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HomeMy WebLinkAboutPermit M18-0100 - OFFICE DEPOT - HVAC UNIT REPLACEMENTSOFFICE DEPOT 300 ANDOVER PARK W 400 EXPIRED 04/28/2019 M18-0100 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 MECHANICAL PERMIT 2623049001 Permit Number: M18-0100 300 ANDOVER PARK W 400 Project Name: OFFICE DEPOT Issue Date: 10/30/2018 Permit Expires On: 4/28/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: SEGALE PROPERTIES LLC PO BOX 88028 , TUKWILA, WA, 98138 JOHN WARE 7509 GRANGE ST W , LAKEWOOD, WA, 98499 FIVE STAR MECHANICAL Address: 109 WASHINGTON BLVD, SUITE B , ALGONA, WA, 98001 License No: FIVESM*010JT Lender: Name: Address: Phone: (253) 852-8285 Phone: (253) 852-8284 Expiration Date: 5/1/2020 DESCRIPTION OF WORK: REPLACE 3 12.5 TON HVAC UNITS WITH 12.5 UNITS WITH 12.5HVAC UNTIS REUSE EXISTING DUCTWORK. RAISE 28 -UNITS FOR THE ROOFING PROJECT. Valuation of Work: $100,000.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $1,491.15 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: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Date: 01 \ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: g44"1 Date:li"J`�f Print Name: / 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: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 2: 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) 3: 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) 4: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 5: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 6: 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) 7: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 11: 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. 12: 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. 13: Readily accessible access to roof mounted equipment is required. 14: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 15: 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. 16: 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). \ / \ 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 18: 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. 19: ***MECHANICAL PERMIT CONDITIONS*** 20: All mechanical work shall be inspected and approved under Permit Center (206/431-3670). 21: Manufacturers installation instructions shall be available on PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 0703 1800 0609 0705 0701 0702 FIRE FINAL MECH EQUIP EFF MECHANICAL FINAL PIPE/DUCT INSULATION REFRIGERATION EQUIP ROUGH -IN MECHANICAL SMOKE DETECTOR TEST a separate permit the job site at the issued by the City of Tukwila time of inspection. / " CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www. ci. tukwila. wa. us 7 N. Mechanical Permit N 111 Proct No.Rt*f/d (0+ V6 (For office use only) ire 2f�,1 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: 300 Andover Parkwa+f-W Tenant Name: Office Depot Suite Number: 400 Property Owners Name: Segale Properties LLC Mailing Address: P.O. Box 88028 New Tenant: Floor: 1 ❑ Yes O..No Tukwila WA 98188 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: John Ware Mailing Address: 7509 Grange St W Day Telephone: (206) 786-8276 Lakewood WA 98499 E -Mail Address: lohnw@fivestarmech.com City State Fax Number: (253) 852-8285 Zip MECHANICAL CONTRACTOR INFORMATION Company Name: Five Star Mechanical Mailing Address: 7509 Grange ST W Lakewood Contact Person: Bud Ware WA 98499 E -Mail Address: Johnw@fivestarmech.com Contractor Registration Number: FIVESM* 010JT City State Day Telephone: (206) 786-8278 Fax Number: (253) 852-8285 Zip Expiration Date: 04/30/2019 ARCHITECT OF RECORD — All plans must be stamped by architect of record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by engineer of record Company Name: PCS Structural Solutions Mailing Address: 1250 Pacific AVE Tacoma Contact Person: Dan Tappel WA 98402 E -Mail Address: H:'Applications\Forms-Applications On Line \2010 Applications\7-2010 - Mechanical Permit Application.doc Revised: 7-2010 bh City State Day Telephone: (253) 383-2797 Fax Number: Zip Page 1 of 2 N. Valuation of project (contractor's bid price): $ 100,000 Scope of work (please provide detailed information): Replace three 12.5 ton hvac units with 12.5 hvac units reuse existing ductwork. Raise 28 -units for the roofing project. Use: Residential: New 0 Replacement ❑ Commercial: New 0 Replacement 0 Fuel Type: Electric Gas 0 Other: Indicate type of mechanical work being installed and the quant'ty below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler/Compressor Qty furnace <100k btu air handling unit >10,000 cfm 3 fire damper 0-3 hp/100,000 btu furnace >100k btu evaporator cooler diffuser 3-15 hp/500,000 btu floor furnace ventilation fan connected to single duct thermostat 15-30 hp/1,000,000 btu suspended/wall/floor mounted heater ventilation system wood/gas stove 30-50 hp/1,750,000 btu appliance vent hood and duct emergency generator 50+ hp/1,750,000 btu repair or addition to heat/refrig/cooling system Incinerator — domestic other mechanical equipment Curb adapters 28 air handling unit <10,000 cfm 3 incinerator — comm/ind 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDI Signatur Print Name: R R AUTHORIZED AGENT: John Ware Mailing Address: 7509 Grange ST W Date: 08/14/2018 Day Telephone: (206) 786-8278 Lakewood WA 98499 IDate Application Accepted: City State Zip Date Application Expires: Staff Initials: H \Applications\Forms-Applications On Line\2010 Applications\7-2010 - Mechanical Permit Application.doc Revised: 7-2010 bh Page 2 of 2 ash Register Recei City of Tukwila � 1 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY = PAID $1,491.15 M18-0100 Address: 300 ANDOVER PARK W 400 Apn: 2623049001 $1,491.15 Credit Card Fee $43.43 Credit Card Fee R000.369.908.00.00 0.00 $43.43 MECHANICAL $1,392.04 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,080.48 PLAN CHECK FEE R000.322.102.00.00 0.00 $278.41 TECHNOLOGY FEE $55.68 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15149 R000.322.900.04.00 0.00 $55.68 $1,491.15 Date Paid: Tuesday, August 14, 2018 Paid By: JOHN WARE Pay Method: CREDIT CARD 009763 Printed: Tuesday, August 14, 2018 12:00 PM 1 of 1 SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/14/2018 11:59:51 AM CREDIT CARD SALE VISA CARD NUMBER: **********1552 K TRAN AMOUNT: $1,491.15 APPROVAL CD: 009763 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 8/14/2018 F CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/14/2018 11:59:51 AM CREDIT CARD SALE VISA CARD NUMBER: **********1552 K TRAN AMOUNT: $1,491.15 APPROVAL CD: 009763 RECORD #: 000 CLERK ID: RacheLle Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 8/14/2018 REMOVE THESE TWO UNITS AND SAVE PARTS FOR MAINTENANCE. 111C• IDC 7.5005 7.5 TON RAISE ONLY AND NURSE ALONG. COMPRESSOR GOING HERE. 1778 Ii1108 '!12.5 TON , -12.5 TON REPLACE THESE THREE UNITS DURING REROOF PROJECT. > '9C 8C RP ISE CURBS ON EXISTING HVAC ❑ BC '.7.5 TON 7.5 TON UNITS WHERE REQUIRED 12.5 TON ® 12.5TON D12561105 12.5T0N ROOF ACCESS 88 12.5 TON 58 7.5TON 048 STON UNITS ALREADY RAISED. ❑11A 12.5 TON F10A 12.5 TON yVI//7- SKYLIGHTS I'L� 125 TON o12.5TON 12.5 TON 125 TONa� �'A 7.5TON 1T,5TON IA IA 12.5 TON ROOF PLAN PARCEL NO.: 262304 9001 ROOF AREA: 125.744 SQUARE FEET EXISTING ROOF SYSTEM: METAL DECKING R-19 RIGID INSULATION JP STEVENS 11 -11 -TUFF' SINGLE -PLY ROOF MEMBRANE NEW ROOF SYSTEM: 60 MIL TPO SINGLE -PLY MEMBRANE MECHANICALLY ATTACHED OVER EXISTING ROOF SYSTEM. k' GENS DECK INSTALLED WL NERE SLOPE EXCEEDS PER 12 ROOF RATING. EXISTING CLASS 'X CLASSIFICATION TO BE MAINTAINED WITH NEW MEMBRANE INSTALLATION. k, Lt. Ir---- v I S. COL SEP 192018 City of Tukwila EU1LCC:NG D+VISION RECEIVED CITY OF TUKWILA 5 1 Li 2016 PERMIT CENTER VICINITY MAP I Ao6 SEGALE RETAIL CENTER MI Mob PROPERTIES w J Q 0 w (n 61 6 �d1 RIDER MAWR X DRAWN° MAKER 1 sur: 1 OR r o c CP :0 .c > O C ooau.6,� N (V p 0 C) 0, cis > _' cD 0) 0 C 3 1— c0 j Z p r Z DocuSign Envelope ID: DCI13614-290E-4C81-676B-CBFO6AD233F5 1250 Pacific Avenue, Suite 701 I Tacoma, WA 984021253 N C') 0 3 0) 0 a. 0 0 7 (!) 0 c -652 co O fG t 4 E O 0 0 U a z 0 V 1,5 Pki) ~ 0 w 0r Ni. z v vim0- = � B -1 0 =1 ri v !tP � 0 LLI 1.4 a. cN o':: c' (i il 8O "7 O ▪ C cn • C) j 0 =•' to Oj 0 • O 1- `O t C) r " 0 y O 0 0 0 7.3 (.1 c� O 0 lSs m 41. i/ to PERMIT CENTER U CC -41c 00 1- DocuSign Envelope ID: DCI13614-290E-4C81-B76B-CBF06AD233F5 N Originating Offi FCS Structural Solutions 0. W I- ~ 4 WQ f 0 L'J 0 0 't4 r ril uk !1). 4 PERMIT CENTER www.pcs-structural.com N.N. N m nj cri cV N 03 M N CYi N N a0N N 6) E 03 u • E04 o • • 0 O0 N tU COI Cr) aJ 0 O NO 03 0 g ROOF ACCESS REMOVE THESE TWO UNITS AND SAVE PARTS FOR MAINTENANCE. RAISE ONLY AND NURSE ALONG. `'111C J1.5 TON -- 1.5 TON ' COMPRESSOR GOING HERE. 110 r10B 12.5 TON 12.5 TON REPLACE THESE THREE UNITS DURING REROOF PROJECT. a8C RAISE CURBS ON EXISTING 01049 eC 7.5 TON UNITS WHERE REQUIRED 12.5TON °'175 0 a1B 12.5009 12.5 TON 12.5TCN ROOF ACCESS UNITS ALREADY RAISED. 1211A .5 TON 9A 125 TON 84 ° 1A 12.5 TqJ 12.5 TON ROOF PLAN El'A a'A 1.5TON 12.5 TON RAISE THE NURSE THRU 8 THREE UNITS. SEGALE RETAIL CENTER PARCEL N0.: 262304 9001 ROOF AREA: 125.744 SQUARE FEET EXISTING ROOF SYSTEM: METAL DECKING R-19 RIGID INSULATION JP STEVENS 'HI -TUFF SINGLE -PLY ROOF MEMBRANE NEW ROOF SYSTEM: 60 MIL TPO SINGLE -PLY MEMBRANE MECHANICALLY ATTACHED OVER EXISTING ROOF SYSTEM. {. DENS DECK INSTALLED WHERE SLOPE EXCEEDS C. PER 12'. ROOF RATING: EXISTING CLASS 'A' CLASSIFICATION TO BE MAINTAINED WITH NEW MEMBRANE INSTALLATION. ATC Hazards by Location This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. Hazards by Location 1 r L Map data ©2018 Google z -E. .0a. .c -E - E E E E E E E h 1CO Cr) CO CO O 0 e- r • • w a a. a a a 0. E E E E E E Csl CD LO Fr) 0 CD r 4r - PERMIT CENTER DocuSign Envelope ID: DCI13614-290E-4C81-B76B-CBFO6AD233F5 ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. 1TC Hazards by Location Search Information ©lympi' Ngtronat Park Name SS Si SM8 SMI SDS 8D1 5 1.0 Value 1.448 0.539 1.448 0.809 0.966 0.539 3.0 : ief a!= he.? ..Map = R.Part • m.o enpr SEP 19203 City of Tukwila BUILE'. ' G D. x.1,11211 1.0 2.0 4.0 RECEIVED CITY OF TUKWILA SEP 1 0 2018 PERMIT CENTER J Z / c co Z LL M M 0 COLL M co 0 m U rn 0 tilw rn U CD cA 0 E 0 as H Originating Office: L 3 v cl 00 i u .1 i 1 fi s 8 i 2 t t ‘.'. i 1 ig -'.-)114* 4 F i 0 1 x,9 f" J r a 44 1 s � a nl PERMJT CENTER E 0 U �Nm a, co N N 000) CO03N- M) 0) C) 0) t b coy (n F • 0 • a ��o CO N �rraO^^+ rr�O^^.+ Vl v! 4- 134 c o O N 0 N ti T J J A') r LL Cr) M N 0 LL it U c co gr., m co U LL O 'cr co r DocuSign Envelope ID: Originating Office: t s tvs !1 A J n � 00 LJ Y N D U O w C>. Cr) U PERMIT CENTER 0 3- 0 0 1 0 a3 xs g co a° DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 CO o z E 4.9 o Z A c C/7 U 0 Originating Office: (2 f PERMIT CENTER c.-41 ,, Li Ai ,.1 i- It• o • i's LI I �t F _ W '",t0P '...." o rn 1041 •1 a N CA m N M N ✓ IP cp M c» > —) civ c`r'3 -.N\ 3 •4 0 rr. v V m m m dr N "a' COCON an 01 co 330 I: 1- v Z h moco 1 t1 is it 3_4 0 0 0 N 4 It kt1 tr ,a \ik .< ›_, cn g n .1.!. 0 0 U 1 0 Lt -• - me co o rn DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBF06AD233F5 PCS Structural Solutions LDCO CO CO rl BO v to 2 v p m E 7 t~ u II ro .454 .0 .0 M 00 m 11 11 a ++ 's m L ?> C43 15c c W 0. 0. _l N 11 v CO o o O p o a ce N 0 co O V N N CO a m 0, m V 00 c 7 CU s 0 0. E Y C f0 V C 00 V1 t0 0 f0 s y O c v 0 0 ck Seismic Fo s on N v to 1 1 EXPOSURE D 01 0 .i 0 rl tv +-I +-1 42 .-1 +-i 1.22 1 N H m N - 0 `�.. 0 I e/u 0 0.85 m a 0.94 a CT! a o .-i m o .-1 m rt .-1 ; ° c n3 c 1.0 c co LO 0 ID 0 1.0 0 O N 0 CO Q 0.85 � c 1, c of c .--. s N N . t'7 4r1 'O r- 000 T 11 11 11 N N it0. no ;o *tr m r1 a 11 II ( H _C E E 11a LL to N cr. O O o m to to. 0 II Check Overturning 4 .0 .0 00 CMO .0 N 287 Ib <— Low 11 11 11 s s z INIl1111N II a a a C co.C. V) a E_ to O Q to O c0 ON C E -,m d i.15 ^ ^ c #10 Screw Capacity into 18 GA 0 O II 11 Ti N N a CO C N in 0) `0 ZO Provide #10 Screws at 1r o.c. ASCE 7 Eq 13.3-1 N m t71 n1 C11 Cs1 W W n b LLI LU N V) Q Q ASCE 7, Table 13.5-1 ASCE 7, Sec. 13.1.3 ASCE 7, Table 13.5-1 W w 11 11 L V 0. `p a El. �� m Y la -ct L v O C MI = L .... to * 00 pp ♦+ 0 W N O v 'p C1 p 00 V1 CO W O .y v��• 3?2s o a co C �v_f......C c c C 11 II * 11 V s rc Y X M D .:( 0 (D u. PERMIT CENTER DocuSign Envelope ID: DC113614-290E-4C81-676B-CBFO6AD233F5 ill PCS Structural Solutions General Beam Analysis Description : (E) Roof Joist w/ (E) RTU General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 0 0 2 30.0 ft Project Title: Segale RTU Engineer: Project ID: 18664 Project Descr: t4 Area = 10 Rle = G:12018 Jobs118664 Segale Retail RiUtCelcs118664_2018-08.06.ec6 Licensee PCS STRUCTURAL SOLUTIONS 10.0 in"2 Moment of Inertia = 0(0 0961,S(0 15) Span =300ft 0(0.234) in^4 100.0 e X Applied Loads Uniform Load : D = 0.0160, S = 0.0250 ksf, Tributary Width = 6.0 ft, (D+S) Uniform Load : D = 0.0390 ksf, Extent = 0.0 -» 7.0 ft, Tributary Width = 6.0 ft, ((E) RTU) Uniform Load : D = 0.0390 ksf, Extent = 23.0 -» 30.0 ft, Tributary Width = 6.0 ft, ((E) RTU) Service Toads entered. Load Factors will be applied for calculations. DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 33.408 k -ft +D+S Span # 1 15.000 ft 0.950 0.015 1.932 0.010 in in in in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M Overall MAXimum Envelope Dsgn. L = 30.00 ft 1 D Only Dsgn. L = 30.00 ft 1 +D+S Dsgn. L = 30.00 ft 1 +D{0.750S Dsgn. L = 30.00 ft 1 +0.60D Dsgn. L = 30.00 ft 1 Overall Maximum Deflections Load Combination +D+S Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+S +D+0,750S +0,60D S Only Span 1 V Mmax + 33.41 16.53 33.41 29.19 9.92 Max. " " Defl 1.9320 Support 1 Support 2 5.328 5,328 1.847 1.847 3,078 3.078 5.328 5.328 4.766 4.766 1.847 1.847 2.250 2.250 Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 378 23868 186 37166 Summary of Moment Values (k -ft) Mmax - Ma - Max Mnx MnxlOmega Cb Rm 33.41 16.53 33.41 29.19 9.92 Location in Span Load Combination 15.150 Support notation : Far left is #1 hi_+ SEP192313 City of Tu! vita BUILC:i'v D, \'s �'ON 5.328 k +D+S Span # 1 30.000 ft Shear Values (k) Va Max Vnx Vnx/Omega 5.33 3.08 5.33 4.77 1.85 Max. "+" Defl Location in Span 0,0000 0:000 Values in KIPS RECEIVED CITY OF TUKWILA SEP 102018 PERMIT CENTER DocuSign Envelope ID: DC113614-290E-4C81-676B-CBFO6AD233F5 11 PCS Structural Solutions General Beam Analysis Lica # : KW -06002327 Description : (E) Roof Joist wl (E) RTU + (N) Curb General Beam Properties _ 29,000.0 ksi Span Length = v '� 0(T 34 A 30.0 ft Segale RTU 18664 10.0 inA2 11 Licensee : PCS STRUCTURAL SOLUTIONS. in^4 1 00.0 0(0.013) D(0 ?34) x x _ Applied Loads Uniform Load : D = 0.0160, S = 0.0250 ksf, Tributary Width = 6.0 ft, (D+S) Uniform Load : D = 0.0390 ksf, Extent = 23.0 —» 30.0 ft, Tributary Width = 6.0 ft, ((E) RTU) Uniform Load : D = 0.0390 ksf, Extent = 0.0 —» 7.0 ft, Tributary Width = 6.0 ft, ((E) RTU) Uniform Load : D = 0.0130 klft, Extent = 0.0 —» 7.0 ft, Tributary Width = 1.0 ft, ((N) Curb) Uniform Load : D = 0.0130 klft, Extent = 23.0 —» 30.0 ft, Tributary Width = 1.0 ft, ((N) Curb) DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 33.727 k -ft +D+S Span #1 15.000 ft 0.950 in 0.015 in 1.953 in 0.010 in Maximum Forces & Stresses for Load Combinations Overall MAXimum Envelope Dsgn. L = 30.00 ft 1 D Only Dsgn. L = 30.00 ft 1 +D+S Dsgn. L = 30.00 ft 1 +D+0.750S Dsgn. L = 30.00 ft 1 +0.60D Dsgn. L = 30.00 ft 1 Overall Maximum Deflections +D+s Vertical Reactions 1 Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 378 23868 184 36354 SEP1922'3 City of Tu!-' 'ila BUILE .r3 's 5.419 k +D+S Span # 1 30.000 ft RECEIVED CITY OF TUKWILA SEP 1 0 2018 PERMIT CENTER DocuSign Envelope ID: DCI13614-290E-4C81-676B-CBFO6AD233F5 N co co co coco co is m N H m-0 to C N m .O LYYO�O awri a. . r'9, >, EW go c. c 4 _nil2 tal ■ 0 _J Ci opo W UJ Y N ~ >CZ) UJ 0 c� •— U 1 -- CC cW 2 h• c Q m• ea Support notation : Far left Is #1 IIN 0 t[ r0 10 O. W CI N ..;r'rtki CO (O.1©tt, 0 CO CA N I co M r- DocuSign Envelope ID: DCI13614-290E-4C81-B76B-CBFO6AD233F5 tion: PKGGE/12.5TON/BTO NCHES (MM) DIMENSIONS - 0 a 8 COen en en a CO u. u, 1 tri m E a a a a i» to u, W 1K co N r N C • N to t�0 m O 0 +1", O V~' to N h*. 'a tf9 CO .1C M A A 2 i� m 0) CO r c "r - .o a 0 tO Cl CO a Y r 0 O 1 r 00 d) L'7 N 1 CO Y CO 0) CO OM! CV O rn co coa � r 0 0 c! M entu CO to 0) Y cO 1 r• r aJ a to m Y 'v- v.. N N Cd 0 1- It Q m U G �0 CD C9 of CO *4) CO 0 m 0 ti a N O p 10 CDo- r) O 0 En a` � a DocuSign Envelope ID: DC113614-290E-4C81-B76B-CBFO6AD233F5 eJ.-.9 LA 9.-• rTS NOTES: 1 Dimensions in [ ] are in millimeters 2e) Center of gravity 3 14> Direction of airflow 4 On vertical discharge units, ductwork to be attached to accessory roof curb only For horizontal discharge units, field• supplied flanges should be attached 10 horizontal discharge openings, and ail ductwork should be attached to the flanges 5. Minimum clearance (local codes or juris- diction may prevail): a Between unit, flue side and combusti- ble surfaces, 48 inches b Bottom of unit to combustible surfaces (when not using curb) 1 inch Bottom of base rail t0 combustible surfaces (when not using curb) 0 inches c Condenser coil for proper airflow, 36 in one side, 12 in the other The side getting the greater clearance is optional d Overhead, 60 in to assure proper condenser fan operation e Between units, control box side, 42 in por NEC (National Electrical Code) f Between unit and ungrounded sur- faces, control box side, 36 in per NEC g Between unit and block or concrete walls and other grounded surfaces, control box side, 42 in per NEC h. Horizontal supply and return end, 0 inches 6 With the exception of the clearance for the condenser coil and combustion side as stated in Note 5a, b, and c, a remov- able fence or barricade requires no clear- ance. 7 Units may be installed on combustible floors made from wood or Class A, B, or C roof covering material if set on baserail r 0'-7 5/16%4.. (185) --•2'-4 5/16—+ (7191 .., 0'-4 ' 11 �- --1 ' -O 5/8' (320101] FILTER ACCESS PANEL 0,1,�----- (THROWAWAY FILTERS) ACCESSORY • H000 FILTER +-1*-11 15/16' 1 (6081 1'-1 7/8' 13521 FIELD CT RETURN AIR ;OPENING HORIZONTAL Jt b• -e 7/ FIELD CUt !(226)1• SUPPLY AIR OPENING 4 HORIZONTAL OUTSIDE OF PANEL OUTDOOR AIA / 2077416' 1'l 3" -1' b. -7' t..0' -s 11/16 f (9401 / ( (144) SUPPLY AIR REAR FILTER/ECONOMIZER ACCESS PANEL CONOEN3CR COIL --� • 4'-9 3/4' [1467] LEFT SIDE CORNER '0' ELECTRICAL OISCONNECT LOCATION ¢H• 1116—, CONDENSER COIL 0'-4 9/16" [1161 0'-2 9/16' -e- [65) /16 -o.(65) TYP 4or roM of 0e5E RAIL 4'-5 7/B°. [1369) LEFT S[DE 3' 6 15/16' (1091) --1 RIGHT SIDE r RETURN AIR E STO. CONDENSATE DRAIN 2'-11 1/2" (9021 OUTDOOR AIR O' -3 9/16' (901 J. 10' *P-179] 1 0'-1 [48 5]6 I O [1201 16` i! FRONT 6'-3 1/4' (1073) (1022.4)1 0'-7 3/8' ` [1871 ''-0'-3 13/16" [97) 8 0 /FLUE HOOD -0 3/(." [6191 ( }f �3/4' [146) 7'-3 3/8" [22191 1'-7' (3551 ( T 1'-0 ti/e X11 r 0•(13.1/8. i RIGHT SIDE SUPPLY AIR 0'-S 7/16' 0'-3 1/8' ,1).' - [79) CORNEA ' 0°-0 3/8' (10) CONTROL BOX/ "L' COMPRESSOR/ BURNER ACCESS PANEL EVAPORATOR -FAN MOTOR AND BLOWER ACCESS PANEL 13/4" Dia [35] Field Power Supply Hole 0.-3 5/16' 191) F ii R N Y* tl . .6 .. %/e" Dia [22] Field Control Wiring Hole 3/4"-14 NPT Condensate Drain 1/2"-14 NPT Gas Connection 580D090,102-125 3/4"-14 NPT Gas Connection, all others 2" Dia [51] Power Supply Knock -Out - r 189 86 161 73 239 109 280 127 2-0'/4 632 3-55/A6 2-91/,6 2- 27/ie 672 ' 191 87 163 74 242 110 284 129 1-2% 378 3-55A6 1050 2-9"/Io 856 2- 2Y/18 672 225 102 192 87 285 129 333 151 1.27/e 378 4-15/16 1253 3-03/a 924 - 2.10',4e 875 228 103 195 88 289 131 338 153 1-2% 378 4-11/16 1253 3-03/4 924 2-107/10 875 NOTES: 1 Dimensions in [ ] are in millimeters 2e) Center of gravity 3 14> Direction of airflow 4 On vertical discharge units, ductwork to be attached to accessory roof curb only For horizontal discharge units, field• supplied flanges should be attached 10 horizontal discharge openings, and ail ductwork should be attached to the flanges 5. Minimum clearance (local codes or juris- diction may prevail): a Between unit, flue side and combusti- ble surfaces, 48 inches b Bottom of unit to combustible surfaces (when not using curb) 1 inch Bottom of base rail t0 combustible surfaces (when not using curb) 0 inches c Condenser coil for proper airflow, 36 in one side, 12 in the other The side getting the greater clearance is optional d Overhead, 60 in to assure proper condenser fan operation e Between units, control box side, 42 in por NEC (National Electrical Code) f Between unit and ungrounded sur- faces, control box side, 36 in per NEC g Between unit and block or concrete walls and other grounded surfaces, control box side, 42 in per NEC h. Horizontal supply and return end, 0 inches 6 With the exception of the clearance for the condenser coil and combustion side as stated in Note 5a, b, and c, a remov- able fence or barricade requires no clear- ance. 7 Units may be installed on combustible floors made from wood or Class A, B, or C roof covering material if set on baserail r 0'-7 5/16%4.. (185) --•2'-4 5/16—+ (7191 .., 0'-4 ' 11 �- --1 ' -O 5/8' (320101] FILTER ACCESS PANEL 0,1,�----- (THROWAWAY FILTERS) ACCESSORY • H000 FILTER +-1*-11 15/16' 1 (6081 1'-1 7/8' 13521 FIELD CT RETURN AIR ;OPENING HORIZONTAL Jt b• -e 7/ FIELD CUt !(226)1• SUPPLY AIR OPENING 4 HORIZONTAL OUTSIDE OF PANEL OUTDOOR AIA / 2077416' 1'l 3" -1' b. -7' t..0' -s 11/16 f (9401 / ( (144) SUPPLY AIR REAR FILTER/ECONOMIZER ACCESS PANEL CONOEN3CR COIL --� • 4'-9 3/4' [1467] LEFT SIDE CORNER '0' ELECTRICAL OISCONNECT LOCATION ¢H• 1116—, CONDENSER COIL 0'-4 9/16" [1161 0'-2 9/16' -e- [65) /16 -o.(65) TYP 4or roM of 0e5E RAIL 4'-5 7/B°. [1369) LEFT S[DE 3' 6 15/16' (1091) --1 RIGHT SIDE r RETURN AIR E STO. CONDENSATE DRAIN 2'-11 1/2" (9021 OUTDOOR AIR O' -3 9/16' (901 J. 10' *P-179] 1 0'-1 [48 5]6 I O [1201 16` i! FRONT 6'-3 1/4' (1073) (1022.4)1 0'-7 3/8' ` [1871 ''-0'-3 13/16" [97) 8 0 /FLUE HOOD -0 3/(." [6191 ( }f �3/4' [146) 7'-3 3/8" [22191 1'-7' (3551 ( T 1'-0 ti/e X11 r 0•(13.1/8. i RIGHT SIDE SUPPLY AIR 0'-S 7/16' 0'-3 1/8' ,1).' - [79) CORNEA ' 0°-0 3/8' (10) CONTROL BOX/ "L' COMPRESSOR/ BURNER ACCESS PANEL EVAPORATOR -FAN MOTOR AND BLOWER ACCESS PANEL 13/4" Dia [35] Field Power Supply Hole 0.-3 5/16' 191) F 21/2" Dia [64] Power Supply Knock -Out 13/4" Dia [44] Charging Port Hole %/e" Dia [22] Field Control Wiring Hole 3/4"-14 NPT Condensate Drain 1/2"-14 NPT Gas Connection 580D090,102-125 3/4"-14 NPT Gas Connection, all others 2" Dia [51] Power Supply Knock -Out NOTES: 1 Dimensions in [ ] are in millimeters 2e) Center of gravity 3 14> Direction of airflow 4 On vertical discharge units, ductwork to be attached to accessory roof curb only For horizontal discharge units, field• supplied flanges should be attached 10 horizontal discharge openings, and ail ductwork should be attached to the flanges 5. Minimum clearance (local codes or juris- diction may prevail): a Between unit, flue side and combusti- ble surfaces, 48 inches b Bottom of unit to combustible surfaces (when not using curb) 1 inch Bottom of base rail t0 combustible surfaces (when not using curb) 0 inches c Condenser coil for proper airflow, 36 in one side, 12 in the other The side getting the greater clearance is optional d Overhead, 60 in to assure proper condenser fan operation e Between units, control box side, 42 in por NEC (National Electrical Code) f Between unit and ungrounded sur- faces, control box side, 36 in per NEC g Between unit and block or concrete walls and other grounded surfaces, control box side, 42 in per NEC h. Horizontal supply and return end, 0 inches 6 With the exception of the clearance for the condenser coil and combustion side as stated in Note 5a, b, and c, a remov- able fence or barricade requires no clear- ance. 7 Units may be installed on combustible floors made from wood or Class A, B, or C roof covering material if set on baserail r 0'-7 5/16%4.. (185) --•2'-4 5/16—+ (7191 .., 0'-4 ' 11 �- --1 ' -O 5/8' (320101] FILTER ACCESS PANEL 0,1,�----- (THROWAWAY FILTERS) ACCESSORY • H000 FILTER +-1*-11 15/16' 1 (6081 1'-1 7/8' 13521 FIELD CT RETURN AIR ;OPENING HORIZONTAL Jt b• -e 7/ FIELD CUt !(226)1• SUPPLY AIR OPENING 4 HORIZONTAL OUTSIDE OF PANEL OUTDOOR AIA / 2077416' 1'l 3" -1' b. -7' t..0' -s 11/16 f (9401 / ( (144) SUPPLY AIR REAR FILTER/ECONOMIZER ACCESS PANEL CONOEN3CR COIL --� • 4'-9 3/4' [1467] LEFT SIDE CORNER '0' ELECTRICAL OISCONNECT LOCATION ¢H• 1116—, CONDENSER COIL 0'-4 9/16" [1161 0'-2 9/16' -e- [65) /16 -o.(65) TYP 4or roM of 0e5E RAIL 4'-5 7/B°. [1369) LEFT S[DE 3' 6 15/16' (1091) --1 RIGHT SIDE r RETURN AIR E STO. CONDENSATE DRAIN 2'-11 1/2" (9021 OUTDOOR AIR O' -3 9/16' (901 J. 10' *P-179] 1 0'-1 [48 5]6 I O [1201 16` i! FRONT 6'-3 1/4' (1073) (1022.4)1 0'-7 3/8' ` [1871 ''-0'-3 13/16" [97) 8 0 /FLUE HOOD -0 3/(." [6191 ( }f �3/4' [146) 7'-3 3/8" [22191 1'-7' (3551 ( T 1'-0 ti/e X11 r 0•(13.1/8. i RIGHT SIDE SUPPLY AIR 0'-S 7/16' 0'-3 1/8' ,1).' - [79) CORNEA ' 0°-0 3/8' (10) CONTROL BOX/ "L' COMPRESSOR/ BURNER ACCESS PANEL EVAPORATOR -FAN MOTOR AND BLOWER ACCESS PANEL 0.-3 5/16' 191) F 3' -0 (914 41 FORKLIFT TRUCK SLOTS 0'-8 7/16" 0'-2 1/4' (571 (2141 (fYP 8 PLACES) FRONT CITyRt1u . ° viLA SEP 1 0 2018 ►3 PERAv)d T CENTER SEP 192v City of Tu:-.wila EU(LC.o _u G•','#�;C'. ALLIED' Commerc Product Submittal Project Information Project Name: 5 StarZ GB Project Number: Project Location: Tacoma, US Project Altitude: 100 Customer Information Company Name: Thrifty Supply Co Of Everett Inc Company Address: 1603 133RD PL NE Company Location: BELLEVUE, WA 98005-2369 Contact: Mark Crudge Phone: 425-641-8073 Engineering Information Company Name: Company Address: Company Location: Contact: Phone: F.0 COC = cc. . ANC` � r r:r ,) ,� �j� SEP 19 2018 City of Tukwila BUILDING DIVICION RECEIVED CITY OF TUKWILA SEP 102018 PERMIT CENTER We are pleased to provide the attached project submittal. If you have any questions or need additional information, please feel free to call our office. Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 1 of 7 CORRECTION LTR# VVi(fDV)Oi Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 Allied Air Enterprises LLC - Product Submittal Table of Contents System ID Qty Model Description BV498 1 ZGB150S4B PKGGE/12.5TON/BTO /)6 Duct detectors are existing it the three units getting replaced and will be tested for proper operations. Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 2 of 7 Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 Allied Air Enterprises LLC - Product Submittal System ID: BV498 Package Model: ZGB 150S4B Description: PKGGE/12.5TON/BTO HEATING PERFORMANCE Unit Type HIE LowInput H/E LowOutput H/E HighInput H/E HighOutput System HeatOutput Packaged Gas Electric 156000 (Btuh) 124800 (Btuh) 240000 (Btuh) 192000 (Btuh) 192000 (Btuh) Gas Supply Connection H/E Heat Rise AFUE/ ThermalEff Number of Heating Stages Gas Supply Pressure 0.75 (in.) 35.6 (°F) 80 2 7 (in.WC) COOLING PERFORMANCE Refrigerant ARI EER ARI IEER ARI Total Power ARI GrossTotalCool ARI NetTotalCool Tube/Fin Refrigerant Charge R -410A 10.8 12.2 12700 (W) 143000 (Btuh) 137000 (Btuh) 0 Number Compressors Number of Cooling Stages Condensate Drain Size 2 2 1.00 (in.) SUPPLY FAN PERFORMANCE SupplyFan NomPower Supply Fan Type SupplyDrive Min RPM S. .plyDrive Max RPM CFM 2.00 (hp) CAV Belt Drive 590 (rpm) 90 (rpm) ELECTRICAL TotalStaticPress Gas H/E Static Press Economizer Static Press Air Filter Qty Air Filter Length Air Filter Width Air Filter Thickness Number Exhaust Fans 0.72 (in.WC) 0.43 (in.WC) 0.29 (in. WC) 4 20.0 (in.) 24.0 (in.) 2.0 (in.) 1 Voltage Frequency System MCA System MOCP Compressors RLA Cooling FLA Total Unit Oper Range -Nom Voltage 460V 3Ph 60 (Hz) 30.0 (amp) 35 (amp) 16.4 (amp) 22.4 (amp) +/- 10% SupplyFan FLA CondensingUnit FLA CondenserFan Power 3.4 (amp) 2.6 (amp) 910 (W) DIMENSIONS Cabinet Width Cabinet Length Cabinet Height Total Weight 60.1 (in.) 95.4 (in.) 48.9 (in.) 1125 (lb) Downflow Supply Length Downflow Supply Width Downflow Return Length Downflow Return Width 15.0 (in.) 28.3 (in.) 39.0 (in.) 14.5 (in.) SOUND Outdoor Sound Rating 91 (db) Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 3 of 7 Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 Allied Air Enterprises LLC - Product Submittal System ID: BV498 Package Model: ZGB150S4B Description: PKGGE/12.5TONBTO SYSTEM FEATURES Durable Outdoor Enamel Paint Finish Scroll Compressor High Pressure Switch (Manual Reset) Limited compressor warranty of 5 years Limited warranty on all other components of 1 year Non -corrosive drainpan INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED CONSTANT AIR VOLUME TUBE AND FIN COIL SYSTEM STANDARD CAP 2 IN MERV4 FILTER INCLUDED SYSTEM OPTIONS - FIELD INSTALLED 10Z29 76W26 10Z71 53W64 10Z51 99W59 ECONO MODEL W/HOOD (DOWNFLOW) CITRAP2OAD2 PVC DRAIN TRAP KIT POWER EXHAUST FAN 460V C 1 SNSR64FF 1 SINGLE ENTHALPY ZC/ZG 102/120/150 LOW AMBIENT KIT G -VOLT DRAIN PAN OVERFLOW SWITCH Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 4 of 7 Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 Allied Air Enterprises LLC - Product Submittal System ID: BV498 Package Model: ZGB 150S4B Description: PKGGE/12.5TON/BTO DIMENSIONS - INCHES (MM) Model No- CORNER WEIGHTS CENTER OF GRAVITY AA BB CC DD EE FF Base Max. Base Max. Base Max. Base Max. Base Max. Base Max. Ibs. kg Ibs. kg lbs. kg Ibs. kg lbs. kg Ibs. kg lbs.. kg Ibs. kg in. mm in. rim in, mm in. mm 092S 258 117 299 136 191 87 236 107 192 87 229 104 260 118 289 131 47.5 1207 48.5 1232 25.5 648 26.5 673 1025 264 120 305 138 195 88 241 109 197 89 233 106 266 121 295 134 47.5 1207 48.5 1232 25.5 648 26.5 673 1205 275 125 316 143 264 92 250 113 205 93 242 110 278 126 306 139 47.5 1207 483 1232 25.5 648 26.5 673 150S 301 137 341 155 223 101 270 123 224 102 261 118 304 138 330 150 47.5 1207 48.5 1232 25.5 648 26.5 673 EaFe ir11lt - Tim The wall NO OPTDDNS. Max_ IINt-TIM unt mILI ALL OPTIONS Instated. (EcccornIzet. etc.) BOTTOM POWER ENTRY Holes required for Optional Bottom Power Entry Kit SAM ss3a END VIEW Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 5 of 7 13+231 TOP VIEW 42 38 721 1721 8B 14.1.2 I jai 415271 EIDE 4I -Al 25-1,4 (7181 S412T1 CC .1— ThreadedWireHole Conduit Fittings (Provided in Kit) Uge Diameter Required in Unit Base (Max.) A 1/2 ACC 718 (23) B 112 24V 718 (23) C 314 POWER 1-118 (29) D 344 GAS 1-344 (44) SAM ss3a END VIEW Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 5 of 7 13+231 TOP VIEW 42 38 721 1721 8B 14.1.2 I jai 415271 EIDE 4I -Al 25-1,4 (7181 S412T1 CC .1— C=1 MIS INLET 7 T3JFFLYCA 11871 1 {lLrl&.3T VENT &1721;?mai T. i A8 412 a4 J FiESLLIFT 8.01S SLOTH sloes' 95-38 EASE 41 FRONT VIEW LFFT7i3 ML .€E TFOR R33OY33l END VIEW Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 Allied Air Enterprises LLC - Product Submittal System ID: BV498 Package Model: ZGB 150S4B Description: PKGGE/12.5TON/BTO ACCESSORY DIMENSIONS - INCHES (MM) OUTDOOR AIR HOOD DETAIL FOR OPTIONAL DOWNFLOW ECONOMIZER (Downflow Applications) 25 (635) OPTIONAL OUTDOOR AIR HOOD (Furnished with Economizer} Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 6 of 7 _t. • AMVAA.4.hSM.WNMNA, WiddiJiA41 AVAIiYlRkXNO/N~SW7.1Y� tXMWA'Nih1.WM5VA%WMY#YhVASIWlYMIVAAN WNYIN t iii:YMWRAVAI .".'etP9'``:1".. '3,UJ.9,./L A'u ..tea 0 O 100 L1 END VIEW Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 Allied Air Enterprises LLC - Product Submittal System ID: BV498 Package Model: ZGB150S4B Description: PKGGE/12.5TON/BTO UNIT CLEARANCES -INCHES (MM) UNIT WITH ECONOMIZER JOUTDOOR AR /' •� HOOD -.—D —► - —B—to- ' Unit Clearance A B C B Top Clearance in. mm in. mm in. mm in. mm Service Clearance 60 1524 36 914 36 914 60 1524 Unobstructed Clearance to Combustibles 36 914 1 25 1 25 1 25 Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE - Entire perimeter of unit base requires support when elevated above the mounting surface. 1 Service Clearance - Required for removal of serviceable parts. Clearance to Combustibles - Required for clearance to combustible material_ Minimum Operation Clearance - Required clearance for proper unit operation_ Project: 5 StarZ GB Quote: 4600019880 5 StarZ GB Page 7 of 7 Last Changed: RH52236.0.MARKC Prepared On: 2018-05-02 Phone: 425-641-8073 3/1/2019 City of Tukwila Department of Community Development JOHN WARE 7509 GRANGE ST W LAKEWOOD, WA 98499 RE: Permit No. M18-0100 OFFICE DEPOT 300 ANDOVER PARIK W 400 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 4/28/2019. 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 4/28/2019, 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, Bill Rambo Permit Technician File No: M18-0100 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 August 31, 2018 r City of Tukwila Department of Community Development JOHN WARE 7509 GRANGE ST W LAKEWOOD, WA 98499 RE: Correction Letter # 1 MECHANICAL Permit Application Number M18-0100 OFFICE DEPOT - 300 ANDOVER PARIK W 400 Dear JOHN WARE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081).. (BUILDING REVIEW NOTES) 1. The documents provided did not include all necessary information about the new units. Provide all manufactures specification that include the cfm rating and specifications for smoke detector testing per 2015 IMC SECTION 606. 2. The plan sheet provided is a reduced size sheet and difficult to read. Provide plan sheet with fonts that are legible. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be '...ached at (206)433-7165. Sincerely, ache le Ripley Permit Technician File No. M18-0100 i i 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ?Elm- COORD COPY. CA PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0100 DATE: 09/12/18 PROJECT NAME: OFFICE DEPOT SITE ADDRESS: 300 ANDOVER PARK W 400 Original Plan Submittal Revision # before Permit Issued X_ Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: 1%1 Building Division Public Works Fire Prevention Structural El Planning Division n ❑ Permit Coordinator n PRELIMINARY REVIEW: DATE: 09/13/18 Not Applicable n Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 10/09/18 ❑ Approved with Conditions n Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0100 PROJECT NAME: OFFICE DEPOT SITE ADDRESS: 300 ANDOVER PARK W X Original Plan Submittal Response to Correction Letter # DATE: 08/14/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AOM/ Building Division 11 Public Works W ANO (6I011‘ Fire Prevention Planning Division ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/16/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/13/18 ❑ Approved with Conditions ❑ Corrections Required L (corrections entered in Reviews) Notation: Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: I 12/18/2013 Date: r City of Tukwila REVISION SUBNIITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 11 i 1 S_ v I ocr ❑ Response to Incomplete Letter # 2- Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: (31J1 I Q9.— Project Address: (1D n R7I ?tLrk �) 5^,�- /,(.t Phone Number: 2A4 Contact Person: Summary of Revisign: ark 1- clower r 4LAD- 4sr 1)as k +ivuf:DLAd- - RECEJ •.�tU CITY OF Tl KW" EP T 0 :.::, FERMI' r1.- .; , Sheet Number(s): "Cloud" or highlight all areas of revision includin ate of r ision r �Received at the City of Tukwila Pe 't Center by: [/1/ Ph) Entered in TRAKiT on W: \Permit Center\Templates\Forms\Revision Submittal Formdoc Revised. August 2015 FIVE STAR MECHANICAL r Horne Espafiol Contact Search L&I Page 1 of 2 A-1. Index Help MyL&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing kWashington State Department of )Labor & Industries FIVE STAR MECHANICAL Owner or tradesperson Principals WARE, GERALD LAVON, MEMBER WARE, JOHN EDWARD, MEMBER ALLEN, ANGELA RENEE, MEMBER WARE, BETTY J, MEMBER Doing business as FIVE STAR MECHANICAL WA UBI No. 601 937 083 109 WASHINGTON BLVD STE B ALGONA, WA 98001 253-852-8284 KING County Business type Corporation Governing persons BETTY J WARE ANGELA R ALLEN; JOHN E WARE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. FIVESM`01OJT Effective — expiration 04/30/1999— 05/01/2020 Bond Western Surety Co Bond account no. 62031473 $12,000.00 Received by L&I Effective date 05/16/2014 04/27/2014 Expiration date Until Canceled Bond history Insurance .... .......... Union Insurance Company $1,000,000.00 Policy no. CPA6030531-20 Received by L&I Effective date 04/26/2018 04/27/2018 Expiration date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601937083&LIC=FIVESM*010JT&SAW= 10/30/2018 FIVE STAR MECHANICAL 04/27/2019 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 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. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts Account no. 629,163-00 Doing business as FIVE STAR MECHANICAL Certificate of Workers' Comp Coverage Track this contractor e Account no. 629,163-01 Doing business as LODESTAR HVAC Certificate of Workers' Comp Coverage Track this contractor 0 Account is current. Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601937083&LIC=FIVESM*010JT&SAW= 10/30/2018