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Home My WebLink AboutPermit M15-0152 - ANDOVER EXECUTIVE PARK - ROOFTOP GAS PACKAGED UNITSAND OVER EXECUTIVE PARK 742 INDUSTRY DR EXPIRED 08/17/16 M13-0152 9080 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 2523049008 MECHANICAL PERMIT Permit Number: 742 INDUSTRY DR Issue Date: Permit Expires On: Project Name: ANDOVER EXECUTIVE PARK M 15-015 2 12/9/2015 6/6/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: NCWP ANDOVER EXECUTIVE PARK 810 NW MARSHALLS ST #300 , PORTLAND, WA, 97209 KELLY CRAWFORD 1916 220TH ST SE , BOTHELL, WA, 98021 PACIFIC AIR CONTROL INC Address: 1916 220TH ST SE, STE 101, BOTHELL, WA, 98021 License No: PACIFAC230P8 Lender: Name: Address: Phone: (206) 682-6393 Phone: (206) 682-6393 Expiration Date: 10/1/2017 DESCRIPTION OF WORK: REPLACE 4 ROOFTOP GAS PACKAGED UNITS Valuation of Work: $25,453.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $533.32 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Permit Center Authorized Signature: /91t'*2/ tei F'r Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. cs l�mvlrly H1'eh n Signature: Print Name: Date: %12Y' This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 13: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 14: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 15: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2437) 17: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF WICK_ .1 Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. !y y 6•0 Project No. Date Application Accepted: ti t 0 l 10 Date Application Expires: I I (Q (For office use on y) l 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 I (j� King Co Assessor's Tax No.: Site Address: •7 2 1I)�1'/i Cf1/ 5 Lr(� l�r-i i , Suite Tenant Name: J�A�vY!// E'lX�l/ ?M f PROPERTY OWNER r Name: yew"Ad oL.er Exe eitke P.trK Address: no /t/u/ iyarske / 5>l * 3 00 City: Porgy /ail el State: d n Zip: 17Z0i CONTACT PERSON — person receiving all project communication Name: /(e// Croy w loreJ Address: l�l6 2204 gli 5E City: golttell State: k /1�I Zip: stp0,2/ Phone: 70s) s 2_.63 .1,3 Fax: // Email: 11 crotwlbr(I4)),Q i./;c air tonlo/. cOM Number: New Tenant: 25?3oy-SOoP Roo? Floor: ❑ Yes MECHANICAL CONTRACTOR INFORMATION Company Name: Pact --(et Il r Co H./r- O %, /H e Address: /fps. 22 0 4 S l City: So A e State: 1y 4 Zip:,eriD2 / Phone : �? 06") - 682 - 6shx: Contr Reg No.: PAC I F A030PI p Date: // i/JlW Tukwila Business License No.: 8 US _offs- D �6 Valuation of project (contractor's bid price): $ 2 s % S3 Describe the scope of work in detail: Use: Fuel Type: kephtt2j,t 0 y /WO -f4-o f / aS ade.e df On/f5. Residential: New ❑ Replacement LI Commercial: New El Replacement [ Electric ❑ Gas [� Other: HAApplications\Forms-Applications On Line12011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfin Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment %J Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 AUTHORIZED AGENT: 'l Signature: Date: // 10/2 O is Print Name: 1111 d riy IJ e t G A e !? K 0 Day Telephone: /2 O 6) .T 9f -1O 6 8 Mailing Address: tf ii Z 02 O A S-/ SE li /o/ ,3 o ik e ij ( 14// n f (9b 2 City State Zip HAApplicationsaForms-Applications On Line12011 ApplicationsWechnnical Pent Application Revised 8-9-11.docx Revised: August 2011 Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $533.32 M15-0152 Address: 742 INDUSTRY DR Apn: 2523049008 $533.32 MECHANICAL $512.81 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $377.75 PLAN CHECK FEE R000.322.102.00.00 0.00 $102.56 TECHNOLOGY FEE $20.51 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6622 R000.322.900.04.00 0.00 $20.51 $533.32 Date Paid: Tuesday, November 10, 2015 Paid By: PACIFIC AIR CONTROL Pay Method: CHECK 24021 Printed: Tuesday, November 10, 2015 12:59 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proje t: p _ 0 i o vvT t x� 1 r 1� Type r,ff l�n�sp pion: /'�l �^` v I I Ptca. l Address: �� / �� Date Called: Special Instructions: 'regtee,ft' QQ /r� Date Wanrtepd: 2—I / - i6 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -EC (ACt 1 a 0 )9(rd 0 co;re77--- t-t 1 ck.kLIQ de1'- --►-- aLA1-.:, 5LlAf __Q___11,4-,0c OpL ,i---I W Ft IC df- - , �-e a c �-v -1--jl'e - 1 tik n 7- A f pro 67 (qJ1 i' re - -ioII Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. BTL 1•:\CI\ELM \C; 19011 Woodinville — Snohomish Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 Fax: (425) 821-2120 Structural Calculations for 742 Industry Drive GP-1, GP-2, GP-3 and GP-4 Mechanical Unit Support Tukwila, WA 98188 November 5t, 2015 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 5 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1.0.2015 PERMIT CENTER ENGINEERING 1901111iaifesk i/412ra100 Wddri;WA111 41011 !ice (m) IMMO ha IIIII MOM Calculations ECG NG 14011 ‘.bads ODANEjkia NO 11111124135 R,ex (M 01441M0 iarN5)n10 Gravity Support • 0 coy: 41, "Santa *y .V.I.sse•s• ••.**, .p.msum _ /Witt: , 4. If • • • • F. n. Self ' A 2 • • • 7e cfr c- ki • 7 • —HI 'al WI - • a /4g maw sibir • A • I4C I • I 6-/ • 4 /4. GP-1 75314s —\\ cp a 4,,sastars .41•44.110.14.k -„• Ts, 1 ...• • ..' ALP. ono. acme mer.• "., I-. - — -1--• • BTL ENGINEERING 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax 425-821-2120 ei2Avi CNecK E—Ect si-446. -611 — 045 r .5 f -2 55 - ET 12 u fl P . 5 -1 I • A. i _7_ 54,(,-2B N240.7 Vr5 egUvl 122-k 2 tiet 2 - 19. 5 ti ec K --c Ey( 51- 41'irs 1 4 5 -4 11 VIA -.171:77e7 6t 5 4 1950 YiLt5 ok( 6 4 14 OK IC:0.5113,2-5 - 46,1 r 5 - (7,5 )(r5-2 5)th, 1(4. 111 1 EI (c7e78)(/#00)- 12?_L-6/06 Project: Project Number Client Designed By: Date. Scale: Page. /.3- IINGIIMBIRCG ;, W011 Midars Nod HAWN NO WoodriomligWA 11.72406 NomOMnMMw FiecNIX Ulan Seismic Support rum. - iviups T bing Maps Industry Dr, Tukwila, WA 98188 47.452871 -122.247499 �] On the go? Use m.bing.com to find maps, ®® directions, businesses, and more bing • -r / Cal Cr • 0, • i L http://www.bing.com/maps/print.aspx?mkt=en-us&z=18&s=h&cp=47.453475,-122.248148... , Design Maps Summary Keport MUD Design Maps Summary Report User --Specified Input Report Title 747_• Industry Drive Fri May 8, 2015 17:18:57 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45287°N, 122.2475°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III t %J,l i( _iji :. t f \fj`i _ 1Ll' Y�.ti1! + rri ` fil II Ji I t r �i'��!_ :` jarO " entoil(y �t�1 � I!, 3 ' ,., I �t lr�iril 'I'il �� l•, 4 .. } •� f �..r'- ji ..,,.. 11i� -4 r:, 1 ri BllJJLi _ .rj:, �,- -'� t S� JkJ i of 'mf , ,,'`, 1. to in,, �A1--4 ,_ ..6r..,:, USGS-Provided Output S. = 1.443 g = 0.537 g S,, 1.443 g 0.806 g a ., I' `' �SIN pTR. H V =1fi . .- 4 M°ERICA > { r '.r! >e 1 Sos = 0.962 g S01 = 0.537 g ® INspl uaat For Information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions In the direction of maximum horizontal response, please retum to the application end select the "2009 NEHRP" building code reference document. 1.13 1.50 1.35 1.20 1.05 O 0.90 H 0.7s 0.60 0.45 0.20 0.15 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.40 0.00 Period. T (sec) 1.00 1.20 1.40 1.40 1.110 2.00 1.10 1.00 0.50 0.00 0.70 0.40 0.50 0,40 0,30 0.20 0.10 0.00 Design Response Spectrum 0.00 0.20 0 40 0.60 0.00 1.00 1.20 1.40 1.40 1.00 Period. T (sec) 2.00 5-2- http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=minimal&latitu.., 742 Industry 15-341-13 Revision Date: 11/4/2015 Occupancy Category: III - other Structures _ Seismic Use Group: I IE = 1.00 (Seismic Factor) Is = 1.00 (Snow Factor) 1., = 1.00 (Wind Factor) Site Class: S s = 1.443 Si = 0.537 • 1 IBC Table 1604.5 Fe = 1.00 Fa = 1.50 ASCE Table 11.4-1 ASCE Table 11.4-2 Design Spectral Response Acceleration: SMS = FaSs = 1.44 SDS=%SMS = 0.96 ASCE Table 20.3-1 SM1 = FvS1 = 0.81 SDI =% SM1 = 0.54 5 -3 742 Industry Revision Date: 11/4/2015 15-341-13 fie - Seismic Forces Component Operating Weight: 753 Ibs Fp = 0.4 ap Sps Wp Rp / Ip Fp = 362 Ibs Fp need not exceed: F p = 1.6SDsIpWp Fp = 1159 Ibs Fp shall not be less than: Fp = 0.3 Sips Ip Wp Fp = 217 Ibs ap = 2.5 Rp = 6 Ip = 1 z/h = 1 [1+2 (z/h)] ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 Dimensions: x r x = 53.25 in FP y = 88.625 in z z = 40.875 in W 1--- [ Curb Height = 0 in Curb Height Check Uplift: MOT = 7402 lb -in MRESIST = 18044 lb -in F.S. = 2.4 z 1.5 O.K. j S 9 742 Industry 15-341-13 Revision Date: 11/4/2015 Seismic Forces Component Operating Weight: Fp = Fp = Fp need not exceed: Fp = 753 Ibs a = Rp = Ip = z/h = 0.4 ap SDS Wp Rp/ Ip 362 Ibs 1.6 SDS Ip Wp Fp = 1159 Ibs Fp shall not be less than: Fp = Fp = Dimensions: 0.3 SDS Ip Wp 217 Ibs x = 53.25 y = 88.625 z = 40.875 Curb Height = 9.25 Check Uplift: Mor = MRESIST = in in in in 10753 lb -in 18044 lb -in [1+2 (z/h)] x z Curb Height 2.5 6 1 1 ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 r F.S. = 1.7 Z 1.5 O.K. S-5 ./' EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN (ALT) 3/4'-14 NPT DIA HOLE 41N' 27 Sr 47 7/8" 112"NPT GAS CONNECTION (80MBH & 1201d BH ) 3/4"NPT GAS CONNECTION (150MBH,200MBH &2S0MBH) THROUGH THE BASE CONDENSATE 27 5B" 33" SUPPLY 321/8" RETURN 1 4" 17112 97/8- 171!2 PLAN VIEW UNIT DIMENSION DRAWING SUPPLY 237/8^ RETURN L�J 1a191/4` CONDENSATE — 88 518- O�9 3!8' 3 16 3/4' 3 5/8" 321N" 4 3/4' 3 7/8" OP PANEL CONDENSER FAN ONDENSER COIL NIT CONTROL WIRE 7/8' DIA. HOLE SERVICE GAUGE PORT ACCESS1 3/8'DIA HOLE NIT POWER WIRE ONTROL AND COMPRESSOR ACCESS PANEL 40 NOTES: 1.THRU -THE -BASE ELECTRICAL AND GAS IS NOT STANDARD ON ALL UNITS. 2.VERIFYWEIGHT, CONNECT ION, AND ALLDIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION 0 7B' a t c 181/2'9 + O 1 9 5/8 5 5B' O d 4 114---.. 5 5/8" 75B' - 531/4' PACKAGED GAS/ ELECTRICAL DIMENSION DRAWING S - G HORIZONTAL AIR FLOW PACKAGED GAS / ELECTRICAL CORNER WEIGHT D GP- INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY 1 WEIGHTS ECONOMIZER 36,01t1 MOTORIZED OUTSIDE AIR DAMPER MANUAL OUTSIDE AIR DAM PER BAROMETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST THROUGHT THE BASE ELECTRICAL/GAS (FIOPS) UNIT MOUNTED CIRCUIT BREAKER (FIOPS) UNIT MOUNTED DISCONNECT (FLOPS) POWERED CONVENIENCE OUTLET (FLOPS) HINGED DOORS (FLOPS) HAIL GUARO SMOKE DETECTOR, SUPPLY/ RETURN 7.0 b NOVAR CONTROL STAINLE SS STE EL HEAT EXCHANGER REHEAT I."' H ROOF CURB BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET AO 222.01b S O 121.01b (E)LENGHT (F)WIDTH 605.0 Ib 710.0 Ib CI 217.0 lb I DO 150.0 lb 416 22' NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3 BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORYWEIGHT. TO OBTAIN TOTAL WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE 45 LBS. PACKAGED GAS / ELECTRI CAL RIGGING AND CENTER OF GRAVITY 0 3(0 7 1S3 Ib 5 Pal 596 Industry Revision Date: 5/8/2015 15-341-04 Seismic Forces 6 P-2, 6 P- 3 Ulv 17 TO sct✓�PC2 Component Operating Weight: 646 Ibs Fp = 0.4 ap SAS Wp [1+2 (MI)] Rp / Ip Fp = 311 Ibs Fp need not exceed: Fp = 1.6 SpS Ip Wp Fp = 994 Ibs Fp shall not be less than: Fp= 0.3SoSIpWp Fp = 186 Ibs Dimensions: x = 44.25 in y =' 69.8 in z =' 36.25 in Curb Height = 0 in Check Uplift: MOT = 5632 lb -in MRESIST = 12863 lb -in ap = 2.5 Rp = 6 Ip = 1 z/h = 1 x H-� Fp Lwni Curb Height ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 Y F.S. = 2.3 z 1.5 O.K. 596 Industry 15-341-04 Revision Date: 5/8/2015 Seismic Forces 6P-21 £p"3 aP= 2.5 RP= 6 c. c-.tl% nl: le AU 0 F IP = 1 z/h = 1 Component Operating Weight: 646 Ibs FP = 0.4 ap SDS WP [1+2 (z/h)] RP / IP Fp = 311 Ibs Fp need not exceed: F p = 1.6SpSIPWP Fp = 994 Ibs Fp shall not be less than: Fp = 0.3 SpS IP WP Fp = 186 Ibs Dimensions: x = 44.25 in y = 69.8 in z = 36.25 in Curb Height = 9.25 in Check Uplift: MOT = 8506 lb -in MRESIST = 12863 lb -in x FP z I 4 w Curb Height ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 7 _ J F.S. = 1.5 z 1.5 O.K. 5 (le-2 A er P 3 EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN (ALT) 3/4'-14 NPT DIA HOLE 4 1/4' THROUGH THE BASE CONDENSATE 23 9116" 421/4' 23 12" TOP PANEL CONDENSERFAN OUDENSER COIL NIT CONTROL WIRE 7/8'DIA HOLE SERVICE GAUGE PORT ACCESS 1 3/8" DIA. HOLE NIT POWER WIRE CONTROL AND COMPRESSOR ACCESS PANEL 1/2' NPT GAS CONNECTION NOTES: 1. TH RU -THE -BASE GAS AND ELECTRICAL IS NOT STANDARD ON ALL UNITS. 2. VERIFY WEIGHT, CONNECTION, MD ALL DIMENSION WITH 43/16" INSTALLER DOCUMENTS BEFORE INSTALLATION r RETURN 24' 15 12' PLAN VIEW UNIT 9 1/4" 14' .o- DIMENSION DRAWING CONDENSATE i L 5/ �s 3 B' 36 1/4' 20 l495/8" 55l8" _�� I -MS 4 1/4' . 5 9/16- 7 518" l•l ill • 44 1/4" PACKAGE) GAS/ FI F(:TRICAL DIMENSION DRAWING HORIZONTAL AIR FLOW 5-I PACKAGED GAS / ELECTRICAL CORNER WEIGHT IBELT DRIVE MOTOR 0). INSTALLED ACCESSORIES NET WEIGHT DATA LACCESSORY II WEIGHTS 1 128.0 IECONOMIZER MOTORIZED OUTSIDE AIR DAMPER v IMAHUAL OUTSIDE AIR DAMPER IBAROMETRIC RELIEF 1 OVERSIZED MOTOR POWER EXHAUST THROUGHTTHE BASE ELECTRICAL:GAS (HOPS) I UNIT MOUNTED CIRCUIT BREAKER (F1OPS) l UNIT MOUNTED DISCONNECT (FIOPS) IPOWERED CONVENIENCE OUTLET (FIOPS) l 1 IHINGED DOORS (FIOPS) HAIL GUARD ISMOKE DETECTOR, SUPPLY/RETURN NOVAR CONTROL ISTAINLESS STEEL HEAT EXCHANGER IREHEAT IROOF CURB 1 I7.Ob i 1 BASIC UNIT WEIGHTS IL 1 SHIPPING 11 NET I I68B.0lb II813.01b I CORNER WEIGHTS 190.0 lb 1158.0lb I1 0 1 IICENTER OF GRAVITIY 1 110.0Ib II(E)LENGHT II(F)WIDTH I I155.016 II 31' 111r I NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADO 5 LBS TO NET WEIGHT. 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE 45LBS. PACKAGED GAS / ELECTRICAL RIGGING AND CENTER OF GRAVITY 742 Industry 15-341-13 Revision Date: 11/4/2015 Seismic Forces Component Operating Weight:, 377 Ibs t h 1 ' Tv ap = 2.5 Cu2(3 Rp = 6 Ip = 1 z/h = 1 Fp = 0.4 ap SDS Wp [1t2 ( )1 Rp / Ip Fp = 181 Ibs Fp need not exceed: Fp = 1.6 SpS Ip Wp Fp = 580 Ibs Fp shall not be less than: Fp = 0.3 SpS Ip Wp Fp = 109 Ibs Dimensions: x =: 44.3 in Fp ] y = 58.56 in[r z =. 38.375 in w Curb Height = 0 in Curb Height Check Uplift: M0T = 3479 lb -in MRESIST = 7515 lb -in ASCE Eq. 13.3-1 ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 F.S. = 2.2 z 1.5 O.K. J 742 Industry 15-341-13 Revision Date: 11/4/2015 GP- 41 Cum) -n, Rout/ INLt-vo1=5 aP = 2.5 cua6 Rp= 6 Seismic Forces A-D API &42. Ip = 1 z/h = 1 Component Operating Weight: 462 Ibs Fp = 0.4 ap Sos Wp [1+2 (z/h)] ASCE Eq. 13.3-1 Rp/Ip Fp = 222 Ibs Fp need not exceed: Fp= 1.6SnsIpWp FP = 711 Ibs Fp shall not be less than: Fp = 0.3 Sos Ip Wp Fp = 133 Ibs Dimensions: x = 44.3 in y = 58.56 in z = 38.375 in Curb Height = 14 in Check Uplift: MoT = 7375 lb -in MRESIST = 9210 lb -in UPLIFT = 166 lb z Curb Height ASCE Eq. 13.3-2 ASCE Eq. 13.3-3 1 Y ILI Fp [ i F.S. = 1.2 5 1.5 NOT O.K. Will Be Resolved By Attachment. See Page .> ___' 5-t3 Outline Drawings • • SUPPLY 19.50 ----'F' [3-1/81 398.22 - - 1 [15-11/16] (OUTSIDE) Figure 2. 4YCC4024-4036 BACK DUCT OPENINGS Il.18 111/161 SECTION V-X TYPICAL 181 SIDES Of SIDEfL011 DUCT OPENINGS 296.62 [11-I1/16] (OUTSIDE) 58.19 (2-9/32] .. - 111.55 [7] 176.07 [6-15/16] 398.22 [15-11/16] (OUTSIDE) o FrZ • • 1155.46 14S-1/21 ISURFAC[ AREA) BACK SIDE • ti 530.60 (20-T/61 Height mm/In no Hoodrkt Approx. Corner Weight - kg / Ibs Shipping Weight kg/Ibs Total Unit Weight kg/Ibs Center of Gravity mm/In A D W1 W2 W3 W4 a C 4YCC4024 (060) 898.53 [35-3/8] 157.16 [6-3/16] 58.3 [129] 36.8 [81] 26.1 [58] 41.0 [90] 196.1 [432] 162.4 (358] 479.8 [18.9] 527.8 [20.8] 4YCC4030 (070) 898.53 [35-3/8] 157.16 [6-3/16] 61.3 [135] 38.7 [85] 27.5 [61] 43.1 [95] 204.8 [451] 171.1 [377] 406.5 [16.01 594.1 [23.4] 4YCC4036 (070) 949.33 (37-3/8] 157.16 (6-3/16] 61.1 [134] 38.3 [84] 27.1 [60] 43.2 [95] 203.4 [438] 169.7 [374] 414.3 [16.3] 697.6 [27.5] 4YCC4036 (090) 949.53 [37-3/8] 157.16 [6-3/16] 61.7 [136] 38.9 [86] 27.7 [61] 43.7 [96] 205.7 [453] 172.0 [379] 414.3 [16.3] 697.6 [27.5] 5 -11 4YCC4030A-SUB-1A-EN 5 Outline Drawings usai N k.l TYPICAL 181 SIDES 0f SIDEFLOW DUCT OPENINGS LTIDN Y•Y TYPICAL 181 SIDES 0f DOWNFLOW DUCT OPENINGS $ Figure 3. 4YCC4O24-4036 11.56 115/321 1 MCI FLANGE) 1125 22 114- /161 INLET F=1 A 25.101 111 551.43 (21.23/321 CONDENSATE DRAIN FOR 11.0 (3/11 FEMALE NPT LEFT SIDE RECOMMENDED SERVICE CLEARANCE MM11N. WITH O.A. DAMPER/ECON. BACK SIDE 301.8 (121 162.0 (301 LEFT 510E 111.4 (361 1066.8 1421 RIGHT SIDE 911.4 1361 - FRONT SIDE 1016.8 1421 CLEARANCE TO COMBUSTIBLE MATERIAL YM/IN. BOTTOM 0 BACK SIDE 25.1 (I1 LEFT SIDE 152.4 (81 RIGHT SIDE 301.E (I21 FRONT SIDE 304.8 1123 TOP 914.4 1361 173 NI 1481.17 153.9n61 INLET INLET TOP SIDE Ali OUTLET 6P-4 151.37 16.3/161 INLET -FIDE N00D 20 1.61 11-IS/161 ENTER Of GRAVITY FRONT SIDE BOTTOM SIDE 6 4YCC4030A-SUB-1A-EN : 3TL ENGINEERING 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax: 425-821-2120 ,CC-\C-Ck Cvr�Je.(T►UrJ 3�a FP lb 6P-1 LP-2 6P-3 Pn. LI 5-4) UN IT TO Cv2lj/5c PL2 r Sc� E.-.A l _ -7 7 ( b ett5(zie.-_La u ci '(i? ' ( L) S (/1 r c.J rn � f`^ ror-, -7-o S CLL PER U CQpo 12ou 5/ItAre 17,1.,7 5 - ? d(8 ti5( uty . U Se Tunprua 61 7 m(nrirki n Eel) (2eA- 5-Ct PEc Project: Designed By: Date. 5 -1 Project Number. Client Scale: Page. 11M WOOD SCREWS: Reference Lateral PgisIgn Values (Z) for single Shear (two member) 0011111140101131.20 with ASTM A 653, Grade 33 steal able plate 7 a 11111 •ii 17. 1 i 1 ---,1*.t.,-,_,-J.-z-.1..,-.:--c:,,5,'2(1 */...:i4,72,•:--f,:`,-;.-2-4L.,--,, .--.,:',_,... 2i-'7.-71,7,f1.-: ,:.-1, _,-L--.., 1":-': '11-...- ---1,1,z- -.11,t1:-1.1;14-1,7--,‘-•=7:1--7_,--jitf-,-_ :,,,4--i- :,:ii.1,--:•7--i , ,,-.,z. - ,,r-_-.:.t :,,__*-0. • . • N .,„:_:,,!. L -,,F...,,,s,,..:?, :,..-.),-;`,If_;:r?.!:: 11;1 ?c•!•1 al. f - r.12 -1 ,-;411.r," :',-7-„772.:,:iti.',-1",;,..r.!:1,,-- 4,-, z.-.'47.::::,-, Ir.: ;'!"-ii (...;._, •'..`.1.' r7' 1;........:.,-,1,., • '--.*:;(1."--2.1.,--- _:-•iii7:•-•1'.:_,- 1.,-,- ,k.‘,.., .: - ..._, ..t.r, .1_ ,_ • w. t - -% . . • - — . - •.. - . 51 51 - FE/ 111 11 71 711 13 111 10 117 73 71 - Ii5,111,%:,,-K),-,:--:,.:,;:l.:;,7,A-i:-!#1,.,r,,:::,-;`,-.,4z-,j;•:,.-,37:-.:.,_::-•,2,1:,,...--.1-•:-..:....,:;i:.;•::-•-tz-i:.) (.1 /..-_,L.,:)' •-•,t -•-C-_:-..-,,._;.:.!,0,..._,- i.:-..L1.1.,_:::..-ii,:-.-,::1::-÷.:2-•*.:rip.,:,-5:-,'cir:ti_-2'' it-.T''.1...i+ --,,v--.1,---,Iro ,-2,---..-- 9 —. -,--,,.--1,-.-,---_-,- r -.:77-•:.=f c,--7 • ,-;-.;.--i -jc.:.-.--.-:7- • . rftt,1,-1111.2.CfUi i•-•*s'.•-r-1 - • 0.150.171 as 119. ii 112/5 (141104) 0.1 MOW) 0. (11 gap) 0334 PIM . • - 0.1711 Pool *tun Po'oe) To 75 173 73 it IL a 71 00 id be. la 72 73 74 11 • 71 to 00 57 .a73 a so .so. t 74 00 73 71 ; L'-. r • -4-, .• 0.14 - . • C.- """, IC* 71 as .1. la .--\'•;':-.-,'4-..\-.%lcf1,5t-1-T' it lab , ii • • MI -. -- r, - - .(,,,;"?"-- ,-...-r.2_,',;1Tr=• iL,,,-,_--'-,,,c,144,,t -%Y; : \,1[...L;'- -.-- !!',-.. 4-1-1-1 • ,• ,.--,.. --.' la r..K le 101 . BB - 15 150 141 143 1311 al m 111 159 . 155 14 IC ' .., r., . --, P I . • . . n.- - -• — f..5--` ':1, _ 4- _ i• ,, . i. _ P., . ,i r-: 1.1kbaleteitialemitkdo sebum (i) limbs moldidled ily allapplladrilitt*Wwl barns (*Vali :1031 2. 'Waled Wall Collo chits CZ) its or toned Crud wood soon (weyro L) band In We pin with lorroi sob porpoodkohe to wood Roc APO 70,000pd for026" 4 1)50rt ld sotoldo IF): Fo. is 100.000 pit kr 0.1100° 5 D 5 1.1421 Fft m 90.000 pi Thr 1/142' cD 1. 0.1711 ND MOM pl 1St 0.177" le D'S 01351 odolomoitosset psetuadoo. p.loto dm male member equal to 10% dowel stitera (Fi)or11.11501063.4"14A6U VeMadan 441 sal scor Nunn 0 3. wben 6D-5 p c IOD: shifted WWII desIgn zebus (Z) elan be moldpIled t0 ODD. 1 • AIVERICANWOODCOONcti, ENGINEERING 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone 425-814-8448 Fax: 425-B21-2120 CU NJ ',le till 00 3 Uki -r‘s c uRr3 ... Li 4/2 g oje rirLr2 th (ares--ira ...... ........ . 222. ( 6 , u"e/c(ALtu-- -FL 17 hat) (.3 u T7 5-13 ..... ..... cu -r-b r2 o o Luc, 2 ri c.t. t ia_ FT 7 1 6(,) ft9 St" ) A5SurAt. 5 turt. tut' I VPLA PT 1 51), cA(LLc (az ekr, 5-13 (.1i Otri u R.- (:•11t.-.PA ; 222_1 3-1 (ij ,c • • trit. 1:1 t./2t-iCL , 5 ('-`: hitt 51tic 1 . • Project: Designed By: Praicct Number OaIts Screw Section to Gouge 25 20 18 16 14 ------- VA Edge Oisl And 0.0 Spacing BUGLE HEAD - SELF DRIL N Far drywall aitachment to meld studs and joists, Nsa used far onachingg eobinete Ihreugh gypsum board and Insulation beard. Melo1 lhlclnese — 20, In 16 end 14 gouge. BUGLE HEAD For drywall enrichment lo metal studs and josb. Also used for attaching cabinets through gypsum beard and InauloVon boord. Metal ihlcknese — 25 and 20 gouge. WAFER HEAD - SELF DRILLING For metal la metal homing connection when drywoll, plywood and other similar walk materials or used on metal etude and pals. Metal lhk1mess — 20, 16. 16 and 14 gouge. WAFER FEAD Far metal lo :natal framing conneellons whin drywall, plywood and other armlet troll materfoie are used on metal studs and joisb. Metal thickness - 25 and 20 gouge. HEX FEAD - SELF DRILLING Far attaching steel deck, bodwp plaies, door formes, lathers channel lo metal framing and structural eonnectlons. tidal Ihickneae — 20, 18, 16 and 14 gauge. PAN HEAD - SELF DRUM For clinching steel desk, backup plate., dear formes, Where channel lo auto! Ruining and vin,clarcl eonneellans. Metal thickness — 18, 16 and 14 gouge, No. 12 (da0.209') Shear Pullout 74 50 387 151 1, J 190 Ho. 10 (d00.1831 Shear Fvgaul 69 44 173 81 258 105 363 132 513 166 9/le Ho. 8 (de0.161'1 Shear Pullout 65 39 71 03 341 116 N/A 11/A 1/2' No. 6 (do0.135') Shear Pullout 60 32 149 60 222 70 N/A N/A N/A N/A 1/2' Nolen: 1. Ai valued based on connected parts hoeing o minimum yield sires:, Fy=33 sal and a minimum ultimate sires% Fun45 led. 2. When eannecllng moferlats al ddferent gauge (Wekness, use loads sharp for the rrhlar gouge. 3, Applied shear lands may bo mullipfed by 0.75 for wind ar earthquake lands per Ai51 A4.4, 4. For mans in tension, the head of the terms, ar washer if Forded. eho0 hove a minimum diameter of 5/16 Inch. 5 —1'1 tYk I s 12 .2 Wood Screws } 11.2.2.1 The reference withdrawal design value, in lb/in. of'penetration, for a single wood screw (cut thread or rolled thread) inserted in side grain, with the wood screw axis perpendicular to the wood fibers, shall be determined from Table I I.2B or Equation 11.2-2, within the range of specific gravities and screw diame- ters given in Table 11.2B. Reference withdrawal design values, W, shall be multiplied by all applicable adjust- ment factors (see Table 103,1) to obtain adjusted with- drawal design values, W. W 2B5D G'D (11.2-2) 11.22,2 Woad screws shall not be loaded in with- drawal from end grain of wood. 11.2.2.3 When wood screws are loaded in with- drawal, the adjusted tensile strength of the wood screw at net (root) section shall not be exceeded (see 10.2.3). 11.2.3 Nails and Spikes 11.2,3.1 The reference withdrawal design value, in lb/in. of penetration, for a single nail or spike driven in the side grain of the main member, with the nall or spike axis perpendicular to the wood fibers, shall be determined from Table 11.2C or Equation 11.2-3, within the range of specific gravities and nail or spike diameters given In Table 1I,2C. Reference withdrawal design values, W, shall be multiplied by all applicable adjustment factors (see Table I0,3,1) to obtain adjusted withdrawal design values, W. W=1380G5/D (11.2.3i 11.2.3.2 Nails and spikes shall not be landed in withdrawal from end grain of wood, 11.2.4 Drift Bolts end Drift Pine Drift bolt and drif9 pin connections loaded in with- drawal shall be designed in accordance with principles of engineering mechanics. Table 11.2B Chit Thread or Rolled !Thread Wood Screw Reference Withdrawal Design Values (WY Tabulated withdrawal design values (W) are in pounds per inch of thread penetration Into side grain of main member. Thread length is approximately 2/3 the total wood screw length (see Appendix L). Specific Wood Screw Number Gravity, G 0.73 0.71 0.68 0.67 0.58 0.55 0.51 0.50 0.49 0.47 0.46 0.44 0.43 0.42 0.41 0.40 0.39 0.38 0.37 0.36 0.35 0.31 6 209 198 181 176 132 119 102 98 94 87 83 76 73 69 66 63 60 57 54 51 48 38 7 229 216 199 193 144 130 112 107 103 95 91 83 79 76 72 69 65 62 59 56 53 41 8 249 235 216 209 157 141 121 117 112 103 99 90 75 71 67 64 60 57 45 9 10 12 14 1E 18 I0 367 406 446 485 347 384 421 459 318 352 387 421 309 342 375 409 232 256 281 306 208 231 253 276 179 198 217 237 172 191 209 228 165 183 201 219 152 168 185 201 146 161 177 193 133 148 162 176 127 141 155 168 121 134 147 161 116 128 141 153 110 122 134 146 105 116 127 138 99 110 121 131 94 104 114 125 89 99 108 118 84 93 102 III 66 73 BO B7 1, Tabulated withdrawal *sipvaluer (W) for wood screw connect ins shalt be multiplied by all applicable adjustment ration (see Table 103.1). 268 254 233 226 169 152 131 126 121 111 107 97 93 89 85 81 77 73 69 65 62 48 288 272 250 243 182 163 141 135 130 119 114 105 100 86 82 78 74 70 66 52 327 310 284 276 207 186 160 154 147 136 130 119 114 108 103 98 93 89 84 80 75 59 24 564 533 489 475 356 320 275 264 254 234 224 205 196 187 178 169 161 153 145 137 130 102 AMERICAN FOREST & PAPER ASSOCIATION 5-20 9 1/ D b 111 .8 9 3 7 .l� PI 0.3 O N•� `q I v a o a� ry pp _ p� eerr11 x C7 a try n 41 C 4 Q m A P, N N N N N Q' W vai 4 Q v n Q N a. M P. t1ene a Py � r"1 to N N I I' N fV N .�.. .Q. N of 11n ryry N ^ O Cl 61 C! V1 4 em•1 PQ1 in" ray N N • 10 • en r a „, N o NO v1 re� NC1 03 h m 4.1 n N N N N N N W.— •u.• �.. .�•. N h01 10 10 ."" 07 !� 1p 10 Q 4 1.4i u 1r m nOY N APO O m P to in' ar N 0% en m 01 01 m r Co n b ri N 01 rw1%ny C+ b m m m vl Q Q St P P1 N ma E e aI n g 10l m n ir1 v 33 'rOi+ 4 t� p� tp �'' C' a W t�to 10 VC In Vet 04rt Q I N a N r01 n .11., •. 4 V' P1 . P en m m P P P A a m m M,, t{�� v�1• ap t� .N.- .m. 0. C1 .0 10 \O 1�►1 ' VMj h0' �t 4 m in m N m N N ••+• N N mow mi. ▪ N. N. m 1� 1D �Q 1- 1 • 01 R Q ▪ 0] 1D v M O m Q C7 +�1 R1 m m 1'1 N N N N .. . I 4 m. m^ Q+ • m r rl i m N a v 0 m v� N .. o� ,o v rat e R• m evf . M M N to N N N t tan R O • ^ P Z vm1 ' .• m.. ^ m aN+ .r a m 10 in '4 P Oa' m• 14n m Ntl1 N N N N ... .0:vi .) 4 Q' 4 f� 1 , M ['1 • in Cam) N N la`I N IV 1^1 g a °m° w1 Y1 v RP AMPIPAIARRA 0* P 10 N a Z h 1� R1 ^t v1 M a m 1a �" V't C f�1 to • m m N htll N N' N N C' CO P'� 10 V1 ••. Inq m tl N Y1 m• CO t, t0 Q Q el In e'1 CON N N PiN N Ot ago iz $ b Q C A 1N1 A N N g N 0� CO P 03 41 4 m O V1 Y1 U'1 O m •. m _ r 6 10 V 4 A N g P N N N N Q1 Q7 n b" e m 01 P b vqi 1ri a. m N I0H A N m N 01 ra h u v1 c M N- 10 10 " N M' r�1 N N N N O m " ii1 P m ry n 6 ai 'h .... h v Q m N a O1 to N 10 W .. d d d d ca q o o,q o d o 0 0 0 0 o n n n n 0 a O O O 01) AMERICAN WOOD COUNCIL MI 1 Svoteleo assi W. Elie Re Vbidwe9lgVA 1p1341Ii Plow ON11144111 FiEpiesano Detail • �r J ENGINEERING 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: 425-814-8448 Fax: 425-821-2120 g-4 \ bP-2 USA i5 5 (Pew 5 lb tS i PZt' P'f N P •. 2 -Fto tz*RS e o •L P-3 kf eoenS eo Me i. 'L 34 °4 tot S(Pewi Mwtriufl, EA- CuRi,e2 4 -tD F .t-EPEA 5 //' Asa,✓ A 311. novitgvth of 4 Pet?. SLehVert e*..(' 1./0012 SHeAfrii.ktr Project: Designed By. Date: Project Number. Client Scale: Page. 'S) : i d k In ii IP If ,r, 111 0 fr; 4 3 t 4k AI LL '61i I gt o 0 Au• ....-1 cN, 7 Z F 2 • njiti..D?..,I couirm;extit (0_2 • • • • • s. s. s City of Tukwila Department of Community Development 6/30/2016 KELLY CRAWFORD 1916 220TH ST SE BOTHELL, WA 98021 RE: Permit No. M15-0152 ANDOVER EXECUTIVE PARK 742 INDUSTRY DR 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 8/17/2016. Based on the above, you are hereby advised to: 1) Ca11 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 8/17/2016, 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, Bill Rambo Permit Technician File No: M15-0152 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: M15-0152 DATE: 11/16/15 PROJECT NAME: ANDOVER EXECUTIVE PARK SITE ADDRESS: 742 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: J Pw& Building Divisio Public Works PA S ll /frf Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/17/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 12/15/15 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PACIFIC AIR CONTROL INC Page 1 of 2 Search L&I Home lnicio en Espanol Contact A-Z Indcx Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries PACIFIC AIR CONTROL INC Owner or tradesperson Principals RUTTAN, GARY JAMES, PRESIDENT CRAWFORD, LARRY C, SECRETARY (End: 10/05/2011) Doing business as PACIFIC AIR CONTROL INC WA UBI No. 601 298 907 1916 220TH ST SE STE 101 BOTHELL, WA 98021-8427 206-682-6393 SNOHOMISH County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..........._.............................................................. Meets current requirements. License specialties HeatingNent/Air-Conditioning and Refrig (HVAC/R) License no. PACIFAC230P8 Effective — expiration 10/28/1977-10/01/2017 Bond ................ TRAVELERS CAS & SURETY Bond account no. 104920215 $6,000.00 Received by L&I Effective date 05/09/2007 05/26/2007 Expiration date Until Canceled Insurance ...._.............._... PHOENIX INSURANCE COMPANY THE $1,000,000.00 Policy no. 4TC07314N491PHX09 Received by L&I Effective date 06/18/2015 07/01/2010 Expiration date 07/01/2016 Insurance history 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 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601298907&LIC=PACIFAC230P8&SAW= 12/03/2015 LTV .larauzr.s. OM. "AL slr.t.S. 1 41.1,,M7214, SIC1i.13.3 HVAC GENERAL NOTES 1. VERIFY SITE CONDMONS. 2. THERMOSTAT LOCOONS: VERIFY ALL WALL MOUNTED CONTROL LOCATIONS WM1 ARCHITECT/GC. 3. CODES: COMPLY WITH ALL LOCAL & STATE GOVERNING CODES. 4. COORDINATE DUCTWORK AND GRILLE LOCATIONS WITH LIGHTING AND OTHER RELATED TRADES WITH ARCHITECT APPROVAL. VERIFY CLEARANCES & CEIUNG ELEVATIONS BEFORE INSTALLATION. 5. DRAWINGS ARE SCHEMATIC IN SOME AREAS AND MAY NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. G. SEISMIC BRACING: PROVIDE TO MEET LOCA. CODE REQUIREMENTS. REFER TO THE ASMRAE STANDARDS "PRACTICAL GUIDE TO SEISMIC RESTM1r, 2012. 7. EXHAUST FAN TERMINATION: SHALL NOT BE LESS THAN 3 FEET FROM A PROPERTY LINE OR OPENINGS INTO A BUILDING, E.G., OPERABLE WINDOWS AND DOORS, OR DISTANCE AS REQUIRED PER LOCAL CODE. 8. TEST, ADJUST, & BALANCE: PROVIDE PROPER SYSTEM TESTING, ADJUSTING, AND BALANCING, INCLUDING WRITTEN REPORTS TO BE PROVIDED TO OWNER. MANCE TO WITHIN 10% OF DESIGN. 9. OPERATION & MAINTENANCE BOOKLET: PROVIDE 0 & M MANUAL TO OWNER. INCLUDE CUT SHEETS ON MAIN EQUIPMENT AND CONTROLS, MAINTENANCE INSTRUCTIONS, AND MARKED UP AS -BUILT DRAWING. 10. COMMISSIONING: PRIOR TO PASSING THE FINAL INSPECTION OR OBTAINING A CERTIFICATE OF OCCUPANCY, PROVIDE THE EVIDENCE OF SYSTEM COMMISSIONING AND COMPLETION IN ACCORDANCE WITH THE PROVISIONS OF SECTION C408 OF THE 2012 WSEC 11. WALK-THRU INSTRUCTION: PROVIDE ON SITE WAU(-THRU FOR CUSTOMER TO DEMONSTRATE OPERATION OF SYSTEM AND ANSWER QUESTIONS. 12. ROOF TOP UNITS ON CURB: SEAL HOLES AND CRACKS BETWEEN DUCT AND ROOF DECK INSIDE FACTORY ROOF CURB FOR NOISE CONTROL 13. GAS PIPE: SCHEDULE 40, BLACK STEEL PAINT PIPE EXPOSED TO WEARIER. 14. SIZES: ALL PIPE SIZES SHOWN ARE MINIMUM. 15. PIPE HANGERS: SWIVEL LOOP STYLE, MICHIGAN NO.100 OR CLEM STYLE, NO.400 OR EQUAL BRAND, WITH ALTHERED STEEL ROD SIZED PER INDUSTRY STANDARDS. 16. ELECTRICAL: ALL EQUIPMENT TO HAVE A POSMVE MEANS OF DISCONNECT ADJACENT TO AND IN SIGHT FROM EQUIPMENT SERVED. PROVIDE A 120 VOLT RECEPTACLE LOCATED WITHIN 25 FEE T OF EQUIPMENT FOR SERVICE & MAINTENANCE PURPOSES (2012 NC SECTION 301.10). UNE VOLTAGE WORK BY OTHERS. DUCT NOTES 1. DUCT CONSTRUCTION AND INSTALLATION PER LATEST TACNA STANDARDS AND THE 2012 1MC AS REQUIRED BY THE LOCAL CODE. PROVIDE METAL DUCT, EXCEPT AS NOTED. 2. BALANCING DAMPERS: PROVIDE ON ALL SUPPLY RUN OUT DUCTS UP STREAM OF DIFFUSERS. 3. DUCT INSULATION: DUCTS, SHAFTS AND PLENUMS SHALL BE INSULATED TO MINIMUM OF R-8 AND IN ACCORDANCE WITH THE SECTION C403.2.7 OF 2012 MEC. 4. DUCT SEAUNG-GEN5RA: 0 TO 2" STATIC PRESSURE - SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS ON ALL DUCTS. ABOVE 2"-SEAL SEMIS, JOINTS AND WALL PGIETRATTONS. INSIDE BUILD: DURODYNE "DDS-181" GRAY OR APPROVED EQUAL PER UL 181 A-M, 181B-M LISTED. OUTSIDE: POLYURETHANE, MECO VULKEM 116. OR APPROVED EQUAL 5. TURN VANES: PROVIDE SINGLE THICKNESS TURN VANES (SEE DETAIL) IN ALL MAJOR SQUARE DUCT ELBOWS, TEES, OR TURNS WITH INSIDE RADIUS LESS THAN 3/4 DUCT WIDTH. SQUARE BRANCH DUCT TAPS SHALL BE 45 DEGREE TYPE PER SMACNA STANDARD. 6. FLEX DUCT (INSURED): FOR GRILLE RUN ours UP TO 6 FT. LONG, EXCEPT AS NOTED. PROVIDE ADJUSTABLE METAL ELBOWS ON ALL TURNS, UNLESS A SMOOTH FULL RADIUS TURN IS MADE. SECURE CORE WITH APPROVED NYLON OR METAL WORM DRIVE. CLAMPS. NO DUCT TAPE JOINTS & SCREWS ALLOWED. 7. SOUND LINER: PROVIDE SOUND UNED METAL SUPPLY & RETURN DUCTS AS SHOWN ON PLANS. kilANVILLE PERMACOTE UNACOUSTIC FLEXIBLE FIBERGLASS LINER, WITH ACRYLIC SURFACE TREATMENT OR EQUAL FABRICATE AND INSTALL PER DUCT LINER STANDARD OF NORTH AMERICAN INSULATION MANUFACTURER'S ASSOC. OUTSIDE AIR DUCT IS NOT INSULATED THROUGH UNCONDMONED AREA, 8. FLEX CONNECTORS: PROVIDE ON ALL DUCT HOOK-UPS TO ISOLATE AIR HANDUNG EQUIPMENT. (NEOPRENE COATED FIBERGLASS FABRIC TYPE) 9. DUCT SIZE CHANGES: ROUND GALVANIZED DUCTS MAY BE SUBSTITUTED FOR RECTANGULAR DUCTS THAT ARE NOT UNED, PROVIDE CIRCULAR EQUIVALENT OF RECTANGULAR DUCT. OTHER EQUIVALENT RECTANGULAR DUCT SIZES MAY BE SUBSTITUTED TO BETTER FIT SPACE. 10. TEMPORARY DUCT CLOSURE: SEAL OFF DUCTWORK DURING CONSTRUCTION TO KEEP OUT CONSTRUCTION DUST, ESPECIALLY FLOOR BOOTS AND LOW WALL OPENINGS. HVAC EQUIPMENT SCHEDULE TAG MitKE MODEL NOM TONS COOLING FMBH1 HEATING MOW OUIPU1 SEER AT AHRI SUPPLY FAN SP [IN. WC] TOTAL CF-1,1 MCA [AMPS] VOLTAGE. LV-Plij New WT [LBS] Old wi [U3S] NOTES II FAL SEINS. 'NM 8 P RP,4 DRIVE `NYE GP-1 TRANE YSC072F3RLAOOD4 6 75 54.55 80 64.8 15 0.95 1079 BELT 0.58 2400 36.5 208-3 753 772 1,2,3,4 GP-2 TRANE YSC060E3EMAOOD4 5 62.2.1 48.11 80 64 13 _0.66 1036 BELT 0.68 2000 27.4 208-3 646 574 1,2,3,4 GP-3 TRANE YSC060E3EMAOOD4 5 62.27 48.11 80 64 13 0.66 1036 BELT 0.68 2000 27.4 208-3 646 574 1,2,3,4 1,2,3,4 GP-4 TRANE 4YCC4030A1070A 2.5 47.6 34.2 70 56 14 0.5 1050 DIREC 0.68 1000 35.0 208-1 462 377 1. INCLUDES THE WEIGHT OF ALL ACCESSORIES. 2. CONTROLS TO BE APPROVED BY OWNER. 3. W/ ECONOMIZER 4. RETURNAIR MOUNTED SMOKE DETECTOR. FILE COPY Permit No. MI6 -MO- Plan review approval is subject to errors and ornissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION NCWP ANDOVER EXECUTIVE PARK BUILDING 16 STE 746, 756, 762, 774 ..krirsomesasan. VICINITY MAP Firs LEGAL DESCRIPTION: POR W 1/2 OF SEC 25 & E 1/2 OF SEC 26 AS FOLG BEG AT E 1/4 COR SEC 26 '111 N 88-06-42 W 105.84 FF TO TPOB TH N 01-47-23 E 2.45 FT TAP OF CURVE TH ALG A CURVE TO RGT RAD 410.28 FT THRU C/A OF 46-46-10 ARC DIST 334.90 FT TH N 48-33-38 E 188.36 Ff TH ALG A CURVE TO RGT RAD 410.28 FT THRU C/A OF 72-16-35 ARC DIST 517.55 FT TO AN NMI WITH A LN BEARIN3 S 56-38-20 E TH 5 56-38-20 E ALG SD LIN 69.93 FT TH S 48-44-23 E 71.30 FT TH S 45-09--27 E 9.91 Fr TO WLY MGN OF JAM CHRISTENSEN RD NO 1479 111 S 37-54-41 W 468.23 Fr TH S 32-39-25 W 132,67 FT RI N 88-12-32 W 524.50 FT TH N 01-47-28 E 93.11 FT TO TPOB LESS UP RR OPER R/W TAX PARCEL NUMBER: 252304-9008 ravola hite DepatmeM mf SITE PLAN NCWP ANDOVER EXECUTIVE PARK / GP-4 IIMZEMNCII2GCiEPECZZCRVWMS131CnISZttlSS.IMNZ.E.VilitStl.w1=01TASGW2=11a2.fdMT,II2CVI,Ttrkirfa.2234Zt 1W1CalaVS...iVIA.Sraiiriffiat. / GP-3 G P-1 GP-2 NCWP ANDOVER EXECUTIVE PARK BLDG 16 firs 9/20.1- LTIY,-.201".-36411203111r SYMBOII, rJ 1. [Z] 0 -•••••40 LEGEND & ABBREVIATIONS ABBREV. DESCRIPTION SUPPLY DUCT RETURN/EXHAUST DUCT SL SOUNDUNED DUCT VD MANUAL VOLUME DAMPER FC FLEX CONNECTOR TV TURNING VANES EC END CAP SD SUPPLY DIFFUSER, CDLING MG MAKEUP GRILLE RG RETURN GRILLE, CEILING EG EXHAUST GRILLE, CEIUNG TG TRANSFER GRILLE, CEIUNG SIDEWALL SUPPLY/MAKEUP SIDEWALL RETURN/EXHAUST ERE EQUIPMENT TAG AFF ABOVE FINISHED FLOOR BD, BDD BACKDRAFT DAMPER BS BIRDSCREEN DN DOWN EA EXHAUST AIR OA, OSA OUTSIDE AIR RA RETURN AIR SA SUPPLY AIR (N) NEW (E)/UIST EXISTING (R) RELOCATED BWG "RIG TYP %ID BOTTOM WALL GRILLE TOP WALL GRILLE TYPICAL VOLUME DAMPER DEMO REVISIONS AIR TERMINAL LEGEND GRILLE, REGISTER, DIFFUSER IN LEGEND - SYMBOL a ABBREV, DESCRIPTION FIRE DAMPERED DUCT PENETRATION OF A HORIZONTAL SEPARATION FIRE DAMPERED DUCT PENETRATION OF A VERTICAL SEPARATION TIMER 0-4 HR ADJUSTABLE THERMOSTAT/HVAC UNIT # SENSOR/HVAC UNIT j SENSOR (CEIUNG MOUNT) EXHAUST FAN PIPE/DUCT UP PIPE/DUCT DOWN PIPE TEE DOWN o PIPE TEE UP EXIST DUCTWORK, EQUIP NEW DUCTWORK, EQUIP ADJ ADJACENT BSC BIOLOGICAL SAFETY CABINET CFH CHEMICAL FUME HOOD CFM CUBIC FEET PER MINUTE DB DUCT BOARD L,S UQUID, SUCTION N NECK NIC NOT IN CONTRACT OAI OUTSIDE AIR INTAKE RD ROUND DIFFUSER SHC SENSIBLE HEATING CAPACITY SR SUPPLY REGISTER TC TOTAL COOLING VEL VELOCITY WH WATER HEATER XX 8x8 • NECK SIZE (INCHES) 1 40 SQUARE OR RECTANGULAR AIR QUANTITY (CFM) XX NECK SIZE (INCHES) 8'0 - 140 ROUND RN-- Air Quantity (CFM) ARROWS INDICATE AIR PA RN FOR CEIUNG DIFFUSERS NO ARROWS INDICATE FOUR WAY PATTERN FIRE SPRINKLER HEADS TO BE FAST REACTION TYPE BY OTHERS. DESCRIPTION OF WORK: SIEREARATIE. CUIR FOR: 0 i'Vothanical Eksctrical Plumbing Gas Piping of REVISIONS No changes shall be made to the scope of work without prior approval of TuImila Building Division. NOT: wiii rquiro my submittal cr,'.1 may it7:,!ucio ald:ttonal Wan revIew feu', 1. REPLACE EXISTING (4) ROOFTOP GAS PACK UNJS WITH NEW GAS PACK UNIT, LIKE FOR LIKE WITH ECONOMIZER AND BAROMETRIC REUEF. RECEIVED CITY OF TUKWILA NOV,1 .0 2015 PERMIT CENTER 1,11172CM DRAWING INDEX M-1 LEGEND & ABBREVIATIONS, VICINITY MAP, NOTES, EQUIPMENT SCHEDULES & SHEET INDEX -2 NCWP ANDOVER EXECUTIVE PARK BLDG 16 ROOF - HVAC PLAN M-3 EQUIPMENT DETAILS FILEPATH: 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 Waltralf1131,1.1,3=1:021114V6MMLNIMYR (40 O. > LU >4.- m cit 1-11 UJ LU Z LU >r 0 N° z Cz DESCRIPTION PERMIT ISSUE 00 00 11- 00 REVIEWED FOR CO ECOMPLANCE- APPROVED A NOV 25 2015 City-ofTukwi a---- LDING DIVISION THIS DRAWING IS THE SOLE PROPERTY OF PACIFIC AIR CONTROL, INC. ANY REPRODUCTION, DUPLICATION, ADDITIONS AND/OR MODIFICATIONS REQUIRE THE WRI1TEN APPROVAL OF PACIFIC AIR CONTROL, INC. SCALE AS NOTED MM.= VRECUM.1.11.1:41....1 DRAWING T1 ILES LEGEND & ABBREVIATIONS VICINITY MAP, NOTES, SHEET NUMBER PROJECT NO. T151 006 :13161.21....10/421.0MINCCiSitIM.S.MIZISM ..1.111Stilneill•diaglaV6, of 3 PYRIGHT P2001 PACIFIC AIR CONTROL, INC. N " GP-4 CV Cn CV mt. GP-1 GP-3 (n —�- 12'-22" GP-2 31'-10}" 1 "I '-4" NCWP ANDOVER EXECUTIVE PARK BLDG 16 ROOF - HVAC PLAN SCALE: 1 /8" = 1 - 0" 'An 1.7 2016 CITY OF TUKWILA NOV 1 D 2015 PERMIT CENTER 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 ALL"t211=512.Yf£v9:: T IIIiC42' NO. DATE 11/03/15 THIS DRAWING CONTROL, INC. ADDITIONS ANC WRITTEN APPR DESCRIPTION PERMIT ISSUE V. EVPEUVED FOR C a DECOMPLIANC APPROVED NOV 2 5 2015 S THE SOLE] PP{ROPjEER�TYY OF PACIFIC OR' S' RIMS!` MMPI�WA�Tf'? /H�E,�N�' vBUILFDIGRDIV S1ON PROJECT MANAGER KC DRAWN BY AH DESIGNED BY KC/AH CHECKED BY KC PROJECT NO. AS NOTED T151006 DRAWING TITLES NCWP ANDOVER EXECUTIVE PARK BLDG 16 ROOF — HVAC PLAN SHEET NUMBER of 3 IR FILEPATH: COPYRIGHT E:2001 PACIFIC AIR coNTROL, INC. EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN (ALT) 3/4"-14 NPT DIA. HOLE 4114" 112" N.PT GAS CONNECTION (80MBH & 120MBH) 3/4"NPT GAS CONNECTION (150M5H, 200M BH &2501.1BH) 47 7/8" TH ROUGH THE BASE CONDENSATE r- - PLAN VIEW UNIT - -� 33" SUPPLY 27 5/8" - 321 /8" RETURN 4" -171/2" 9718" .4-171/2"-9- k-3.5/8" DIMENSION DRAWING 0 0 SUPPLY 2370 19114" CONDENSATE 88 5/8" 9 3/8" RETURN 32 1/4" -d- 00 16 3/4" -4- 4 314" 3 7/8" 'TOP PANEL CONDENSER FAN CONDENSER COIL UNIT CONTROL WIRE 7/8" DIA. HOLE SERVICE GAUGE PORT ACCESS1 318"DIA. HOLE UNIT POWER WIRE -CONTROL AND COMPRESSOR ACCE SS PANEL NOTES: 1.THRU -THE -BASE ELECTRICAL AND GAS IS NOT STANDARD ALL UNITS. 2. VERIFYWEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION 40718" Y t 181/2" 9 5/8" 5 518 PACKAGED GAS / ELECTRI CAL 0 41/4"--, 5 5/8" - 7 5/8" • r�- 0 DIMENSION DRAWING 53 1/4" UNIT GP-1 DETAIL NTS EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN fALT) 3/4 -14 NPT DIA. HOLE 4 1/4" THROUGH TH E BASE CONDENSATE 239/16" 421 /4" 23 1 /2" 15 1 /2" PLAN MEW UNIT TOP PANEL CONDENSER FAN CONDENSER COIL U NIT CONTROL WIRE 7/8" DIA HOLE SERVICE GAUGE PORT ACCESS 1 3/8"DIA. HOLE UNIT POWER WIRE CONTROL AND COMPRESSOR ACCESS PANEL 1 /2" N PT GAS CON NE CTIO U NOTES: 1.THRU-THE-BASE GAS AND ELECTRICAL ISNOT STANDARD ON ALL UNITS 2. VERIFYWEIGHT, CONNECTION, .AND ALL DIMENSION WITH 4 3/16" INSTALLER DOCUMENTS BEFORE IN STALLATION 9 1/4" r RETU RN 14" DIM ENSION DRAWING 1 24" 7 RETURN SUPPLY 143/4" 00 [ J 4" 231 /4" t I I (:)01 1 4 3/4" 171/4" CONDENSATE 8 7/8" b-131 /4" 6 9 7/8' 33116" 3€ 1/4" 20 /4" 9 5/8" 55/8" 0 0 r-� PACKAGED GAS / ELECTRICAL 4 1/4"-4:- 5 9116" 7 5/8" DIMENSION DRAWING UNIT GP-2,3 DETAIL NTS ro- 44 1/4" 17.18 4 SECTION )('X TYPICAL (8) SIDES OF SIDEFLOW DUCT OPENINGS 18.03 123/32) $ 18.29 [23/321 14.22 [9/16) SECTION Y'Y TYPICAL (8) SIDES OF DOWNFLOW DUCT OPENINGS 25.40 I11 Figure 3. 4YCC4024-4036 11.56 ((5/3211 (DUCT FLANGE) 4 1125 22 [44.5/161 INLET a 1 A 551.43 [21-23/321 ONDENSATE DRAIN FOR 19.0 (3/41 FEMALE NPT LEFT SIDE RECOMMENDED SERVICE CLEARANCE NM/IN. WITH 0.A. DAMPER/ECON. BACK SIDE 304.8 [121 762.0 1301 LEFT SIDE 914.4 (361 (066.8 (421 RIGHT SIDE 914.4 [361 - FRONT SIDE 1066.8 [421 - CLEARANCE TO COMBUSTIBLE MATERIAL MM/IN. BOTTOM 0 BACK SIDE 25.4 tll LEFT SIDE 152.4 (61 RIGHT SIDE 304.8 [121 FRONT SIDE 304.8 1121 TOP 914.4 [36) W2 WI 410 1187.11 158.9/16] INLET INLET TOP SIDE outET 157.37 [6.3/16) INLET FLUE HOOD 201.61 (7-15/161 4 ENTER OF GRAVITY • • FRONT SIDE BOTTOM SIDE Height mm/in Flu Hood w/brlct mm/in Approx. Corner Weight - kg / Ibs Shipping Weight kg/lbs Total Unit Weight kg/lbs Center of Gravity mm/in A D W1 W2 W3 W4 B C 4YCC4024 (060) 898.53 [35-3/8] 157.16 [6-3/16] 58.3 [129] 36.8 [81] 26.1 [58] 41.0 [90] 196.1 [432] 162.4 [358] 479.8 [18.9] 527.8 [20.8] 4YCC4030 (070) 898.53 [35-3/8] 157.16 [6-3/16] 61.3 [135] 38.7 [85] 27.5 [61] 43.1 [95] 204.8 [451) 171.1 [377] 406.5 [16.0] 594.1 [23.4] 4YCC4036 (070) 949.33 [37-3/8] 157.16 [6-3/16] 61.1 [134] 38.3 [84] 27.1 [60] 43.2 [95] 203.4 [438] 169.7 [374] 414.3 [16.3] 697.6 [27.5] 4YCC4036 (090) 949.53 [37-3/8] 157.16 [6-3/16] 61.7 [136] 38.9 [86] 27.7 [61] 43.7 [96] 205.7 [453] 172.0 [379] 414.3 [16.3] 697.6 [27.5] Aus1,72016 UNIT GP-4 DETAIL NTS FILEPATH: RECEIVED crry OF TUKWILA NOV 1..0 2015 PERMIT CENTER 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 Isza= U LiJ a 0 PROP < 1L4J 00 00 UJ Zti; >. 44( Ce LLJ DATE DESCRIPTION 11/03/15 PERMIT ISSUE A THIS DRAWING I5 CONTROL, INC. ADDITIONS AND/ WRITTEN APPRO�, PROJECT MANAGER KC DRAWN BY AH SCALE AS NOTED SHEET NUMBER RE\'tEWED FOR C ' DE COMPLIANCE APPROVED DV-2-5 2015 THE I( f IJ 04IF1C Al RNIatilLOIN ' 1 igl'ON DESIGNED BY KC/AH CHECKED BY KC PROJECT NO. T151006 of 3 COPYRIGHT 02001 PACIFIC AIR CONTROL, INC.