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Home My WebLink AboutPermit M18-0116 - SOUTHCENTER SOUTH - SPLIT SYSTEMS AND DUCTWORKSOUTHCENTER SOUTH 18360 OLYMPIC AVE S M18-0116 Parcel No: Address: Project Name: City of Tukwila f Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 7888900155 Permit Number: M18-0116 18360 OLYMPIC AVE S SOUTHCNETER SOUTH Issue Date: 9/26/2018 Permit Expires On: 3/25/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: RREEF CPIF OLYMPIA PROP LLC 222 S RIVERSIDE PLAZA 26TH F , CHICAGO, WA, 60606 DAVID DENISIUK 1916 220 ST SE - SUITE M101, BOTHELL, WA, 98021 PACIFIC AIR CONTROL INC 1916 220TH ST SE, STE 101, BOTHELL, WA, 98021 PACIFAC230P8 !II Phone: (206) 396-0182 Phone: (206) 682-6393 Expiration Date: 10/1/2019 DESCRIPTION OF WORK: REMOVE (30 OLD SPLIT SYSTEMS AND DUCTWORK, AND REPLACE WITH (10 NEW 5 TON UNIT AND NEW DUCTWORK. Valuation of Work: $18,200.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $450.68 Electrical Service Provided by: PUGET 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature:W! 'tI 117/101 Date: q lic 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 th's permit. Signature: Print Name: Date: //ZAD 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: Readily accessible access to roof mounted equipment is required. 2: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 3: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 4: 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). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL • CITY OF TUKW Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. M ( ' 011 Project No. Date Application Accepted: q I) - e Date Application Expires: 3 2- f (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: Site Address: 18360 Olympic Ave S Suite Number: Floor: 1 Tenant Name: South Center South PROPERTY OWNER Name: RREEF CPIF Olympia PROP LLC Address: 20415 72nd Ave S City: Kent State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: David Denisiuk Address: 1916 220th St SE Suite M101 City: Bothell State: WA Zip: 98021 Phone: (206) 396-0182 Fax: Email: davidd@pacificaircontrol.com New Tenant: ❑ Yes ..No MECHANICAL CONTRACTOR INFORMATION Company Name: Pacific Air Control Address: 1916 220th St SE Suite M101 City: Bothell State: WA Zip: 98021 Phone: (206) 682-6393 Fax: (206) 340-2270 Contr Reg No.: PACIFAC230P8 Exp Date: 10/01/2019 Tukwila Business License No.: BUS -0995096 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Remove (3) old split systems and ductwork, and replace with (1) new 5 TON unit and new ductwork. 18,200 Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Tvpe: Electric ❑ Gas Other: H:\Applications\Forms-Applications On Line \2016 Applications\Mechanical Permit Application Revised I-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 11 Floor furnace 1 Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm 11 Evaporator cooler 1 Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 47 dB(A) Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser 11 Thermostat 1 Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) 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-10PM, 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 OR AUTHORI7 D AGENT: Signature: Print Name: Date: Day Telephone: (26 6) m - Ogz /9// 54,-4 mJD/ FO -Aa Mailing Address: City H:\Applications\Forms-Applications On Line \2016 Applications\Mechanical Permit Application Revised I-4-16.docx Revised: January 2016 bh w,1 7gaz1 State Zip Page 2 of 2 ash Register Receipt City. of Tukwila rti DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK a PAID $450.68 M18-0116 Address: 18360 OLYMPIC AVE S Apn: 7888900155 $450.68 MECHANICAL $433.35 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $313.53 PLAN CHECK FEE R000.322.102.00.00 0.00 $86.67 TECHNOLOGY FEE $17.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15385 R000.322.900.04.00 0.00 $17.33 $450.68 Date Paid: Wednesday, September 12, 2018 Paid By: PACIFIC AIR CONTROL INC Pay Method: CHECK 029581 Printed: Wednesday, September 12, 2018 11:15 1 of 1 AM i l t SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit glob a/t PERMtT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ( Type of Inspe/,ton: Address: 1$3 O 0.' ! 14‘03 - Date Called: Special Instructions: Date Wanted A -I -i-19 p.m - Requester: •9J`Ct43 Phone No: 2*'l'SO"3 ° proved per applicable codes. Corrections required prior to approval. OMMENTS: 41cfpias-6-) Date: 4 �� J/� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: a INSP ION NO. INSPECTION RECORD Retain a copy with permit ►?X8-00/� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P 1k.! ` 1 / l/ S TKO of ins�ectTA) i eYl ►1CW Address: 9726 E, r?o 1 [. t / Date Cell d: Special Instructions: CJ (-45#-/ Date Wanted: a t.-- p.m.m`. /Z— � Re ester: rte— — Phone No: W(a--7Ict-0302_ filiApproved per applicable codes. Corrections required prior to approval. COMM pm -4(4 IiUalf anicts Nou„/a Ruli. ttnn ds 'wag 1r.`if-i efbk� (Ritfrcl uktfy) /10/ - Inspector: Date:a 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 IN '� ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pc � :;j ed T e of Inspection: Address:Date ) f3 b apt- n ` 4v .- Iled: Special tnstructio s: e./1 h TVI W C 4e, it6") /394 z g 7 .44 Date Wanted: Cn -�f�q�� P.m. IIter Req L3 7 �'-' PGCE Alk Phone No: - (0 002_ 7 Approved per abpticable codes. LJ Corrections required prior to approval. COMMENTS: Ti2fiel,7-6L_Mte--1-1446:trAL )(-.- r- 77J Inspector. Date: 1/- 5 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Single Packaged Convertible Gas/Electric 14 SEER 4YCC4060A1090A 4YCC4060A111 5A REVIEWED FOR CODE COMPLIANCE APPROVED SEP 19 2018 City of Tukwila BUILDING DIVISION M(&ollb A SAFETY WARNING RECEIVED CITY OF TUKlCLA SEP 11 2018 P !RE II d CEMTER TAG: Only qualified personnel should install and service the equipment. The installation, starting up, and servicing of heating, ventilating, and air-conditioning equipment can be hazardous and requires specific knowledge and training. Improperly installed, adjusted or altered equipment by an unqualified person could result in death or serious injury. When working on the equipment, observe all precautions in the literature and on the tags, stickers, and labels that are attached to the equipment. November 2014 4YCC4060A-SUB-1A-EN 40 Ingersoll Rand SAFETY SECTION Important— This document contains a wiring diagram, a parts list, and service information. This is customer property and is to remain with this unit. Please return to service information pack upon completion of work. A WARNING HAZARDOUS GASES! Exposure to fuel substances or by-products of incomplete fuel combustion is believed by the state of California to cause cancer, birth defects, or other reproductive harm. This warning complies with state of California law, Proposition 65. A WARNING HAZARDOUS VOLTAGE! Failure to follow this Warning could result in property damage, severe personal injury, or death. Disconnect all electric power, including remote disconnects before servicing. Follow proper lockout/tagout procedures to ensure the power cannot be inadvertently energized. A WARNING SAFETYAND ELECTRICAL HAZARD! Failure to follow this Warning could result in property damage, severe personal injury, or death. These servicing instructions are for use by qualified personnel only. To reduce the risk of electrical shock, do not perform any servicing other than that contained in these operating instructions unless you are qualified to do so. ©2014 Trane A CAUTION GROUNDING REQUIRED! Failure to inspect or use proper service tools may result in equipment damage or personal injury. Reconnect all grounding devices. All parts of this product that are capable of conducting electrical current are grounded. If grounding wires, screws, straps, clips, nuts, or washers used to complete a path to ground are removed for service, they must be returned to their origInal position and properly fastened. A WARNING UNIT CONTAINS R -410A REFRIGERANT! Failure to use proper service tools may result in equipment damage or personal injury. R -410A operating pressure exceeds the limit of R- 22. Proper service equipment is required. Service using only R -410A Refrigerant and approved POE compressor oil. A WARNING SAFETY HAZARD! Operating the unit without the access panels properly installed may result in severe personal injury or death. Do not operate the unit without the evaporator fan access panel or evaporator coil access panel in place. Important: Wear appropriate gloves, arm sleeve protectors and eye protection when servicing or maintaining this equipment. Important: Air filters and media wheels or plates shall meet the test requirements in UL 900. 4YCC4060A-SUB-1 A-E N Product Specifications MODEL 4YCC4060A1090A RATED Volts/PH/Hz 208-230/1/60 Performance Cooling BTUH (a) 58000 Indoor Airflow (CFM) 1760 Power Input (KW) 4.94 EER/SEER (BTU/Watt- Hr.) 11.50 / 14.00 Sound Power Rating [dB(A)] (b) 73.1 PERFORMANCE HEATING(c) Input BTUH-lst Stage (Natural Gas) (d) 90000 AFUE 81 Temp. Rise - Min/Max (°F) 30 / 60 Orifice Qty/Drill Sz. (Natural Gas) 3 / #37 POWER CONN. - V/ Ph/Hz 208-230/1/60 Min. Brch. Cir. Ampacity (e) 39.1 Fuse Size - Max. (amps) 60 Fuse Size - Recmd. (amps) 60 COMPRESSOR VOLTS/PH/HZ R.L. Amps - L.R. Amps OUTDOOR COIL - TYPE SCROLL 208-230/1/60 24.4 / 144.2 SPINE -FIN Rows/F.P.I Face Area (sq. ft.) Tube Size (in.) 2 / 24 22.99 3/8 INDOOR COIL - TYPE Rows/F.P.I Face Area (sq. ft.) Tube Size (in.) Refrigeration Control Drain Conn. Size (in.) PLATE FIN 4/ 15 5.0 3/8 EXPANSION VALVE 3/4 FEMALE NPT OUTDOOR FAN - TYPE DIA. (IN.) DRIVE/NO. SPEEDS CFM @ 0.0 in. w.g. (0 Motor - H P/R. P. M SWEPT 28.25 DIRECT/ 1 4800 1/3/ 825 4YCC4060A-SUB-1 A -EN 4YCC4060A1115A 208-230/1/60 58000 1760 4.94 11.50 / 14.00 73.1 CONSTANT TORQUE ECM 115000 81 30/ 60 3 / #33 208-230/1/60 39.1 60 60 SCROLL 208-230/1/60 24.4 / 144.2 SPINE -FIN 2 / 24 22.99 3/8 PLATE FIN 4/15 5.0 3/8 EXPANSION VALVE 3/4 FEMALE NPT SWEPT 28.25 DIRECT/ 1 4800 1/3/ 825 Volts/Ph/Hz 208-230/1/60 208-230 / 1 / 60 F.L. Amps/L.RAmps 1.7/ 3.5 1.7/ 3.5 INDOOR FAN - TYPE CONSTANT TORQUE ECM CONSTANT TORQUE ECM Dia. x Width (in.) 11.87 X 10.68 11.87 X 10.68 Drive/No. Speeds DIRECT/ 3 DIRECT/ 3 CFM @ 0.0 in. w.g. (9) SEE FAN PERF TABLE SEE FAN PERF TABLE Motor - HP/R.P.M. 1 / 1050 1 / 1050 Volts/Ph/Hz 208-230/1/60 208-230/1/60 F.L. Amps 6.9 6.9 COMBUSTION FAN - TYPE CENTRIFUGAL CENTRIFUGAL Drive/No. Speeds DIRECT/ 1 DIRECT/ 1 Motor - HP/R.P.M. 1/34 / 3075 1/34 / 3055 Volts/Ph/Hz 230/1/60 230/1/60 FLA .24 .25 FILTER / FURNISHED NO NO Type Recommended THROWAWAY THROWAWAY Recmd. Face Area (sq. ft) (h) 5.3 5.3 REFRIGERANT R-410 R-410 Charge (lbs.) 9.65 9.65 CHARGING SPECIFICATIONS Subcooling 11° 11° GAS PIPE SIZE (in.) 1/2 1/2 DIMENSIONS HXDXW HXDXW Crated (in.) 50 X 47 X 62 50 X 47 X 62 WEIGHT Shipping (lbs.) / Net (lbs.) 580 / 476 586 / 482 (o) (b) Rated in accordance with AHRI Standard 210/240. AHRI standard rating conditions are: 80 D.B.67 W.B. entering air to indoor coil. 95 D. B. entering air to outdoor coil. Sound Power values are not adjusted for AHRI 270-95 tonal corrections. CO Ratings shown are for elevations up to 2000 ft. For higher elevations reduce ratings at a rate of 4% per 1000 ft. elevation. (d) Convertible to LPG. (o) This value is approximate. For more precise value, see Unit Nameplate. (f) Standard Air - Dry Coil - Outdoor. (9) Based on U.S. Government Standard Tests. (h) Filters must be installed in return air stream. Square footages listed are based on 300 f.p.m. face velocity. If permanent filters are used size per manufacturer's recommendation with a clean resistance of 0.05" W.C. 3 Outline Drawings [I 111/161 SECTION X -X TYPICAL 181 SIDES OF SIDE1101 DUCT OPENINGS 18.03 123/321 18.29 /32 1231 14,22 19/161 5ECTION Y -Y TYPICAL 181 SIDES Of DOWX6LOW DUCT OPENINGS 25.40 111 Figure 1. 4YCC4042-4060 11.56 115/321 1DUCT FLANGE) 1125 22 I//- /161T INLET 551.13 12)-231321 OMDEN5ATE DRAIN FOR 19.0 (3/41 FEMALE MPT LEELSIDE RECOMMENDED SERVICE CLEARANCE MM/IX. BOTTOM o WITH 0.A. DAMPER/ECON. BACK SIDE 304.8 [121 062.0 1301 LEFT SIDE 914.4 (361 1066.8 1421 RIGHT SIDE 911.4 1361 - FRONT SIDE 1066.8 [421 1121 CLEARANCE TO COMBUSTIBLE MATERIAL MM/1N. BOTTOM o BACK SIDE 25.4 (11 LEFT SIDE 152.4 (61 RIGHT SIDE 304.8 [121 FRONT SIDE 301.8 1121 TOP 914.4 1361 Note: The view labeled Bottom Side" represents the base as viewed looking up from underneath the unit. INLET TIDE 4 OUTLET ENTER OF GRAVITY FRONT SIDE BOTTOM SIDE 4 4YCC4060A-SUB-1 A -EN Outline Drawings Figure 2. 4YCC4042-4060 „,� Om SUPPLY 19.50 [3-1/8] 449.02 [17-11/16] (OUTSIDE) RETURN 116.01 [6-15/16] BACK DUCT OPENINGS 312.82 [14-11/16] (OUTSIDE) 58.19 [2-9/32] 322.84 [12-23/32] 449.02 [11-11/16] (OUTSIDE) • • • • 1 x 11 • 530.60 [20-1/8] 1402.34 [55-7/32] (SURFACE AREA) BACK SIDE Model Height mm/in Approx. Corner Weight - kg / lbs Shipping Weight kg/lbs Total Unit Weight kg/lbs Center of Gravity mm/in A W1 W2 W3 W4 B C 4YCC4042 (060) 898.53 [35-3/8] 71.2 [157] 46.6 [103] 34.6 [76] 53.1 [117] 252.2 [555] 202.0 [452] 470.0 [18.5] 731.0 [28.8] 4YCC4042 (090) 898.53 [35-3/8] 71.8 [158] 47.2 [104] 35.2 [78] 53.6 [118] 254.5 [561] 207.3 [457] 470.0 [18.5] 731.0 [28.8] 4YCC4048 (070) 1000.13 [39-3/8] 71.4 [157] 44.6 [98] 33.2 [73] 53.9 [119) 250.3 [552] 202.1 [448] 433.0 [17.0] 743.3 [29.3] 4YCC4048 (090) 1000.13 [39-3/8] 72.0 [159] 45.0 [99] 33.8 [75] 54.4 [120] 252.6 [557] 205.4 [453] 433.0 [17.0] 743.3 [29.3] 4YCC4060 (090) 1000.13 [39-3/8] 77.1 [170] 45.8 [101] 34.4 [76] 58.3 [128] 263.1 [580] 215.9 [476] 433.0 [17.0] 743.3 [29.3] 4YCC4060 (115) 1000.13 [39-3/8] 78.0 [172] 46.3 [102] 34.9 [77] 59.0 [130] 265.8 [586] 218.6 [482] 414.0 [16.3] 635.0 [25.0] 4YCC4060A-SUB-1A-EN 5 Outline Drawings 359.80 [14-5/32] 457.20 [18] (INSIDE) 75.41 [2-31/32] Figure 3. 4YCC4042-4060 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, il!!!!!!!!!!9!!!!!!!!!!7!/ • • • • • "": .77 i✓'i,iii RETURN SUPPLY 24V ENTRY [2-31/32] 381.00 [15] (INSIDE) BOTTOM DUCT OPENINGS 178.66 [7-1/32] 127.84 [5-1/32] 6 84.96 [3-11/32] AS LINE ENTRY FOR 12.70 [I/2] N.P.T. GAS CONNECTION 98.66 [3-7/8] f POWER ENTRY 21.78 DIA. HOLE [I-3/32] RIGHT SIDE 381.00 [15] (INSIDE) 318.75 [12-9/16] 457.20 [18] (INSIDE) 244.09 [9-5/8] 4YCC4060A-SUB-1 A-E N Indoor Fan Performance Table 1. Horizontal Airflow 4YCC4060A1090A EXTERNAL STATIC PRESSURE (IN. WG) MOTOR SPEED 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 HEAT- LOW CFM 1534 1489 1445 1403 1361 1314 1275 1234 - - - WATTS 281 292 304 314 325 337 348 358 - - - HEAT- HIGH CFM - 1594 1551 1511 1471 1430 1386 1344 1305 1265 - WATTS - 348 361 373 384 396 409 420 432 443 - COOLING - LOW CFM 1857 1831 1800 1766 1737 1692 1655 1617 - - - WATTS 515 523 533 544 554 569 582 595 - - - COOLING - MED CFM 2083 2058 2032 2003 1974 1943 1911 1877 1843 1807 - WATTS 749 759 769 779 788 803 816 830 845 860 - COOLING - HIGH CFM 2201 2177 2152 2127 2105 2071 2041 2009 1975 1940 - WATTS 900 910 921 932 941 956 969 983 997 1010 - 4YCC4060A115A EXTERNAL STATIC PRESSURE (IN. WG) HEAT- LOW CFM 1827 1792 1757 1721 1685 1646 1605 1570 - - - WATTS 492 505 517 529 541 553 566 577 - - - HEAT- HIGH CFM - 1927 1894 1861 1824 1788 1750 1711 1674 1639 - WATTS - 614 627 639 651 664 677 689 702 715 - COOLING - LOW CFM 1857 1831 1800 1766 1737 1692 1655 1617 - - - WATTS 515 523 533 544 554 569 582 595 - - - COOLING - MED CFM 2083 2058 2032 2003 1974 1943 1911 1877 1843 1807 - WATTS 749 759 769 779 788 803 816 830 845 860 - COOLING - HIGH CFM 2201 2177 2152 2127 2105 2071 2041 2009 1975 1940 - WATTS 900 910 921 932 941 956 969 983 997 1010 - Table 2. Down Airflow 4YCC4060A1090A EXTERNAL STATIC PRESSURE (IN. WG) MOTOR SPEED 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 HEAT- LOW CFM 1541 1497 1452 1410 1367 1321 1281 1240 - - - WATTS 282 293 305 316 327 339 349 360 - - - HEAT- HIGH CFM - 1602 1558 1518 1478 1437 1392 1351 1311 1271 - WATTS - 350 363 374 386 398 411 423 434 445 - COOLING - LOW CFM 1857 1831 1800 1766 1737 1692 1655 1617 - - - WATTS 515 523 533 544 554 569 582 595 - - - COOLING - MED CFM 2083 2058 2032 2003 1974 1943 1911 1877 1843 1807 - WATTS 749 759 769 779 788 803 816 830 845 860 - COOLING - HIGH CFM 2201 2177 2152 2127 2105 2071 2041 2009 1975 1940 - WATTS 900 910 921 932 941 956 969 983 997 1010 - 4YCC4060A115A EXTERNAL STATIC PRESSURE (IN. WG) HEAT- LOW CFM 1815 1790 1757 1712 1679 1648 1613 1574 - - - WATTS 510 520 532 549 560 570 582 596 - - - HEAT- HIGH CFM - 1910 1875 1839 1803 1773 1736 1704 1661 1622 - WATTS - 630 634 647 660 672 685 698 712 726 - COOLING - LOW CFM 1857 1831 1800 1766 1737 1692 1655 1617 - - - WATTS 515 523 533 544 554 569 582 595 - - - COOLING - MED CFM 2083 2058 2032 2003 1974 1943 1911 1877 1843 1807 - WATTS 749 759 769 779 788 803 816 830 845 860 - COOLING - HIGH CFM 2201 2177 2152 2127 2105 2071 2041 2009 1975 1940 - WATTS 900 910 921 932 941 956 969 983 997 1010 - 4YCC4060A-SUB-1 A -EN 7 Full Perimeter Roof Mounting Curb Figure 4. 4042 — 4060 Models BAYCURB051A Full Perimeter Roof Mounting Curb The drawings on this page are prepared by the manufacturer in order to provide detail regarding job layout only. These drawings are not intended to be used as a basis to construct, build or modify the items depicted in the drawings. The manufacturer is not responsible for the unauthorized use of these drawings and expressly disclaims any liability for damages resulting from such unauthorized use. CHANNEL END CHANNEL SIDE WOOD NAILER 38 7/8 53 1/8 8 ** 42.00 WITH ECONOMIZER WITH 25% FRESH AIR ACCESSORY 4YCC4060A-SUB-1 A-E N SERVICE CLEARANCE DIMENSIONS A B C D WC*/TC* 42.00 36.00 12.00** 24.00 DC*/YC* 42.00 36.00 12.00** 36.00 ** 42.00 WITH ECONOMIZER WITH 25% FRESH AIR ACCESSORY 4YCC4060A-SUB-1 A-E N Optional Equipment — Filter Rack Figure 5. BAYFLTR101 Filter Rack (4024-4036) BAYFLTR102 (4042-4060) (Mounts in Filter/Coil Section) Figure 6. BAYACCDOR1A Hinged Filter Access Door (4024-4036) BAYACCDOR2A (4042-4060) Replaces Filter/Coil Access Panel Note: The drawings on this page are prepared by the manufacturer in order to provide detail regarding job layout only. These drawings are not intended to be used as a basis to construct, build or modify the items depicted in the drawings. The manufacturer is not responsible for the unauthorized use of these drawings and expressly disclaims any liability for damages resulting from such unauthorized use. 4YCC4060A-SUB-1A-EN 9 Optional Equipment — Economizer Table 3. BAYECON101,102A Down Discharge Economizer and Rain Hood (Mounts Over Horizontal Retum Air Opening) HVAC Unit Table Economizer Unit Application Models BAYECON101A 4024-036 \ Economizer rain hood i I I 000.. e M. GB o G o.a ®ee®ee®�, GB 000®oeeeete eeaeeea®ee o meg o 0 0 0 e o 0 0 o '1% I�' I'. %IA` `\ ., 7 Outside air dampers _ 11 \` Mist �� eliminator Economizer • '/ c A Return air dampers / Required /, —filter kit, order � separately I, BAYECON102A 4042-060 . BAYECON200AA J 22" 20" Relief damper / 15-11/16" 11-11/16" � Return Duct Roofcurb A---- 26" --_ Table 4. BAYCON200, 201A Horizontal Economizer and Rain Hood Economizer • Duct / \ A `• Mixed Sensor I + Y Air01; \ \I 11 I�' I'. ) /s1-' Gaskets (2) Rain Hood _ 11 Economizer Models A B C D E F BAYECON200AA 4024-4036 22" 20" 16-7/8" 15-11/16" 11-11/16" 15" BAYECON201AA 4042-4060 26" 22-21/32" 19" 17-11/16" 14-11/16" 21-3/8" Note: The drawings on this page are prepared by the manufacturer in order to provide detail regarding job layout only. These drawings are not intended to be used as a basis to construct, build or modify the items depicted in the drawings. The manufacturer is not responsible for the unauthorized use of these drawings and expressly disclaims any liability for damages resulting from such unauthorized use. 10 4YCC4060A-SUB-1 A-E N Optional Equipment — Outside Air Damper Table 5. BAYOSAH001 and 002A / W.Iril 1 I 1,4 A nAI ULLYLOSED Manual Fresh Air Model Unit Application Models A B C D BAYOSAH001A 4024-4036 22-7/16" 20-11/16" 12-3/8" 9-3/16" BAYOSAH002A 4042 — 4060 25-3/16" 20-11/16" 12-3/8" 9-3/16" Table 6. BAYDMPR101 and 102A, 25% Motorized Outside Air Damper (Mounts Over Horizontal Return Air Opening) Note: The drawings on this page are prepared by the manufacturer in order to provide detail regarding job layout only. These drawings are not intended to be used as a basis to construct, build or modify the items depicted in the drawings. The manufacturer is not responsible for the unauthorized use of these drawings and expressly disclaims any liability for damages resulting from such unauthorized use. 4YCC4060A-SUB-1 A -EN 11 A \ ii / —1 B ♦ Manual Fresh Air Model Unit Application Models A B C D BAYDMPR101A 4024 — 4036 22-7/16" 20-11/16" 12-3/8" 9-3/16" BAYDMPR102A 4042 — 4060 25-3/16" 20-11/16" 12-3/8" 9-3/16" E — 4— D-10 Note: The drawings on this page are prepared by the manufacturer in order to provide detail regarding job layout only. These drawings are not intended to be used as a basis to construct, build or modify the items depicted in the drawings. The manufacturer is not responsible for the unauthorized use of these drawings and expressly disclaims any liability for damages resulting from such unauthorized use. 4YCC4060A-SUB-1 A -EN 11 Mechanical Specifications General The units shall be horizontal airflow as shipped and convertible to downflow. All units shall be factory assembled, piped, internally wired and fully charged with refrigerant. Units shall be certified to UL Standard 1995. Units shall be designed to operate at ambient temperatures as high as 115°F. Cooling performance shall be rated in accordance with AHRI standards. The YC heating/cooling unit design is certified to ANSI 221.47/CSA 2.3, specifically for outdoor applications using natural gas or propane. All units shall be designed for outdoor rooftop or ground level installation. Unit Casing All components shall be mounted in a weather - resistant steel cabinet with an enamel finish. Access panels shall be provided for unit controls and indoor coil and fans. Indoor air section compartment shall be completely insulated with fireproof, permanent, odorless fiber material. Knockouts shall be provided for utility and control connections. Drain connections shall be provided to accommodate indoor water runoff. Compressor The compressor shall be hermetically sealed, high efficiency scroll compressors. Internal overcurrent and overtemperature protection, internal pressure relief shall be standard. Other features include centrifugal oil pump, low vibration and noise. Refrigeration System All units shall have refrigerant control. Service pressure tap ports and a refrigerant line filter shall be standard. Evaporator Coil (5 Ton Model) Internally enhanced 3/ 8" OD seamless copper tubing mechanically bonded to aluminum fins, factory pressure and leak tested at 480- 650 psig. All units have TXV to control refrigerant flow. Condenser Coil The Spine Fin TM condenser coil shall be continuously wrapped, corrosion resistant all aluminum with minimum brazed joints. This coil is 3/8" OD seamless aluminum tubing glued to a continuous aluminum fin. Coils are lab tested to withstand 2.000 pounds of pressure per square inch. The outdoor coil provides low airflow resistance and efficient heat transfer. The coil is protected on all four sides by louvered panels. Indoor Air Fan Constant Torgue, forward -curved, centrifugal wheel in a Composite Vortica ® Blower housing. Motor shall have thermal overload protection and permanently lubricated motor bearings. Motor/blower assembly isolated from unit with rubber mounts. Outdoor Fan One direct -drive, statically and dynamically balanced propeller fan shall be used in a draw -through vertical discharge configuration. Permanently lubricated weather proof motor shall have built-in thermal overload protection. System Controls System controls include condenser fan, evaporator fan and compressor contactors. Accessories Roof Curb The roof curb shall be designed to mate with the unit and provide support and complete weathertight installation when properly installed. Adhesive back polyurethane sealing strips shall be provided to ensure an airtight seal between supply and return openings of the curb and unit. The roof curb design allows field fabricated ductwork to be connected directly to the curb. Curb ships knocked down for field assembly, and includes factory installed wood nailer strips. Heating System Gas -Fired Heating Section Models shall provide completely assembled, wired and piped gas fired heating systems within unit. Design certified by UL, specifically for outdoor application. Threaded gas connection on the unit. Electric Ignition System Main burner is lit each time thermostat calls for heat. Flame sensor proves flame and keeps the main burner on. Should a Toss of flame occur, the main valve closes and the spark recurs within 0.8 seconds. When thermostat is satisfied, mann burner is extinguished. Forced Combustion Blower Insures flame stability under varying wind conditions. Gives higher combustion efficiency and location flexibility. Heat Exchanger Stainless steel tubes. Free floating design. Burners Stainless steel. Multi -port inshot. 12 4YCC4060A-SUB-1 A-E N Mechanical Specifications Single Source Power Entry This accessory when used with electric heat accessory shall allow single source power connection to unit and heater combination. Single source power entry kits shall have specific matching heater(s). Kit shall include high voltage terminal blocks, fuse blocks and fuses, cut - to -length interconnecting wiring, and junction box (if required) to provide power sources with fuse protection as required for both the unit and accessory heater. Kit components shall install within the heater cabinet in the heater access section. Single source branch power circuit shall be protected and wired in accordance with local codes. Fully Modulating Economizer This accessory shall be field installed and be composed of the following items: 0-100 °Ao fresh air damper, damper drive motor, fixed dry bulb enthalpy control, and low voltage pigtails for electrical connections. Solid state enthalpy or differential enthalpy control is optional. Economizer operations shall be controlled by the preset position of the enthalpy control. A barometric relief damper shall be standard with the economizer and provide a pressure operated damper that shall be gravity closing and prohibit entrance of outside air on equipment "off" cycle. Economizer requires BAYRLAY004A relay kit to interface the economizer to the heat pump. Manual Outside Air Dampers Rain hood and screen shall be field installed. Suitable for up to 25% outside air. Start Kit Extra compressor starting capacity for single phase equipment. Control Options Standard Indoor Thermostats Two stage heating/cooling or one stage heating/cooling thermostats shall be available in either manual or automatic changeover. Programmable Electronic Night Setting Thermostat Programmable electronic thermostat shall provide heating setback and cooling setup with 7—day programming capability. 1H/1C or 2H/2C models available. Su. Intertek IJIMi CERTIFIED,, 0 www.ahridirectory.org Unitary Small AC AHRI Standard 210/240 1,,,,,, an,I _crit 1�: sy is f�tyl wilii ANNI The manufacturer optimizes the performance of homes and buildings around the world. A business of Ingersoll Rand, the leader in creating and sustaining safe, comfortable and energy efficient environments, the manufacturer offers a broad portfolio of advanced controls and HVAC systems, comprehensive building services, and parts. For more information, visit www.IRCO.com. The manufacturer has a policy of continuous product and product data improvements and reserves the right to change design and specifications without notice. ©2014 Trane 4YCC4060A-SUB-1A-EN 04 Nov 2014 Supersedes (New) 4.____IPIngersoll Rand STRUCTURAL CALCULATIONS SOUTHCENTER SOUTH 18360 Olympic Avenue S. Tukwila, WA 98188 CODE: IAC 2015 & ASCE/SEI 7-10 PROJECT NO.: 18-750 DATE: AMigust 21, 2018 D. S. Engineering Consulting Structural Engineers 3121 147tI Place SE Mill Creek, WA 98012 T: 425-3*4776 M 8-0 b. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 192016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 11 2016 PERMIT CENTER 08/21/2018 (TOTAL (S) SCREW MIN.) w 4 24' O.G. IN 5E (TOTAL (10) SCREWS MIN.) W Z w tQ -4- 0 3 4-03 Z °o" X J a W w -, -. t wW� 01 Design Analysis r i m+ ._.. 0 _.._r... r -1 Lic. KW -06010224 Description : gefg beam under new unit Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stars Design Fb + Load Combination ASCE 7-16 Fb - ; Fc - Prli Wood Species. : Douglas Fir - Larch Fc - Perp Wood Grade : No.2 f Fv Ft Beam Bracing : Beam is Fully i raced against lateral -torsional buckling 900 psi 900 psi 1350 psi 625 psi 180 psi 575 psi E: Modulus of Elasticity Ebend- xx 1600ksi Eminbend = xx 580ksi Density 31.2pcf Uniform Load : 0 = 0.0140, S = 0.050 , Tributary Width = 1.0 Point Load : D = 0.1650 k © 4.70 ft 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 Deflelction Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Services entered. Load Factors will be applied for calculations. 0.359t 1 4x6 483.25psi 1,345.50psi +D+S+H 4.681 ft Span # 1 Maximu hear Stress - atio Section used for this span fv : Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.046 in Ratio = 0.000 in Ratio = 0.089 in Ratio = 0.000 in Ratio = 1951 >=360 0 <360 1014 >=180 0 <180 Design OK 0.119:1 4x6 24.57 psi 207.00 psi +D+S+.H 7.062ft Span # 1 Load Combination Segment Length +D+H Length = 7.50 ft +D+L+H Length = 7.50 ft -+D+Lr+H Length = 7.50 ft +D+S41 Length=7.50ft +0+0.750Lr+0.750L+H Length = 7.50 ft +D+0.750Lt0.750S+H Max Sties Ratios Span # M . V 1 0.246 0.072 1 0.221 0.065 1 0.177 I 0.052 1 0.359 I 0.119 1 0.177 I 0.052 Cd 0.90 1.00 1.25 1.15 1.25 CFN Ci Cr Cm Moment Values Shear Values C CL M tb Pb V fv Pv 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 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 1.00 1.00 1.00 1.00 1.00 0.38 258.90 0.38 258.90 0.38 258.90 0.71 483.25 0.38 258.90 0.00 1053:00 0.00 1170.00 0.00 1462.50 0.00 1345.50 0.00 1462.50 0.00 0.00 0.15 0.00 0.15 0.00 0.15. 0.00 0.32 0.00 0.15 0.00 0.00 11.67 0.00. 11.67 0.00 11.67 0.00 24.57 0.00 11.67 0.00 0.00 162.00 0.00 180.00 0.00 225.00 0.00 207.00. 0.00 225.00 0.00 Description : beam under new unit Load Combination Segment Length Span Length = 7.50 ft 1 +D+0.60W+H Length = 7.50 ft 1 +D+0.750Lr+0.450W+H Length = 7.50 ft 1 +0+0.750S+0.450W+H Length = 7.50 ft 1 +0.60D+0.60W+0.60H Length = 7.50 ft 1 +040.70E40.60H Length = 7.50 ft 1 +D+0.750L+0.750S+0.5250 E+H Length = 7,50 ft 1 +0.60D+0.70E+H Length = 7.50 ft 1 Max Stress Ratios M V 0.317 0.103 0.138 0.138 0.228 0.083 0.138 0.228 0.083 I cfy�M�`yu A Licensee : D.S. ENGINEERING PC Moment Values Shear Values Cd CFN Ci Cr Cm C t CL M ft) Pb V fv Pv 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.63 427.16 1345.50 0.27 21.35 207.00 1.300 1.60 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.041 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.38 258.90 1872.00 0.15 11.67 288.00 1.300 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 0.041 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.38 258.90 1872.00 0.15 11.67 288.00 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 .0.00 0.074 1.60 1,300 1.00 1.00 1.00 1.00 1.00 0.63 427.16 1872.00 0.27 21.35 288.00 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.024 1.60 1.300 1.00 1.00 1.00 1.00 1.00. 0.23 155.34 1872.00 0.09 7,00 288.00. 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.041 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.38 258.90 1872.00 0.15. 11.67 288.00 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.074 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.63 427.16 1872.00 0.27 21.35 288.00 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.024 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.23 155.34 1872.00 0.09 7.00 288.00 Load Combination Span Defl Location in Span Load Combination Load Combination Overall MAXimum Overall MlNImum +04H 4D4L4H +D+Lr+H +D4S441 4040.750Lr40.750L4H +D+0.750L40.750S+H +D+0.60W+H +D+0.750Lr+0.450W+H +D40.750S+0.450W+H 40.60D+0.60W+0.60H 40+0.70E40.60H '+0+0.750L40.750S40.5250E4H +0.60D+0.70E+H +0+21.0H +Lr+22.0H +L+23.0H +5+24.0H +W+25.0H +E+26.0H +27.0H 3.859 Support notation : Far left is #1 Support 1 Support 2 Max. '4, Defl Location In Span 0.0000 Vanes In KIPS 0.302 0.343 0.188 0.188 0.114 0.156 0.114 0.156 0.114 0.156 0.302 0.343 0.114 0.156 0.255 0.297 0.114 0.156 0.114 0.156 0.255 0.297 0.068 0.094 0.114 0.156 0.255 0.297 0.068 0.094 0.114 0,156 0.188 0.188 Description : (E) pudin under new dnit Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Fb+ Fb- Fc - Prll Wood Species : Douglas Fir - L.,arch Fc - Perp Wood Grade ! No.1 & Better IFv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 1800 psi 1800 psi 1450 psi 455 psi 95 psi 1200 psi E : Modulus of Elasticity Ebend-xx 1900ksi Eminbend -xx 660ksi Density 31.20 Uniform Load : D = 0.0560, S = 0.20 , Tributary Width =1 Point Load: D = 0.2370k@3.330ft 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 Toads entered. Load Factors will be applied for calculations. 16-5' } t6s'aX 3.; 2,175.7 2,070.1 0 +D+S+H 11.828ft Span # 1 ximum Shear Stress Ratio Section used for this span fv : Actual si Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.132 in 0.000 in 1.486 in 0.000 in Ratio = Ratio = Ratio = Ratio = 252 >=240 0 <240 192>=180 0 <180 Design N.G. 0.884: 1 4x14. 96.61 psi 109.25 psi +D+S+H 0.000ft Span#1 c11 5 grkp-Acz i Load Combination Segment Length +D+H Length = 23.830 ft +D+L+H Length = 23.830 ft +D+Lr+H Length = 23.830 ft +D+S+H Length = 23.830 ft +D+0.750Lr+0.750L+H Length = 23.830 ft +D+0.750L+0.750S+H Max Stns Ratios Span # M V 1 0.317 0.307 1 0.285 0.277 1 0.228 0.221 1 1.051 0.884 1 0.228 0.221 Cd C FN CI Cr Cm C t CL Moment Values M fb Pb Shear Values V fv Pv. 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 1.000 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 1.00 1.00 1.00 1.00 1.00 4.38 4.38 4.38 18.57 4.38 513.16 513.16 513.16 2,175.73 513.16 0.00 1620.00 0.00 1800.00 0.00 2250.00 0.00 2070.00 0.00 2250.00 0.00 0.00 0.81 0.00 0.81 0.00 0.81 0.00 2.99 0.00 0.81 0.00 0.00 26.29 0.00 26.29 0.00 2629 0.00 96.61 0.00 26.29 0.00 0.00 85.50 0.00 95.00 0.00 118.75 0.00 109.25 0.00 118.75 0.00 Description : (E) purlin under new 1nit Max Stress Ratios Load Combination Segment Length D.S. ENGINEERING PC Moment Values Shear Values Span # M V Cd C FN C i Cr Cm C t CL M fb F'b V fv F'v 0.850 0.723 1.15 0.178 0.178 0.611 0.107 0.178 0.611 0.107 0.104 Length = 23.830 ft 1 +D+0.60W+H Length = 23.830 ft 1 +D+0.750Lr+0.450W+H Length = 23.830 ft 1 +D+0.750S+0.450W+H Length = 23.830 ft 1 40.60D40.60W40.60H Length = 23.830 ft 1 +D40.70E40.60H Length = 23.830 ft 1 +D+0.750L+0.750S+0.5250E+H Length = 23.830 ft 1 40.60D+0.70E+H Length = 23.830 ft 1 r 15.11 Load Combination +D+S4H 0.173 1.60 0.173 1.60 0.520 1.60 0.104 1.60 0.173 1.60 0.520 1.60 1.60 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 r,=�wtv 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 15.02 1,759.94 2070.00 2.44 79.03 109.25 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 4.38 513.16 2880.00 0.81 26.29 152.00 1.00 1.00 1.00 0.00 0.00. 0.00 0.00 1.00 1.00 1.00 4.38 513.16 2880.00 0.81 26.29 152.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 15.02 1,759.94 2880.00 2.44 79.03 152.00 1.00. 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 2.63 307.90 2880.00 0.49 15.77 152.00 • 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 4.38 513.16 2880.00 0.81 26.29 152.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 15.02 1,759.94 2880.00 2.44 79.03 152.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 ' 2.63 307.90 2880.00 0.49 15.77 152.00 Span Max. " Deft Location In Span Load Combination Max. Deli Location In Span 1 1.4862 11.915 Support notation : Far left is #1 Load Combination Overall MAXimum Overall MINimum 4041 40+L4H +D4Lr4H 4D+S4f1 4D40.750Lr+0.750L4H +D40.750L40.75054H +D40.60W4H +040.750Lr+0.450W4H 4D40.750540.450W4H 40.60D40.60W40.60H 4040.70E+0.60H 41)40.750L40.750S40.5250E4H +0.60D40.70E+H •.0+21.011 4 Lr+22.0H +L+23.011 +S+24.0H +W+25.0H +E+26.0H +27.0H 0.0000 0.000. Values in KIPS Support 1 Support 2 3.254 '3.083 2.383 2.383 0.871 0.700 0.871 0.700 0.871 0.700 3.254 3.083 0.871 0,700 2.658 2.488 0.871 0.700 0.871 0.700 2.658 2.488 0.523 0.420 0.871 0.700 2.658 2.488 0.523 0.420 0.871 0.700 2.383 2.383 DOUf- LAS: ' ' : ttl'if1RcH(Surfaced e e 3�:•e ` s 'I � amu, w = ..... ' s . ,y,-.4,;- D2 ^ •F.. o,". `.:1 �: • •-44:u.3� rl plpearance .. Said • dry or surfaced ort) .. I ;. ; i 2' to 4" 'thick ' • • 2"i to 4" wade 1 •� greed; Ledat• 2050 • ' 1750 ; 1700. 1450. • J00 1750.' 800. 1951 max.:m.o.) 2800. 2000 2400 2050 1950 '1650 925. , 2050 " ' 925 . 1400 4120Q . •1200,. :1051kay• ? 10.001-. 1-.‘ ."850.;; . :%.:47.:1...,• _ 1050,', -4lS • . 95 95.... :. 95 i - 95 ', • 95: • i • 95.: :-. ...85.... i 95 ' . 95 . 455 385 455 •385 455 ;• 385 : - 385. t .. 3, 5 - 98855- 1830 1600 1450 1250 1150 1000 • 600 • 1500 600 ,.''. . • . ,• 1.900,000 , 1.800,000; 1,900,000 .: 1:800:000. •1700,000 1,700,000'' • 1400,9e0;: 1800 00o 1,500000• 4 X46 x : >' ";• - . ..-,..4..4 ~23-2 .`'. • 25.3-; ' • ..:' (See footnotes,. 2 thrmtoh`9; • 1 end 16): Construction • • Standard Utility : •21 W,4" 1tnAc ; :' 41 witie 1050' 600.' 275.:'... • 1200 675 325 , ' 62 'f_ :3,5.0;., ; 1 i .95.; • 93` '9..'; 385 • 385 .. • I85 HO . .925 . 1,500,000-35.4 1,5O0,"' ' 1401:0.? 41, Dense Select Structural, Select Struefural Dense tNo : t ... Dente No. 2 No.2 and Stud . Appearena • .2-"L to:A.9• '.• th ck �""dad.... I 1 ... • 2100. 1800... 1806, '.• ..2400. 2050 200 •f405=--'�f"' ' 1200- c ':.:.n•, S "".-z •x'95•: ' • _ - ....... i 385 ..-- 4:3 1650 1400 • pig 1,900,000' •• 400,000' , 4900011 1500:; ' 1430' '• 12:56,:•' 725 ' .1500 ,. A 1750. :1700, . . ':1403,;:. 850 • :1750' _ ;•1000ks:, „ ,.,, • ' 375'•'* '' : 1000°5` . .7•f: Gl. i_•,. ' ,,,, . .:95::1::§" t'-95-ir,?-f. 'L E ,' 95vs-4,3,- . a 385 ,,#5,,,...... T 385: • 1 38S,,,••• 1.250 .. 1250 1050 675- wo _ •. 1;800,0 i I : . 1,-7.011.000., 1,700,000; 1;500.000 . �1��A•- , n e1 v . • Description : (E) GLB Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Licensee D.S. ENGINEERING PC Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade Beam Bracing DF/DF 24F V4 Fb + Fb- Fc -PrII Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsional buckling 2400 psi 1850 psi 1650 psi 650 psi 265 psi 1100 psi E: Modulus of Elasticity Ebend- roc Eminbend - xx Ebend- yy Eminbend yy thensity 1800ksi 950ksi 1600ksi 850ksi 31.2pcf D(1.36) S(4.$6) D(1.36) S(4.86) D(1.36) S(4.86) D(1.36) S(4.86) D(1.36) S(4.86) 6.75x28.5 Beam self weight calcula Point Load : D =1.360, Point Load : D =1.360, Point Load : D =1.360, Point Load : D =1.360, Point Load : D =1.360, and add .ads S = 4.860 • 7.50 ft S = 4.8601( @ 15.50 ft S = 4.860 @ 23.50 ft S=4.860)(@31.50ft S = 4.860,k @.39.50 ft Maximum Bending Stress Ratio Section used for this span 1b : Actual FB : Allowable Load Combination 1 Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflectiort Max Upward Total Deflection 'f> ! ter' Service loads entered. Load Factors will be applied for calculations. -V64 14:1) sc = 0.944 1 6.75x28.5 2,177.48 psi 2,305.99psi +D+S+H 23.502ft 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 1.553 In Ratio = 312 >=240 0.000 In Ratio = 0 <240 2.096 in Ratio = 231 >=180 0.000 in Ratio = 0 <180 Design OK 0.353: 1 6.75x28.5 107.60 psl 304.75 psi +D+S+H 0.000ft Span # 1 Load Combination Segment Length Max Stress Ratios Span# M V Cd CFN Ci Cr Cm C t CL Moment Values M fb• • Pb Shear Values V fv F'v +0+H Length = 40.50 ft +D+L.+H Length = 40.50 ft +D+Lr+H Length = 40.50 ft 1 0.311 1 0.280 1 0.224 0.118 0.106 0.085 0.90 0.836 0.836 1.00 0.836 0:836 1.25 0.836 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 0.00 42.76 561.56 1804.69 0.00 42.76 561.56 2005.21 0.00 42.76 561.56 2506.52 0.00 3.60 0.00 3.60 0.00 3.60 0.00 0.00 28:07 238.50 0.00 0.00 28.07 265.00 0.00 0.00 28.07 331.25 Lic. # : KW -06010224 Description : (E) GLB Load Combination Segment Length +D+S+H Length = 40.50 ft 1 +D+0.750Lr40.750L4H Length = 40.50 ft 1 +D+0.750L+0.750S+H Length = 40.50 ft 1 +D+0.60W+H Length = 40.50 ft 1 +D+0.750Lr+0.450W+H Length = 40.50 ft 1 +D40.750540.450W+H Length = 40.50 ft 1 +0.60D40.60W40.60H Length = 40.50 ft 1 +D+0.70E+0.60H Length = 40.50 ft 1 +040.750L40.750S+0.5250E41 Length = 40.50 ft 1 +0.60D+0.70E+H Length = 40.50 ft 1 Max Stress Ratios Span # M V 0.944 0.224 0.769 0.175 0.175 0.553 0.105 0.175 0.553 0.105 0.353 0.085 0.288 0.066 0.066 0.207 0.040 0.066 0.207 0.040 Cd C FN 0.836 1.15 0.836 0.836 1.25 0.836 0.836 1.15 0.836 0.836 1.60 0.836 0.836 1.60 0.836 0.836 1.60 0.836 0.836 1.60 0.836 0.836 1.60 0.836 0.836 1.60 0.836 0.836 1.60 0.836 Ci Cr Cm C t CL Moment Values' M Licensee : D.S. ENGINEERING PC lb 'F'b Shear Values' 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 vyr�))1l ppf,.Ph� ,,Y: IiRrrNI 7 Load Combination 5 +D+S+H ti Span V fv F'v 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 165.81 2,177.48 2305.99 13.80 107.60 304.75 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 42.76 561.56 2506.52 3.60 28.07 331.25 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 135.05 1,773.50 2305.99 11.25 87.72 304.75 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 42.76 561.56 3208.34 3.60 28.07 424.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 42.76 561.56; 3208.34 3.60 28.07 .424.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 135.05 1,773.50 3208.34 11.25 87.72 424.00 1.00 1.00 1.00 0.00 .0.00 0.00 0.00 1.00 1.00 1.00 25.66 336.94' 3208.34 2.16 16.84 424.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 42.76 .561.56: 3208.34 3.60 28:07 424.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 135.05 1,773.50 3208.34 11.25 87.72 424.00 1.00 1.00 1.00 0.00 0.00 0.00. . 0.00 1.00 1.00 1.00 25,66 336.94 3208,34 2.16 16.84 424.00 Max. "' Defl Location In Span Load Combination Max. "+• Defl Location hi Span Load Combination 2.0962. kfY- f P 20.398 Support notation : Far left is #1 0.0000 0.000 Values in KIPS Overall MAXimum Overall MINimum +0+H +D4L4H +D+Lr+H +D+S+H 4040.750Lr40.750L*H +D+0.750L40.750S+H +D40.60W4H 4D+0.750Lr40.450W+H 4D40.750S40.450W+H 40.60D40.60W40.60H 4D40.70E40.60H +D40.750L40.750S40.5250E+H 40.60D40.70E4H +D+21.0H +Lr+22,0H +L+23.0H +S+24.0H +W+25.0H +E+26.0H +27.0H Support 1 Support 2 13.898 18.890 10.200 14.100 3.698 4.790 3.698 4.790 3.698 4.790 13.898 18.890 3.698 4.790 11,348. 15.365 3.698 4.790 3.698 4.790 11.348 15.365 2.219 2.874 3.698 4.790 11.348 15.365 2.219 2.874 3.698 4.790 10.200 14.100 Description : (E) GLB Licensee : D.S. ENGINEERING PC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE -16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade Beam Bracing DF/DF : 24F - V8 Fb + Fb - Fc - Pril Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsional 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 1800ksi 950ksi 1600ksi 850 ksi 31.2pcf D(4.79) S(14 Pte) S(4.86)D(1.36) S(4.86)D(1.36) S(4.86)D(1.38) S(4.88)D(1.36) S(4.88)D(1.38) S(4.86)13(1.36) S(4.86)D(1.36) S(4)(318R27) (10.055) 8.75228.5 Span = 9.0 ft 8.75x28.5 Span = 50.0 ft 6.75x28.5 Span = 10.50 ft Beam self weight calculate . • added to loads Load for Span Number 1 Point Load: D=4.790, S = 14.10 k @ 0.0 ft *W, Point Load : D = 0.660 k @ 4.670Ift u, rr Pant Load : D =1.360, S = 4.8666 k @ 7.0 ft Load for Span Number 2 Point Load : D =1.3604: 4.860 k @ 6.0 ft Point Load : D =1.360, S = 4.86 14.0 ft Point Load: D=1.360, S=4.860k Point Load : D =1.360, S = 4.860 k @ 30.0 ft Point Load: 0=1.360, S = 4.866 k @ 38.0 ft Point Load: D=1.360, S=4.860k@46.0ft Load for Span Number.3 Point Load: 0=1.360, S = 4.860 k @ 4.0 ft Point Load: 0 = 3.227, S = 10.055 k @ 10.50 ft Service Toads entered. Load Factors will be applied for calculations. t%x es --#&' svt. NW Do 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 Deflec ion Max Downward Total Deflection Max Upward Total Deflection I .088 1 6.75x28.5 -2,455.68 psi .� •si +D+S+H 0.000ft Span # 2 0.351 in 0.000 in 0.497 in 0.000 in 0 ort aximum Shear Stress Ratio Section used for this span fir : Actual Fv : Allowable Load Combination Location of maximum on span S ' an # where maximum occurs Ratio = Ratio = Ratio = Ratio = 614>=2 0 <240 434 >=180 0 <180 Design N.G. 0.511 : 1 6.75x28.5 155.58 psi 304.75psi +D+S+H 47.899ft Span#2 w 1 OileMZUS 7;646( Wittikth Lie. # : KW -06010224 Description : (E) GLB Load Combination Segment Length +D+H Length =9.0ft 1 Length = 50.0 ft 2 Length = 10.50 ft 3 +D+L+H Length = 9.0 ft 1 Length = 50.0 ft 2 Length = 10.50 ft 3 +D+Lr+H Length = 9.0 ft 1 Length = 50.0 ft 2 Length =10.50 ft 3 +D+S+H Length = 9.0 ft 1 Length = 50.0 ft 2 Length =10.50 ft 3 +0+0.750Lr+0.750L+H Length =9.0ft '1 Length = 50.0 ft 2 Length=10.50ft 3 +0+0.750L+0.750S+H Length = 9.0 ft 1 Length = 50.0 ft 2 Length =10.50 ft 3 +D+0.60W+H Length = 9.0 ft 1 Length = 50.0 ft 2 Length=10.50ft 3 +D+0;750Lr+0.450W+H Length =9.0ft 1 Length = 50.0 ft 2 Length = 10.50 ft 3 +0+0.750S+0.450W+H Length = 9.0 ft 1 Length = 50.0 ft 2 Length =10.50 ft 3 +0.60D+0.60W+0.60H Length =9.0ft 1 Length = 50.0 ft 2 Length =10.50 ft 3 +0+0.70E+0.60H Length = 9.0 ft 1 Length = 50.0 ft 2 Length =10.50 ft 3 +D+0.750L+0.750S+0.5250E+H Length = 9.0 ft 1 Length = 50.0 ft 2 Length =10.50 ft 3 +0.60D+0.70E+H Length =9.0ft 1 Length = 50.0 ft 2 Length =10.50 ft 3 Max • Ratios Moment Values Shear Values Span# M V Cd CFN CI Cr Cm C t CL M fb Pb V fv F'v 0.315 0.187 0.90 0.374 0.187 0.90 0.265 0.187 0.90 0.284 0.169 1.00 0.337 0.169 1.00 0.238 0.169 1.00 0.227 0.135 1.25 0.270 0.135 1.25 0.191 0.135 1,25 0.916 0.507 1.15 1.088 0.511 1.15 0.829 0.511 1.15 0.227 0.135 1.25 0.270 0.135 125 0.191 0.135 1.25 0.749 0.417 1.15 0.889 0,417 1.15 0.674 0.417 1.15 0.177 0.105 1.60 0.211 0.105 1.60 0.1491 0.105 1.60 0.177 0.105 1.60 0.211 0.105 1.60 0.149 0.105 1.60 0.538 0.300 1.60 0.639 0.300 1.60 0.484 0.300 1.60 0.106 0.063 1.60 0.126 0.063 1.60 0.089 0.063 1.60 0.177 0.105 1.60 0.211 0.105 1.60 0.149 0.105 1.60 0.538 0.300 1.60 0.639 0.300 1.60 0.484 0.300 1.60 0.106 0.063 1.60 0.126 0.063 1.60 0.089 0.063 1.60 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 50.38 661.55 2097.61 5.73 44.66 238.50 0.818 1.00 1.00 1.00 1,00 1.00 50.38 661.55 1767.06 5.05 44.66 238.50 0.956 1.00 1.00 1.00 1.00 1.00 41.62 546.58 2065.52 4.93 44.66 238.50 0.956 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1,00 1.00 50.38 661.55 2330.67 5.73 44.66 265.00 0.818 1.00 1.00 1.00 1.00 1.00 50.38 661.55 1963.40 5.05 44.66 265.00 0.956 1.00 1.00 1.00 1.00 1.00 41.62 546.58 2295.02 4.93 44.66 265.00 0.956 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 50.38 661.55 2913.34 5.73 44.66 331.25 0.818 1.00 1.00 1.00 1.00 1.00 50,38 661.55 2454.25 5.05 44.66 331.25 0,956 1.00 1.00 1.00 1.00 1.00 41.62 546.58 2868.78 4.93 44.66 331.25 0.956 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 187.00 2,455.68 2680.28 19.83 154.60 304.75 0.818 1.00 1.00 1.00 1.00 1.00 187.00 2,455.68 2257.91 19.95 165.58 304.75 0.956 1.00 1.00 1.00 1.00 1.00 166.64 2,188.34 2639.28 19.84 155.58 304.75 0.956 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 50.38 661.55 2913.34 5.73 44.66 331.25 0.818 1.00 1.00 1.00 1.00 1.00 50.38 661.55 2454.25 5.05 44.66. 331.25 0.956 1.00 1.00 1.00 1.00 1.00 41.62 546.58 2868.78 4.93 44.66 331.25 0.956 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 152.84 2,007.14 268028 16.30 127.11 304,75 0.818 1.00 1.00 1.00 1.00 1.00 152.84 2,007.14 2257.91 16.22 127.11 304.75 0.956 1.00 1.00 1.00 1.00 1.00 135.38 1,777.90 2639.28 16.12 127:11 304.75 0.956 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 50.38 661.55 3729.08 5.73 44.66 424.00 0.818 1.00 1.00 1.00 1.00 1.00 50.38 661.55 3141.44 5.05 44.66 424.00 0.956 1.00 1.00 1.00 1.00 1.00 41.62 546.58 3672.04 4.93 44.66 424.00 0.956 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 50.36 661.55 3729.08 5.73 44.66 424.00 0.818 1.00 1.00 1.00 1.00 1.00 50.38 661.55 3141.44 5.05 44.66 424.00 0.956 1.00 1.00 1.00 1.00 1.00 41.62 546.58 3672.04 4.93 44.66 424.00 0.956 1.00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0:00 0,971 1.00 1.00 1.00 1.00 1.00 152.84 2,007.14 3729.08 16.30 127.11 424.00 0.818 1.00 1.00 1.00 1.00 1.00 152.84 2,007.14 3141.44 16.22 127.11 424.00 0.956 1.00 1.00 1.00 1.00 1.00 135.38 1,777.90 3672.04 16.12 127.11 424.00 0.956 1.00 1.00 1.00 1.00 1.00 . 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 3023 396.93 3729.08 3.44 26.79 424.00 0.818 1.00 1.00 1.00 1.00 1.00 30.23 396.93 3141.44 3.03 26.79 424.00 0.956 1.00 1.00 1.00 1.00 1.00 24.97 327.95 3672.04 2.96 26.79. 424.00 0.956 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 50.38 661.55 3729.08 5.73 44.66 424.00 0.818 1.00 1.00 1.00 1.00 1,00 50.38 661.55 3141.44 5:05 44.66 424.00 0.956 1.00 1.00 1.00 1.00 1.00 41.62 546.58 3672.04 4.93 44.66 424.00. 0.956 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 152.84 2,007.14 3729.08 16.30 127.11 424.00 0.818 1.00 1.00 1.00 1.00 _ 1.00 152.84 2,007.14 3141.44 16.22 127.11 424.00 0.956 1.00 1.00 1.00 1.00 1.00 135.38 1,777.90 3672.04 16.12 127.11 424.00 0.956 1,00 1.00 1.00 1.00 1.00 0.00 0.00 .0.00 0.00 0.971 1.00 1.00 1.00 1.00 1.00 30.23 396.93 3729.08 3.44 26.79 424.00 0.818 1.00 1.00 1.00 1.00 1.00 30:23 396.93 3141.44 3.03 26.79 424.00 0.956 1.00 1.00 1.00 1.00 1.00 24.97 327.95 3672.04 2.96 26.79 424.00 Load Combination +D+S+H +D+S+H +D+S+14 Span Max. "' Defl Location In Span Load Combination . Max. "+' Defl Location in Span 1 2 3 0.4974 0.8686 0.4370 0.000 25.630 +D+S+H 10.500 0.0000 0.000 -0.0130 1.261 0.0000 1.261 Description : (E) GLB Load Combination Overall MAXimum Overall MINimum 4D+H 4D+L+H +D+Lr+H +D+S+H +D+0.750Lr40.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr40.450W+H +D+0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +0+0.750L+0.750S+0.5250E+H 40.60D+0.70E+H +D+21.0H +Lr+22.0H +L+23.0H +S+24.0H +W+25.0H +E+26.0H +27.0H Support notation : Far left is #1 Values in KIPS Support 1 Support 2 Support 3 Support 4 45.508 $9.981 33.189 29.846 12.319 10.135 12,319 10.135 12.319 10.135 45.508 39.981 12.319 10.135 37.211 32.519 12.319 10.135 12.319 10.135 37.211 32.519 7.391 6.081 12.319 10.135 37.211 32.519 7.391 6.081 12.319 10.135 33.189 29.846 i0 Licensee : D.S. ENGINEERING PC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species : DF/DF Wood Grade : 24F - V4 Fb + Fb - Fc - PrII Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 2400 psi 1850 psi 1650 psi 650 psi 265 psi 1100 psi E: Modulus of Elasticity Ebend-xx 1800ksi Eminbend - xx 950 ksi Ebend- yy 1600ksi Eminbend - yy 850 ksi Density 31.2 pcf Span = 29.0 ft Service Toads entered. Load Factors will be applied for calculations. Beam self weight calcul.' • and added t :] Point Load : D =1.360, S = 4.860 k c 1.50 ft !"JyC SC3' Point Load : D =1.360, S = 4.860 k @ 9.50 ft Point Load: D=1.360, S=4.860k@18.50ft Point Load: D=1.360, S=4.860k@26.50ft r ;1Y-nSieL1 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 Deflectipn Max Downward Total Deflection Max Upward Total Deflection 0.895 1 6.75x19.5 2,218.87 psi 2,476.54 psi +D+S+H 18.416ft Span # 1 1.229 in 0.000 in 1.633 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Load Combination Segment Length Max Stress Ratios Span # M 1• V Cd C FN C i Cr 283 >=240 0 <240 213>=180 0 <180 Design OK 0.463 : 1 6.75x19.5 141.07 psi 304.75 psi +D+S+H 27.412ft Span #1 Cm C t CL Moment Values M fb Pb Shear Values V fv -Pv +D+H Length = 29.0 ft 1 40+L+}1 Length = 29.0 ft 1 +D+Lr+H Length = 29.0 ft 1 +D+S+H 0.282 i 0.143 0.254 ! 0.129 0.203 1 0.103 0.90 0.897 1.00 0.897 1.00 1,00 0.897 1.00 0.897 1.00 1.25 0.897 1.00 0.897 1.00 0.00 1.00 1.00 1.00 1.00 19.47 546.23 1938.16 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 19.47 546.23 2153.51 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 19.47 546.23 2691.89 1.00 1.00 1.00 1.00 0.00 0.00 2.99 0.00 2,99 0.00 2.99 0.00 000 34.12 0.00 34.12 0.00 34.12 0.00 0.00 238.50 0.00. 265.00 0.00 331.25 0.00 11 Description : (E) GLB Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN CI Cr Cm C t CL M f b Pb V fv F'v Length = 29.0 ft 1 0.896 0.463 1.15 0.897 1.00 1.00 1.00 1.00 1.00 79.10 2,218.87 2476.54 12.38 141.07 304.75 +D+0.750Lr+0.750L+H 0.897 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.0 ft 1 0.203 0.103 1.25 0.897 1.00 1.00 1.00 1.00 1.00 19.47 546.23 2691.89 ' 2.99 34.12 331.25 +0+0.750L+0.750S+H 0,897 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.0 ft 1 0.727 0.375 1.15 0.897 1,00 1.00 1.00 1.00 1.00 64.19 1,800.67 2476.54 10.03 114.34 304.75 +D+0.60W+H 0.897 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.0 ft 1 0.159 0.080 1.60 0.897 1.00 1.00 1.00 1.00 1.00 19.47 546.23 3445.62 2.99 34.12 424.00 +D+0.750Lr+0.450W+H 0.897 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 29.0 ft 1 0.159 0.080 1.60 0.897 1.00 1.00 1.00 1.00 1.00 19.47 546.23 3445.62 2.99 34.12 424,00 +0+0.750S+0.450W+H 0.897 1.00 1.00 1.00 1.00 1.00 0.00 .0.00 0.00 0.00 Length = 29.0 ft 1 0.523 0.270 1.60 0.897 1.00 1.00 1.00 1.00 1.00 64.19 1,800.67 3445.62 10.03 ' 114.34 424.00 +0.60D+0.60W+0.60H 0.897 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 29.0 ft 1 0.095 0.048 1.60 0.897 1.00 1.00 1.00 1.00 1.00 11.68 327.74 3445.62 1.80 20.47 424.00 +D+0.70E+0.60H 0.897 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 ' 0.00 Length = 29.0 ft 1 0.159 0.080 1.60 0,897 1.00 1.00 1.00 1.00 1.00 19.47 546.23 3445.62 2:99 ' 34.12 424.00 +D+0.750L+0.750S+0.5250E41 0.897 1.00 1.00 1.00 1.00 1.00 ' 0.00 0.00 0.00 • 0.00 Length = 29.0 ft 1 0.523 I 0.270 1.60 0.897 1.00 1.00 1.00 1.00 1.00 64.19 1,800.67 3445.62 10.03 114.34 424.00 40.60D+0.70E+H 0.897 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 29.0 ft 1 0.095 0.048 1.60 0.897 1.00 1.00 1.00 1.00 1.00 11.68 327.74 3445.62 1.80 ' 20.47 424.00 E ` &y. r, Y 'amu Moment Values Licensee : D.S. ENGINEERING PC Shear Values Load Combination +D+S+H Span Max. "= Defl Location in Span Load Combination Max. '+^_Dell Location in Span 1 1.6334 Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.7501r+0.750L+}1 +13+0.750L+0.750S+H +0+0.60W+H +0+0.750Lr+0.450W+H #D+0.7505+0.450W+H +0:60D+0.60W+0.60H 40+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+11 +D+21.0H +Lr+22.0H +L+23.0H +S+24.0H +W+25.0H +E+26.0H +27.0H 14.606 Support notation Far left Is #1 0.0000 0.000 Values in KIPS Support 1 Support 2 13.282 12.425 10.055 9.385 3.227 3.040 3.227 3.040 3.227 3.040 13.282 12.425 3.227 3.040 10.769 10.078 3.227 3.040 3.227 ' 3.040 10.769 10.078 1.936 1.824 3.227 3.040 10.769 10.078 1.936 1.824 3.227 3.040 10.055 9.385 Converting Addresses to/from Latitude/Longitude/Altitude in One Step Stephen P. Morse, San Francisco Batch Mode (Forward) Batch Mode (Reverse) Batch Mode (Altitude) Deg/Min/Sec to. Decimal Computing Distances Frequently Asked Questions My Other Webpages address city state zip country 18360 Olympic Ave S Tukwila WA 98188 United States Determine Lat/Lon Get Altitudes reset latitude longitude above values must be in decimal with minus signs for south and west ❑ Access geocoder.us / geocoder.ca (takes a relatively long time) from goggle latitude longitude altitude decimal 47.4375374 -122.2505961 deg -min -sec 47° 26' 15.1346" -122° 15' 2.146" from yahoo latitude longitude altitude decimal 47.43765 -122.25141 deg -min -sec 47° 26' 15.54" -122° 15' 5.076" 18360 Olympic Ave S, Tukwila, Washington 98188 from open street map latitude longitude altitude decimal 47.4364782 -122.2517479 deg -min -sec 47° 26' 11.3215" -122° 15' 6.2924" Olympic Avenue South, Southcenter South Industrial Park, Tukwila, King County, Washington, 98188, United States of America, from census latitude longitude altitude decimal 47.43743 -122.25149 deg -min -sec 47° 26' 14.748" -122° 15' 5.364" 18360 OLYMPIC AVE S, TUKWILA, WA, 98188, 13 Design Maps Summary Report User—Specified Inpuik Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.43765°N, 122.25141°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS—Provided Output S6= 1.423g Si = 0.530 g SMS = SMS = 1.423 g 0.7969 S°6 = 0.948 g Sol= 0.530g For information on how the $S and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. Mega { Revitalize Stin aaa limo 1190 130 I9aiod, T toms Lea 119;f x Design Response Spectrum a7 OAO 020 1340 ata 0190 Las 130 1Aa 1.80 .1a4r 3.110 Paid, T (sac) Although this information is a prioduct of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Product Specifications. 4YCC4060A-SUB-1A-EN Volts/Ph/Hz F.L. Amps/L.R Amps 208-230/1/60 1.7 /'3.5 208-230 /.1 / 60 1.7 / 3.5 Dia. x Width (In.) Drive/No. Speeds CFM @ 0.0 in. w.g. (e) Motor— HP/R.P.M. Volts/Ph/Hz F.L. Amps A Drive/No. Speeds Motor— HP/R.P.M. Volts/Ph/Hz FLA Type Recommended Recmd. Face Area (sq. ft) (h) Charge (lbs.) 11.87 X 10.68 DIRECT / 3 SEE FAN PERF TABLE 1/1050 208-230/1/60 6.9 DIRECT/1 1/34 / 3075 230/1/60 .24 NO THROWAWAY• 5.3 9.65 11.87 X 10.68 DIRECT/ 3 SEE FAN PERF TABLE 1 / 1050 208-230/1/60 6.9 DIRECT/ 1 1/34 /3055 230/1/60 .25 NO THROWAWAY. 5.3 9.65. Subcoollng Crated (in.) Shipping (lbs.) / Net (lbs.) 11° 1/2 50X47X62 580 / 476 1/2 50X47X62 586 / 482. (a) Rated in accordance with AHRI Standard 210/240. AHRI standard rating conditions are: 80 D.B.67 W.B. entering airto Indoor coil. 95 D. B. entering air to outdoor coll. (b) Sound Power values are not adjusted for AHRI 270-95 tonal corrections. (c) Ratings shown are for elevations up to 2000 ft. For higher elevations reduce ratings at a rate of 4°k per 1000 ft. elevation. (d) Convertible to LPG. (e) This value is approximate. For more precise value, see Unit Nameplate. (r) Standard Air — Dry Coil — Outdoor. (s) Based on U.S. Government Standard Tests. ill) Filters must be installed In retum air stream. Square footages listed are based on 300 f.p.m. face velocity. If permanent filters are used size per manufacturer's recommendation with a clean resistance of 0.05" W.C. 3 i5 Outline Drawings 3i0S!.O(J X -X TYPICAL 181 SIDES OF SIOEFL00 DUCT OPENINGS 1 18.01 1231121 Figure 1. 4YCC4042-4060 11,56 115/321 IOUCT FLA10E1 11.22 10/1{1 TYPICAL 181 SIDES OF OONNFLON DUCT OPENINGS 531!.13 1211.23(311 • LEELSOE DEUCE BRAIN 106 19.0 (3/11 FEMALE NPT RECOMMENDED SERVICE C1E411ANCE IN/14. MATERIAL 101111. 80TT011 9(1N 0.6. DAMPER/ECON. BACA SIDE 301.8 (121 762.0 1301 LEFT SIDE 111.4 1361 1066.1 1121 61GMT SIDE 914.1 1361 - FRONT SIDE 1066.8 1421 - CLEARANCE TO COMBUSTIBLE MATERIAL 101111. 80TT011 0 84C1 SIDE - 25.4 11I LEFT SIDE 152.4 161 NIGHT SIDE 304.8 (121 FRONT SIDE 301.0 1121 TOP 011.4 1311 4 Note: The view labeled "Bottom Side' represents the base as viewed looking up from underneath the unit. INLET OUTLET 157.37 16.31111 INLET iLUE ROOD 201.61 11.15/161 0/ t .. NEER OF GOAVITT BOTTOM SIDE 4YCC4060A-SUB-1AEN Outline Drawings Figure 2. 4YCC4042-4060 ........./"----41kjmm,.. 372.82 [14=11/161 (OUTSIDE) RETURN SUPPLY 19.50 -- (3-1/81 449.02 [11.11/16] (OUTSIDE) 58.19 [2-9/32] 322.84 112-23/321 r--- 449.02 [11.11/16] (OUTSIDE) 176.01 (6-15/161 BACK DUCT OPENINGS [20-7/81 530.60 1402.34 [55-7/32] (SURFACE AREA) BACK SIDE Model Height mm/In Appro, ., Corner Weight - kg / lbs Shipping Weight kg/lbs Total Unit Weight kg/lbs Center of Gravity mm/In i A W1 W2 W3 W4 B C 4YCC4042 (060) 898.e [35-3/8] 71.2 [157] 46.6 [103] 34.6 [76] 53.1 [117] 252.2 [555] 202.0 [452] 470.0 [18.5] 731.0 [28.8] 4YCC4042 (090) 898.53 [35-3/8] 71.8 [158] 47.2 [104] 35.2 [78] 53.6 [118] 254,5 [561] 207.3 [457] 470.0 [18.5] 731.0 [28.8] 4YCC4048 (070) 1000.3 [39-3/8] 71.4 [157] 44.6 [98] 33.2 [73] 53.9 [119] 250.3 [552] 202.1 [448] 433.0 [17.0] 743.3 [29.3] 4YCC4048 (090) 1000.13 [39-3/8] 72.0 [159] 45.0 [99] 33.8 [75] 54.4 [120] 252.6 (557] 205.4 (453] 433.0 [17.0] 743.3 [29.3]. 4YCC4060 (090) 1000.13 [39-3/8] 77.1 [170] 45.8 [101] 34.4 [76] 58.3 [128] 263.1 [580] 215.9 [476] 433.0 [17.0] 743.3 [29.3] 4YCC4060 (115) 1000.43 [39-3/8) 78.0 [172] 46.3 [102] 34.9 [77] 59.0 [130] 265.8 [586] 218.6 [482] 414.0 [16.3] 635.0 [25.0] 4YCC4060A-SUB-1 A -EN DATE: 4/17 SUBMITTED TO: COMPANY: MicroMeti DRAWN BY: ABC JOB NAME: WEIGHT: 83Ibs. NOTES: NOTES: Economizer - Ultra Low Leak Economizer, Convertible_ Orientation, Belimo Zip - Single/Multiple Speed Electromechanical, Adjustable Dry Bulb or Enthalpy, Belimo Actuator, Painted Rain Hood With Aluminum Filter, Barometric Relief, All Necessary Panels and Hardware Included PART NUMBER: ECC-IMP2*CA-D**B 1. FILTER RACKS SUPPLIED WITH ECONOMIZER. • FILTERS ARE FIELD SUPPLIED 2. FOR HEAT PUMP APPLICATIONS A FIELD SUPPLIED AND INSTALLED 24VAC - SPST NORMALLY OPEN RELAY WILL BE NEEDED. • IF PURCHASED THROUGH MICROMETL YOU'LL NEED (1) RELAY - 9901-5030 (4) WIRE LEADS - 9901-0134 FIELD SUPPUED FILTER BAROMETRIC RELIEF HOOD R/A DAMPER MMC PART # # OF FILTERS WEIGHT ECC-IMP2SCA-Dxxx (1)25"x18•X2" OR (1)2,7x16"x2" 83 LBS. ;,....j,.: ;r'(';' ':,<? x (1) 20' x 18" x1" & (1)18"x 18"x1" (1) 20 x 18" x2"&(1)18"x18"x OR 2" 92 LBS. NOTE: VERTICAL ORIENTATION FILTER RACK HINGED 0/A ASSEMBLY **ALLOW FOR 36IN. OF CLEARANCE** **ECC-IMP2SCA-D*•8 ECONOMIZER IS SHOWN ABOVE** HORIZONTAL ORIENTATION Approved by: Date: 17.507 • Openings and dimensions may vary from contract. An order . constitutes acceptance of these variances THIS DOCUMENT. IS THE PROPERTY OF MICROMETL CORPORATION AND IS DEUVEREDUPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETL'S WRITTEN CONSENT. MANUFACTUER RESERVES THE RIGHT TO DISCONTINUE. OR CHANGE AT ANYTIME,SPECIFICATIONS 8 DESIGNS WITHOUT ANY NOTICE AND WITHOUT INCURING OBLIGATIONS. COPYRIGHT MICROMETL CORPORATION 1999. ALL RIGHTS RESERVED • MICROMETL CORPORATION • 3035 N. SHADELAND AVE., SUITE'300INDIANAPOLIS. IN 48228. 1-800-662.4822."" MICRMETL WEST ':202 SOUTH 18T1 -I STREET -SPARKS, NV • 1-800-884-4882 4/17 COMPANY: MicroMet' DRAWN BY: ABC JOB NAME: WEIGHT: 831bs. NOTES: Economizer - Ultra Low Leak Economizer, Convertible Orientation, Belimo Zip - Single/Multiple Speed Electromechanical, Adjustable Dry Bulb or Enthalpy, Belimo Actuator, Painted Rain Hood With Aluminum Filter, Barometric Relief, All Necessary Panels and Hardware Included PART NUMBER: ECC-IMP2*CA-D**B Compliant Economizer: 1. Title 24: Economizers meet California Energy Commission Title 242013 / 2016 prescriptive section 140.4 (damper leakage etc.), and mandatory section 120.2.1 for Fault Detection and Diagnostic controls (JADE HJW10). 2. ASHRAE 90.1: Economizers meet ASHRAE 90.1-2013 / 2016 damper leakage requirements as stated in Table 6.4.3.4.3., and meet 2016 Fault Detection and Diagnosis requirements in section 6.4.3.12. 3. IECC: Economizers meet IECC 2012 section C402.4.5.2 and, IECC 2015 sections C403.2.4.3 and C403.3.3.5 for outside air; retum air, and relief damper (when provided) leakage requirements, and IECC 2015 section • 0403.2.4.7 for. Fault Detection and Diagnostic requirements, Note: IECC 2015 section C403.2.4.7.1 requires differential return air sensor, which is included in some models (i.e. -DYXB) and must be ordered separately on others (I.e. -DYDB, -DYEB). 4 AMCA: Outside air and retum air (volume) dampers are AMCA Class 1 A rated 1" w.g. Refer to MicroMetl. NS1 catalog sheet on web site for details. Relief air dampers (when provided) are also AMCA rated. Refer to GR1 series catalog sheet on web slte for details. NOTE: Approved by: Date: Openings and dimensions may vary from contract. An order: constitutes acceptance of these variances THIS DOCUMENT IS THE PROPERTY OF MICROMETLCORPORATION AND IS DELIVERED UPON THE EXPRESS CONOMON THAT THECONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETL'S`WRITTEN CONSENT. MANUFACTUER RESERVES. THE RIGHT TO DISCONTINUE, OR CHANGE AT ANYTIME, SPECIFICATIONS & DESIGNS WITHOUT ANY NOTICE AND WITHOUT INCURING OBLIGATIONS. COPYRIGHT MICROMETL CORPORATION 1999: ALL RIGHTS RESERVED MICROMETL CORPORATION' 3036.N. SHADELAND AVE., SUITE 300INDIANAPOLIS, IN 46228' 1-800-682-4822"' MICRMETL WEST • 202 SOUTH 1ATH RTRFFT • cossum niv • +_o„r._as._.�e Lateral Analysis: 4YCC4060 Model: Operating WT.= 482 # + 92 # (ECONOMIZER) Seismic Design: Fp = {(0.4 aP Sce )x(1 + 2z/h)xWP}/(Rp/Ip) = FPM= =1.6 Sets Ip Wp = FPMIN = 0.3 SE* IpWp = Fp= 0.7 Wp 0.47 Wp 1.52 Wp (Equation 13.3-2) 0.28 Wp (Equation 13.3-3) 270 Ibs. From: [aP = 2.5 RP = 6.0 Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) IP= 1.0 per ASCE 7-10 Section 13.1.3 Mean Roof Height (h): 27.5 ft. Comp. Attachment Height (z): Ground Motion: SMs = Fe*Ss = 1.423 SDS = (2/3)*SMs = 0.948 Mech Unit: W = 44.313 D = . 58.563 H = 39.375 C G. = 20.000 Weight = 574.00 0.7 Fp Check Overturning (4S0) : T1 = 61 = 0.7Fp* (C.G.) / 54.5" = 69 Ibs.---> No Uplift T2 = 62 = 0.7Fp* (C.G.) / 40" = 94 lbs.--> No Uplift (Eq. 16-16) Res = (0.6-0.2SDsx0.7)x(Wp/2) = 134 Ibs. (IBC 015 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'B', 110 mph, 33 ft (Max. Height) = 0.00256(10 (K) (Cnet) V2 = 22.30 psf > 16 psf. : Eq. 16-35 0.72 1.00 , 1.00 SMI = Fv*Si = 0.795 SMI = (2/3)*SMi = 0.530 in. in. (D>W) in. in. Center of Gravity Ibs.( Unit Weight + Misc) 189 Ibs. W, = 574.0 lbs. 27.5 ft. KZ = = Cnet = V = 110[ 00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A Check Overturning (ASD) : : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 : Topographic Factor per ASCE 7-10 Section 26.8.2 : Wind Directionality Factor, in accordance with Table 1609.6.2.(per h/D ratio) (ASD) : Fht = 0.6x(Pnet) (Ar) = T1= t~1 = 0.6x[Wind Load*W*H*[(H)/2] / 54.5" = (ASD) : F IZ = 0.6x(P„ ) (A1) = T2 = C2 = 0.6x[Wind Load*D*H*[(H)/2] / 40" = (Eq. 16-15) Res = 0.6x(Unit Weight /2) = (IBC 2015 Section 1605.3.1 Basic Combinations Equations) tie) .1a0(.011* all":4714* < Iltmiat) 162 Ibs. 59 Ibs.---> No Uplift 214 Ibs. /SONSIZO 105 Ibs.---> No Uplift 172 lbs. AISI SPECIFIeATION PROVISIONS for SCREW CONNECTIONS NOTATION SCREW PROPERTIES Number Nominal Designation Dia., d, in. # 2 0.0860 d = nominal screw diameter dw = the larger of the screw head or washer diameter, but not larger than 1/2"(5/16"MIN.) FS = factor of safety = 3.0 PBS= allowable shear force per screw PBS = nominal shear strength per screw " Pat = allowable tension force per screw P t = nominal tension strength per screw Pilot= pull-out force per screw Ppov= pull -over force per screw t, = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head Fu, = tensile strength of member in contact with the screw head Fut = tensile strength of Member not in contact with the screw head #3 #4 #5 #6 #7 #8 #10 # 12 1/4 in. NOTE: - 1.) 0.0990 0.1120 0.1250 0.1380 0.1510 0.1640 0.1900 0.2160 0.2500 GAUGE METAL THICKNESS Gauge Thickness ( in. ) 25 ga. 0.019 22 ga. 0.028 20 ga. 0.035 18 ga. 0.045 16 ga. 0.057 14 ga. 0.071 12 ga. 0.102 F„ =45ksi min. Screw sizes smaller than # 2 or larger than 1/4" are not to be used. 2.) The tested shear capacity of the screw shall not be Tess than 1.25 Pa, = 3.75 Pas. 3.) The tested tension capacity of the screw shall not be Tess than 1.25 Pat= 3.75 Pat. E6.3 Shear Pas = P ns/3 For t2/t, <=1.0 Pas shall be taken as the smaller of Pas = 1.4 (t23 d)112Fu2 Pas =0.9t,dFu, Pas = 0.9 t2 d Fu2 For t2/t, >=2.5 Pas shall be taken as the smaller of Pas= 0.9 tidFu, Pas = 0.9 t2 d Fut E6.4 Tension Pat = P nt/3 Pat shall be taken as the smaller of Pull - Out Pat=0.283t2dFu2 Pull - over Pat = 0.5 t, dw Fu, For 1.0< t2/t, <2.5 PBS sha I be determined by the linear interpolation between the above two cases ALLOWABLE LOADS lbs. SCREW SIZE GAUGE #12 I d = 0.216 #10 d = 0.190 #8 d = 0.164 #8 d = 0.138 SHEAR POLL -OUT SHEAR PULL-OUT SHEAR • PULL-OUT SHEAR PULL-OUT 25 75 j 52 71 46 66 • 39 60 • 33 22 139 1 78 131, 69 121 59 .111 50 20 188 I 95 177 84164 72 151 61 18 280 ; 124 263 109 244 94 224 79 16 394 ; 156 370 137 344 118 315 100 14 557 1 196 523 173 474 149 398 125 12 890 1280 783 • 246 675 213 668 179 Min. Edge Dist and o/c Spacing 11/16 In. 1 9/16 In. 1!2 in. 7/16 in. 8 Full Perimeter Roof Mounting Curb Figure 4. 4042 -- 4060 Models BAYCURB051A Full Perimeter Roof Mounting Curb 3 ,. The drawings on this page are prepared by the manufacturer in order to provide detail regarding job layout only. These drawings are not intended to be used as a basis to construct, build or modify the items depicted in the drawings. The manufacturer is not responsible for the unauthorized use of these drawings and expressly disclaims any liability for damages resulting from such unauthorized use. 'N CHANNEL END c CHANNEL SIDE WOC+p NAILER ** 42.00 WITH ECONOMIZER WITH 25% FRESH AIR ACCESSORY 4YCC4060A-SUB-1A-EN SERVICE CLEARANCE DIMENSIONS A B C D WC*/TC* 42.00 36.00 12.00** 24.00 DC*/YC* 42.00 36.00 12.00** 36.00 ** 42.00 WITH ECONOMIZER WITH 25% FRESH AIR ACCESSORY 4YCC4060A-SUB-1A-EN Lateral Analysis: 4YCC4060 : Model: Operating WT.= 482 # + 92 # (ECONOMIZER) Seismic Design: Fp = {(0.4 ap Sps )x(1 + 2z/h)xWp}/(Rp/Ip) = 0.47 Wp Fp MAX = 1.6 Sos Ip Wp = 1.52 Wp (Equation 13.3-2) FPM,N = 0.3 Sps IpWp = 0.28 Wp (Equation 13.3-3) 1 Fp = 0.47 Wp = 310 Ib. 1 From: $ = 2.5 R = 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) Ip= 1.0 per ASCE 7-10 Section 13.1.3 Mean Roof Height (h): 27.5 ft. Comp. Attachment Height (z): Ground Motion: Mech Unit: W�? _ C.G = Weig t = Curb: V Ii = D1 = M1 = Curb Weight = Wp = 660.0 Ib. 27.5 ft. Skis = Fa*Ss = 1.423 SM1 = Fv*Si = 0.795 Sps = (2/3)*SMs = 0.948 SM1 = (2/3)*SM1= 0.530 44.313 in. . (4j -* 8 "JuV �S 58.563 in. (D>W) 39.375 in. ((1.. -1. 6.63 20.000 in. Center of Gravity 574.000 lb.( Unit Weight + Misc) atx 7. 39.000 in. M' M .j.•X [ 53.500 in. (D1>W1) "C 1QM 'e-0 CD Pt 14.000 in. C.G. adj, = 30.482 in. Center of Gravity Ia.) 86.000 Ib. 0.7 F„ = 217 Ib. Check Overturning (A5D) : T1 = C11= 0.7Fp* (C.G.)adj. / 54.5" = 121 Ib.---> No Uplift T2 = CZ = 0.7Fp* (C.G.)adi, / 40" = 165 lb.--> Uplift (Eq. 16-16) Res = 46-0.2SDsx0.7)x(Wp/2) = 154 Ib. . (IBC 2Q15 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'B', 110 mph, 33 ft (Max. Height) Pnet = 0.00256(K ) (Kz) (Cnet) V2 = 22.30 psf > 16 psf. : Eq. 16-35 KZ = 0.72 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 = 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 Cnet = 1.00 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) V = 110.00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A (ASD) : Fh1 = 01I6X(Pnet) (W*H + W1H1) = 213 Ib. T1 = = 0.6xPnetx[(W*H*(H/2+H1)+W1*H12/21/ 54.5" = 107 Ib.---> No Uplift Fh2 = 016x(Pnet) (D*H + D1H.1) = 284 Ib. T2 = C = 0.6XPnetx[(D*H*(H/2+H1)+D1*H12/2] / 40" = 193 Ib.---> No Uplift (Eq. 16-15) Res = .6x(Unit Weight /2) = 198 Ib. (IBC 2015 Section 1605.3.1 Basic Combinations Equations (.t• 6)c8 4/1/2019 f � 1., f City of Tukwila Department of Community Development DAVID DENISIUK 1916 220 ST SE - SUITE M101 BOTHELL, WA 98021 RE: Permit No. M18-0116 SOUTHCENTER SOUTH 18360 OLYMPIC AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/14/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/14/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Kandace Nichols Permit Technician File No: M18-0116 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 'PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0116 DATE: 09/12/18 PROJECT NAME: SOUTHCENTER SOUTH SITE ADDRESS: 18360 OLYMPIC AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: al\171\ C‘ uilding Division me Public Works ❑ n OR - Fire Prevention Structural Planning Division ❑ Permit Coordinator n • PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/13/18 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: Approved Corrections Required n Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 10/11/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PACIFIC AIR CONTROL INC 7 Hoine Espanol Contact Safety & Health Claims & Insurance OftWashington State Department of "Labor & Industries Page 1 of 2 Search L&I A-ZIndex Help My LO 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 License specialties HeatingNent/Air-Conditioning and Refrig (HVAC/R) License no. PACIFAC230P8 Effective — expiration 10/28/1977-10/01/2019 Bond Active. Meets current requirements. TRAVELERS CAS & SURETY $6,000.00 Bond account no. 104920215 Received by L&I Effective date 05/09/2007 05/26/2007 Expiration date Until Canceled Insurance PHOENIX INSURANCE COMPANY THE Policy no. 4TC07314N491PHX09 $1,000,000.00 Received by L&I Effective date 06/19/2018 07/01/2010 Expiration date 07/01/2019 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 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601298907&LIC=PACIFAC230P8&SAW= 9/26/2018 Air Conditioning • LEGAL DESCRIPTION: LEGEND & ABBREVIATIONS Heating Controls Sales Service Installation "QUALITY ASSURED" pacific air control, Inc' 1916 220th Street SE Suite M101 Bothell, WA 98011 ph: (206) 682-6393 fax: (206) 340-2270 Contractor's License No.: PACIFAC230P8 www.pacificaircontrol.com SOUTHCENTER SOUTH INDUSTRIAL PARK LOTS 19 & 20 AMEND TUKWILA SHORT PLAT NO SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION HVAC G EN E SAL \OTES DUCT NOTES MF 78-19-SS RECORDING NO 7807210798 SD PLAT DAF - BEG SW COR LOT 16 PLAT OF SOUTHCENTER SOUTH INDUSTRIAL PARK TH N 78-36-10 W 360 FT TH N ® 1. VERIFY SITE CONDITIONS. 1. DUCT CONSTRUCTION AND INSTALLATION PER LATEST SMACNA STANDARDS AND THE 11-23-50 E 698.25 FT TH ALG CURVE TO RGT RAD 110 FT ARC DIST 172.79 FT 2015 SMC AS REQUIRED BY THE LOCAL CODE. PROVIDE METAL DUCT,EXCEPT AS THRU C A 90-DO-oO THS 78-36-10 E 480 FT TH ALG CURVE TO RGT RAD 110 FT 2. THERMOSTAT LOCATIONS: VERIFY ALL WALL MOUNTED CONTROL LOCATIONS WITH ARCHITECT/GC./ �� SUPPLY DUCT FIRE DAMPERED DUCT RETURN/EXHAUST DUCT PENETRATION OF A HORIZONTAL SEPARATION NOTED. ARC DIST 172.79 FT THRU C/A 90-00-00 TH S 11-23-50 W 648.25 FT TH ALG SL SOUNDLINED DUCT 3. CODES: COMPLY WITH ALL LOCAL & STATE GOVERNING CODES. V FIRE DAMPERED DUCT 2. BALANCING DAMPERS: PROVIDE ON ALL SUPPLY RUN OUT DUCTS UP STREAM OF CURVE TO LFT RAD 50 FT ARC DIST 78.54 FT THRU C/A 90-00-00 TH N 78-36-10 4. COORDINATE DUCTWORK AND GRILLE LOCATIONS WITH LIGHTING AND OTHER RELATED TRADES WITH DIFFUSERS. W TO Poe �� VD MANUAL VOLUME DAMPER PENETRATION OF A ARCHITECT APPROVAL. VERIFY CLEARANCES & CEILING ELEVATIONS BEFORE INSTALLATION. VERTICAL SEPARATION PROPOSED PROJECT FOR: SOUTH CENTER SOUTH 18360 OLYMPIC AVE S TUKWILA WA 5. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW EXACT ROUTING OR EVERY 3. DUCT INSULATION: DUCTS, SHAFTS AND PLENUMS SHALL BE INSULATED TO MINIMUM FC FLEX CONNECTOR OF R-8 AND IN ACCORDANCE WITH THE SECTION C403.2.8 OF 2015 WSE. OFFSET WHICH MAY BE REQUIRED. TAX PARCEL NUMBER: 7888900155 4. DUCT SEALING-GENERAL: 0 TO 2" STATIC PRESSURE - SEAL ALL TRANSVERSE TV TURNING VANES o TIMER 0-4 HR ADJUSTABLE 6. SEISMIC BRACING: PROVIDE TO MEET LOCAL CODE REQUIREMENTS. REFER TO THE ASHRAE T THERMOSTAT HVAC UNIT EC END CAP O / # STANDARDS "PRACTICAL GUIDE TO SEISMIC RESTRAINT". JOINTS AND LONGITUDINAL SEAMS ON ALL DUCTS. ABOVE 2"-SEAL SEAMS, JOINTS C 7. EXHAUST FAN TERMINATION: SHALL NOT BE LESS THAN 3 FEET FROM A PROPERTY LINE OR AND WALL PENETRATIONS. INSIDE BUILD: DURODYNE "DDS-181" GRAY OR ►� SD SUPPLY DIFFUSER, CEILING O SENSOR/HVAC UNIT # OPENINGS INTO A BUILDING, E.G., OPERABLE WINDOWS AND DOORS, OR DISTANCE AS REQUIRED APPROVED EQUAL PER UL 181 A-M, 181B-M LISTED. OUTSIDE: POLYURETHANE, SOUTH CE\TER SOUTH MG MAKEUP GRILLE PER LOCAL CODE. MAMECO VULKEM 116. OR APPROVED EQUAL. RG RETURN GRILLE, CEILING i• SENSOR (CEILING MOUNT) EXHAUST FAN 8. TEST, ADJUST, 8c BALANCE: PROVIDE PROPER SYSTEM TESTING, ADJUSTING, AND BALANCING, 5. TURN VANES: PROVIDE SINGLE THICKNESS TURN VANES (SEE DETAIL) IN ALL MAJOR INCLUDING WRITTEN REPORTS TO BE PROVIDED TO OWNER. BALANCE TO WITHIN 10% OF DESIGN. SQUARE DUCT ELBOWS, TEES, OR TURNS WITH INSIDE RADIUS LESS THAN 3 4 / V / EG EXHAUST GRILLE, CEILING PIPE/DUCT PIPE DUCT UP TON &MAINTENANCE BOOKLET: PROVIDE 0 & M MANUAL TO OWNER. INCLUDE CUT SHEETS OPERATION DUCT WIDTH. SQUARE BRANCH DUCT TAPS SHALL BE 45 DEGREE TYPE PER UP AS-BUILT o / TG TRANSFER GRILLE, CEILING PIPE/DUCT PIPE DUCT DOWN ON MAIN EQUIPMENT AND CONTROLS, MAINTENANCE INSTRUCTIONS, AND MARKED SMACNA STANDARD. 6. FLEX DUCT (INSULATED): FOR GRILLE RUN OUTS UP TO 6 FT. LONG, EXCEPT AS -� - SIDEWALL SUPPLY/MAKEUP PIPE TEE DOWN 10. COMMISSIONING: PRIOR TO PASSING THE FINAL INSPECTION OR OBTAINING A CERTIFICATE OF NOTED. PROVIDE ADJUSTABLE METAL ELBOWS ON ALL TURNS,UNLESS A SMOOTH SYSTEM COMMISSIONING AND COMPLETION IN ACCORDANCE. -I - SIDEWALL RETURN/EXHAUST PIPE TEE UP OCCUPANCY,PROVIDE THE EVIDENCE OF FULL RADIUS TURN IS MADE. SECURE CORE WITH APPROVED NYLON OR METAL WITH THE PROVISIONS OF SECTION 0408 OF THE 2015 WSE o WORM DRIVE CLAMPS. NO DUCT TAPE JOINTS &SCREWS ALLOWED. • 1-27 EQUIPMENT TAG EXIST DUCTWORK, EQUIP 11. WALK-THRU INSTRUCTION: PROVIDE ON SITE WALK-THRU FOR CUSTOMER TO DEMONSTRATE 7. SOUND LINER: PROVIDE SOUND LINED METAL SUPPLY & RETURN DUCTS AS SHOWN N h OF SYSTEM AND ANSWER ' � `° AFF ABOVE FINISHED FLOOR NEW DUCTWORK, EQUIP OPERATION QUESTIONS. ON PLANS. MANVILLE PERMACOTE LINACOUSTIC FLEXIBLE FIBERGLASS LINER,WITH 12. ROOF TOP UNITS ON CURB: SEAL HOLES AND CRACKS BETWEEN DUCT AND ROOF DECK INSIDE ACRYLIC SURFACE TREATMENT OR EQUAL. FABRICATE AND INSTALL PER DUCT LINER FACTORY ROOF CURB FOR NOISE CONTROL. STANDARD OF NORTH AMERICAN INSULATION MANUFACTURER'S ASSOC. 13. GAS PIPE: SCHEDULE 40, BLACK STEEL. PAINT PIPE EXPOSED TO WEATHER. OUTSIDE AIR DUCT IS NOT INSULATED THROUGH UNCONDITIONED AREA. 14. SIZES: ALL PIPE SIZES SHOWN ARE MINIMUM. 8. FLEX CONNECTORS: PROVIDE ON ALL DUCT HOOK-UPS TO ISOLATE AIR HANDLING 15. PIPE HANGERS: SWIVEL LOOP STYLE, MICHIGAN N0.100 OR CLEVIS STYLE, N0.400 OR EQUAL EQUIPMENT. (NEOPRENE COATED FIBERGLASS FABRIC TYPE) BRAND, WITH ALTHERED STEEL ROD SIZED PER INDUSTRY STANDARDS. 9. DUCT SIZE CHANGES: ROUND GALVANIZED DUCTS MAY BE SUBSTITUTED FOR 16. ELECTRICAL: ALL EQUIPMENT TO HAVE A POSITIVE MEANS OF DISCONNECT ADJACENT TO AND INRECTANGULAR DUCTS THAT ARE NOT LINED. PROVIDE CIRCULAR EQUIVALENT OF SIGHT FROM EQUIPMENT SERVED. PROVIDE A 120 VOLT RECEPTACLE LOCATED WITHIN 25 FEET OF RECTANGULAR DUCT. OTHER EQUIVALENT RECTANGULAR DUCT SIZES MAY BE PURPOSES SMC SECTION 301.10). LINE VOLTAGE 0 VICINI-Y BD, BDD BACKDRAFT DAMPER ,_ ��3 BS BIRDSCREEN `^ DN DOWN EA EXHAUST AIR OA, OSA OUTSIDE AIR v1AP RETURN AIR CEILING RADIATION DAMPER ADJ ADJACENT BSC BIOLOGICAL SAFETY CABINET CFH CHEMICAL FUME HOOD CFM CUBIC FEET PER MINUTE DB DUCT BOARD EQUIPMENT FOR SERVICE (Sc MAINTENANCE (2015 SUBSTITUTED TO BETTER FIT SPACE.RA WORK BY OTHERS. 10. TEMPORARY DUCT CLOSURE: SEAL OFF DUCTWORK DURING CONSTRUCTION TO 17. SUSPENDED MECHANICAL EQUIPMENT AND APPLIANCES SHALL HAVE RIGID VERTICAL HANGERS AND KEEP OUT CONSTRUCTION DUST, ESPECIALLY FLOOR BOOTS AND LOW WALL BE BRACED IN BOTH HORIZONTAL DIRECTIONS. OPENINGS. NTS SA SUPPLY AIR L,S LIQUID, SUCTION (N) NEW N NECK (E)/EXIST EXISTING NIC NOT IN CONTRACT (R) RELOCATED OAI OUTSIDE AIR INTAKE BWG BOTTOM WALL GRILLE RD ROUND DIFFUSER TWG TOP WALL GRILLE SHC SENSIBLE HEATING CAPACITY ROOFTOP PACKAGED HEAT PUMP UNIT SCHEDULE TYP TYPICAL SR SUPPLY REGISTER VD VOLUME DAMPER TC TOTAL COOLING NOM COOLING [MBH] HEATING [MBH] SUPPLY FAN TOTAL MCA/MOP VOLTAGE WT MIN OSA DEMO VEL VELOCITY MAKE MODEL SEER [V/PH/HZ] AREA OF WORK TAG TONS TOTAL SENS. INPUT OUTPUT BHP RPM DRIVE TYPE CFM [AMPS] [LBS] GEM CONDITION WH WATER HEATER GP-1 TRANE 4YCC4060A1115A 5 58.0 - 115.0 - 14.0 - 1050 DIRECT - 12.90/20 208-230/60/1 482 220 NEW REVISIONS SC SOUND CA y NOTES: POWERED BY OTHERSAI; TERMI\AL LEGE\D.:V`I"' GRILLE, REGISTER,XX 8x8 SIZE (INCHES) `'�'"� lie:lert.,V.:i:C:k..O;'131-1261.11.'n'vi'gSi -�--NECK DIFFUSER IN LEGEND140 SQUARE OR RECTANGULARAIR ) QUANTITY CFMICN XX 8" - NECK SIZE (INCHES) NO. DATE 08/08/18 DESCRIPTION AOR STRUCTURAL REVIEW 140 ROUND FILE Air Quantity (CFM) PerrnIt No. C , � DI A 9/11/18 FOR PERMIT ARROWS INDICATE AIR PATTERN FOR CEILING DIFFUSERS NO ARROWS INDICATE FOUR WAY PATTERN Plan review e prcv .i i3 sub ect to errors and c ai of construction documents doss r, FIRE SPRINKLER HEADS TO BE FAST REACTION TYPE BY 0 g%:)Iviation A rli^sicns. :_ ;i..a t of any adopted code or ordinance of approved Field Cosy and conditions is acl.o:, .v,o: By: � /� ��2G/./, Date: 1 TAWING IS THE SOLE PROPERTY OF PACIFIC AIR C, INC. ANY REPRODUCTION, DUPLICATION, DESCRIPTION OF WORK. AND/OR OF PACIFIC AIR REQUIRE THE WRITTEN WAPPROVAL OF PACIFIC CONTROL, INC. City of Tukwila SOUTH CENTER SOUTH BUILDING DIVISION AANAGER liDiPt AHGNDpaY NTS 1. DEMO AND REMOVE (3) OLD CONDENSERS, AIR HANDLERS AND REF. LINES -- DRA AN CHECKED BY AH SCA ASTED PROJECT NO. T180712 ON ROOF _ _..- REVISIONS , 2. DEMO VENTS ON ROOF I No changes shall ho made to the Scope of work without prior approval of Tukwila Building Division DRATITLES p D ��NOTE: � FOR ECO VE IANCE D SAW i \ G INDEX 3. INSTALL (1) NEW 5 TON UNIT ON ROOF Revisions ^rill require a new plan submittal and may include additional plan review fees. APPROVED - M-1 LEGEND & ABBREVIATIONS, VICINITY MAP, EQUIPMENT SCHEDULE, NOTES M-2 DEMO AND SITE PLAN M-3 NEW HVAC AND ROOF PLAN 4. INSTALL NEW DUCTWORK RECEIVED CITY OF TUKWILA SEP 11 2018City PERMIT CENTER MI 8 oll.b SEP 19 201$ of Tukwila SHEET NUMBER m 1 of 3 COPYRIGHT ©2001 PACIFIC AIR CONTROL, INC. l \\SBS\Shared Files\Construction\Autocad Files\Autocad\!Projects\COMCASTABERDEEN S <YLIGHT S <YLI GHT DEMO PLAN, CONDENSERS AND AIR HANDLERS 3/16"=1' NOTES: 1. DEMO AND REMOVE OLD CONDENSERS, REFRIGERANT LINES, AND OLD EXHAUST VENTS SITE PLAN NTS TT ELEVATION DETAIL, SOUTH VIEW 3/32" = 1'-0" RECEIVED CITY OF TUKWILA 24'._8" SEP 11 2018 PERMIT CENTER ELEVATION DETAIL, WEST VIEW 3/32" = 1'-0" 8 Air Conditioning Heating Controls Sales Service Installation "QUALITY ASSURED" pacific air control, inc. 1916 220th Street SE Suite M101 Bothell, WA 98011 ph: (206) 682-6393 fax: (206) 340-2270 Contractor's License No.: PACIFAC230P8 www.pacificaircontrol.com 0 U- F - U Li.l a_ PROPOSED DATE 08/08/18 A 09/12/18 DESCRIPTION FOR STRUCTURAL REVIEW, FOR PERMIT A A A A THIS DRAWING IS THE SOLE PROPERTY OF PACIFIC AIR CONTROL, INC. ANY REPRODUCTION, DUPLICATION, ADDITIONS AND/OR MODIFICATIONS REQUIRE THE WRITTEN APPROVAL OF PACIFIC AIR CONTROL, INC. PROJECT MANAGER JT DRAWN BY DD SCALE AS NOTED DESIGNED BY DD CHECKED BY JT PROJECT NO. T180712 DRAWING TITLES__ DES N REVIEWED FOR DET EsoDE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION \\SBS\Shared Files\Construction Autocad Files Autocad !Pro'ects South Center South SHEET NUMBER M of 3 COP)RIGHT © 2001 PACIFIC AIR CONTROL, INC.