filter Qty Air Filter Length Air Filter Width Air Filter Thickness 0.04 (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 230V 1Ph 60 (Hz) 31.0 (amp) 50 (amp) 20.0 (amp) 24.8 (amp) +/- 10% SupplyFan FLA CondensingUnit FLA CondenserFan Power 3.1 (amp) 1.7 (amp) 250 (W) DIMENSIONS Cabinet Width Cabinet Length Cabinet Height Total Weight 47.0 (in.) 83.3 (in.) 36.4 (in.) (686 (lb) Downflow Supply Length Downflow Supply Width Downflow Return Length Downflow Return Width 18.0 (in.) 20.0 (in.) 11.0 (in.) 29.0 (in.) SOUND Outdoor Sound Rating 74 (db) Project: 3000619465 GCS 16-311-75-1 P Replacement Quote: 4000752197 GCS 16-311-75-1 P Replacement Page 2 of 8 Last Changed: GREGORY, CHRIS Prepared On: 2016-12-13 Phone: 206-682-6393 Lennox Industries Inc. - Product Submittal System ID: 4 TON G/E Package Model: KGB048S4D Description: PKGGE/4 TON/65KB/230-1 SYSTEM FEATURES Durable Outdoor Enamel Paint Finish Scroll Compressor High Capacity Driers Separate Compressor and Controls Compartment Limited compressor warranty of 5 years Limited warranty on all other components of 1 year See Limited Warranty Certificate included with unit for details AGA -CGA Certified Redundant Comb. Gas Control Valve Electronic Flame Sensor Direct Spark Ignition INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED 2 IN MERV4 FILTER CONSTANT AIR VOLUME DIRECT DRIVE INCLUDED SYSTEM OPTIONS - FIELD INSTALLED 14D91 10Z75 1 1 KIECON32A-2-LANDMARK ECON LOW LEAK SHORT C 1 SNSR6OFF 1 SINGLE ENTHALPY KIT Project: 3000619465 GCS16-311-75-1 P Replacement Quote: 4000752197 GCS16-311-75-1 P Replacement Page 3 of 8 Last Changed: GREGORY, CHRIS Prepared On: 2016-12-13 Phone: 206-682-6393 Lennox Industries Inc. - Product Submittal System ID: 4 TON G/E Package Model: KGB048S4D Description: PKGGE/4 TONT65KB/230-1 Project: 3000619465 GCS16-311-75-1 P Replacement Quote: 4000752197 GCS16-311-75-1 P Replacement Page 4 of 8 Last Changed: GREGORY, CHRIS Prepared On: 2016-12-13 Phone: 206-682-6393 i Lennox Industries Inc. - Product Submittal System ID: 4 TON G/E Package Model: KGB048S4D Description: PKGGE/4 TON/65KB/230-1 DIMENSIONS - EMIT - INCHES (MM) - KGB Model (Jo. AA Base lbs. kg Max. lbs. kg CORNER BB Base lbs. kg Max. lbs. kg WEIGHTS CC Base lbs. kg Max. lbs. 'kg DD Base lbs. kg Max. Ilbs. kg EE Base in. mm CENTER OF Max. in. mm GRAVITY FF Base in. mm Max. in. mm 1024 107 49 129 59 124 56 132 60 160 73 170 77 138 63 208 95 39-1/2 1003 45 1143 20-112 521 20-1/2 521: 030 108 49 130 59 125 57 132 60 161 73 171 78 139 63 209 95 39-1/2 1003 45 1143 20-112 521 20-1/2 521 1036 112 51 142 64 130 59 141 64 168 76 190 86 145 66 228 104 39-1/2 1003 45 1143 20-1/2 521 20 508 048 112 51 145 66 130 59 144 65 168 76 194 88 145 66 233 106'39-1/2 1003 45 1143 20-112 521 20 508 1060 130 59 162 74 147 67 167 76 198 90 226 103 175 79 257 117 40 1016 44 1118 20 508 20 508 072 130 59 162 74 147 67 167 76 198 90 226 103 175 79 257 117 40 1016 44 1118 20 508 20 508 1074 130 59 162 74 147 67 167 76 198 90 226 103 175 79 257 117 40 1016 44 1118 20 508 20 508 Base On/ -11x. wit with NO INTERNAL OPTIONS. film. Unit - lite unit veifh ALL INTERNAL OPTIONS Installed. (Eoontxnizsr. Standard Static PANIES IE ehauM Fans. Carats, eta). IDoes not cdsiide acoessolies oh/nal to um or hitt stair palm! exhaust. (1� 3)-j AA 45 'oo_( l OOJ BASE END VIEW Project: 30uuo I a'ioo ul.a 10-3 I 1-f o- 1r rceplacemenl Quote: 4000752197 GCS 16-311-75-1 P Replacement Page 5 of 8 1 () ( •x6-1 45 11 413 7) (279) 47 (1191 BASE EOM:A RETURN AR OPENING BOTTOM SUPPLY Alit CPERM CENTER OF GF1,`1\ Y .11. 25.3.14 (654) -+r LIFTING (v,49 DC 6,64 1 \ 25-1/1 BOTTOM (E73)--°' OONa6. SATE OUTLET 9.112 (241) BB CC EE Barrow. POWER ENTRY 3X6(76)42m) TOP VIEW (Base) IIoo t FORKUFTSLOTS 5.12 61OR¢ONTAL i90R1$NTAL 511,/2 frontBx and (163) SUPPLY A61 RETURN AIR (1i6) B'a'nter Slid) OPENING OPENING (W:Ihnu1 EMMA-11420 SIDE VIEW 11 ($) 19-12 18 3'8�`'7�(273)�� (95) - 6- I I I 2 (51) I11I1!' 111111 11;' Ill �I III���� 11 I j�Il ll�ll. 111 63114 (2115) 0 I _ Q.ET Uf \ 0 d l9EC7RICAL /� III11� I I I 1 111;1 (EITHER SIDE) 4 w. 3 (moi) I I I I O (t14q i-27 _001 26-1f2 26712 r1 mics v} }) i 85.114 (2.165p BASE IIoo t FORKUFTSLOTS 5.12 61OR¢ONTAL i90R1$NTAL 511,/2 frontBx and (163) SUPPLY A61 RETURN AIR (1i6) B'a'nter Slid) OPENING OPENING (W:Ihnu1 EMMA-11420 SIDE VIEW 11 ($) 19-12 18 3'8�`'7�(273)�� (95) - 6- I I I 2 (51) I11I1!' 111111 11;' Ill �I III���� 11 I j�Il ll�ll. 111 0 I 20 () 29 (737) BACK VIEW Last L,nangea: urctuurc r , �nraa Prepared On: 2016-12-13 Phone: 206-682-6393 `� Lennox Industries Inc. - Product Submittal System ID: 4 TON G/E Package Model: KGB048S4D Description: PKGGE/4 TON/65KB/230-1 DIMENSIONS • ACCESSORIES _ INCHES {MM) OUTDDO'R AIR HOOD DETAIL FOR OPTIONAL ECONOMIZER AND BAROMETRIC RELIEF DAMPERS (Downflow Applications) OPTIMAL OUTDOOR AIR HOOD finished a9h Emnommzer) • ira 441) MORAL BAROMETRIC Railer HOOD Ewished 's0hE nrrr2or OUTDOOR AIR HOOD FOR ECONOMIZER (Furnished) SIDE VIEW BAROMETIRIC RELIEF HOOD FOR ECONOMIZER (Furnis'hod) OUTDOOR AIR DAMPER HOOD DETAIL FOR OPTIONAL IMAINUA'L OR MOTORIZE) OUTDOOR AIR DAMPER'S (Downflow or Horizontal Applications) OPTIONAL OUTDOOR AIR DAMPERS MD PANEL OUTDOOR MR DA?A PER HOOD 16-U2 <419 J 994(2 (2 7) . Project: 3000619465 GCS16-311-75-1 P Replacement Quote: 4000752197. GCS16-311-75-1 P Replacement Page 6 of 8 Last Changed: GREGORY, CHRIS Prepared On: 2016-12-13 Phone: 206-682-6393 1 ,111!11 1 1eat 1 I 11 joo r 1 r--1 00 SIDE VIEW BAROMETIRIC RELIEF HOOD FOR ECONOMIZER (Furnis'hod) OUTDOOR AIR DAMPER HOOD DETAIL FOR OPTIONAL IMAINUA'L OR MOTORIZE) OUTDOOR AIR DAMPER'S (Downflow or Horizontal Applications) OPTIONAL OUTDOOR AIR DAMPERS MD PANEL OUTDOOR MR DA?A PER HOOD 16-U2 <419 J 994(2 (2 7) . Project: 3000619465 GCS16-311-75-1 P Replacement Quote: 4000752197. GCS16-311-75-1 P Replacement Page 6 of 8 Last Changed: GREGORY, CHRIS Prepared On: 2016-12-13 Phone: 206-682-6393 Lennox Industries Inc. - Product Submittal System ID: 4 TON G/E Package Model: KGB048S4D Description: PKGGE/4 TON/65KB/230-1 UNIT CLEARANCES - INCHES (M M) 1 Unit Clearance in. A mm in. B mm in. C mm in. D mm To Clearance Service Clearance 48 1219 36 914 36 914 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. 1 Service Clearance - Required for removal of serviceable parts. Clearance to Combustibles - Required clearance to combustible material. Minimum Operation Clearance - Required dearance for proper unit operation. Project: 3000619465 GCS16-311-75-1 P Replacement Quote: 4000752197 GCS 16-311-75-1 P Replacement Page 7of8 Last Changed: GREGORY, CHRIS Prepared On: 2016-12-13 Phone: 206-682-6393 Lennox Industries Inc. - Product Submittal MISCELLANEOUS MATERIALS 20W04 CIACURB3OA GCS/CHA/CHP16-261/411 TO T Project: 3000619465 GCS16-311-75-1 P Replacement Quote: 4000752197 GCS16-311-75-1 P Replacement Page 8of8 Last Changed: GREGORY, CHRIS Prepared On: 2016-12-13 Phone: 206-682-6393 0:nririnnW7,17,mm37rrrrrrY1,37, arnvrar,»,7777737,7nnnnnn,»»n.».nnnnnnnnnnnnnnnarnnnnrrarnnnn 7,17.nnnnnrrnn,7 77,77,Y=77,,» AY7,arri.»»nnnnn.»nt f f Western Food Service f Tenant Improvement 641 Industrial Drive - Bldg 13 Tukwila, WA Structural Calculations New RTU on Existing Curb With New Transition Curb Total Weight: 6861b RTU + 961b TRANSITION CURB + 851b EXISTING CURB = 867 LB Ft Provided by Structural Phil 7675 Nahahum Canyon Road Cashmere, WA 98801 Provided for Pacific Air Control, Inc. 1916 220th Street SE, Suite 101 othell WA 98011 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 6 2017 / F f 1, RECEIVED CITY OF TUKWVIIA JAN 0 S 2017 PERMIT CENTEE Job No. 247PV16 January 2, 2017 Western Food Service 641 Industrial Drive — Bldg 13 Tukwila, WA January 2, 2017 New Lennox RTU Installation Synopsis The proposed new roof mounted unit, a 4 -ton Lennox packaged unit, will be installed onto an existing roof curb. The new 4 -ton unit with its accessories weighs 686 pounds. The adapter curb weighs 96 pounds and is 12" tall. The former, existing unit was an older Lennox packaged unit and weighed 349 Ib. GRAVITY Calculations are provided to show that the new unit and curb will be safe to install. The existing roof framing will continue to safely support the roof top mounted AC equipment. LATERAL The second design issue is the anchorage of the unit for lateral loads. The area is screened from view but will be subject to the code required 1.9 factor for roof mounted equipment, therefore wind controls the lateral design of the attachment. Please reference the following pages for the lateral forces and the attachment requirements. The unit should be fastened to the transition curb using #10 self -drilling hex washer head screws @ 12"oc on all four(4) sides flange to curb. The transition curb should also be fastened using the same fasteners and spacing to secure it to the existing curb. Lennox Industries Inc. - Product Submittal System ID: 4 TON G/E Package Model: KGB048S4D Description: PKGGE/4 TON/65KB/230-1 HEATING PERFORMANCE Unit Type H/E HighInput H/E HighOutput System HeatOutput Packaged Gas Electric 65000 (Btuh) 52000 (Btuh) 52000 (Btuh) Gas Supply Connection H/E Heat Rise AFUE/ ThermalEff Number of Heating Stages Gas Supply Pressure 0.50 (in.) 30.1 (°F) 80 1 7 (in.WC) COOLING PERFORMANCE Refrigerant ARI EER ARI SEER ARI Total Power ARI GrossTotalCool ARI NetTotalCool R -410A 11.5 14.0 4100 (W) 49700 (Btuh) 47500 (Btuh) Number Compressors Number of Cooling Stages Condensate Drain Size SUPPLY FAN PERFORMANCE SupplyFan NomPower Supply Fan Type 0.50 (hp) CAV Direct Drive TotalStaticPress Economizer Static Press Air Filter Qty Air Filter Length Air Filter Width Air Filter Thickness 0.04 (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 230V 1Ph 60 (Hz) 31.0 (amp) 50 (amp) 20.0 (amp) 24.8 (amp) +/- 10% SupplyFan FLA CondensingUnit FLA CondenserFan Power 3.1 (amp) 1.7 (amp) 250 (W) DIMENSIONS Cabinet Width Cabinet Length Cabinet Height Total Weight 47.0 (in.) 83.3 (in.) 36.4 (in.) (687718) Downflow Supply Length Downflow Supply Width Downflow Return Length Downflow Return Width 18.0 (in.) 20.0 (in.) 11.0 (in.) 29.0 (in.) SOUND Outdoor Sound Rating 74 (db) Project: 3000619465 GCS16-311-75-1 P Replacement Quote: 4000752197 GCS16-311-75-1 P Replacement Page 2 of 8 Last Changed: GREGORY, CHRIS Prepared On: 2016-12-13 Phone: 206-682-6393 Lennox Industries Inc. - Product Submittal System ID: 4 TON G/E Package Model: KGB048S4D Description: PKGGE/4 TON/65KB/230-1 DIIIMENSIIQNS - 'UNIT - INCHES (MM) - KGB 1 Model No. AA Base lbs. kg Max. lbs. Kg CORNER BB Base lbs. kg Max. lbs. kg WEIGHTS CC Base lbs. kg Max. lbs. kg DD Base lbs. kg Max. 'lbs. kg EE Base in. mm CENTER OF Max. an. mm GRAVITY FF Base in. mm Max. in. mm 1024 107 49 129 59 124 56 132 60 160 73 170 77 138 63 208 95 39-112 1003 45 1143 20-1/2 521 20-192 521' 030 108 49 130 59 125 57 132 60 161 73 171 78 139 63 209 95 39-112 1003 45 1143 20-192 521 20-192 521 1 036 112 51 142 64 130 59 141 64 168 76 190 86 145 66 228 104 39.112 1003 45 1143 20-1/2 521 20 508 048 112 51 145 66 130 59 144 65 168 76 194 88 145 66 233 106 39-112 1003 45 1143 23-112 521 20 508 1 060 130 59 162 74 147 67 167 76 198 90 226 103 175 79 257 117 40 1016 44 1118 " 20 508 20 508 072 130 59 162 74 147 67 167 76 198 90 226 103 175 79 257 117 40 1016 44 1118 20 508 20 508 1074 130 59 162 74 147 67 167 76 198 90 226 103 175 79 257 117 40 1016 44 1118 20 508 20 508 Ease tine - The urr t nth NO INTERNAL OPTIONS. Max. Unit - The unit nth Ail INTERNAL OF'ilONS Installed. (Ecomorr, zer„ Stmtdad Static Power i&toast Fats, Canty , etc.). Does not Inc .de accessories eternal to unt O FKA staCc pgastr &Amid. (1543)-I� Al 45 (1143) {._ 47 ORM BASE END VIEW Project: 30uuo 1 `J400 UVJ to -J 1 1-10- I r Keplacemenl Quote: 4000752197 GCS16-311-75-1P Replacement Page 5of8 7(176) .177%-.1:1(1-113(4.15137)� e) 29 (737) 47 ( 194) BASE. LIFTING 1 (r 69 DO BOTTOM RETURN' �� OPEN911G BOTTOM SUPPLY AIR OPENING 5(127) Is fi CENTER OF GRAVITY 31. (triV 2544 (654)-a. 9.112. (act) EE BOTTOM POWER ENTRY 3X6(76X203) TOP VIEW (Base) � 3) BOTTOM. CONIEWSATE OUTLET {.i 634I4 (2115) I=I_001 -a. 14- 1 QS) 01= {._ 47 ORM BASE END VIEW Project: 30uuo 1 `J400 UVJ to -J 1 1-10- I r Keplacemenl Quote: 4000752197 GCS16-311-75-1P Replacement Page 5of8 7(176) .177%-.1:1(1-113(4.15137)� e) 29 (737) 47 ( 194) BASE. LIFTING 1 (r 69 DO BOTTOM RETURN' �� OPEN911G BOTTOM SUPPLY AIR OPENING 5(127) Is fi CENTER OF GRAVITY 31. (triV 2544 (654)-a. 9.112. (act) EE BOTTOM POWER ENTRY 3X6(76X203) TOP VIEW (Base) � 3) BOTTOM. CONIEWSATE OUTLET {.i 634I4 (2115) c( $!3iE9SATE FLUEIVENT- OUTLET t116 ` GAS ��' 1 ��� Iil �� OWLET 6� Ilililthi (EITHER SI� \ - - - -- 40) --c' `" J�( is ( 1) 289 ) O_ T p) L in 2673) 27 (673) () 85-1.4 (2 165) BASE SIDE VIEW 19-112 (495) 11 15-3"8 (273) (467) BB CC Cm) 2 (51) 29 (737) el- _I T7 FORXUFTSIOTS 5;11 ILOREOMAL MORON AL 5'02 pont Bea anti (IQ) SUPPIYAR RETUdi1AIR via) B°.oiier End) 0 OPENING OPENING (VJilrtl+;i1 EUwEf4le) BACK VIEW Last l.nangea: urCCuLK1, t,nnlJ Prepared On: 2016-12-13 Phone: 206-682-6393 Z 0 wce APPROVED 0 0 0 0 0 DESCRIPTION lower curb height from 20" to 12 UPDATED BRACES TO T AND CURB TO 18GA N K DIMENSIONED AND TOLERENCED PER ANSI V14.5M-1983 2 0. 0. 4 J W H N J CD lC m co J rc W 2 N Z 0 d 0 0 w 7 a w cc enW W S W Z Q a 0 W 5 coz Z CO W K O 5 0 R' 7 u H 0 W 0 0 0' a W enQ 1 1/2" ADDED TO EXISTING CURB O.D. O 0 N 1 J_ 0 r 0 0 N N N a D to N 1 EXISTING CURB LAYOUT cocol W • N V 0 r N s 8 8 z w 8 a x 8 C7 Mm M 0 0 0 N � m o F, a Wednesday, February 03, 241 0 N 0 ri 20 N Z IJ m0 J WSG�WSAn cn rd rW�..`. rA en If) 1-z 1_ = t9 W W C W H0 Q CL Cr) Z Z Q CO W Z UN_ m� a—es LLr‘ Za 000 LLw Z Q LL oo opz 0�0 QZm Z 0 co=o V y � Z lij CO Z00 00 D ANDOVER PARK . ,,:,,� . •r of 3.v; f .:r • P • NEW UNIT = 6861b + TRANSITION CURB = 961b + EXISTING CURB = 851b = TOTAL = 8671b Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: WESTERN FOOD SERVICE Engineer: Phil Van Heyningen Project ID: 247PV16 Project Descr: New RTU replacing Existing RTU SAME CURB with adapter Printed: 2 JAN 2017, 2:56PM Wood Beam fje trirHilYrLILI:I.i File = c:lUserslPhiPSTRUCT-112016PR-11PACIFI-11WESTER-11WESTER-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 lL 8fcylVIA 11:711Lt:a7116 Description : EXISTING 4X14 PURLINS r CODEREFERENCES !j Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-02 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-02 Wood Species Wood Grade Beam Bracing : Douglas Fir - Larch : Select structural Fb - Tension Fb - Compr Fc-Pril Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsional buckling ONE -CORNER OFI ENNOX ND TRANSITION CURB PLUS EXISTING CURB 1500 psi 1500 psi 1700 psi 625 psi 180 psi 1000 psi E : Modulus of Elasticity Ebend- xx 1900 ksi Eminbend - xx 690 ksi Density 31.2 pcf 4x14 Span = 19.50 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.0090, S = 0.0250 ksf, Tributary Width = 8.0 ft, (ROOF AND SNOW) Point Load : D = 0.30 k @ 4.0 ft, (RTU AND CURBS) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 1 esign OK 0.952 1 Ma 4x14 1,641.94 psi 1,725.00 psi +D+S+H 9.536ft Span # 1 0.508 in Ratio = 0.000 in Ratio = 0.245 in Ratio = 0.000 in Ratio = ximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 460 >=360 0 <360 956 >=180 0 <180 0.420 : 1 4x14 86.92 psi 207.00 psi +D+S+H 0.000 ft Span #1 1 Maximum Forces & Stresses for Load Combinations" 1 Load Combination Segment Length Max Stress Ratios Span # M V Cd C FN Ci Cr Moment Values Cm C t CL M fb F'b Shear Values V fv F'v D Only Length = 19.50 ft +D+L+H Length = 19.50 ft +D+Lr+H Length = 19.50 ft +D+S+H Length = 19.50 ft +D+0.750Lr+0.750L+H Length = 19.50 ft 1 0.393 0.190 1 0.353 0.171 1 0.283 0.137 1 0.952 0.420 1 0.283 0.137 0.90 1.00 1.25 1.15 1.25 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 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 1.00 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 4.52 529.96 4.52 529.96 4.52 529.96 14.01 1,641.94 4.52 529.96 0.00 1350.00 0.00 1500.00 0.00 1875.00 0.00 1725.00 0.00 1875.00 0.00 0.95 0.00 0.95 0.00 0.95 0.00 2.69 0.00 0.95 0.00 30.75 0.00 30.75 0.00 30.75 0.00 86.92 0.00 30.75 0.00 162.00 0.00 180.00 0.00 225.00 0.00 207.00 0.00 225.00 Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com 509 881-0824 Project Title: WESTERN FOOD SERVICE Engineer: Phil Van Heyningen Project ID: 247PV16 Project Descr: New RTU replacing Existing RTU SAME CURB with adapter Printed: 2 JAN 2017, 2:56PM Wood Beam Lic. # : KW -06009465 Description : EXISTING 4X14 PURLINS Load Combination Max Stress Ratios File = c:lUsers1PhiFFSTRUCT-112016PR-11PACIFI-11WESTER-11WESTER-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Licensee : STRUCTURAL PHIL Moment Values Shear Values Segment Length Span # M V Cd C FN Ci Cr Cm C t CL M fb F'b V fv F'v +D+0.750L+0.7505+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =19.50 ft 1 0.791 0.352 1.15 1.000 1.00 1.00 1.00 1.00 1.00 11.64 1,363.63 1725.00 2.25 72.88 207.00 +D+W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 19.50 ft 1 0.221 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.52 529.96 2400.00 0.95 30.75 288.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 19.50 ft 1 0.221 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.52 529.96 2400.00 0.95 30.75 288.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 19.50 ft 1 0.221 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.52 529.96 2400.00 0.95 30.75 288.00 +D+0.750Lr+0.750L+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 19.50 ft 1 0.221 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.52 529.96 2400.00 0.95 30.75 288.00 +D+0.750L+0.7505+0.750W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =19.50 ft 1 0.568 0.253 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.64 1,363.63 2400.00 2.25 72.88 288.00 +D+0.750L+0.7505+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 19.50 ft 1 0.568 0.253 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.64 1,363.63 2400.00 2.25 72.88 288.00 +0.60D+W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =19.50 ft 1 0.132 0.064 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.71 317.98 2400.00 0.57 18.45 288.00 +0.60D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 19.50 ft 1 0.132 0.064 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.71 317.98 2400.00 0.57 18.45 288.00 r Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span S Only 1 0.5077 9.821 0.0000 Vertical Reactions Load Combination 1 Support notation : Far left is #1 Values in KIPS 0.000 Support 1 Support 2 Overall MAXimum 2.988 2.812 Overall MINimum 0.623 0.517 D Only 1.038 0.862 +D+L+H 1.038 0.862 +D+Lr+H 1.038 0.862 +D+S+H 2.988 2.812 +D+0.750Lr+0.750L+H 1.038 0.862 +D+0.750L+0.750S+H 2.501 2.324 +D+W+H 1.038 0.862 +D+0.70E+H 1.038 0.862 +D+0.750Lr+0.750L+0.750W+H 1.038 0.862 +D+0.750Lr+0.750L+0.5250E+H 1.038 0.862 +D+0.750L+0.7505+0.750W+H 2.501 2.324 +D+0.750L+0.750S+0.5250E+H 2.501 2.324 +0.60D+W+H 0.623 0.517 +0.60D+0.70E+H 0.623 0.517 D Only 1.038 0.862 Lr Only L Only S Only 1.950 1.950 W Only E Only H Only D Only 1.038 0.862 +D+L+H 1.038 0.862 +D+Lr+H 1.038 0.862 +D+S+H 2.988 2.812 +D+0.750Lr+0.750L+H 1.038 0.862 +D+0.750L+0.7505+H 2.501 2.324 +D+W+H 1.038 0.862 +D+0.70E+H 1.038 0.862 +D+0.750Lr+0.750L+0.750W+H 1.038 0.862 Structural Phil PhD Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: WESTERN FOOD SERVICE Engineer, Phil Van Heyningen Project ID: 247PV16 Project Descr: New RTU replacing Existing RTU SAME CURB with adapter Printed: 2 JAN 2017, 3:04PM Wood Beam Lic. # : KW -06009465 Description : EXISTING GLULAM ROOF GIRDER (CANTILEVER) r CODE REFERENCES File = caUsers1PhiIISTRUCT-112016PR-11PACIFI-11WESTER-11WESTER-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Licensee : STRUCTURAL PHIL Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species : DF/DF Wood Grade : 24F - V8 Beam Bracing : Beam is Fully Braced against lateral -torsional Fb - Tension Fb - Compr Fc - PrII Fc - Perp Fv Ft buckling 2400 psi 2400 psi 1650 psi 650 psi 265 psi 1100 psi E: Modulus of Elasticity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1800 ksi 950 ksi 1600 ksi 850 ksi 31.2 pcf • D(0.2 S(0.5) NEW LENNOX & TRANSITION CURB (0.2S(0.5�(1.8) S(3.75) ii 5.125x19.5 Span = 29.50 ft )18 5.125x19.5 Span = 5.0 ft w Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.010, S = 0.0250 ksf, Tributary Width = 20.0 ft, (ROOF PLUS SNOW) Point Load : D = 0.450 k @ 17.50 ft, (RTU CORNER END ONE) Point Load : D = 0.450 k @ 25.50 ft, (RTU EDGE 2) Load for Span Number 2 Uniform Load : D = 0.010, S = 0.0250 ksf, Tributary Width = 20.0 ft, (ROOF PLUS SNOW) Point Load : D = 1.80, S = 3.750 k @ 5.0 ft, (DROP-IN BEAM REACTION) Service loads entered. Load Factors will be applied for calculations. [ DESIGN SUMMARY 1 Design OK Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.936 1 5.125x19.5 2,379.82 psi 2,541.34 psi +D+S+H 13.349ft Span #1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.096 in Ratio = -0.379 in Ratio = 1.669 in Ratio = -0.595 in Ratio = 322 >=240. 316 >=240. 212 >=180 200 >=180 0.565: 1 5.125x19.5 172.25 psi 304.75 psi +D+S+H 28.017 ft Span #1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Moment Values Cm C t CL M fb F'b Shear Values V fv F'v +D+H Length = 29.50 ft 1 Length = 5.0 ft 2 +D+L+H, LL Comb Run CO 0.406 0.251 0.90 0.921 1.00 1.00 1.00 1.00 1.00 21.88 0.201 0.251 0.90 1.000 1.00 1.00 1.00 1.00 1.00 11.77 1.000 1.00 1.00 1.00 1.00 1.00 0.00 808.39 1988.88 434.88 2160.00 0.00 0.00 0.00 4.00 59.97 2.55 59.97 0.00 0.00 0.00 238.50 238.50 0.00 Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: WESTERN FOOD SERVICE Engineer: Phil Van Heyningen Project ID: 247PV16 Project Descr: New RTU replacing Existing RTU SAME CURB with adapter Printed: 2 JAN 2017, 3:04PM Wood Beam Lic. # : KW -06009465 Description : Load Combination Segment Length EXISTING GLULAM ROOF GIRDER (CANTILEVER) Max Stress Ratios File = c:lUsers\PhifSTRUCT-112016PR-11PACIFI-11WESTER-11WESTER-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Licensee : STRUCTURAL PHIL Moment Values Shear Values Span # M V Cd C FN Ci Cr Cm C t CL M fb F'b V fv F'v Length = 29.50 ft 1 0.366 0.226 1.00 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 2209.86 4.00 59.97 265.00 Length = 5.0 ft 2 0.181 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 2400.00 2.55 59.97 265.00 +D+L+H, LL Comb Run (L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.366 0.226 1.00 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 2209.86 4.00 59.97 265.00 Length = 5.0 ft 2 0.181 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 2400.00 2.55 59.97 265.00 +D+L+H, LL Comb Run (LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.366 0.226 1.00 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 2209.86 4.00 59.97 265.00 Length = 5.0 ft 2 0.181 0.226 1.00 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 2400.00 2.55 59.97 265.00 +D+Lr+H, LL Comb Run (*L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.293 0.181 1.25 0.921 1.00 1.00 1.00 1.00 1.00 21.88 .808.39 2762.33 4.00 59.97 331.25 Length = 5.0 ft 2 0.145 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3000.00 2.55 59.97 331.25 +D+Lr+H, LL Comb Run (L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.293 0.181 1.25 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 2762.33 4.00 59.97 331.25 Length = 5.0 ft 2 0.145 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3000.00 2.55 59.97 331.25 +D+Lr+H, LL Comb Run (LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.293 0.181 1.25 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 2762.33 4.00 59.97 331.25 Length = 5.0 ft 2 0.145 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3000.00 2.55 59.97 331.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.936 0.565 1.15 0.921 1.00 1.00 1.00 1.00 1.00 64.41 2,379.82 2541.34 11.48 172.25 304.75 Length = 5.0 ft 2 0.492 0.565 1.15 1.000 1.00 1.00 1.00 1.00 1.00 36.77 1,358.54 2760.00 7.99 172.25 304.75 +D+0.750Lr+0.750L+H, LL Comb Ri 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.293 0.181 1.25 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 2762.33 4.00 59.97 331.25 Length = 5.0 ft 2 0.145 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3000.00 2.55 59.97 331.25 +D+0.750Lr+0.750L+H, LL Comb Ri 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.293 0.181 1.25 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 2762.33 4.00 59.97 331.25 Length = 5.0 ft 2 0.145 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3000.00 2.55 59.97 331.25 +D+0.750Lr+0.750L+H, LL Comb RI 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.293 0.181 1.25 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 2762.33 4.00 59.97 331.25 Length = 5.0 ft 2 0.145 0.181 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3000.00 2.55 59.97 331.25 +D+0.750L+0.750S+H, LL Comb Rt. 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.782 0.473 1.15 0.921 1.00 1.00 1.00 1.00 1.00 53.77 1,986.46 2541.34 9.61 144.18 304.75 Length = 5.0 ft 2 0.409 0.473 1.15 1.000 1.00 1.00 1.00 1.00 1.00 30.52 1,127.62 2760.00 6.63 144.18 304.75 +D+0.750L+0.7505+H, LL Comb Ri 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.782 0.473 1.15 0.921 1.00 1.00 1.00 1.00 1.00 53.77 1,986.46 2541.34 9.61 144.18 304.75 Length = 5.0 ft 2 0.409 0.473 1.15 1.000 1.00 1.00 1.00 1.00 1.00 30.52 1,127.62 2760.00 6.63 144.18 304.75 +D+0.750L+0.750S+H, LL Comb Ri 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.782 0.473 1.15 0.921 1.00 1.00 1.00 1.00 1.00 53.77 1,986.46 2541.34 9.61 144.18 304.75 Length = 5.0 ft 2 0.409 0.473 1.15 1.000 1.00 1.00 1.00 1.00 1.00 30.52 1,127.62 2760.00 6.63 144.18 304.75 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.229 0.141 1.60 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 3535.78 4.00 59.97 424.00 Length = 5.0 ft 2 0.113 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3840.00 2.55 59.97 424.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.229 0.141 1.60 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 3535.78 4.00 59.97 424.00 Length = 5.0 ft 2 0.113 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3840.00 2.55 59.97 424.00 +D+0.750Lr+0.750L+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.229 0.141 1.60 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 3535.78 4.00 59.97 424.00 Length = 5.0 ft 2 0.113 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3840.00 2.55 59.97 424.00 +D+0.750Lr+0.750L+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.229 0.141 1.60 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 3535.78 4.00 59.97 424.00 Length = 5.0 ft 2 0.113 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3840.00 2.55 59.97 424.00 +D+0.750Lr+0.750L+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.229 0.141 1.60 0.921 1.00 1.00 1.00 1.00 1.00 21.88 808.39 3535.78 4.00 59.97 424.00 Length = 5.0 ft 2 0.113 0.141 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.77 434.88 3840.00 2.55 59.97 424.00 +D+0.750L+0.7505+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.562 0.340 1.60 0.921 1.00 1.00 1.00 1.00 1.00 53.77 1,986.46 3535.78 9.61 144.18 424.00 Length = 5.0 ft 2 0.294 0.340 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.52 1,127.62 3840.00 6.63 144.18 424.00 +D+0.750L+0.750S+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.562 0.340 1.60 0.921 1.00 1.00 1.00 1.00 1.00 53.77 1,986.46 3535.78 9.61 144.18 424.00 Length = 5.0 ft 2 0.294 0.340 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.52 1,127.62 3840.00 6.63 144.18 424.00 +D+0.750L+0.7505+0.450W+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: WESTERN FOOD SERVICE Engineer: Phil Van Heyningen Project ID: 247PV16 Project Descr: New RTU replacing Existing RTU SAME CURB with adapter Printed: 2 JAN 2017, 3:04PM Wood Beam Lic. # : KW -06009465 Description : Load Combination EXISTING GLULAM ROOF GIRDER (CANTILEVER) Max Stress Ratios File = caUserslPh 11STRUCT-112016PR-11PACIFI-11WESTER-11WESTER-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Licensee : STRUCTURAL PHIL Moment Values Shear Values Segment Length Span # M V Cd C FN Ci Cr Cm C t CL M ib F'b V fv F'v Length = 29.50 ft 1 0.562 0.340 1.60 0.921 1.00 1.00 1.00 1.00 1.00 53.77 1,986.46 3535.78 9.61 144.18 424.00 Length = 5.0 ft 2 0.294 0.340 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.52 1,127.62 3840.00 6.63 144.18 424.00 +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.562 0.340 1.60 0.921 1.00 1.00 1.00 1.00 1.00 53.77 1,986.46 3535.78 9.61 144.18 424.00 Length = 5.0 ft 2 0.294 0.340 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.52 1,127.62 3840.00 6.63 144.18 424.00 +D+0.750L+0.7505+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.562 0.340 1.60 0.921 1.00 1.00 1.00 1.00 1.00 53.77 1,986.46 3535.78 9.61 144.18 424.00 Length = 5.0 ft 2 0.294 0.340 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.52 1,127.62 3840.00 6.63 144.18 424.00 +D+0.750L+0.750S+0.5250E+H, LL 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.562 0.340 1.60 0.921 1.00 1.00 1.00 1.00 1.00 53.77 1,986.46 3535.78 9.61 144.18 424.00 Length = 5.0 ft 2 0.294 0.340 1.60 1.000 1.00 1.00 1.00 1.00 1.00 30.52 1,127.62 3840.00 6.63 144.18 424.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.137 0.085 1.60 0.921 1.00 1.00 1.00 1.00 1.00 13.13 485.04 3535.78 2.40 35.98 424.00 Length = 5.0 ft 2 0.068 0.085 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.06 260.93 3840.00 1.53 35.98 424.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.50 ft 1 0.137 0.085 1.60 0.921 1.00 1.00 1.00 1.00 1.00 13.13 485.04 3535.78 2.40 35.98 424.00 Length = 5.0 ft ; 2 0.068 0.085 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.06 260.93 3840.00 1.53 35.98 424.00 I Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+S+H (Vertical Reactions Load Combination 1 1.6689 14.173 0.0000 2 0.0000 14.173 +D+S+H -0.5948 1 Support notation : Far left is #1 Values in KIPS Support1 Support2 Support3 0.000 5.000 Overall MAXimum 9.642 21.705 Overall MlNimum 1.869 4.340 +D+H 3.114 7.233 +D+L+H, LL Comb Run ("L) 3.114 7.233 +D+L+H, LL Comb Run (L*) 3.114 7.233 +D+L+H, LL Comb Run (LL) 3.114 7.233 +D+Lr+H, LL Comb Run (*L) 3.114 7.233 +D+Lr+H, LL Comb Run (L*) 3.114 7.233 +D+Lr+H, LL Comb Run (LL) 3.114 7.233 +D+S+H 9.642 21.705 +D+0.750Lr+0.750L+H, LL Comb Run (" 3.114 7.233 +D+0.750Lr+0.750L+H, LL Comb Run (L 3.114 7.233 +D+0.750Lr+0.750L+H, LL Comb Run (L 3.114 7.233 +D+0.750L+0.7505+H, LL Comb Run ("L 8.010 18.087 +D+0.750L+0.750S+H, LL Comb Run (L* 8.010 18.087 +D+0.750L+0.750S+H, LL Comb Run (LL 8.010 18.087 +D+0.60W+H 3.114 7.233 +D+0.70E+H 3.114 7.233 +D+0.750Lr+0.750L+0.450W+H, LL Comb 3.114 7.233 +D+0.750Lr+0.750L+0.450W+H, LL Comb 3.114 7.233 +D+0.750Lr+0.750L+0.450W+H, LL Comb 3.114 7.233 +D+0.750L+0.7505+0.450W+H, LL Comb 8.010 18.087 +D+0.750L+0.750S+0.450W+H, LL Comb 8.010 18.087 +D+0.750L+0.750S+0.450W+H, LL Comb 8.010 18.087 +D+0.750L+0.750S+0.5250E+H, LL Comb 8.010 18.087 +D+0.750L+0.750S+0.5250E+H, LL Comb 8.010 18.087 +D+0.750L+0.750S+0.5250E+H, LL Comb 8.010 18.087 +0.60D+0.60W+0.60H 1.869 4.340 +0.60D+0.70E+0.60H 1.869 4.340 D Only 3.114 7.233 Lr Only, LL Comb Run (*L) Lr Only, LL Comb Run (L") Lr Only, LL Comb Run (LL) L Only, LL Comb Run ("L) L Only, LL Comb Run (L') Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: WESTERN FOOD SERVICE Engineer: Phil Van Heyningen Project ID: 247PV16 Project Descr. New RTU replacing Existing RTU SAME CURB with adapter Printed: 2 JAN 2017, 3:04PM Wood Beam File = c:Users\Phi\\STRUCT-111A16PR-APACIFI-11WESTER-11WESTER-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Lic. # : KW -06009465. Description : EXISTING GLULAM ROOF GIRDER (CANTILEVER) Vertical Reactions Support notation : Far left is #1 Licensee : Values in KIPS Load Combination Support 1 Support 2 Support 3 L Only, LL Comb Run (LL) S Only W Only E Only H Only 6.528 14.472 Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: WESTERN FOOD SERVICE Engineer: Phil Van Heyningen Project ID: 247PV16 Project Descr: New RTU replacing Existing RTU SAME CURB with adapter Printed: 2 JAN 2017, 2:33PM IBC 2015 1609.6 Alternate AII-Heights Wind Lic. # : KW -06009465 Description : RTU 1 Analytical Values File = c:lUserslPhirSTRUCT-112016PR-11PACIFI-11WESTER-11WESTER-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Licensee : STRUCTURAL PHIL Calculations per IBC 2015 1609.6 User verified these IBC 2015 AII-Heights Wind Method Limitations 1609.6.1 (1): 1609.6.1 (2) : 1609:6.1 (3) : 1609.6.1 (4) : 1609.6.1 (5) : 1609.6.4.1 : Total Height <= 75 ft with (Height / Least Width) <= 4 -or- Fundamental frequency >= 1 hertz Not sensitive to dynamic effects Site not affected by channeling/buffeting from upwind items Simple diaphragm building per ASCE 7-05 Sec 26.2 Aware of ASCE 7 provisions for open buildings, multispan gable roofs, stepped roofs, sawtooth roofs, domed roofs, roofs with slopes > 45 deg, solid free standing walls & signs. Aware of need to check torsion per ASCE 7 Fig. 27.4-8 MWFRS Table per IBC 2015 1609.6.2, Section 1 Analytical Values . , . Exposure Category, ASCE 7-10 Sect 26.7.3 Exposure B Mean Roof Height 14.0 ft Topographic Factor per ASCE 7-10 Sec 26.8.2 K1 = 0.250 K2 = 0.20 K3 = 0.80 Force Kzt to 1.0 per ASCE 7-10 26.8.2 No Topographic Factor Kzt = (1+K1*K2*K3)^2 = 1.082 V : Basic Wind Speed 110.0 mph per ASCE 7-10 26.5.1 WINDWARD WALLS & PARAPETS Kz based on ibc 2015 1609.6.4.2 Item 1 Height Kz Design Pressure P = 0.00256 VA2 K net Kzt WALLS PARAPETS psf 0-15' 20' 25' 30' 40' 50' 60' 70' 80' 90' 100' LEEWARD & SIDEWALLS Enclosed Partially Enclosed +Internal -Intemal +Internal -Intemal 0.570 8.22 13.95 2.10 20.07 0.620 8.94 15.18 2.29 21.83 0.660 9.52 16.15 2.43 23.24 0.700 10.09 17.13 2.58 24.64 0.760 10.96 18.60 2.80 26.76 0.810 11.68 19.83 2.99 28.52 0.850 12.26 20.81 3.14 0.890 12.83 21.78 3.28 0.930 13.41 22.76 3.43 0.960 13.84 23.50 3.54 0.990 14.27 24.23 3.65 29.93 31.33 32.74 33.80 34.85 Enclosed Partially Enclosed +Intemal -Intemal +Internal -Intemal Enclosed Partially Enclosed 24.46 26.61 28.33 30.04 32.62 34.76 36.48 38.20 39.91 41.20 42.49 24.46 26.61 28.33 30.04 32.62 34.76 36.48 38.20 39.91 41.20 42.49 Kz based on IBC 2015 1609.6.4.2 Item 2 Leeward Wall Side Wall Parapet Wall : Leeward 0.570 -9.75 -12.61 Both Directions -4.01 -15.86 -6.69 -18.54 -16.25 Both Directions 2.10 0.76 -16.25 Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: WESTERN FOOD SERVICE Engineer: Phil Van Heyningen Project ID: 247PV16 Project Descr: New RTU replacing Existing RTU SAME CURB with adapter Printed: 2 JAN 2017, 2:33PM IBC 2015 1609.6 Alternate AII-Heights Wind Lic. # : KW -06009465 Description : RTU File = caUsers\PhilISTRUCT-112016PR-11PACIFI-11WESTER-11WESTER-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31 Licensee : STRUCTURAL PHIL MWFRS per IBC 2015 Table 1609.6.2 Section 1 Kz per IBC 2015 1609.6.4.2 Item 2 = 0.570 WIND PERPENDICULAR TO RIDGE Design Pressure P = 0.00256 VA2 Kz net Kzt psf Leeward Roof or Flat Roof Windward Roof Slopes Slope < 2:12 (10 deg) Enclosed Partially Enclosed +Internal -Intemal +Internal -Intemal -12.61 -6.69 -18.54 -0.76 Slope < 4:12 (18 deg) Slope < 5:12 (23 deg) Slope < 6:12 (27 deg) Slope < 7:12 (30 deg) Slope < 9:12 (37 deg) Slope < 12:12 (45 deg) WIND PARALLEL TO RIDGE Condition 1 Condition 2 Condition 1 Condition 2 Condition 1 Condition 2 Condition 1 Condition 2 Condition 1 Condition 2 Condition 1 Condition 2 -20.83 -15.10 -5.35 0.38 -13.95 -8.03 -0.96 4.78 -11.08 -5.35 0.57 6.50 -8.98 -3.06 1.15 7.07 -7.07 -1.15 1.34 7.07 -5.16 0.76 2.68 8.41 -26.95 -11.47 -19.88 -7.07 -17.20 -5.54 -14.91 -4.78 -13.00 -4.78 -11.08 -3.44 -8.98 6.50 -2.10 10.89 0.76 12.42 2.87 13.00 -4.97 13.19 6.69 14.53 2.68 8.41 -3.44 14.53 All slopes including Flat Roofs MWFRS per IBC 2015 Table 1609.6.2 -20.83 -15.10 -26.95 -8.98 Description Non -Building Type LENNOX RTU Z, Ht. Above Ground Level, ft Square - Wind Normal 17.00 Design Pressure P = 0.00256 VA2 K C K z net zt Relavent Ratio Kz h/D Ratio 1.30 0.59 Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Printed: 2 JAN 2017,12:09PM Project Title: WESTERN FOOD SERVICE Engineer: Phil Van Heyningen Project ID: 247PV16 Project Descr: New RTU replacing Existing RTU SAME CURB with adapter ASCE Seismic Demands on Nonstructural Com onente ENERCALC, INC. 1983-2016, Build:6.16.10.31, Ver:6.16.10.31\ TRUCT-112016PR-11PACIFI-11WESTER-11WESTER-1.EC6 Lic. # : KW -06009465 Licensee : STRUCTURAL PHIL WIND IS INCLUDED ON THIS SHEET Seismic Demands on Nonstructural Components per ASCE 7-10 Section 13.3.1 and 13.4.1 _ h = 14.0 ft SDs = 0.9610 Description : NEW LENNOX 686 LB ap = 2.50 W P 686.0( Fp Upper Limit = 1,054.79 Fp Lower Limit = 197.77 z = 16.00ft Rp = Fp Calc'd : Components = Connections = 6.00 I p = 1.00 z/h : Actual = 1.14 z/h Design = 1.00 329.62 Fp DESIGN : Components = 329.62 329.62 Connections = 329.62 Description : CURB ADAPTER ap = 2.50 W P 96.00 z= 15.00 ft R p= Fp Upper Limit = 147.61 Fp Calc'd : Components = Fp Lower Limit = 27.68 Connections = 6.00 I p = 1.00 z/h : Actual = 46.13 Fp DESIGN : Components 46.13 Connections 1.07 z/h Design = 1.00 = 46.13 = 46.13 a W: Z RP: IP: Component amplification factor, Table 13.5-1 or Table 13.6-1 Component operating weight Height of point of attachment Component response modification factor (Table 13.5-1 or Table 13.6-1) Component importance factor (Section 13.1.3) Fp - Calc'd Fp - Upper Fp - Lower Fp - Design COMPARE TO WIND PRESSURE/FORCE ON UNIT: : Calculated Fp, Eq (13.3-1), Same units as Wp : Upper Limit on Fp, Eq (13.3-2) ,(Same units as Wp : Lower Limit on Fp, Eq (13.3-3), Same units as Wp : Fp for design purposes, Same units as Wp Fh = qh * (GCr) ) * Ah qh = 19.66 psf GCr = 1.9 for roof top mounted units on buildings less than 60' tall Ah = 83" X39"/(144"/') = 22.5 s.f. Fh = 19.66*1.9*22.5 = 840.5 lb ` WIND PRESSURE WIND CONTROLS DESIGN OF HOLDOWN AND SHEAR ATTACHMENT OVERTURNING MOMENT, OTM = (840.51b)(39"/2) = 16,390 ib -in Resisting Moment = 686 Ib * (0.9) * (41"/2) =12,6571b -in Net OTM = 16,390 - 12,657 = 3,733 Ib -in multiply by 1.5 for S.F. = 5,600 Ib -in HOLDOWN FORCE NEEDED = 5,600 Ib -in / 41" (narrow width of new unit) = 137 lb HOLDOWN FORCE AT ATTACHMENT OF TRANSITION CURB (12" HIGH) TO EXISTING CURB = 162% OF NET OTM / 45.5" (slightly wider)=1991b. SO.... ONLY ONE (1) #10 SCREW IS REQUIRED TO PROVIDE THIS ATTACHMENT FOR 18 GAGE SHEET METAL, BUT SPECIFY #10 HWH SELF -DRILLING SCREWS @ 12"oc ALL FOUR SIDES, BOTH UNIT TO TRANSITION CURB AND TRANSITION CURB TO EXISTING CURB. e�T CORD COPY ') PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0001 PROJECT NAME: WESTERN FOODS DATE: 01/04/17 SITE ADDRESS: 641 INDUSTRY DR X Original Plan Submittal _ Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: p0 010 1\y Building Division IN Public Works ate Fire Prevention Structural 0111 Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/05/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/02/17 Approved Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 1211g/2013 PACIFIC AIR CONTROL INC Home Espanol Contact Safety & Health Claims & Insurance Washington State Department o1' kj Labor & Industries Search L&I Page 1 of 2 ARCH A-1 Index help My L&I Workplace Rights Trades & Licensing PACIFIC AIR CONTROL INC Owner or tradesperson Principals RUTTAN, GARY JAMES, PRESIDENT CRAWFORD, LARRY C, SECRETARY (End: 10/05/2011) Doing business as PACIFIC AIR CONTROL INC WA UBI No. 601 298 907 1916 220TH ST SE STE 101 BOTHELL, WA 98021-8427 206-682-6393 SNOHOMISH 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 HeatingNent/Air-Conditioning and Refrig (HVAC/R) License no. PACIFAC230P8 Effective — expiration 10/28/1977— 10/01/2017 Bond TRAVELERS CAS & SURETY Bond account no. 104920215 $6,000.00 Received by L&I Effective date 05/09/2007 05/26/2007 Expiration date Until Canceled Insurance .............................. PHOENIX INSURANCE COMPANY THE $1,000,000.00 Policy no. 4TC07314N491PHX09 Received by L&I Effective date 06/02/2016 07/01/2010 Expiration date 07/01/2017 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ............... No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601298907&LIC=PACIFAC230P8&SAW= 1/11/2017 PACIFIC AIR CONTROL INC No L&I tax debts are recorded for this cont r license during the previous 6 year period, but som is may be recorded by other agencies. - License Violations ....................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 378,249-03 ................................. Doing business as PACIFIC AIR CONTROL INC Estimated workers reported Quarter 3 of Year 2016 "51 to 75 Workers" L&I account representative T4 / JULIE SUR (360)902-4825 - Email: SURJ235@Ini.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. 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Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601298907&LIC=PACIFAC230P8&SAW= 1/11/2017 S12"X104 S A AC ACH ACT AD ADD'L AFF AFG AHU ALUM AMP/AMPS AP ARCH BC BDD BF BHP BLDG BOD BOP BOT BS BTU BTUH CAP CBD CC CD CDWR CDWS C FM CHWR CHWS CLG COL CONC COND CONN CONT CONTR COORD COP CT CU CW DB DDC DEFL DEG DIA DMPR DN DOAS DWG EXH EA EAT EC EER EF EFF EL ELEC/ELECT EMCS ENT EQUIP ESP EWT EXIST EXH F FAC FD FDC FF AC FIO FLA FLEX FLR FOB FOIC FOS FOT FP FPM FSD FT FUT FV G GA GALV GC GPM GRD GWB HD HORIZ HP HR HSPF HT HWTG HWR HWS HX HZ MECHANICAL ABBREVIATIONS AMPS AIR CONDITIONING AIR CHANGES PER HOUR ACOUSTICAL CEILING TILE ACCESS DOOR ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM AMPERAGE ACCESS PANEL ARCHITECT BEADED COLLAR BACKDRAFT DAMPER BELOW FLOOR BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BIRD SCREEN / BLACK STEEL BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CAPACITY CALIBRATED BALANCING DAMPER CONTROLS CONTRACTOR CEILING DIFFUSER/CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING COLUMN CONCRETE CONDENSATE CONNECT/CONNECTED/CONNECTION CONTINUOUS/CONTINUATION CONTRACTOR COORDINATE COEFFICIENT OF PERFORMANCE COOLING TOWER CUBIC/CONDENSER UNIT DOMESTIC COLD WATER/CONDENSER WATER DUCTBOARD/DRY BULB/DECIBEL DIRECT DIGITAL CONTROL DEFLECTION DEGREE/DEGREES DIAMETER DAMPER DOWN DEDICATED OUTSIDE AIR SYSTEM DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE/END CAP/ELEC CONTRACTOR ENERGY EFFICIENT RATING EXHAUST FAN EFFICIENCY ELEVATION ELECTRICAL/ELECTRIC ENERGY MANAGEMENT CONTROL SYSTEM ENTERING EQUIPMENT EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING EXHAUST FAHRENHEIT FIRE ALARM CONTRACTOR FIRE DAMPER FIRE DEPARTMENT CONNECTION FINISHED FLOOR FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FULL LOAD AMPS FLEXIBLE FLOOR FLAT ON BOTTOM FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FIRE/SMOKE DAMPER FOOT/FEET FUTURE FACE VELOCITY GRILLE GAUGE/GALLON GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GRILLE/REGISTER/DIFFUSER GYPSUM WALL BOARD HEAD HORIZONTAL HORSEPOWER HOUR HEATING SEASONAL PERFORMANCE FACTOR HEIGHT HIGH WALL TRANSFER GRILLE HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER HERTZ BC CW D E EER MC N N WG PLV KW LAT LB/LBS LF/LIN FT LPG LPS LVG LWA LWG LWT MAX MAU MBH MCA MD MFR MISC MIN MPS MT MTD MUW NA NC NG/NGAS NIC NO NPW N -R OA/OSA OBD OD PCF PD PH POC P/PRESS PSI PSIG QTY R RA RD/RND REF REQ RESID RF RG RL RPM RS S SA SAT SD S/D S_C SEER SENS SL SM SPEC SO SOG SP SF SS STRUC TA TEMP TBD TOD TOS TOT TSP TSTAT TYP UH UNO V VD VEL VERT VFD VOL W WB WG W/ W/O W/SF WSEC NTERNATIONAL BUILDING CODE NDUSTRIAL COLD WATER NSIDE DIAMETER/DIMENSION NVERT ELEVATION NTEGRATED ENERGY EFFICIENCY RATIO NTERNATIONAL MECHANICAL CODE NCHES NCHES WATER GAUGE NTEGRATED PART LOAD VALUE KILOWATTS LEAVING AIR TEMPERATURE POUND/POUNDS LINEAL FOOT/FEET LIQUID PROPANE GAS LOW PRESSURE STEAM LEAVING SOUND POWER RATING LEVEL (IN DB) LOW WALL GRILLE LEAVING WATER TEMPERATURE MAXIMUM MAKE UP AIR UNIT 1000 BRITISH THERMAL UNITS/HOUR MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MANUFACTURER MISCELLANEOUS MINIMUM/MINUTE MEDIUM PRESSURE STEAM MOUNT MOUNTED MAKE-UP WATER NOT APPLICABLE NORMALLY CLOSED/NOISE CRITERIA NATURAL GAS NOT IN CONTRACT NORMALLY OPEN/NUMBER NON -POTABLE WATER NON-RESIDENTIAL OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIAMETER/DIMENSION POUNDS PER CUBIC FOOT PRESSURE DROP PHASE POINT OF CONNECTION PRESSURE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QUANITY RETURN GRILLE/RELOCATED/RETURN RETURN AIR ROUND REFERENCE REQUIRED RESIDENTIAL RELIEF REFRIGERANT DISCHARGE GAS REFRIGERANT LIQUID REVOLUTIONS PER MINUTE REFRIGERANT SUCTION SUPPLY SUPPLY AIR SATURATION/SUPPLY AIR TEMPERATURE SMOKE DETECTOR SLIP & DRIVE CONNECTION SEATTLE _ CODE SEASONAL ENERGY EFFICIENCY RATING SENSIBLE SOUND LINED SHEETMETAL SPECIFICATION SCREENED OPENING SLAB ON GRADE STATIC PRESSURE SQUARE FEET STAINLESS STEEL STRUCTURAL TRANSFER AIR TEMPERATURE/TEMPORARY TO BE DETERMINED TOP OF DUCT TOP OF STEEL/TOP OF SLAB TOTAL TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLT VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VOLUME WRAPPED DUCT WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT WASHINGTON STATE ENERGY CODE MECHANICAL LEGEND -10"X10"f 1-io"xio"N t10"X10"© fin101,/ S 12"XlO"� tJ 0 161TT I RECT SUPPLY AIR DUCT UP/TOWARD RECT SUPPLY AIR DUCT DN/AWAY RECT EXHAUST OR RETURN DUCT UP/TOWARD RECT EXHAUST OR RETURN DUCT DN/AWAY ROUND DUCT - UP/TOWARD ROUND DUCT - DN/ AWAY FLATOVAL DUCT - UP/ TOWARD FLATOVAL DUCT - DN/ AWAY DUCT OVERLAP t o t BOOT TAP 10"01 I 10"0t a RD t I , l> (S) ti --1\r> 45° TAP VOLUME DAMPER CALIBRATED BALANCING DAMPER RISE(R) & DROP(D) TRANSITION TURNING VANES/SPLITTERS DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW (FORCED AIR) 6 X1 rODSL COMBINATION FSD FIRE DAMPER SMOKE DAMPER MOTOR OPERATED DAMPER ACCESS DOORS SOUND TRAP FLEX CONNECTION ACOUSTICALLY LINED DUCT OD = OUTSIDE DIMENSIONS SL = SOUND LINING (THICKNESS) FABRIC DUCT CLEARANCE SUPPLY AIR DIFFUSER (WITH CORE BLANKOFF) CEILING RETURN, TRANSFER OR EXHAUST AIR GRILLE SLOTTED DIFFUSER (PLAN VIEW) CD/2\ REVISION CLOUD & TRIANGLE ##0 ROUND DUCT SYMBOL ##X##FLATOVAL DUCT SYMBOL DEGREES SYMBOL S POINT OF CONNECTION GRD TAG IDENTIFIER = TYPE -CFM SIZE CD1-100 8"0 Q T'STAT/TEMP SENSOR �H HUMIDITY SENSOR 0 SMOKE DETECTOR sP STATIC PRESSURE SENSOR (�o OCCUPANCY SENSOR CARBON DIOXIDE SENSOR 0 CARBON MONOXIDE SENSOR ()SENSOR EXISTING DUCTWORK DEMO DUCTWORK 2 2 d4 2 2 ® 2 2-CHWS /CHWR-S 2- RL/RS-S Z--- NG s 2- LPG -5 2-CDWS /CDWR-S 2-HWS/HWR-5 COND -5 Z- FOV s 2-FOS/FOR-5 2- RDG -5 WALL -MOUNTED GRILLE PIPE ELBOW UP PIPE ELBOW DN DIRECTION OF FLOW DIRECTION OF SLOPE DOWN PLUG OR CAP PRESS REDUCING ASSEMBLY SOLENOID VALVE PUMP CHILLED WATER SUPPLY/RETURN REFRIGERANT LIQUID/SUCTION NATURAL GAS LIQUID PROPANE GAS CONDENSER WATER SUPPLY/RETURN HEATING WATER SUPPLY/RETURN CONDENSATE FUEL OIL VENT FUEL OIL SUPPLY/RETURN REFRIGERANT DISCHARGE GAS MECHANICAL GENERAL NOTES 1. WORK SHALL CONFORM TO APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2015 IBC, 2015 WSEC, & 2015 IMC. WITH WASHINGTON STATE AMENDMENTS 2. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNO. 3. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. 4. VERIFY EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. I\OTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNO. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DUCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2" CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE OUTSIDE DIMENSIONS BEFORE SOUND LINING HAS BEEN ACCOUNTED FOR (SOUND LINING ® 1", UNO) 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY VENTS, STREETS, LOADING DOCK, NEIGHBORING LOT LINES & FUEL BURNING EQUIPMENT OR 3 FEET BELOW OR 25' ABOVE ANY CONTAMINANT SOURCE WITHIN 10 FEET. 11. ALL AIR ECONOMIZERS SHALL BE CAPABLE OF THE FOLLOWING PER C403.3.1 & C403.2.4.7: - 0% TO 100% OF THE DESIGN SUPPLY AIR WITH FAULT DEECTION & DIAGNOSTIC REPORTING. - CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. - INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE CLASS 1 AND EQUIPPED WITH MOTORIZED (OR GRAVITY PER EXCEPTIONS IN C403.2.4.3) DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE, UNO FOR SMOKE CONTROL SYSTEM OPERATION 13. THE CONTROL SYSTEM SHALL MEET C403 AND BE PROGRAMMABLE, CAPABLE OF BEING SET FOR DIFFERENT DAY TYPES PER WEEK, DEADBAND SETTING OF AT LEAST 5°F (10°F FOR RESIDENTIAL), BETWEEN THE HEATING AND COOLING SETPOINTS AND SETBACK TEMPERATURES WITH OPTIMAL START CONTROL. CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE OF VARYING FLOWS AND RESETTING SUPPLY AIR & WATER TEMPERATURES BY REPRESENTATIVE BUILDING LOADS WHERE REQUIRED IN C403.4. 14. WHERE REQUIRED BY C408, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS. A PRELIMINARY COMMISSIONING REPDRT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. 15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. ALL LIFE SAFETY OR HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN Ip=1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS. REFER TO CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEISMIC HAZARD B. WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17. PROVIDE FIRE AND COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. 18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING >2000 CFM (INCLUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WIT -I A TOTAL SUPPLY >2000 CFM) OR EACH STORY OF RETURN SYSTEMS OVER 15,000 CFM IN A MULTI -STORY INSTALLATION, PER CODE. SMOKE DETECTORS SHALL BE FIC (ELEC) UNO. POWER -WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. VAV BOX (WITH FAN) SHUTDOWN CAN BE THROUGH CONTROLS SYSTEM. 20. MECHANICAL ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. MOTOR EFFICIENCIES TO MEET OR EXCEED CODE MINIMUM. 22. FOR ALL "SEALED AIR TIGHT" OR PRESSURIZED SHAFTS/ROCMS, THE FOLLOWING SHALL OCCUR: -ALL VERTICAL JOINTS & CORNERS SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). -ANY FLOOR DECKING PERPENDICULAR TO THE CONSTRUCTION SHALL BE CAULKED (BY GC). FILLING WITH ROCK WOOL IS NOT ACCEPTABLE. - ANY PENETRATIONS OF THE CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ...) SHALL BE SEALED ON BOTH SIDES -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS AND THRESHOLD SWEEPS, AND OPEN AGAINST THE DIRECTION OF PRESSURE. - USE SECTION 909.5 OF THE 2012 IBC FOR MAX ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. 23. ALL ADHESIVES, SEALANTS, PAINTS AND COATINGS USED DURING THE INSTALLATION/FINISH WORK SHALL MEET THE LEED REQUIREMENTS FOR IEQ. 24. MAXIMUM STANDARD LENGTH OF FLEXIBLE DUCT SHALL BE '2 FEET; UP TO 25' MAXIMUM LENGTH IS ACCEPTABLE IF; REFERDTOTINSTALLATION TESTED NOT SUPPORT REQ")U REMENTS.FLEX BLED CTEFLAMEBSPREADMRATINGI SIZE 8c 250 NOTNSMOKE 235° ELOPEDLRATING SHALL BE < 50. USE THERMAFLEX MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. 25. ELECTRICAL METERING OF SYSTEMS AS REQUIRED BY ENERGY CODE SECTION C409 IS BY ELECTRICAL. THE ELECTRICAL DESIGN & CONTRACTOR TEAM WILL FURNISH THE NECESSARY ELECTRICAL DISTRIBUTION AND METERING COMPONENTS - SEE ELECTRICAL DRAWINGS. THE MECHANICAL CONTRACTOR WILL FURNISH A BUILDING MANAGEMENT SYSTEM CAPABLE OF COLLECTING AND STORING THE INFORMATION WITH A VISIBLE DISPLAY/NOTIFICATION READILY ACCESSIBLE TO OPERATION AND MANAGEMENT PERSONNEL AS REQUIRED. MINIMUMDUCT INSULATION LAST UPDATED 07/11/16 DUCT TYPE DUCT LOCATION (IN HEATED AND MECHANICALLY COOLED DUCT SYSTEM) INSULATION R -VALUE REMARKS SUPPLY & RETURN NOT WITHIN CONDITIONED SPACE: OUTSIDE BUILDING R-8 1,2,3 OUTSIDE AIR WITHIN CONDITIONED SPACE: INSIDE BUILDING SEE NOTES 4 & 5 1,2,3,4,5 SUPPLY & RETURN NOT WITHIN CONDITIONED SPACE: INSIDE BUILDING R-6 1,2 SUPPLY AIR <55° OR >105° WITHIN CONDITIONED SPACE R-3.3 1,2 .2.8 FOR FURTHER REQUIREMENTS &ALSO R403 FOR RESIDENTIAL INSTALLATIONS 2 INSULATED COOLED DUCTS REQUIRED A VAPOR RETARDER (PERK < 0.5) AND SEALED JOINTS 3 WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS 4 INSULATE OUTSIDE AIR DUCTS TO BUILDING EXTERIOR WALL LEVEL PER ENERGY CODE SECTION: C403.2.8.1 UNTIL CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (AND 2' THICK INSULATION MIN. TO PREVENT CONDENSATION ON DUCTS IN PLENUM UP TO THE F -EATING OR COOLING EQUIPMENT) 5 R-7 CAN BE USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND <2,800 CFM SUPPLY AIR MINIMUM I E INSULATIONLAST UPDATED: 07/11/16 FLUID DESIGN OPERATING TEMP °F INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (INCH) CONDUCTIVITY RANGE MEAN TEMP RATING °F <1 1 TO <1-1/2 1-1/2 TO <4 4 TO <8 >8 HEATING SYSTEMS (STEAM, CONDENSATE, HYDRONIC HOT WATER, DOMESTIC HOT WATER & RECIRC) >350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 2.01-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 105-140 0.21-0.28 100 1.0 1.0 1.5 1.5 1.5 DOMESTIC COLD WATER AND HORIZONTAL RAIN LEADERS TO FIRST VERTICAL RAIN LEADER (TO PREVENT CONDENSATION) N/A 0.21-0.27 75 0.5 0.5 0.5 0.5 0.5 COOLING SYSTEMS (CHILLED WATER, BRINE AND REFRIGERANT, WATERSIDE ECONOMIZER SYSTEMS)** 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 <40 0.20-0.26 75 0.5 1.0 1.0 1.0 1.5 NOTE: * NOT REQUIRED FOR STRAINERS, CONTROL VALVES & BALANCING VALVES ASSOCIATED WITH PIPING 1" OR LESS IN DIA. ** TYPICAL CONDENSER WATER PIPE IN NON -ECONOMIZER SYSTEMS IS NOT INSULATED SEE R403 FOR RESIDENTIAL INSTALLATIONS. DRAWING INDEX SHEET NO. SHEET TITLE CURRENT REVISION M0.00 LEGEND, ABBREVIATIONS, GENERAL NOTES, & SHEET INDEX - HVAC M2.O1D GROUND FLOOR DEMO PLAN - HVAC M2.01 GROUND FLOOR PLAN - HVAC at. T .n"I i. R.,,sL` ,_...,.. • Pt ?U�'.`� 0 Mccl?an'ca( Li.Ct :,.,,,t�c al Plumbing l2 Gas Piping City of T� �':rn.;la oN APN NUMBER 000300-0049 LEGAL DESCRIPTION FOSTER STEPHEN - DC #38 POR OF DC LY NELY OF PS E RY R/W & NELY ELY & SELY OF FOLG DESC LN - BEG AT NXN OF ELY LN OF PS E RY R/W & NLY MGN OF FOSTER ST PROD ELY TH N 49-11-08 E 51.59 FT TH S 75-02-50 E TO C/L OF FOSTER ST PROD ELY TH NELY ALG SD C/L TO BANK OF GREEN RIVER 65th St 4 j , o1 513 rh St 5 110th St 5156th $1 C v Foster Ill 5 t'i $14.411 -,St Goff s MONS N▪ o chanties she!! be rnadaatrOhe scope of work without prior approval of Ttikwta aktgial Divisid'n,. NOT:: Revisiono ,viii rc quira a new pierzsubmittai ^ rnrr)/ in ;;{:�� af'crtiol-RAptan review fees �s Billy Baoei s LP s C �s. cy _. i at'r�dY r� "fit tom, Black Barer Forest - ^'t'lhc 81vd --� SStq 5 1561 $1 .5 For! Dent Pork SW Sumer 6.41 SW lth St x SW 16th oN o� VICINITY MAP Q 2 NO SCALE y' T 5'14°1'2 RECEIVED CITY OF TUKWILA JAN 11 2011 PERMIT CENTER ISSUE FOR PERMIT i` Hermanson Building Today, Defining Tomorrow Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ BILLY BAROO'S HEATER 13500 INTERURBAN AVE S TUKWILA, WA 98168 .hiect to errors and \p 3 -oval E. 'te violation of Elny adopted code o; ordinance. f approved Fieid Copy and conditions iss1::'.; ' 1: By: Date: City of Tukwila Revisions 12/29/16 MIG ISSUE FOR PERMIT No. Date By Description Design Design Team MIG Drawn KDE Checked DN Project Number 14-16-09976 Issue Date 12/29/16 LEGEND, ABBREVIATIONS, GENERAL NOTES & SHEET INDEX - HVAC REVIEWED FOR CODE COMPLIANCE APPROVED A A J City of Tukwila BUILDING DI'i; ;;: M0. 00 1/////////1/� //////////// DF -1 M P PARTIAL GROUND FLOOR DEMO PLAN - HVAC 2Uv,x SCALE: NOT TO SCALE 6 AYd, GAS FIRED DUCT FURNACE - DEMO UNIT LAST UPDATED: 12/28/16 UNIT TAG LOCATION SERVES BASIS OF DESIGN (OR EQUAL) CFM RANGE INPUT BTUH OUTPUT BTUH NG CONN INCH DELIVERY PRESS IN WG ELECTRICAL WEIGHT LBS REMARKS FLA V/PH DF -1 OUTDOOR MECHANICAL ENCLOSURE RESTAURANT MODINE HFG400 400,000 320,000 3/4 7-14 0.4 115/1 1 REMARKS: 1 DEMO EXISTING UNIT AREA OF WORK SCALE: NOT TO SCALE RECEIVED CITY OF TUKWILA JAN 11 2017 PERMIT CENTER ISSUE FOR PERMIT Hermanson Building Today, Defining Tomorrow Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACL005BJ BILLY BAROO'S HEATER 13500 INTERURBAN AVE S TUKWILA, WA 98168 Revisions 12/29/16 MIG ISSUE FOR PERMIT No. Date By Description Design Design Team MIG Drawn KDE Checked DN Project Number 14-16-09976 Issue Date 12/29/16 GROUND FLOOR DEMO PLAN - HVAC REVIEWED FOR CODE COMPLIANCE JAN 17 2017 City of Tukwila I UILD. G D VI>iC. 1 i DF -1 0 H O M P 1- H PARTIAL GROUND FLOOR PLAN - HVAC SCALE: NOT TO SCALE GAS FIRED POWER -VENTED DUCT FURNACE - REPLACEMENT UNIT LAST UPDATED: 12/28/16 UNIT TAG LOCATION SERVES BASIS OF DESIGN (OR EQUAL) CFM RANGE INPUT BTUH OUTPUT BTUH NG CONN INCH DELIVERY PRESS IN WG ELECTRICAL FLA V/PH WEIGHT LBS REMARKS DF -1 OUTDOOR MECHANICAL ENCLOSURE RESTAURANT REZNOR RP -400 3275-5895 400,000 320,000 3/4 7- 14 1.9 115/1 361 1-7 REMARKS: 1 UNIT PROVIDED WITH A 24V CONTROLS, SPARK IGNITION, ALUMINIZED HEAT EXCHANGER, SINGLE STAGE HEAT 2 ELECTRICAL WIRING AND DISCONNECT, AS NEEDED, BY ELECTRICAL CONTRACTOR 3 THE FURNACE INCLUDES INTEGRAL POWER VENT SYSTEM THAT COMBINES METERED COMBUSTION AIR , DILUTES FLUE PRODUCT AND ELIMINATES NEED FOR VENT CAP 4 UNIT IS CERTIFIED WITH ANSI Z83.8, CQS, CGA 2.6 5 RECONNECT TO EXISTING DUCTWORK AND UTILITIES 6 INSTALL PER MANUFACTURER INSTALLATION MANUAL 7 FOR TRADE COORDINATION SEE APROVED SPECS DESIGN NOTE: 0 DEMO EXISTING DUCT FURNACE AND REPLACE WITH NEW UNIT OF THE SAME HEATING CAPACITY. SEE SCHEDULE FOR DETAILS. UNIT IS MOUNTED ON THE EXISTING CONCRETE SLAB. AREA OF WORK KEY PLAN 0 L H _ SCALE: NOT TO SCALE 00041 CITY QF TUKWILA JAN 11 2017 PERMIT CENTER ISSUE FOR PERMIT Hermanson Building Today, Defining Tomorrow Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ BILLY BAROO'S HEATER 13500 INTERURBAN AVE S TUKWILA, WA 98168 Revisions 12/29/16 MIG ISSUE FOR PERMIT No. Date By Description Design Design Team MIG Drawn KDE Checked DN Project Number 14-16-09976 Issue Date 12/29/16 GROUND FLOOR PLAN - HVAC REVIEWED FOR CODE COMPLIANCE APPROVED JAN 17 2.011 City of Tukwila BUILDING DIVISION