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Permit M06-213 - ACT 3 CATERING
SIZ Zd NOST3N 99991 ONIHI'ILVD S JDV CilY °;:. • A PE6 'Jill.;. td 88 ELND. TUK�+'I�, WA 01 Parcel No.: 0005800034 Address: 15665 NELSON PL TUKW Suite No: Tenant: Name: Address Owner: Name: Address: Contact Person: Name: ACT 3 CATERING 15665 NELSON PL, TUKWILA WA CLOSE ROBERT J TRUSTEE E 8262 HWY 106, UNION WA SCOTT RAEDER Address: 2921 MERIDIAN ST E, EDGEWOOD WA Contractor: Name: AIRE PRO INC Address: 1112 S 344TH ST STE 303, FEDERAL WAY Contractor License No: AIREPI'032RU DESCRIPTION OF WORK: PROVIDE AND INSTALL (3) PACKAGE ROOFTOP UNITS WITH ALL ASSOCIATED DUCTWORK, GALLES, AND REGISTERS. ALSO PROVIDE AND INSTALL (4) WALK -IN REFRIGERATION BOXES WITH ASSOCIATED CONDENSING UNITS AND EVAPORATORS. Value of Mechanical: $75,000.00 Type of Fire Protection: International Mechanical Code Edition: 2003 Fumace: <100K BTU >100K BTU Floor Fumace Suspended/Wall /Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial /Industrial doc: IMC- Permit MECHANICAL PERMIT EQUIPMENT TYPE AND QUANTITY 2 1 0 0 0 0 0 0 0 0 0 0 0 0 "continued on next page** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 253 848 -2626 Phone: 253 942 -7028 Expiration Date:03 /18/2008 PEF IT CENTER M06 -213 10/16/2006 04/14/2007 Fees Collected: $773.31 Boiler Compressor: 0 -3 HP /100,000 BTU 3 3 -15 HP /500,000 BTU 1 15-30 HP /1,000,000 BTU 30 -50 HP/1,750,000 BTU 50+ HP/1,750,000 BTU 0 Fire Damper 3 Diffuser 34 Thermostat 3 Wood /Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment M06 -213 Printed: 10-16 -2006 CITY OF TUi .0 %1 A rd DEFT. CF ' ";i:::f0D:•.` Ir', - NlT 63G0 t.. II K:,.�� .�. TUKWILA,W;A t .iUJ Permit Center Authorized ature: I hereby certify that 1 h • d and ordinances governing j rk will be The granting of this regulating construct Signature: doc: IMC- Permit PEr!! IT ©E 1TER Permit Number M06 -213 Issue Date: 10/16/2006 Permit Expires On: 04/14/2007 Date: 10 [ Rt ia, is permit and know the same to be true and correct. All provisions of law and ith, whether specified herein or not. oes not presume to give authority to violate or cancel the provisions of any other state or local laws the performance of work. I am authorized to sign and obtain this mechanical permit. Date: la' /C- - n to Print Name: G # let�rc r This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M06 -213 Printed: 10 -16 -2006 Parcel No.: 0005800034 Address: 15665 NELSON PL TUKW Suite No: Tenant: ACT 3 CATERING City or/ Tukwila 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 4: Readily accessible access to roof mounted equipment is required. 12: ** *FIRE DEPARTMENT CONDITIONS * ** • doc: Conditions Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M06 -213 Status: ISSUED Applied Date: 09/28/2006 Issue Date: 10/16/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: 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. 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concems: 14: 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 #2051) M06 -213 Printed: 10-16 -2006 City tr'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 15: 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) 16: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 17: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 18: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 19: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 20: 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 #2051) (IFC 104.2) 21: An electrical permit from the Washington State Department of Labor and Industries is required for this project. 22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23 These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** M06 -213 Printed: 10-16 -2006 I hereby certify that I hav governing this work will The granting of this p regulating construct doc: Conditions City nriti Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director read these conditions and will comply with them as outlined. All provisions of law and ordinances complied with, whether specified herein or not. does not presume to give authority to violate or cancel the provision of any other work or local laws he performance of work. Signature: coif (� Print Name: Date: 1° /(0 o (o M06 -213 Printed: 10-16 -2006 SITE LOCATION Site Address: IS(o(eC /Lit ,cnon PI Tenant Name: Act 3 C 4-cc. Property Owners Name: (!Ix k (lnrceru - S Mailing Address: CONTACT PERSON =who do we contact when yo permit is ready to be Issued Name: SCm {4 p l enitj 292 rncricj.,, Mailing Address: E-Mail Address: MECHANICAL CONTRACTOR INFORMATION A terea; Ten_ 2921 mcrtod,ar, st E �o,<a e t eicr Company Name: Mailing Address: Contact Person: E -Mail Address: S-14 Q Atnpro . Gran Air a -sue Contractor Registration Number: ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA (xitan) Community Developmenpartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ei. tukwila. wa. us 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"' s4 R t . ) 'L" - ''o. 'r. 1%ol�t l..) Iak 13cstr-e; Pc 56- Kvpc_i4 E /l�,ne rrt tso' List 1941(4 . Tev.. Lee Q: Applicaionfonn,- Application. On Linc\ -2006 • MecMaical Permit Application.doc Revind: 4-2006 bh King Co Assessor's Tax No.: t x vC p 0 Suite Number: New Tenant: city Floor: �.... Yes D ..No State Zip Day Telephone: Z53 oo ° `l - 2402 t. Gr � .1.- cJ (. )4 9'&371 City State Zip Fax Number: 2S3- c%4$. Lt02'7 ye,( 99 71 City State Zip Day Telephone: ZSS-`d` & ZG24 Fax Number: 2 -C - &era WZ-7 Expiration Date: 3/ o Ictrt City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record LM City Day Telephone: Fax Number: CJS P,O-o State Zip 142 7cate 5 H2s• .7 2.:11.11 "'Scot State Zip 833- t Page 1 of 2 Unit Type: Qty Unit Type: Qty :Unit Type: Qty - BoiterfComp Qty Furnace<100K BTU 2 Air Handling Unit >10,000 CFM Fire Damper 0 - 3 HP /100,000 BTU 3 Furnace>100K BTU ( Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU ( Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 3 I5-30 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 Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System fie Incinerator • Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator— Comm/Ind Other Mechanical Equipment Z Ex•s� ‘,...,.4- 4� �.}�s Coso Valuation of Project (contractor's bid price): $ 75. Oc°1t'1 Scope of Work (please provide detailed information): pf� € .cle ; M� �� i t , P ttL cc k o r a t r t�t All 'Snail-ea acimo*rt_ &stk.) Xs S Als �ao .nJt. . Y1 w +m in P . -Tvy rt4i /)(c' t.s t+Vi As'ccia4e I MYJ'G�SY�� tj h • QJ�,/,!�(>•j'yJ'2� Use: Residential: Commercial: New .... ❑ Replacement .... ❑ New ...AC Replacement .... ❑ Fuel Type: Electric ❑ Gas ...g Other: Indicate type of mechanical work being installed and the quantity below: 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 — Ap The Building Official may gran in writing and justifiable cause I HEREBY CERTIFY PENALTY OF PERJURY BUILDING OWNER OR Signature: Print Name: Mailing Address: 1 -- c l I Date Application Accepted: , 'ons for which no permit is issued within 180 days following the date of application shall expire by limitation. or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested o trated. Section 105.3.2 lnternational Building Code (current edition). I t VE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ORIZED AGENT: yvle r I§ ha-ea S•1- ( Date Application Expires: kg- Q: Applicationshronns-Applicatioa On Line3- 3006 - Mechanical Permit Application.doc Revised'. 42006 bh Date: 9 -tt- o(o Day Telephone: 2 S3 — %-LPr ZLt(. t -Dc slate Staff Initials: ?g'S7 Zip Page2of2 City of Tukwila 6360 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0005800034 Permit Number: M06 -213 Address: 15665 NELSON PL TUKW Status: APPROVED Suite No: Applied Date: 09/28/2006 Applicant: ACT 3 CATERING Issue Date: Receipt No.: R06 -01644 Payment Amount: 623.31 Initials: JEM Payment Date: 10/16/2006 11:20 AM User ID: 1165 Balance: $0.00 Payee: AIRE PRO INC. TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 13543 623.31 ACCOUNT ITEM LIST: Description Current Pmts MECHANICAL - NONRES Account Code 000/322.100 623.31 Total: 623.31 0789 10 /16 9710 TOTAL 623.31 doc: Receipt Printed: 10 -16 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0005800034 Address: 15665 NELSON PL TUKW Suite No: Applicant: ACT 3 CATERING Receipt No.: R06 -01530 Payment Amount: 150.00 Initials: JEM Payment Date: 09/28/2006 02:09 PM User ID: 1165 Balance: $623.31 Payee: SCOTT RAEDER TRANSACTION LIST: Type Method Description Amount 0 ACCOUNT ITEM LIST: Description Current Pmts RECEIPT Payment Cash 150.00 Account Code MECHANICAL - NONRES 000/322.100 1.34 PLAN CHECK - NONRES 000/345.830 148.66 Permit Number: M06 -213 Status: PENDING Applied Date: 09/28/2006 Issue Date: Total: 150.00 doc: Receipt Printed: 09 -28 -2006 Project: �� l /�, 'dttevior Type of Inspection: li`xiA Address: J 1 s CPA C C 1Jr(s''Ll P1 Date Called: Special Instructions: Date Wanted: Z— Z1 — o1* Lin, Requester: Phone No: 3&o — Z 35 — 2-5 OP A Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COM ENTS: Date: 8.00 REINSPECT! ON FEE REQU,RED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Cal to sechedule reinspection. Receipt No.: 'Date: PER ( 06)431- l3 Project 4(4 3 , (44({iS v-9 of Inspection: \ . Sh,.kd iN Address: t 5 Lc5 NI etSON Date Called: Special Instructions: 3 v Date Wanted: - a.gy. 2_ - ZI —C) - 7 • Requester: Phone No: 3(00 -23 i -73 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: A . inc ' c 4 r-t c 2c'TX7"1 G.n. n 1 5., ,Jrc t 41 0 REINSPECTION FtE REQUIRED. P to inspection, fee must be at 6300 Southcenter Blvd., Suite 1001 Call to sechedule reinspection. Rece No.: Date: 2 - I - Date: Project: // , /' 7 J ( g / 7 , i . v / G Type of Inspection: / � P �' i j Yi , J /'u 'ij Address: / 566" 5 it/ / Date Called: Special Instructions: Date Wanted: -2 -' -07 a.m. Requester: Phone No: -.Z5 3- ?Cc 3 Y ,INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. d / 5 17lApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspecto• ri $58.00 REINFECTION F} REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: Type of Inspection: \.„ / / / /�7 s C,-- 4r,.n Address f (o5 A4llOh Date Called: Date Wanted: ash. 7. - /3- 5 i struc Speci In ns: /: Requester: Phone No: INSPECTION RECORD Retain a copy with permit PECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. Corrections required prior to approval. COMMENTS: `a( 6f -oCJ& l 1 a/ u Y #0.6, 2- �h, /s l $58.6dREINSPECTIO$ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southc ter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: 1/ 1 / II. Type o Inspection: / L 1..__ 4A .,/ , Addrs , A e / $21h i/ . f c Date CalleQ: Special Instructions: - ( / :30 // '' ' y Date Wanted: - am Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: r?- ii7i-, OA . -,e' 2i) 4 i i� c//91,. fz r /4.40-.7( , / �%„ t.% � `� mss, , o �Et�< /�/ Inspector J ` Ac hy Date / El Approved per applicable codes. $58.0o REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. !Receipt No.: (Date: INSPECTION RECORD Retain a copy with permit PERM ( 06)431 -3 Corrections required prior to approval. Project: / 3 r47 ,-r/N Type of I ection: _ il _ l/(, Address: /7b6sNt /5IAJ ? Date Called: Special Instructions: Date Wanted: a.m. _ / 5 �P+** Requester: Phone No: .366 -2 35 -23M El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 ❑ Corrections required prior to approval. COMMENTS: ACA / // Con / d ue t u 0 $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: ,- 3 6 #4 Type of Inspect �,� 1� .0 -,�, N.../ Address: /1401,., r- Date Ca le d: cia Spe sInstructions: Date Wanted: - // 30" 06 �m ; CL-Ms P.m. Requester: Phone No: ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: (206)431 -3 El Corrections required prior to approval. COMMENTS: 421 ('/ , /( Inspector: Date% / 3Q n / ri $58.00 RtIflSPECTION FEE Fi4`QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Project f // "a a ro 3 4 r �l- Type ectiion ,� ,/ \ / . Insp : (3d / {�C t h d `✓ ed .y Address: i Ai o_ n (// Date Called CU 19 l' 7 ��'S __ �� ll..,, / 5 �_r l., Date Wanted: P.m. 2/7 Request r: Phone No: 17 -s 3 2,2-2/90 INSPECJON NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • MiC6 (2 6)431 -36 Corrections required prior to approval. COMMENTS: 1) Sal , t /1 1 - 0 A J rat/ / Gr &A emlarfj Inspector: Date /7--17-61‘ ri $58.00 REINSPECtION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: COMMENTS: Sprinklers: Type of Inspection: kcA- Address: /5 b6 5 Suite #: AA i 5eN a CD VA FtNI rk 1/4_ O� Special Instructions: Phone No.: Lo Z39 — 230S l z). �osT FA MA AT le-C PA b !� Si( AI. e--,\ 1=TtT 0 0 E Y i n O t P L T 1 N - 11- 11'1 / fit -C"Pt l Sooti4) t1/44e-e- t1/44e Lr - LE +) (c) M N- cH *l nc # "C Project: Pc r 3 e A 17=71 N & Sprinklers: Type of Inspection: kcA- Address: /5 b6 5 Suite #: AA i 5eN a Contact Person: L at SAwon_ s Special Instructions: Phone No.: Lo Z39 — 230S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 7 CITY OF TUKWILA FIRE DEPARTMENT INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS 11 Corrections required prior to approval. Inspector: /5/ Date: z /2 / Jo 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 . ap®ui Enths®utugp CONSULTING ENGINEERS /CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS & DETAILS of ROOFTOP GAS/ELECTRIC UNIT HOLDOWN @ ACT 3 CATERING 15665 NELSON PLACE, TUKWILA, WA 98188 for AIRE PRO, Inc. WASHINGTON SEPTEMBER, 2006 REI # 06079.0 r FILE COPY (5 - TON, 6 - TON & 8% - TON) SEISMIC I r;;:;`,` -",'�=D (.3R CODE COLjPJIANCE 1'_2716 _ • 1519 West Valley Highway North /Suite 101 Post Office Box 836 /Auburn, WA 98071 253 - 833 -7776 Fax 253- 939 -2168 RECEIVED CRY OFTUKWI SEP TC 2006 ma PERMIT CENTER -213 pert C ecalangi Om, CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 836/Aubum,WA 98071 253-833-7776 Fax 253-939-2168 iZoe'to? e)rrt Y , oaS JOB °ho'n •• ?<C 3 Caat$ I Zf,tivs(l D vsP. SHEET NO. 1 OF DATE DATE Car bto CALCULATED BY T Ci- CHECKED BY SCALE Brief: Three new rooftop mechanical equipment unit with curb will be Installed at the roof of the building. The unit support design shall conform to the design codes of IBC 2003 and ASCE7 -02. The deign bads are noted in the following: The structural framing of the exisitng roof (Information given by the mechanical contractor - Aire Pros Inc.): Purlins: 2X14 at 24" o.c. with simpson hanger supported by 74TX 24" deep GluLam Roof Girder 43/4" X 24" deep GluLam Beam @ 20'-0" o.c. typical ; /4 " 712 "X7 " wood post 5/8" CDX plywood sheathing Roof Cider. Post: Roof Sheathing: Peskin loads; 1. New Mechanical Equipment Unit Five -ton Gas/Electric (S.E. Zone): 2. New Mechanical Equipment Unit Six-ton Gaas/Electric (N.E. Zone): 3. New Mechanical Equipment Unit 8 1/2-ton Gass/Electric (Kitchen Zone): (Weight includes the net weight of unit, economizer, roof curb and overs DL of 5/8" CDX plywood sheathing = 2.00 psf DLof2x14 @24 "o.c.= 6.00 psf DL of roof Insulation = 2.50 psf DL of Misc. = 2.50 psf 13.00 psf 25.00 psf LL (Snow) _ Wind (Per ASCE - 02) Wind Exposure B Wind Speed, V = Wind directionality factor, K = Importance factor, I = Velocity pressure coeff, K Topographic factor, K = Seismic (Per IBC 2003) Seismic Zone D Ss= 1.274 S1 = Fa = Fv IE= Per section 1622.1 2003 IBC 8 ASCE Section 9.14 0.4 • a • SDe Ip (1 +2 z/h) "W F 1 . 6• Sce • Ip "Wp F 0 . 3• Sos • Ip • Wp = F = 0.435 1.000 1.560 1.000 Moment, MDT (ft-K)= T Corner = 0.4075• W 0.4075 • W = 0.4075 • W = Hence, F Hence, F = Hence, F Dimensions of the Mechanical Equipment Unit 5-ton 6 -ton L (ft) = 5.48 7.04 D (ft) = 3.49 4.20 H (w /curb, ft) _ 5.36 5.36 85.0 mph 0.85 1.0 0.70 1.0 Sus= F " Sim = F" " S1= Sas = S SW. - Su1 Seismic Design Category = 0.25 Kips 0.38 IGps 0.43 Kips 8 1/2-ton 7.04 4.20 5.36 0.4075 Wp 1.3584 Wp 0.2547 Wp 1.36 1.94 2.30 ft-K 0.39 . 0.46 0.55 Kips Dimensions 41 7/16" X 65 3/4" X 42" high 50 3/8" X 84 1/2" X 42" high 503/8 "X8412 "X42 "high motor if applicable) For 7414" X 24" deep GLB• Say 15 psf For purlins 2 X 14 @ 24" o.c.: 1.274 0.681 0.849 0.454 D ap RP F z/h= Wp1 Wp2 W p 3 = 15.0 psf 9.0 psf Gust effect factor, G = 0.85 Velocity pressure, q, = 0.00256 K, Kb Kd V I Weight (LBS) 623.0 886.0 1050.0 1.0 Table 9.6.3.2 2 . 5 Table 9.6.3.2 1.0 0.623 Kips 0.886 Kips. 1.050 Kips D PRODUCT207 Rupert Engineering, Inc. Consulting Enginers Civil and Structural 1519 West Valley Highway North Suite #101 Auburn WA 98001 Use K ASCE 7 -02 Earthquake Load Calculations User.W-06 5 -2003E 23, Ver 7 -0eo-2003 (01983 -2003 ENERC/LLC Engineering Software Description Seismic Design Category Occupancy Category ASCE 7 - 02 Table 1 - 1, 2003 IBC Table 1604.5 "I" : Buildings and other structures that represent a low hazard to human life in the event of failu Occupancy Importance Factor = 1.00 ASCE 7 -02 9.1.4 Seismic Use Group = i ASCE 7 -02 Table 9.1.3 ASCE 7 -02 9.4.1.1, 2003 IBC 1615.1 Ground Motion Latitude = Longitude = Location: Determination of Seismic coefficients 47.652 deg North 122 404 deg West Seattle, King County, WA 98199 Max. Ground Motions, 5% Damping, from USGS 1996 maps : S s S 1 Site Classification ASCE 7 -02 Table 9.4.1.2, 2003 IBC Table 16.15. "D" • Shear Wave Velocity 600 to 1,200 ft/sec = 13 Site Coefficients Fa & Fy (using straight - line interpolation from table values) Fa Fv SDS = S RS 213 Sim =S pal * 213 1.00 1.56 = 0.854 = 0.461 Title : Act 3 Catering, Tukwila WA Job # 06079.0 Dsgnr. TCL Date: 1:33PM, 25 SEP 06 Description :Rooftop Unit Holdown for 5 -ton, 6 -ton & 6 1/2 -ton Scope: = 1.281 g, 0.2 sec response = 0.445 g, 1.0 sec response Page 1 structural design.eowCalalations ASCE 7 -02 9.4.1.24, 2003 /BC 16151.2 Maximum Considered Eartquake Acceleration ASCE 7 -02 Equation 9.4.1.24 -1 & Z 2003 IBC Equations 16-38 & 16-39 S = Fa *Ss = 1181 S =Fv *S1 = 0.691 Design Spectral Acceleration ASCE 7 - 02 9.4.1.2.5, 2 - IBC 1615.1.3 = D ASCE 7 -02 9.4.2.1, 2003 IBC 1616.3 (SDS is most severe ) Basic Seismic Force Resisting System ASCE 7 -02 Table 9.522, 2003 IBC Table1617.6.2 NOTE! See ASCE 7-02 for all applicable footnotes. Response Modification Coefficient " R " = 0.00 Building height Limits System Overstrength Factor " Wo " = 0.00 Category "A & B" Limit: Limit = Deflection Amplification Factor " Cd " = 0.00 Category "C" Limit: Limit = Category "D" Limit: Limit = Category "E" Limit: Limit = Category "F" Limit: Limit = Z anrgran @agBneeriunJ pro CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 836/Aubum,WA 98071 253 -833 -7776 Fax 253- 939 -2168 Wind (Per ASCE -02) Rooftop Unit Height, h = 5.360 Rooftop Unit Depth, D = 3.490 Rooftop Unit Length,L = 5.480 Wind Exposure B Wind Speed - - 850 mph Wind directionality factor, Ka = 0.85 Importance factor, I = 1.0 Velocity pressure coeff, = 0.70 0-15' 0.70 20' 0.70 30' Topographic Factor, K = 1.0 Wind force (Ibs) at top of unit = 5-ton 6 -ton 8 1/2-ton F., - 153.0 236.5 236.5 Seismic force (Ibs) to the unit 5-ton 6-ton 8 1/2-ton F = 390.0 460.0 550.0 Hence, the seismic forces govem for the unit holdown design. '4 X 3 Log (.1 l.M ScAvro43c, 1 4 L.) i 4t - ire C ie \ + SCX -tlA1 - - _ T'ThL Ts.A.A k CAG @. Gw4 b_- ten‘ }4a&ttt $ V w _ - 46 ,0 Tt - "wt. - 40 Tbr1s\e1.1 5-ton 6 -ton 5.360 4.200 7.040 o ({ foil ssoik 8 1/2-ton 5360 4.200 7.040 JOB &Ga 'rtz:gcg * & 4 "t 1 T,,o` l-A1 4 t SHEET NO OF CALCULATED BY T� DATE CHECKED BY DATE SCALE Velocity pressure, q = 0.00256 C K Ka V I h (ft) qz (psf) 0-15 11.01 20.0 11.01 30.0 11.01 say 12.0 Strc (,V4: 1 Soo fx Y4 . \lati`F 0 A'o Lind Z-1 2 X (o _ ?41„01,15 : -51 te a a %W.. Sq t- 4-5 v. 2- CAE) 4 r%,c °o.r ._ .- vat om ��9a� °�' \-ear :� =1 ticA ? '�-5� c oK . Lot) 6 t•st` l.,- S/tb tee. Sca �5 b 4 = • wit t- 5 n • Lpect sct4 D PRODUCT207 9.1 General 9.1.1 Quality of Lag Screws Design provisions and design values herein apply to lag screws conforming to ANSI/ASME Standard B18.2.1- 1981 (Reference 6). See Appendix L for lag screw di- mensions. 9.1.2 Fabrication and Assembly 9.1.2.1 Lead holes for lag screws shall be bored as follows: (a) The clearance hole for the shank shall have the same diameter as the shank, and the same depth of pen- etration as the length of unthreaded shank. (b) The lead hole for the threaded portion shall have a diameter equal to 65% to 85% of the shank diameter in wood with G > 0.6, 60% to 75% in wood with 0.5 < G _< 9.2 Withdrawal Design Values 9.2.1 Withdrawal from Side Grain The withdrawal design values, in lb /in of penetration, for a single lag screw inserted in side grain, with the lag screw axis perpendicular to the wood fibers, shall be de- termined from Table 9.2A or Eq. 9.2 -1, within the range of specific gravities and screw diameters given in Table 9.2A. Tabulated nominal design values, W, shall be mul- tiplied by all applicable adjustment factors (see Table 7.3.1) to obtain allowable design values, W. W 1800G3/2 D3/4 9.3 Lateral Design Values 9.3.1 Wood -to -Wood Connections For single shear (two member) wood - to-wood con- nections (see Appendix I) where: (a) the lag screw is inserted in the side grain of the main member with the lag screw axis perpendicular to the wood fibers AMERICAN WOOD COUNCIL 9.2.3 Tensile Strength of Lag Screw 0.6, and 40% to 70% in wood with G 5 0.5 (see Table 9A) and a length equal to at least the length of the threaded portion. The larger percentile in each range shall apply to lag screws of greater diameters. 9.1.2.2 Lead holes or clearance holes shall not be re- quired for 3/8" and smaller diameter lag screws loaded primarily in withdrawal in wood with G <_ 0.5 (see Table 9A), provided that edge distances, end distances, and spac- ing are sufficient to prevent unusual splitting. 9.1.2.3 The threaded portion of the lag screw shall be inserted in its lead hole by turning with a wrench, not by driving with a hammer. 9.1.2.4 Soap or other lubricant shall be used on the lag screws or in the lead holes to facilitate insertion and prevent damage to the lag screw. 9.2.2 End Grain Factor, C When lag screws are loaded in withdrawal from end grain, the tabulated nominal withdrawal design values, W, shall be multiplied by the end grain factor, C = 0.75. (92 -1) When lag screws are loaded in withdrawal, the allow- able tensile strength of the lag screw at the net (root) sec- tion shall not be exceeded (see 7.2.3). (b) edge distances, end distances and spacing are suf- ficient to develop full design values (see 9.4) (c) the depth of lag screw penetration in the main member is greater than or equal to the minimum penetra- tion required for reduced design values (see 9.3.3) (d) lag screw thread length is as specified in Appen- dix L Specific Gravity G Lag Screw Unthreaded Shank Diameter, D 1/4" 5/16" 3/8" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1 -1/8" 1 -1/4" 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 ..., „; 0.11 ,;:,._ ..1 381 : : 450,.�. _516 .: '` 5.79..; ,x;640 .::157 868 :974 - 1077,;: ..1176 x :1275. 0.68 357 422 484 543 600 709 813 913 1009 1103 1193 ,0-67_.1 .......349 413 % :' .473i' „531 .:. s ' 387 ,w : :. 69: _ , :7965 _ - 893: . ..9 8'L IQ78 3c 11167':: 058 332 381 428 473 559 641 719 795 869 940 :: , :':;' 0.51 en tV" 3072 . 274 . 314 :. 395 353 x :437: r 390 ...,5f6 461 ':'::',:i592':/. 528 t.:6E4:.... 593 734 s 656 .:802 ;'x'.`.868; 716 _; , 775 T: 'r: = p5Q_-::r , 266 . _ . 447 '. .' 513 i3;:1,76. :s _,.636 -' ti . :. 752 . . c ' 0.49 218 296 367 434 498 559 617 674 730 _ :; 0 47, :a F-±,:205 : ? 7 - -.:2781';', _..278: ;n345..:: aLL ,L345z-± 408 "__467:.:.:525 ! _58 ...634 686 M' 0.46 199 269 334 395 453 508 562 613 664 o44. .`r :.._ :186.x: • .2242:,: .;31Z : .7.r.869:.:. .:1423 :,475 =1 . _ 525_= _ :574 , :` 621. >._ 0.43 179 21 � 243 273 357 409 459 508 554 600 ,0422.: :::±2 _. .., u 198 _235 .:::2644. a A *!? :1344_: :;395 .,_441-; ..490 t`535.' M 9 . .:57 . 0.41 167 226 254 332 381 428 473 516 559 9 ..4Y,10 .._ 190 18 :, :5245. ; :i520:1 ::367 ,. aittz,1 .,J551.: 2;2497 •.. 53g :;:5; 0.39 155 183 210 261 308 353 397 438 479 518 E.2.) 'N PQ,8 ,;-- 0 0.37 j499 , 143 _.. 176::: 169 „ 202 _ 194 2511 241 .x:296 A- 285 "340 L 326 .. 381: 367 :142Z . 405 .461;,. 443 _ 498 479 tl 36 - v ., 1 --r .j63 :. 180 -n 231,. ;.273 -:: 352s... 389:'. 425' 46Q._ .:::313 0.35 132 156 179 222 262 300 337 373 407 4 031..,;: 1:10;` 130;:?` .149" ` ""185.':="218 ;= :250 :::'.1281' '311'' 339:.; 367 : the nominal lag screw lateral design values, Z, shall be the f: D 1.75F Z 3KB 3(1 +R where FD t, , Z = 4Ke = kDt Fern Z 2 . 8 ( 2 +ne)na k 1 +12(1 +Re) Fyb(2 +Re)I Re 2F YIELD MODES MODE I, (9.3 -1) --DI (9.3 -2) F 6100G es - I:C . F = bending yield strength of lag screw, psi D = unthreaded shank diameter of lag screw, Inches, MODE IV (9.3 -3) AMERICAN WOOD COUNCIL R, = Fern /F„ t, = thickness of side member, inches F ern = dowel bearing strength of main member (member holding point), psi (see Table 9A) F„ = dowel bearing strength of side member, psi (see Table 9A) F = 11200 G or Table 9.2A Lag Screw Withdrawal Design Values (WY Tabulated withdrawal design values (W) are in pounds per inch of thread penetration into side n of main member. Length of thread penetration in main member shall not include the length of the tapered tip see Appendix L). 5 = root diameter of the threaded portion of the lag screw when the thread length is such that the threads will extend into the shear plane of the connection, inches Kg = 1 + (e, 1 „ /360 °) e = maximum angle of load to grain (0° s e s 90 °) for any member in a connection 1. Tabulated withdrawal design values (W) for lag screw connections shall be multiplied by all applicable ad ustmept factors (see Table 7.3.1). .-‘ NATI Ci NAL DE§IdiVt0Ed I Fi C AtiON #0 it W °tip titicOTROCTIOSF.77 '.. n " . 7 tLittn-l Y;C": r ;I' , ,;,-.‘,. , TiftAt littlik..? a l I ;' Table 9.3B Lag Screw Design Values (Z) for Single Shear (two member) Connectionslz with 1/4" ASTM A36 steel side plate, or ASTM A653, Grade 33 steel side plate (for t.,<1/4") 0-4/43 0=0.42 (3=037 0 0=0.36 0 0=335 Hem-Fr Spruce-Pine-Fr Redwood EasternSoftwoods Northern Species Steel Lag (open grain) Spruce-Pine-Fir(S) Side Screw WesternCedars . Plate Diameter Western Woods t. D Z11 Z, Zit Z, Zii Z, Zit Z, Zit Z, inches inches lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 1/4 280 200 280 190 260 180 260 170 250 170 71511671; 74T: ;4; Z 1 :73Artal..="1:12 7 -ib"Z'S 7 k.3.1197::::::'1.'23Q::::::::: ., 17:672., 3/8 460 300 450 290 430 270 430 270 420 260 j.a7 Ti3811 77310,7 1/2 730 440 720 430 680 400 680 390 670 390 1 / 4 " . ' 1 : 4 ; 1 1$0477 -7 • 2 ?]7TC. 1 7.1 3 .71705 71 L.-77 .1490 -.Igi . ...n.v...it[otitri; ii..--1451. ....0.Kii.607z s7 n:T-111 7s6 ,*14 - 720 3/4 • 820 1480 810 1400 740 13% 730 1360 4 7.40:0527•4711i5.014?, , t717.0LWasr:-.:. :.? .7fe#17::::74-W407:g 3181.072.171:7010 1 2570 1310 2550 1300 2410 1199 2380 1170 2340 1150 ';;;;•4.,17V31. ag. .02 1-1/4 3970 1910 3930 1880 3720 1730 3680 1690 3610 1660 3 gage ? . ..-r,F,ITR4f. 1,315trisnit4 triyi lalisr4.11 - ,e 7 : 1 •;2.10;;;:? . ..ff - 10(ti-k; cw3.239" 5/16 340 230 • 340 230 320 210 320 210 310 200 0/8'. c.74 r.7.f196 7380 7 pge 1/4 220 160 220 160 210 140 210 140 200 140 t.3.179" . C. - F.25:5L1674.? : :: mjn::::;g4TemmiaL F.F.2:0E3.1•9:qm Tti9n?': Y.Igtor;Vilatise 3/8 380 250 380 250 360 230 360 220 350 220 111 tt 'E Wg3/8-37 ° T9 - 0 AMicil l0iP .: 1 Wiii07-2T IC l/0 /4*51 iif4ishitigg.:' lq. 7 , 7t63 - ,,117 7 t72.6c17,1s - ; 11 gage 1/4 200 140 200 140 190 130 190 130 190 130 t. .9 Te.:7:077 r 75 a- 403:int7P057i. =`;';41C?::;';( 318 360 230 360 230 340 210 330 210 330 200 12 gage .45:1.174. .. iii. - ri..:14 Ir-g1.9:01:1Mialijiiil g011,fi11 R.180 •11V(lAT,1202:V I ; t,4.105" 5/16 290 1 280 190 270 170 270 170 260 170 cy VI - u ql: . ' ,. : 11 ..r1567. 3 ":77 7 -'23 - 0 1 ;2 7 --77 Jiirie1r.:Tli(1 t.; 7 ; - :;a3tr2):1:4,714citf:• .1 ., 7:7320 :: to 14 gage t).075" 1/4 200 140 190 . 140 180 120 180 120 180 120 2 in E I. Tabulated lateral design values (Z) for lag screw connections shall be multiplied by all applicable adjustment factors (Table 7.3.1). CD 2. Tabulated lateral design values (Z) ate for "full diameter lag screws (see Reference 6) inserted in side grain with lag screw axis perpendicular to wood fibers, and with the following lag screw bending yield strengths (‘): F = 70,000 psi for D = 1/4' Fs, am 60,030 psi for D = 5/16' F = 45,000 psi for D 2 Yr 3. Tabulated lateral design values (Z) are based on dowel bearing strengths (F,) of 58,000 psi for ASTM A36 steel, and 45,000 psi for ASTM A653, Grade 33 steel. it , AMERICAN FOREST & PAPER ASSOCIATION Rupert Engineering, Inc. Consulting Enginers Civil and Structural 1519 West Valley Highway North Suite 5101 Auburn WA 98001 Title : Act 3 Catering. Tukwila WA Job # 06079.0 Dsgnr. TCL Date: 3:18PM. 25 SEP OE Description f Rooftop Unit Holdown for 5 -ton, 6 -ton 8 8 112 -ton Scope: Rev 580000 User KW-0601423, Ver 5 8 0, 1 -Dec -2003 (c)1983 -2003 ENERCAIC Engineering Software Page 1 structural design ecw Calculat,ors Description Existing purlin 2X14 © 24" o.c. for 5 -ton unit (max corner weight =16(. zl ' General Information Code Ref. 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x14 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End redly Wood Density 1.500 in 13.250 in Sawn 1.250 Pin -Pin 25.000 pot Center Span Left Cantilever Right Cantilever Hem Fa, No.1 Fb Base Allow Fv Allow Fc Allow E 19.00ft Lu ft Lu ft Lu 975.0 psi 150.0 psi 405.0 psi 1,500.0 ksi 0.00 ft 0.00 ft 0.00 ft Repetitive Member Full Length Uniform Loads Center Lett Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Summary Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 'D. a Center aLeft II Right DL 18.00 #/ft U. tom/ . 2 0 lbs 139.3 lbs lbs lbs 0.250 ft 5.750 ft lbs lbs 0.000 ft Reactions... tb 1,004.56 psi Tv 52.55 psi Left DL 0.58 k Fb 1,261.41 psi Fv 187.50 psi Right DL 0.25 k Dead Load Total Load -0.214 in -0.550 In 9.19611 9.348 ft 1,067.5 414.90 L Deft) - 0.320 in 0.000 in 0.000 in lbs lbs 0.000 ft . EINcl % Mt 1 4 kg. . S f ,t&u-N u4c t c ac. %et . Fick $tt ACAt c l�cd , ; 4/S It 50.00 #Jft *ft #/ft Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl lbs lbs 0.000 ft Span= 19.00ft, Beam Width = 1.500in x Depth = 13.25in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 3.7 k -ft Maximum Shear' 1.5 Allowable 4.6 k-ft Allowable Max Positive Moment 3.67 k-ft at 8.892 ft Shear. Max Negative Moment 0.00 k -ft at 19.000 ft Max a Left Support 0.00 k -ft Max a Right Support 0.00 k -ft Max M allow 4.61 lbs lbs 0.000 ft 1.0 k 3.7 k aLeft 1.05k C Right 0.72 k Camber. C Left 0.000 in a Center 0.320 in C Right 0.000in Max 1.05 k Max 0.72k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 lbs lbs 0.000ft 0.000 in 0.000 in 0.0 0.0 Rwaerst._ Z1Tw.l (c c t14-) tsiscs4 cs�,C Rupert Engineering, Inc. Consulting Enginers Civil and Structural 1519 West Valley Highway North Suite 9101 Auburn WA 98001 Rev: 580000 User KW-0601423, Ver 5.8.0, 1- Dec-2003 (c)1963 -2003 ENERCALC Engineering Software Page 1 structural design. ecw Calculations Description Existing purlin 2X14 (4 24" o.c. for 6 -ton unit (max corner weight = General Information Code Ref. 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x14 Beam Width Beam Depth Member Type Brn Wt. Added to Loads Load Our. Factor Beam End rarity Wood Density Full Length Uniform Loads Center .... Left Cantilever Right Cantilever Point Loads Dead Load 329.0 lbs Live Load lbs ...distance 0.250ft • Summary w Deflections Span= 19.00ft, Beam Width = 1.500in x Depth = 13.25in, Ends are Pin -Pin Max Stress Ratio DL DL DL 1.500 in 13.250 in Sawn 1.250 Pin - Pin 25.000 pd 18.OQ#fft S � `tHt zd 198.8 lbs 6u lbs His 8.250 ft 0.000 ft 0.898 : 1 Maximum Moment 4.1 k -ft Allowable 4.6 k-ft Max Positive Moment Max Negative Moment Max a Left Support Max C Right Support Max M allow tb 1,132.67 psi Fb 1,261.41 psi Center Span... pad Load Deflection - 0.261 In ...Location 9.272 ft ...Length/Deft 872.0 Camber ( using 1.6 • D.L Defl ) - _ a Center 0.392 in 1$ Left 0.000 in C Right 0.000 in 4.14 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 4.61 tv 53.65 psi Fv 187.50 psi Center Span Left Cantilever Right Cantilever Hem Fir, No.1 Fb Base Allow Fv Allow Fc Allow E at 8.284 ft at 19.000 ft - Total Load -0.597 In 9.424 ft 381.59 LL LL LL Scope : Reactions... Left DL Right DL lbs lbs 0.000 ft 19.00ft Lu ft Lu ft Lu 975.0 psi 150.0 psi 405.0 psi 1,500.0 ksi 50.00 it/ft s/ft ?1R lbs lbs 0.000 ft Maximum Shear" 1.5 Allowable Shear. 0.64 k 0.29 k C *s ) t4'T Cps_t3 4Aratie. te33 rs vi - Title : Act 3 Catering. Tukwila WA Job a 06079.0 Dsgnr. TCL Date: 3:18PM. 25 SEP 06 Description : Rooftop Unit Holdown for 5 -ton, 6 -ton 8 8 1/2-ton 3� 0.00 ft 0.00 ft 0.00 ft Repetitive Member lbs lbs 0.000 ft 5afli 51911 1.3 1.1 k 3.7 k CLeft 1.12k ig Right 0.77k Camber. C Left 0.000 in /Center 0.392 in a Right 0.000 in Max 1.12k Max 0.77 k Leff Cantlle■er... Dead Load Total Load Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Right Cantilever... Deflection 0.000 in ...Length/Dell 0.0 gose 0.0 lbs lbs 0.000 ft 0.000 in \ --o`'r S Rupert Engineering, Inc. Consulting Enginers Civil and Structural 1519 West Valley Highway North Suite #101 Auburn WA 98001 Rev: 580000 User KW- 0601423, Ver 5 9.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Description General Information Code Ref. 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x14 Beam Width Beam Depth Member Type Bm WL Added to Loads Load Cur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Summary Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max C Left Support Max C Right Support Max. M allow 1D 1,177.11 psi Fb 1,261.41 psi Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • D. C Center Cr Left Right Existing purlin 2X14 eh 24" o.c. for 8 1/2-ton unit (max corner weight = 82478#) 2 913 ,0 1.500 in 13.250 in Sawn 1250 Pin -Pin 25.000pcf DL 18.00 5/ft LL DL '. . cr Wit LL DLS' r;..p 9 LL 393.0 lbs 231. i lbs lbs lbs 0.250 ft 8.250 ft pead Load -0.281 in 9.272 ft 811.0 Deft 0.422 in 0.000 In 0.000 in General timber Hearn Span= 19.00ft, Beam Width = 1.500in x Depth = 13.25in, Ends are Pin -Pin 0.933 • 1 4.3 k -ft 4.6 k -ft 4.31 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 4.61 fv Fv 55.00 psi 187.50 psi Center Span 19.00ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Hem Fe, No.1 Fb Base Allow 975.0 psi Fv Allow t50.0 psi Fc Allow 405.0 psi E 1,500.0 ksi lbs lbs 0.000 ft 8.284 ft 19.000 ft Total Load -0.617 in 9.424 ft 369.43 Scope: Reactions... Left DL Right DL Two : Act 3 Catering. Tukwila WA Job i 06079.0 Dsgnr: TCL Date: 3:19PM. 25 SEP 06 Description : Rooftop Unit Holdown for 5-ton, 6 -ton & 8 1/2 -ton 50.00 t//ft #/ft 5/ft lbs lbs lbs Ibs lbs lbs lbs lbs 0.000 ft 0.000 ft 0.000 ft 0.000ft Maximum Shear • 1.5 Allowable Shear. Left Cantilever... Deflection ...Length/Deft Right Cantilever_. Deflection Page 1 structural design.ecw.Calculations 0.00 ft 0.00 ft 0.00 ft Repetitive Member Beam Design 0 1.1 k 3.7 k # Left 1.20k 01 Right 0.78k Camber. C Left 0.000 in C Center 0.422 in C Right 0.000 in 0.72 k 0.31 k Max 1.20k Max 0.78 k read Load Total Loag, 0.000 in 0.000 in 0.0 0.0 SIN CT t$Gr Zx 1-S Ni - O ectt e `Q-%z .' \rso w5 \NM ke r b C 0.000 in 0.000 in 0.0 0.0 — vi ar 221 &16' — --- 14 9/16' r 1 16 314 Y +--- Precedent (Y_C) Items: Y C-3 (This item is not 'In Job') 9/21/2006 9:34:47 AM 28 3116' AIRE PRO INC — ACT III ACCESSORY - ROOF TOP CURB ACCESSORY ROOF TOP CURB rth Skated NEW STANDARDS FOR LIVING" 5 - �0�1 19 7B' TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 6 Precedent (Y_C) Items: Y_C-3 (This item is not in Job') 9/21/2006 9:34:47 AM AIRE PRO INC — ACT III fhiciieast.Fhurda+d NEW STANDARDS FOR LIVING° 24 3/8' Cerro. Mt Connections • Re FOAM", All Flogs - 1 W 2 ACCESSORY - DUCT CONNECTIONS ---- ------74.N.-- 16 3/18' 18 1/18' 11 TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 5 ACCESSORY WEIGHTS ECONOMIZER 26.0 lb MOTORIZED OUTSIDE AIR DAMPER MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF OVERSIZED MOTOR 5.0 lb BELT DRIVE MOTOR POWER EXHAUST THROUGHT THE BASE ELECTRICAUGAS I UNIT MOUNTED CIRCUIT BREAKER UNIT MOUNTED DISCONNECT I POWERED CONVENIENCE OUTLET HINGED DOORS HAIL GUARD SMOKE DETECTOR, SUPPLY/RETURN NOVARCONTROL DEHUMIDIFICATION (HOT GAS REHEAT) COIL ROOF CURB 70.0 lb STAINLESS STEEL HEAT EXCHANGER IBASIC UNIT WEIGHTS N CORNER WEIGHTS II CENTER OF GRAVITIY SHIPPING NET I O I 169.0b Q 105.0 lb I(E)LENGHT I(F)WIDTH 614.0b 522.0b © 134.01b DO 1114.0b 132' 1 1S' Precedent (Y_C) Items: Y e-3 (This Item is not 'In Job') 9212006 9:34:45 AM itett I v CORNER WEIGHT HIRE PRO INC — ACT III RIGGING AND CENTER OF GRAVITY L east ada NEW STANDARDS FOR LIVING° INSTALLED ACCESSORIES NET WEIGHT DATA \2 NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3. NET WEIGHT SHOULD BE ADDED UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4. WEIGHTS FOR OPTIONS NOT USTED ARE >5 LB& 141. tai.. j. f n . G \s S TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 3 Precedent (Y C) Items: Y C-1 (This item Is not 'In Job') 9/21/2006 9:29:50 AM c AIRE PRO INC — ACT III ACCESSORY - ROOF TOP CURB ACCESSORY - ROOF TOP CURB TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST 7% nea q Raged NEW STANDARDS FOR LIVING' Page: 6 34 ••-- 1e 1? 1 +— <8 let? 1 ' �- t 7 34 1/8" 318' 34 318' Precedent (Y C) Items: Y C-1 (This item Is not 'In Job') 9/21/2006 9:29:50 AM c AIRE PRO INC — ACT III ACCESSORY - ROOF TOP CURB ACCESSORY - ROOF TOP CURB TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST 7% nea q Raged NEW STANDARDS FOR LIVING' Page: 6 Precedent (Y_C) Items: Y_C-1 (This Item is not 'In Job') 9/21/2006 9:29:48 AM (D a realllt amneem CORNER WEIGHT AIRE PRO INC — ACT III f}torieaw Sfawdard NEW STANDARDS FOR LIVING° INSTALLED ACCESSORIES NET WEIGHT DATA NOTE 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADDS LBS TO NET WEIGHT. 3. NET WEIGHT SHOULD BE ADDED UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. RIGGING AND CENTER OF GRAVITY (CSC aY Cn , -- -.- _ 15 ) fl cpvs-tcst cPv...g s _ %z•Qt* F c . c 1r Stt S- �0 Moo _3 c-'a TJ A TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 3 ACCESSORY WEIGHTS ECONOMIZER 36.0 D MOTORIZED OUTSIDE MR DAMPER MANUAL OUTSIDE MR DAMPER BAROMETRIC REUEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST THROUGHT THE BASE ELECTRICAUGAS UNIT MOUNTED CIRCUIT BREAKER UNIT MOUNTED DISCONNECT POWERED CONVENIENCE OUTLET HINGED DOORS HAIL GUARD SMOKE DETECTOR, SUPPLY/RETURN NOVAR CONTROL DEHUMIDIFICATION (HOT GAS REHEAT) COIL ROOF CURB 115.0 b STAINLESS STEEL HEAT EXCHANGER BASIC UNIT WEIGHTS II CORNER WEIGHTS } CENTER OF GRAVITIY SHIPPING NET pA 12A9.0b II © III 132.0b I(EL LENGHT I(F)WIDTH 676.06 735.00 II O II 193.0b II ©11161.00 136' II 21• Precedent (Y_C) Items: Y_C-1 (This Item is not 'In Job') 9/21/2006 9:29:48 AM (D a realllt amneem CORNER WEIGHT AIRE PRO INC — ACT III f}torieaw Sfawdard NEW STANDARDS FOR LIVING° INSTALLED ACCESSORIES NET WEIGHT DATA NOTE 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADDS LBS TO NET WEIGHT. 3. NET WEIGHT SHOULD BE ADDED UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. RIGGING AND CENTER OF GRAVITY (CSC aY Cn , -- -.- _ 15 ) fl cpvs-tcst cPv...g s _ %z•Qt* F c . c 1r Stt S- �0 Moo _3 c-'a TJ A TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 3 Precedent (Y_C) Items: Y C -2 (This Item is not in Job') 9/21/2006 9:31:44 AM 4 ' AIRE PRO INC — ACT III ACCESSORY - ROOF TOP CURB ACCESSORY - ROOF TOP CURB z*setlf J S -4741 wa( NEW STANDARDS FOR LIVING" is TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 6 8S I mo--- 18 12' 58'.• -.-- 1812 — 34 X7/2 3/2 343 Precedent (Y_C) Items: Y C -2 (This Item is not in Job') 9/21/2006 9:31:44 AM 4 ' AIRE PRO INC — ACT III ACCESSORY - ROOF TOP CURB ACCESSORY - ROOF TOP CURB z*setlf J S -4741 wa( NEW STANDARDS FOR LIVING" is TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 6 Precedent(Y_C) Items: Y CG2 (This item is not 'In Job') 9/21/2006 9:31:44 AM AIRE PRO INC — ACT III Oel.wGW Camemoe -NeIO /blr•ied M Flamm -1W' ACCESSORY - DUCT CONNECTIONS ,lms rear Siamen' NEW STANDARDS FOR LIVING° 1 ) 0 TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 5 ACCESSORY WEIGHTS ECONOMIZER 36.0 lb MOTORIZED OUTSIDE AIR DAMPER MANUAL OUTSIDE AIR DAMPER BAROMETRIC REUEF OVERSIZED MOTOR BELT DRIVE MOTOR . POWER EXHAUST THROUGHT THE BASE ELECTRICAL /GAS UNIT MOUNTED CIRCUIT BREAKER UNIT MOUNTED DISCONNECT POWERED CONVENIENCE OUTLET HINGED DOORS HAIL GUARD SMOKE DETECTOR, SUPPLY/RETURN NOVAR CONTROL DEHUMIDIFICATION (HOT GAS REHEAT) COIL ROOF CURB 115.01b STAINLESS STEEL HEAT EXCHANGER BASIC UNIT WEIGHTS II CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET 10II 297.01b II 0 I 165.0 lb II (E) LENGHT II(F)WIDTH 1042.0 m 898.0 © 243.010 I 194.0Ib II 40' II 2P Precedent (Y_C) Items: Y_C -2 (This item is not 'In Job') 9/21/2006 9:31:42 AM sc\ in t 4 CORNER WEIGHT AIRE PRO INC — ACT III rh ythm sta teed NEW STANDARDS FOR LIVING• INSTALLED ACCESSORIES NET WEIGHT DATA NOTE: 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3. NET WEIGHT SHOULD BE ADDED UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. !Nb 1 r RIGGING AND CENTER OF GRAVITY v =1st' t�s Csserry, can vrxtsk F CAYt.L it 3548 - 8 (Sez —�' c .g. `1 TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 3 Rupert Engineering, Inc. Consulting Enginers Civil and Structural 1519 West Valley Highway North Suite 8101 Auburn WA 98001 Rev: 580000 User KW-0801423, Vet 5.8.0, 1 -Dec.2003 (c)1983 -2003 ENERCALC Engineering Software Description Existing Roof Girder 7 4 General Information Section Name Beam Width Beam Depth Member Type Bm WL Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Deflections Center Span... Deflection ...Location ...Length/Deft Camber t using 1.6 C Center C Left Right 6.750.4 6.750 in 24.000 in GluLam 393.0 Ibs lbs 13.250 ft Span = 33.50ft, Beam Width = Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max C Left Support Max C Right Support Max. M allow ib 2,292.42 psi Fb 2,390.91 psi 1.150 Pin -Pin 45.000 pct Full Len th Uniform Loads DL 300.00 #/ft DL #/ft DL #/ft W%P''F SR. C 280.8 lbs lbs 20.250 ft 129.11 fv Fv Dead Load -0.818 in 16.750 ft 492.4 • D.L Deft). 1.225 in 0.000 N 0.000 In Page 1 structural desig,.euw.Calcalations X 24" dp GLB for new units 5-ton, 6 -ton & 8 1/2-ton General Timber Beam Code Ref. 1997 NDS, Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Ev Allow Fc Allow E lbs lbs 0.000 ft Scope: LL 500.00 Mt LL #!ft LL am onett E w- try b . 6.750In x Depth = 24.in, Ends are Pin -Pin 0.959: 1 123.8 k -ft 129.1 k -ft 123.79 k -ft at 16.750 ft 0.00 k -ft at 33.500 ft 0.00 k -ft 0.00 k -ft Total Load -1.888 in 16.750 ft 212.90 Title : Act 3 Catering, Tukwila WA Job IS 06079.0 Dsgnn TCL Date: 3:25PM, 25 SEP 06 Description : Rooftop Unit Hoklown for 5 -ton, 6 -ton & 8 1/2 -ton 2003 IBC, 2003 NFPA 5000. Base allowables are user defined lbs lbs 0.000 ft 33.50 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,700.0 ksi Maximum Shear • 1.5 19.5 k Allowable 44.7 k Shear. Ct Lett 14.60 k fjil Right 14.57 k Camber. @Left 0.000 in Center 1.225in Reactions... © Right 0.000 in 120.38 psi Left DL 6.22 k Max 14.60k 276.00 psi Right DL 6.20 k Max 14.57k Left Cantilever... Deflection Right Cantilever... Deflection ...Length/Defl Lu Lu Lu lbs lbs 0.000 ft 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft lbs lbs 0.000ft Beam Design OK Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 hi 0.0 0.0 G't et tt&G 1Y: X tiqj d G‘ \ S Pnewt rt T-6 $- €&. CCIIICOZ Ut4Yt vs4A pert Q ung 11 caig@tiagi 0&]60 CONSULTING ENGINEERSICML AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 836/Aubum,WA 98071 253- 833 -7776 Fax 253- 939 -2168 ?CT - r TOC-A4 % SHEET NO tq OF � 1 p CALCULATED BY Tc�- [ DATE 't-� \ (O CHECKED BY DATE SCALE cww,C, p 1 IC, s. � N T t%e x _ `Zo) (31. - t s'j w - LS) tip) _ l LS) ( 'io i * n Lrgoo#a Wti.SA f Tot vei-r wtu.Vrr tk2 % Yt, Tor\) Z6�o� N 8Y td4�,ut L EX�cat Met z , \s S it\ fir_ vT l tr■ uaC batc*-t ` 7�4, AYth � V_A•Rx+C$ ce. assctst . fort 1,1 lrtie � "tit- ryncogn- Fairtnals Ls 541/27tRer\--PACItnea1/4„r 0 PRODUCT 207 Rupert Engineering, Inc. Consulting Englners Civil and Structural 1519 West Valley Highway North Suite #101 Auburn WA 98001 Rev: 580000 User KW-0801423, Ver 5.8.0, 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Description General Information Wood Section Rectangular Column Column Depth Width Sawn Loads Axial Load Eccentricity l Summary Stress Details ibx : Flexural Fbx : Allowable Interaction Value Existing Post 7 1/2" X 7 1/2" Fc : X -X Fc : Y -Y Fc : Allowable FcAllow • Load Dur Factor Fbx Fbx • Load Duration Factor 1.000in 396.09 psi 900.00 psi 0.4582 1,350.00 psi 1,350.00 psi 1,350.00 psi 1,350.00 psi 900.00 psi 900.00 psi Scope: Timber Column Design 8x8 Total Column Height 25.00 ft Load Duration Factor 1.00 7.50 in Fc 1,350.00 psi 7.50 in Fb 900.00 psi E - Elastic Modulus 1,600 ksi Douglas Fir - Larch, No.2 Dead Load 11,100.00 lbs Tide : Act 3 Catering, Tukwila WA Job S 06079.0 Degnr. TCL Date: 3:36PM, 25 SEP 06 Description : Rooftop Unit Holdown for 5-ton, 6 -ton & 8 1/2 -ton Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. Live Load 16 750.00 lbs 411.02 psi 900.00 psi 0.8015 For Bending Stress Cabs... Max k•Lu /d Actual Mild Min. Allow k•Lu / d Cf:Bending Fib :(Isd /b"2) ".5 For Axial Stress Cale... Cf : Axial Axial X- XkLU /d Axial Y -Y k Lu / d Is XX for Axial Le YY for Axial Lu XX for Bending Short Term Load 1,050.00 lbs Using : 8x8, Width= 7.50in, Depth= 7.50in, Total Column Ht= 25.00ft DL +LL DL +LL +ST DL +ST is : Compression 495.11 psi 513.78 psi 216.00 psi Fc : Allowable 1,350.00 psi 1,350.00 psi 1,350.00 psi Page 1 structural design.ecw.Calculae 172.80 psi 900.00 psi 0.2178 0.00 ft 0.00 ft 0.00 ft Column OK to 50.00 23.10 11.00 1.000 1.000 1.000 0.00 0.00 Rupert Engineering, Inc. Consulting Enginers Civil and Structural 1519 West Valley Highway North Suite #101 Auburn WA 98001 Rev 580000 User KW-0601423, Ver5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Description General Information Code Ref. 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor 1.250 Beam End redly Pin -Pin Wood Density 25.000pcf Dead Load Live Load ...distance Deflections Span= 19.009 Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.452: 1 Maximum Moment Allowable Max. Positive Moment Max Negative Moment Max © Left Support Max C Right Support Max M allow tb 696.14 psi Fb 1,541.72 psi Center Span... Deflection ...Location ...Length/Defl 506.0 Camber ( using 1.6 • D.L Deft ) .-- C Center 0.676 in C Left 0.000 in G Right 0.000 in Stress Ca(cs Bending Analysis Ck 28.452 Le Cf 1.100 Rb a@ Center a Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing a Supports Max Left Reaction Max Right Reaction General Timber Beam Page 1 structural design.eo ..CaIcuialions New purlin 2X10 QQ 24" o.c. for 5-ton, 6 -ton & 8 1/2-ton unit (max comer weight = 393#) 393.0 lbs lbs 0.250 ft 1.500 in 9250 in Sawn 231.8 lbs lbs 8.250 ft 1.24 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 2.75 ft 15.90 psi Fv 187.50 psi -0.451 in -0.451 in 9.120 ft 506.04 0.000 It 0.000 Max Moment 114 k -ft 0.00 k -ft 0.00 k-ft f Left Support 0.22 k 1.176 in2 187.50 psi 0.54 k 0.13 k Center Span Left Cantilever Right Cantilever Hem Fir, No.1 Fb Base Allow Fv Allow Fc Allow E lbs lbs 0.000 ft 1.2 k-ft 2.7 k -ft at 8.284 ft at 19.000 ft Scope: Reactions... Left DL Right DL Title : Act 3 Catering, Tukwila WA Job # 06079.0 Dsgnr. TCL Date: 4:03PM, 25 SEP 06 Description : Rooftop Unit Holdown for 5-ton, 6 -ton & 8 112 -ton lbs lbs 0.000 ft 19.00 ft Lu ft Lu ft Lu 975.0 psi 150.0 psi 405.0 psi 1,500.0 ksi lbs lbs 0.000 ft Maximum Shear' 1.5 Allowable Shear. 0.2 k 2.6 k CLeft 0.54k C Right 0.13 k Camber. C Left 0.000 in O Center 0.676 in C Right 0.000 in 0.54 k 0.13 k 0.00 ft 0.00 ft 0.00 ft Repetitive Member lbs lbs 0.000 ft Beam Design OK Max 0.54 k Max 0.13 k ad Load Total Load Left Cantilever... Dead Load total Load Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Sxx 21.391 in3 Area 13.875 in2 CI 0.000 Sn Reo'd 9.66 in3 0.00 in3 0.00 in3 Right Support 0.19 k 1.015 1n2 187.50 psi Bearing Length Req'd Bearing Length Req'd Allowable lb 1,541.72 psi 1,541.72 psi 1,541.72 psi 0.892 in 0.212 in 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 lbs lbs 0.000ft pert goieneedbuiz Dm& CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 836/Aubum,WA 98071 253 -833 -7776 Fax 253 -939 -2168 JOB "` 1 SHEET NO a c,Z 3 Q.:M .t tth. S1E OF ��{ CALCULATED BY T DATE S '7 O CHECKED BY - DATE SCALE klentct VY' t�attkolas e� ea iaJ 1ktaoii� 11141rc, U -- S-T- ; C-7‘.4 8 � o� C-7‘.4 ; Z° �.. ` E A ` I- C.. 9 , - tE'35- 1 C M OLost � prs s r5t 'vtt. *P 1n - Cert.- tiSta - 44 x' t a� s&wt tw /co>- 1ctazc vet p.'�c. 8) ,�, rz 7 V z4d3 (t c te e} S mats hs EtC>< Nv-L+e4 Z Cat S'tcEct» 4&V ca. tic t \c1vo•s/14 pt.tAkL- 0 PSCDUCT207 anEDGA ElinganeerlG4 ['Mal CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 836/Auburn,WA 98071 253 -833 -7776 Fax 253 -939 -2168 Z S a-t,ga- JOB 044.17q . 11.)&\- SHEET NO. ^ OF y� CALCULATED BY To_. DATE S ` r CHECKED BY DATE SCALE D PRODUCT 207 Sep 21 06 01:35p RBI ENT NATIONAL COOLER CORPORATION FILE COPY NATIONAL CooL' a CORPORATION S Panel Construction Wall, ceiling, and floor panels have Metal skins precisely. formed and framed with tongue -n- groove high density polyurethane foam studs or kiln - dried 2x4's. Metal skins are prepared with a bonding agent prior to foaming. L Ceiling panel spans to 20 feet in both coolers and freezers without additional supports.(No Live Load) Floor panels are made to withstand uniform distributed loads of 600 pounds par square foot. Panel Fasteners - Wall Panels, ceiling panels, and floor panels are fastened together with cam - locks. They are actuated from Inside the walk -Ins and the portholes covered with plug but- tons. Ceilings to wall panels are fastened together with cam - locks, lag bolts, or interior angle. Insulation - Polyurethane. Foamed - in - place Class I less than 25 flame spread (ASTME -84). Standard thicknesses are 3W , 4" , 5" , or 5W specified. K factor of 0.12 BTU / °F, FT2HRUin. Other panel thicknesses available an request. Floor sill - Floorless models are provided with a treated floor sill with tongue. Bottom of wall panel is grooved, and fits over tongue insuring that the wall panels will remain in proper alignment throughout their years of service. An optional method of installing floorless models is with a continuous galvanized steel sill angle. Copyright 1988 F' Section 2 Pg. 1 (253) 891 -0353 .r/). rflnt Finishes - Intertor exterior metal finishes in- . dude • Stucco embossed galvanized steel Bright spangled galvanized steel Stucco embossed aluminum White batted enamel paint on any of above Paint -Loc on galvanized steel (suitable for pain- ting) Stainless steel black vinylciad galvanized Other decorator finishes available include, Marlite, and Wilsonart paneling Wood paneling, FRP (Fiberglass Reinforced Polyester) Optional Extra: Flush door and doorway. Sliding doors. p.1 Doors - Standard construction is hinged, Milt, with chrome plated hardware with lockable latch and strike, cam -lift hinges, inside safety release, bulb gasket on three sides, and double wiper blade on bottom edge. Also included with each doorway is a vapor proof light fixture (shipped loose), flush mounted light switch with pilot light, and flush mounted dial thermometer. Optional Extra: Spring - loaded self - closing hard - ward with pneumatic closer. Door gasket is magnetic type. Freezer doors come with replaceable heater on three of four sides with replaceable threshold. Threshold heater may be separately heated if specified. Also Included with freezer doors are heated air vents to equalize pressure on the in- terior and exterior. National Sanitation Foundation - All Walk -ins are built to meet NSF specifications. L.A. #RR 24553, L.A. City Fabricators, U.L., I.C.B.O. and State of Oregon Approved. Installation - A complete set of installation in- structions is included with each walk -in. RECEIVED CITY OFTUKWILP SEP 2.8 2006 PERMIT CENTER M Sep 21 06 01:37p RBI ENT NATIONAL COOLER CORPORATION FOAM - SPLINE POLYURETHANE CONSTRUCTION Class I foamed -in -place urethane panels framed with a foam spline between panel's. Available in 4" , 5" , 5W thicknesses. 70 CAP W /#a X 5/8" TEX SCREWS CAULKING sILCONE i CAM WALL CEILING TO '.PALL FOAM INSULATION METAL LEVEL CONCRETE FLOOR (BY OTHERS) X14 X 1 1/7 TEK SCREW W/WASRER DRIVE PIN (44' 0.C.) 1%A. X 1 1/7 X I i/7 ANGLE corT. WALL TO FLOOR 3 /a' X 5" 'AO EOLT AND WASHER ETAL CEILING PANEL Copyright 1988 Section 6 Pg. 1 (253) 891 -0353 p.1 CAM-LOCK FASTENER CAM -LACK FASTENER PLOD BUTTON SILICONE PLYWOOD INTERIOR CORNER TO WALL JOINT N.S.F, PANEL TO PANEL JOINT CORNEA PANEL MOHOLIL6 A CEO4K6E 3/8 5/8 5.5 1 28.25 23.75 17,25 166 73 MOH0141.6 A CFO6K6E 3/8 5/8 5.5 1 28.25 23.75 17.25 197 73 M0H025L6 B CF09K6E 3/8 7/8 9 2 28 25 37.75 17.25 259 76 MOH031L6 C CF12K6E 1/2 7/8 14 2 28.25 37.75 19.75 260 77 'Sep 21 06 01s47 Performance Data - Low Temperature Models - Hermetic Compressors MOH02516 MOH031 L6 R4041507 Model CFI2K6E 20793 18889 Compressor MOHOI tL6 CPO4K6E 6930 6109 5289 3684 2919 2196 MOHOI4L6 CF06K6E 9980 8870 M0H025L6 CF091C6E 16870 14990 MOHOIU.6 CFI2K6F 19598 17787 7790 13150 15909 ;0pa701 C.1'1 Unit Specifications - Hermetic Compressors 8 (251 nits 16931 12938 10952 Capacity STUN C 95°F. Ambient I Suction Temperature °F. 0 °F. -5 °F. -10 °F. - 20 ° F. -25°F. -30 °F. 5740 9650 17070 4810 8040 10157 3940 6560 g168 ons e'elfind ' Model t ='•. :Number =: ;o7ttpress0 Liquid `.,S tctior se �.., nd imensiotrs - .-" `SF p 4 So[intl; fr OitigS MO to 137 A ART82C 28.25 23.7 17.25 16 67 MOH00807 A RRG -1100 3/8 6 2'25 .75 17.25 173 .8 MOHOIOD7 A RS70C1 5/8 28.25 23.75 17.25 172 68 t .f -el 1: 7 :25 7.7 17.25 2 7 28.25 37.7 17 225 72 Ms If 9M2 ' 41300 c: 16 2 :.2 37 7 - 19.75 24. 72 t . 7 .7 D .- y; - 00 - I _.t. 9 75 71 OH04007 D C'M 6 I.1 ' 42_ •.7S 73 MOH050D7 D CAN-0500 1/2 1 -1/8 22 1 30.25 42.5 29.75 333 75 MOH005X6 A RS43CIE 3B (I2 5,5 2825 2335 17.25 176 68 3/8 1(2 28.25 23.75 17.25 176 68 M0H008X6 A 8855C MOH009X6 A RS64CIE 3/8 5/8 55 I 28.25 23.75 17.25 179 68 MOH010X6 A RS70CIE 3/$ 5/8 5,5 t • 78 25 23.75 17.25 173 68 MOHl115X6 8 CSIDK6E 3/8 5/8 9 2 28.25 37.75 17.25 230 71 MOH020X6 H CS12K6F. 3/8 718 9 7 28,2i_. 75 ;775 710 71 MOH025X6 B CS14K6E 3/8 7/8 9 2 2825 37.75 17.25 231 74 M014030X6 D CSISK6E 1/2 7/8 20 1 30.25 423 29,75 314 73 M0H032X6 D CS20K6E 1/2 7/8 20 I 30.25 42.5 29.75 315 76 MOH040X6 D C527K3E 1/2 1 -1/8 20 1 30.25 425 29.75 315 73 MOR050X6 D CS33K3E 1/2 I -I/8 20 1 30.25 42.5 29.75 319 73 ++ a See back page for details t - Estimated sound pressure values are 10 feet from the unit. For estimating sound pressure from the unit at different distances, deduct the folbwkhttp from the unit values:20 feet deducts dies..... for 40 feet, deduct 12 dim for 8O feet, deduct 18 dba. This data Is typical of - free field" conditions for horizontal air cooled condensing units at the outlet of the dscharge air. The actual sound measurements may vary depending on the condensing unit installation. Factors such as reflecting walls, background noise and mounting conditions may have a significant Influence on this data. MOZ020L6 C ZFO6K4E 1/2 7/8 14 2 28.25 37.75 19.75 231 71 M0Z02516 C ZFO8K4E 1/2 7/8 14 2 2815 37.75 19.75 240 73 MOZ030L6 C ZPO9K4E 1/2 7/8 14 2 28.25 37.75 19.75 240 71 M0Z035L6 C ZFI 11C4E 1/2 7/8 14 2 28.25 37.75 19.75 243 73 MOZ045L6 D ZFI3K4E 1/2 I -I /8 20 I 30.25 42.5 29.75 325 73 . MOZ055L6 D ZFI5K4E 1/2 1 -1 /8 20 1 30.25 42.5 2935 334 74 M0Z060L6 D ZFISK4E I/2 1 -I /S 20 I 30.25 42.5 29.75 335 76 ;..Model Number , I Part - Number . Power Supply Compressor Fan Motor , Volts , Ph llz, f3LA a LRA Qty }1P % ELA MCA Air :Elea, MOPD 4fa s� Heater' Air , Elep., jtrips Amps MOZ020M63 Z515K4E -TF5 ' -230 3 60 83 55 2 I /15 I IS 15 74 25 9 19 M0Z025M63 I 19K4E -TF5 208 -_30 3 6 8.7 63 2 1/15 IS 2r 29 0 it 23 MOZ02 - M64 ZSI9K4E -TFD 460 3 60 4.5 31 2 1/15 1 15 IS 24 25 ID 19 i MO20301064 ZS21K4E -TED 460 3 60 5.1 39 I 1/3 1.9 I 24 15 25 10 19 MO2035M64 Z326K4E - TPD 1 3 60 6.4 44 1 1)3 19 15 24 15 25 9 19 l 0Z045M63 2830K4E -TP5 208 - 230 3 60 L. 5 99 I 1/3 3.5 0 44 30 45 12 35 M0Z055M62 ZS38K4E-PFV . 8 -230 I 611 2 %.8 169 I 113 3.5 41) 59 50 60 12 47 M0Z055M63 38K4E -TF5 '8-230 3 19.2 123 1 1/3 3. 28 44 45 50 12 35 MOZ055M64 ZS3SK4E - TFD 460 3 60 8.7 62 1 1/3 1.9 IS 29 20 30 10 23 MOZ060M64 S45K4E -TED 460 3 /i 8.3 70 1 1/3 1.9 15 29 20 0 1 r.6 23 MOZt)20L62 ZEO6K4E-1 208 -230 1 60 12.2 61 2 1/15 1 20 25 38 40 12 30 M0Z020L63 ZFb6K4E - TF5 208.230 3 60 83 55 2 1/15 I 15 15 24 25 9 19 MO20211L64 ZFO6K4E -TFD 460 3 60 18 27 2 I/IS 1 15 15 24 25 II 19 M0Z025L62 ZFO8K4E-PFV 208 -230 1 60 14.7 73 2 1/15 I 20 30 38 45 12 30 MOZ025163 ZFO8K4E-TF5 208 -230 3 60 8.7 63 2 1/15 I 15 20 29 30 II 23 M07A251.64 1F08K4E -TFD 460 3 60 4.5 31 2 1/15 I 15 15 24 25 10 19 MO20301.62 ZFO9K4E -PFV 208 -230 I 60 14.7 88 2 1/15 I 20 38 30 45 12 30 M070301.63 2R19K4E -1T5 208- 230 3 60 9.9 77 2 1/15 1 IS 24 20 25 6 19 MOZ03OL64 ZFO9K4L - TFD 460 3 60 5.1 39 1 1/15 1 15 IS IS 15 0 0 MO20351 Z1 - PF4' 208 -230 I 60 18.6 109 2 1/15 I 24 38 40 50 12 30 M0Z0351.<3 Zia' 1 K4E-TF5 208 -231) 3 60 12.2 88 2 1/15 1 20 29 25 30 6 23 M0Z035L64 WI IK4E -TFD 460 3 60 6.4 44 2 1/15 1 IS 15 IS IS 0 0 M0Z0451.62 ZF13K4E - PFV 208 - 230 I M) 24.0 129 1 1/3 3.5 34 45 50 60 11 30 M0Z045L63 ZF13K4E -TF5 205 -230 3 60 13.5 99 I 1/3 3.5 20 38 30 40 II 30 M0Z0451.64 7.F13K4E4E0 460 3 60 7.4 49.5 - 1 1/3 1.9 15 24 15 25 9 19 MO2055L62 7F15K4E -PFV 208 -230 I WI 28.8 169 I 1/3 3.5 40 50 50 60 10 30 r 't 5L63 ZFI5K4E-1T5 208 -230 3 fit) 19.2 123 I 1/3 3.5 28 40 45 50 10 l0 55L6/ ZFISK4E -TFD 460 3 61) 8.7 62 I 1!3 1.9 IS 24 20 25 8 19 MOZA60L63 ZFI8K4E -TF5 208-230 3 60 21.5 156 I 1/3 3.5 30 44 50 60 12 35 M01060L61 ZPi8K4E -TF0 460 3 60 8.3 70 I 1/3 1.9 15 29 20 30 11 23 Sep 21 06 01:49p RBI ENT UTDO OR CowDE1VS1NGi.$ Unit Specifications - Scroll Compressors (253) 891 -0353 Model • ;; Fig. "Humber - ++ > Compressor 'Connections Receiyx y (ID) : -.'_ 90 %`Full Liquid Suction °_tbs . Fan(s) Itnenslons �'r W H Ship: Sou W3 Data ,dbar MOZ020M6 C ZSI5K4E I 7/8 14 28.2 37.75 19.75 231 71 MOZ025M6 C MOZ030M6 D ZS I9K4E ZS21K4E 1/2 1/2 7/8 14 2 28.25 37.75 19.75 240 7/8 20 30,25 42.5 29.75 305 73 72 MOZ035M6 D ZS26K4E 1/2 7/8 20 ) 30.25 42.5 29.75 308 74 MOZ045M6 D ZS30K4E 1/2 1 -I /8 20 3025 42.5 29.75 325 73 Me7-ft 6 D ZS38K4E 1/2 1 US 20 30.25 42.5 29.75 334 74 MOZ060M6 D ZS45 K43 1/2 1 -1/8 20 30.25 42.5 29.75 335 76 ++ - See bade page for details. r = Estimated sound pressure values are 10 feet from the unit. For estimating sound pressure from the unit at different distances, deduct the following from the unit values: 20 feet deduct 6 dba for 40 feet, deduct 12 dba for 80 feet, deduct 18 dba. This data is typical of 'free field' conditions for horizontal air cooled condensing units at the outlet of the discharge air. The actual sound measurements may vary Spending on the condensing unit installation. Factors such as reflecting walls, background noise and mounting conditions may have a significant influence on this data. Electrical Data - Scroll Compressors Per UL and NEC, RLA values have been calculated by dividing the Maximum Continuous Current (MCC) by 1.56. 0 Power supplied by customer. t Consult factory for 5D HZ applications. 12 p. 3 LCA Model Size Capacity STUH! Watts 10°F TD +25 ° F SST `Fan Data Shaded Pole Motor Data (Total Amps) CFM / m'H No. HP 115! 1160 208 -230! 1/60 6 -44 4,400 1,290 800 1,360 1 1/15 1.8 0.8 6 -51 5,100 1,490 800 1,360 1 1/15 1.8 0.8 6 -62 6,200 1,820 800 1,360 1 1/15 1.8 0.8 6 -72 7,200 2,110 1,500 2,550 2 1/15 3.6 1.6 6-90 9,000 2,640 1,500 2,550 2 1 /15 3.6 1.6 6-110 11,000 3,220 1,500 2,550 2 1/15 3.6 1.6 13,500 3,950 2 3,825 3 1/15 5.4 2.4 3 -- x-135_ 6 -160 16,000 4,690 2,250 3,825 3 1/15 5.4 2.4 6 -185 18,500 5,422 3,000 5100 4 1/15 7.2 3.2 6 -215 21,500 6300 3.000 5,100 4 1/15 7.2 3.2 6 -260 26,000 7,620 3,750 6,375 5 1/15 9.0 4.0 6 -310 31,000 8,030 4,500 7 , 650 6 1/15 10.8 4.8 6 -350 35,000 10,260 4,500 7,659 6 1/15 10.8 4.8 Sep 21 06 01:50p RBI ENT Air Defrost Capacities (2531 891 - O3b 3 r•` LCA Air Defrost Models 60 Hz. with Shaded Pole Motors • MI fan diameters are 12 in. / 304.8 mm. NOTE: Air throw Is 30 feet based on 8 foot ceiling with no obstntonnc wham • ^�^^+ -- " " Air Defrost Models Electric and Hot Gas Defrost Models No. of Fens Dimensions (Inches / rnm) A B C D 6 FPI 6 FPI 4 FPI 44 35 — 1 30-1/2 775 21 -1 /4 540 — 51 43 — 1 r -1 " 775 21 -1/4 a40 — — 62 — — 1 30 -1/2 775 21 -1/4 540 — — 72 65 57 2 42 -1/2 1080 33-1/4 845 — 90 76 67 2 42 -1/2 1080 33 -1/4 845 — — 110 94/95 82 2 42 - 1/2 1080 33 845 — — 135 120 105 3 58 -1/2 1486 49 -1/4 1251 — — 160 — — 3 58-1/2 1486 49 -1/4 1251 — 185 160 139 4 74-1/2 :l 65-1/4 . — — 215 — — 4 74-1/2 1892 65-1/4 1857 — — 260 310 1 1 200 174 6 90-1/2 81 -1/4 48 -3/8 32 -7/8 240 208 6 106-1 2705 97 -1/4 2470 48-5/8 1235 48 -5/8 1235 350 270 235 6 106 -1/2 2705 97 -1/4 2470 48 -5/8 1235 48-5/8 1235 Sep 21 06 01:53p RBI ENT Dimensional Data Electrical Connection End Dimensions Drain Dimensional Data For All Models NOTE: Hanger brackets will accept 3/8" / 9.6 mm hanger rods. 12 ( 253 ) 891 - 0353 Refrigeration Connection End p.1 14 Air 14'I4 1BY. I Flow i I 1 .1 1lY,s I 16% .. 3 -10 Ton Precedent'" Convertible Packaged Rooftop (Y C) Job Information AIRE PRO INC -- ACT III Unit Information FILE COPY Tag Quantity Model number Unit Function Unit Efficiency Airflow Voltage Design airflow Elevation Airflow application Refrigeration System Option Min. unit operating weight Max. unit operating weight Motor/Electrical Information* Voltage Design ESP Max available ESP Direct drive speed Supply Fan/Motor Drive Indoor mtr operating power Indoor rpm Indoor motor power Outdoor motor power Compressor power System power Operating EER SEER/EER @ ARE IPLV @ ARI MCA MOP Compressor 1 RLA Compressor 2 RLA Condensor fan FLA Evaporator fan FLA 1 ri ITI ry l' ors. /TSTf YSC072 DX cooling, gas heat Standard efficiency Convertible configuration 208 - 230/60/3 2400 cfm Downflow Standard refrigeration system 735.0 lb 1009.0 lb 208 - 230/60/3 0.50 in H2O Standard drive motor 0.81 bhp 792 rpm 0.79 kW 0.65 kW 5.61 kW 7.05 kW 10.2 EER 0.0 IPLV 32.70 A 50.00 A 19.00 A 0.00 A 3.85 A 5.00 A REv'IEv'ED FCR CODE COIriPLIWCE ray SfaWd rmrw " } " -2 D NEW STANDARDS FOR LIVINGTM Li^i�nri. Cooling Information Tonnage Cooling EDB Cooling EWB Ambient temperature Cooling LDB Cooling LWB Cooling LDB with reheat Gross total capacity Gross sensible capacity Gross latent capacity Net total capacity Net sensible capacity Net sensible heat ratio Net sensible heat ratio w /reheat on Evaporator face area Evaporator face velocity Dew Point Temp Evap coil leaving air temp (DB) Evap coil leaving air temp (WB) Heating Information Heating Capacity Input htg capacity Output htg capacity Output htg capacity w/fan Heating EAT Heating LAT Heating delta T Dehumidification Information 072 - 6 Ton 80.00 F 67.00 F 95.00 F 60.84 F 57.93 F 72.25 MBh 53.82 MBh 18.45 MBh 69.56 MBh 51.12 MBh 0.73 Number 9.89 sq ft 243 ft/min 59.33 F 57.36 F Medium gas heat capacity -ph3 120.00 MBh 97.20 MBh 99.25 MBh 70.00 F 107.80 F 37.80 F Reheat Capacity Cooling LDB with reheat Net sensible heat ratio w /reheat on Reheat Temp Rise Evap Coil leaving air temp (DB) Evap Coil leaving air temp (WB) Dew Point Temp Leaving Unit Ref Humid w /Reheat Moisture Removal (gal /hr) 56.09 F RECEIVED CITY OF SEP 28 2006 PERMIT CENTER ' Electrical values provided are estimated only and are subject to change without notice and may differ from nameplate values. Field installed low or high static drive kits may be needed. Please check the fan performance tables In the product catalog for application ranges. 9/21/2006 Product Version 2002.09.04.1 A4O(,24f3 Precedent (1C -C) Items: Y C-3� (Thty Item is not 'In Job') 9/21/2006 9:34:46 AM CLEARANCE 36" CLEARANCE 36" 40" AIRE PRO INC — ACT III PACKAGED COOLING CLEARANCE 3/1 DOWNFLOW -ROOF OPENING CLEARANCE 48" CLEARANCE 37" 7Scerfl ao S/a deed NEW STANDARDS FOR LIVING" CLEARANCE FROM TOP OF UNIT rt TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 4 'GENERAL Oren Model: ysc060A Oversized Motor HEATING PERFORMANCE HEATING - GENERAL DATA Unit Operating Voltage: '187 -253 MCA '33.8 ' 'Medium Unit Primary Voltage: 208 MFS: 50.0 Heating Modes t Unit Secondary Voltage Unit Hertz: 230 30 MCB: 50.0 8Mndium Heating Input Heating Output (Btu): 84,000 UnUnitPhasas e 3 SEER: 10.20 Gas Inlet Pressure Standard Motor Feld Installed Oversized Motor Natural Gas (Min/Mix): '4.5/14.0 MCA '31.5 MCA N/A L1'(MWMax) 10.0/14.0 MFS: 50.0 MFS: N/A MCB: 50.0 MCB: N/A Gas Pipe Connection Size: 1 / 2 INDOOR MOTOR Sandard Motor Oversized Motor Field Installed Oversized Motor Number. 'I Number '1 Number N/A Horsepower 0.90 Horsepower. 1.00 Horsepower. N/A Motor Speed (RPM): 985 Motor Speed (RPM): 1,080 Motor Speed (RPM): WA Phase 1 Phase 1 Phase N/A Full Load Mips: 6.20 Full Load Amps: 7.90 Full Load Amps: N/A Locked Rotor Mips: 14.0 Locked Rotor Amps: 16.40 Locked Rotor Amps: WA COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number. '1 Number. 1 Horsepower 5.1 Horsepower. 0.33 Phase: 3 Motor Speed (RRM): 1,075 Rated Load Amps: 18.80 Phase: 1 Locked Rotor Mips: 128.0 FuN Load Amps: 20 Locked Rotor Amps: 6.6 POWER EXHAUST ACCESSORY (3) FILTERS REFRIGERANT (2) (Fetid Installed Power Exhaust) Type A -22 Phase: N/A Type: 'Naoaway Horsepower. N/A Furnished: Yes Factory Charge '4.9 Motor Speed (RPM): N/A Number 2 Ckuit #1 Full Load Mips: N/A Recommended 20-x25k1' Ckuit #2 WA Locked Rotor Amps: N/A Precedent (L Items: Y ,C-3 (ThO;item Is not In Job') 9/21/2006 9:34:45 AM AIRE PRO INC — ACT III 'ELECTRICAL / GENERAL DATA NOTES: 1. Maximum (HACR) Circuit Breaker sizing is for Installations In the United States only. 2. Refrigerant charge Is an appmodmae value. For a more precise value, see unit nameplate and service Instructions. 3. Value does not Include Power Exhaust Accessory. 4. Value Includes oversized motor. 5. Value does not Include Power Exhaust Accessory. 8. EER Is rated at AM conditions and in accordance with DOE test procedures. ilMerk S late d NEW STANDARDS FOR LIVINGG' TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 2 it W y 1 Precedent (Y, C) AIRE PRO INC — ACT III Items: Y Q (Thp item is not In Job') 9/21/2006 9:31:45 AM General Units shall be convertible airflow . Operating range shall be between 115 deg F [46.1 deg C] and 0 deg F [ -17.8 deg goading as standard from the factory for units with microprocessor controls. Operating range for units with electromechanical controls shall be between 115 deg F [46.1 deg C] and 40 deg F [4.4 deg C]. Cooling performance shall be rated in accordance with DOE and/or ARI testing procedures. Al units shall be factory assembled, internally wired, fully changed with R-22, and 100% run - tested before leaving the factory. Wiring internal to the unit shall be colored and numbered for simplified identification. Wits shall be UL listed and labeled, classified in accordance to ANS021.47 for gas fired central furnaces and UL 1995/CAN/CSA No. 236 -M90 for central coding air conditioners. Canadian units shall be CSA certified. ilmsrttho gamed NEW STANDARDS FOR LIVING"' Compressors Units shall have direct - drive, hermetic, scroll type conpressors with centrifugal type oil pumps. lvbtor shall be suction gas - cooled and shall have a voltage utilization range of plus or ninus 10% of unit nameplate voltage. Low - pressure sw itches shall be standard on all rooftop units. internal overloads shall be provided with the scroll conpressors Crankcase heaters shall be standard on the 036 and the 090. Refrigerant Circuits Each refrigerant circuit offers a choice of independent fixed orifice expansion device or thermal expansion valve. Service pressure ports, and refrigerant line filter driers shall be factory- installed as standard. An area shall be provided for replacement suction line driers. Rlters One inch [25.4m1, throwaway filters shall be standard. The filter rack can be converted to 2 inch [50.Snm] capability. Evaporator and Condenser Coils internally finned, 5/16" [7.9mr] copper tubes, mechanically bonded to a configured aluninum plate fin shall be standard. Coils shall be leak tested at the factory to ensure pressure integrity. The evaporator cal and condenser cal shall be leak tested to 200 psig [1379 lea] and pressure tested to 450 psig [3192.8 kPa]. The condensate coil shall have a patent pending 1 +1 +1 hybrid design with slight gaps for ease of cleaning. A renoveable, reversible, double -sloped condensate drain pan is standard. Rovisbn for through the base condensate drain is standard. Gas Heating Section The heating section shall have a progressive tubular heat exchanger design using stainless steel burners and corrosion resistant steel throughout. An induced draft combustion blower shall be used to pull the conbustion products through the firing tubes. The heater shall use a direct spark ignition (DSO system On initial call for heat, the combustion blower shall purge the heat exchanger for 20 seconds [20000 ms] before ignition. After three unsuccessful ignition attempts, the entire heating system shall be locked out until rranualy reset at the thermostat/zone sensor. Wits shall be suitable for use w ith natural gas or propane (field - installed kit) and also comply w ith the California requirement for low h Ox emissions. Outdoor Fans The outdoor fans shall be direct -drive, stoically and dynanically balanced, draw - through in the vertical discharge position. The fan rrotor shall be permanently lubricated and shall have built -in thermal overload protection. Controls Wit shall be conpletey factory wired with necessary controls and contactor pressure lugs or terminal and contactor pressure lugs or terminal block for power w Wing. Wits shall provide an external location for mounting a fused disconnect device. A choice of microprocessor controls or electromechanical controls shall be available. Mcroprocessor controls provide for all 24 volt control functions. With the microprocessor controls, the resident control algorithm shall make aft heating cooling, and/or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures The control algorithm maintains accurate tenperature control. nininizes drift from set point, and provides better building contort A centralized microprocessor shall provide anti-short cycle timing and tine delay between conpressors to provide a higher level of machine protection. 24-volt electromechanical control circuit shall include control transformer, contactors pressure lugs or terminal block for power w Wing. Wit shall have single point power entry as standard. Indoor Fan TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 1 Precedent (VC) AIRE PRO INC — ACT III � rw Items: Y.5-2 /rim aft (Thra item is not in Job') 9/21/2006 9:31:45 AM NEW STANDARDS FOR LIVING° Units offer a choice of direct - drive, FC centrifugal fans or belt driven, FC centrifugal fans with adjustable motor sheaves. Wits with belt drive motors shall have an adjustment idler -arm assembly for quick- adjustment to fan belts and motor sheaves. All motors shall be therrrelly protected. Direct drive oversized motors shall be available for high static operations. AN indoor fan motors meet the U.S. Energy Fblicy Act of 1992 (EPACf). Casing Wit casing shall be constructed of zinc coated, heavy gauge, galvanized steel. Exterior surfaces shall be cleaned, phosphatized, and finished with a weather-resistant baked enamel finish. Unit's surface shall be tested 1000 hours in a salt spray test in compliance with ASTM 8117. Cabinet construction shall allow for all maintenance on one side of the unit. Service panels shall have lifting handles and be removed and reinstalled by removing only a single fastener while providing a water and air tight seat. Al exposed vertical panels and top covers in the indoor air section shall be insulated with a cleanable foil faced, fire - retardent permanent, odorless glass fiber material. The base of the unit shall be insulated with 1/2 inch [12.7mm], 1 pound [.45 kg] density foi- faced, closed -cell rreterial. All insulation edges shall be either captured or sealed. The unit's base pan shall have no penetrations w ithin the perimeter of the curb other than the raised 1 1/8 inch [28.6rmn] high dow nflow supply-return openings to provide an added water integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane lifting, with forklift capabilities on three side of the unit. Unit Top The top cover shall be one piece construction or, w here sears exist, it shall be double - hemmed and gasket- sealed The ribbed top adds extra strength and prevents water from pooling on unit top. Economizer This accessory shall be factory installed and is available with or without barometric relief. The assembly includes fully modulating 0-100% motor and dampers, minimum position setting, preset linkage, wiring harness with plug, and fixed dry bulb control. Optional solid state enthalpy control shall be either factory or field installed. The factory- installed econonizer arrives in the shipping position and shall be moved to the operating position by the installing contractor. Roof curb The roof curb shall be designed to mete with the unit's dow nfkm supply and return openings and provide support and a watertight installation w hen installed properly. The roof curb design shall allow field- fabricated rectangular supply/return ductwork to be connected directly to the curb. Curb design shall con with MCA requirements. Qirb shall be shipped knocked down for field assembly and shall Include wood nailer strips. TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 2 3 -10 Ton Precedent?'" Convertible Packaged Rooftop (Y C) Job Information AIRE PRO INC - ACT III Unit Information Tag Quantity Model number Unit Function Unit Efficiency Airflow Voltage Design airflow Elevation Airflow application Refrigeration System Option Min. unit operating weight Max. unit operating weight Motor/Electrical information* Voltage Design ESP Max available ESP Direct drive speed Supply Fan/Motor Drive Indoor mtr operating power Indoor rpm Indoor motor power Outdoor motor power Compressor power System power Operating EER SEER/EER @ ARI IPLV ARI MCA MOP Compressor 1 RLA Compressor 2 RLA Condensor fan FLA Evaporator fan FLA Y. C-3 1 YSC060 DX cooling, gas heat Standard efficiency Convertible configuration 208 - 230/60/3 2000 cfm 208- 230/60/3 0.50 In H2O 0.90 In H2O High Oversized motor (3 Ph) 1.05 bhp 1135 rpm 1.21 kW 0.34 kW 5.53 kW 7.08 kW 10.2 EER 0.0 IPLV 33.60 A 50.00 A 18.60 A 0.00 A 2.00 A 7.90 A • Electrical values provided are estimated only and are subject to change without notice and may differ from nameplate values. Field Installed low or high static drive kits may be needed. Please check the fan performance tables in the product catalog for application ranges. 9/21/2006 Product Version 2002.09.04.1 Downflow Standard refrigeration system 522.0 lb 741.0 lb haw Simard NEW STANDARDS FOR LIVING'" Cooling Information Tonnage Cooling EDB Cooling EWB Ambient temperature Cooling LDB Cooling LWB Cooling LDB with reheat Gross total capacity Gross sensible capacity Gross latent capacity Net total capacity Net sensible capacity Net sensible heat ratio Net sensible heat ratio w /reheat on Evaporator face area Evaporator face velocity Dew Point Temp Evap coil leaving air temp (DB) Evap coil leaving air temp (WB) 060 - 5 Ton 80.00 F 67.00 F 95.00 F 60.17 F 57.77 F 63.13 MBh 48.25 MBh 14.87 MBh 59.00 MBh 44.13 MBh 0.75 Number 5.00 sq ft 400 ft/min 57.75 F 56.83 F Heating Information Heating Capacity Input htg capacity Output htg capacity Output htg capacity vac/fan Heating EAT Heating LAT Heating delta T Medium gas heat capacity-phi 80.00 MBh 64.00 MBh 66.67 MBh 70.00 F 99.90 F 29.90 F Dehumidification Information Reheat Capacity Cooling LDB with reheat Net sensible heat ratio w /reheat on Reheat Temp Rise Evap Coil leaving air temp (DB) Evap Coil leaving air temp (WB) Dew Point Temp Leaving Unit Rel Humid w /Reheat Moisture Removal (gaVhr) 56.24 F UNIT HEIGHT (A) 136 TONS STANDARD EFFICIENCY II '321/4' I 134 TONS HIGH EFFICIENCY II 32114' I 15 TON HIGH EFFICIENCY II 361/4' Precedent 1Y_C) Items: ¥,C-3 (R7ls Item Is not 'In Job') 9/21/2006 9:34:43 AM 35/1 4 1/6' EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN 3/4' -14 NPT DAI. HOLE — RETURN - rL 231? — THROUGH THE BASE GAS 41/2' 421/4' DOWNFLOW-PENATRETION HORIZONTAL - PENETRATION 49/18' 27 9/16'-] AIRE PRO INC — ACT III TOP PANEL CONNECTIONY ISOMETRIC - PACKAGED COOLING / DENSER FANSN NIT CONTROL WIRE 7/6' DIA HOLE RVICE GAUGE PORT ACCESS 1 3/e' DIA. HOLE IT POWER WIRE 01. AND COMPRESSOR ACCESS PANEL TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. 71-mmaim Simard NEW STANDARDS FOR LIVING' ONDENSER COIL AIR FLOW RIGHT - PACKAGED COOLING HORIZONTAL AIR FLOW Page: 1 Precedent (X C) Items: Y I Job') 9/21/2006 9:34:47 AM AIRE PRO INC — ACT III ACCESSORY - ECONOMIZER HOOD Alitiffalg Stidard NEW STANDARDS FOR LIVING"' CONOMIZER HOOD ECONOMIZER HOOD 13114" L 111? --•• TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 7 is ���� 0 Precedent (X C) Items: Y I Job') 9/21/2006 9:34:47 AM AIRE PRO INC — ACT III ACCESSORY - ECONOMIZER HOOD Alitiffalg Stidard NEW STANDARDS FOR LIVING"' CONOMIZER HOOD ECONOMIZER HOOD 13114" L 111? --•• TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 7 ,lmsnisi Radon' Precedent (j'_C) AIRE PRO INC — ACT III Items: y (TMs Item Is not 'In Job') 9/21/2006 9:34:48 AM General Wits shall be convertible airflow . Operating range shall be between 115 deg 946.1 deg Cl and 0 deg F [ -17.8 deg C] coding as standard from the factory for units with microprocessor controls. Operating range for units with electronechanical controls shall be between 115 deg F [46.1 deg C] and 40 deg F [4.4 deg C]. Coding performence shall be rated in accordance with DOE and/or ARI testing procedures. All units shall be factory assembled, internally wired, fully changed with R-22, and 100% run - tested before leaving the factory. Wring internal to the unit shall be colored and numbered for simplified identification. Wits shall be UL listed and labeled, classified in accordance to ANSIZ21.47 for gas fired central furnaces and UL 1995/CAWCSA No. 236 -M90 for central cooling air conditioners. Canadian units shall be GSA certified. NEW STANDARDS FOR LIVING"' Compressors Wits shall have direct - drive, hermetic, scroll type conpressors with centrifugal type oil pumps Wbtor shall be suction gas - cooled and shall have a voltage utilization range of plus or ninus 10% of unit nameplate voltage. Low- pressure switches shall be standard on all rooftop units. Internal overloads shall be provided with the scroll compressors Crankcase heaters shall be standard on the 036 and the 090. Refrigerant Circuits Each refrigerant circuit offers a choice of independent fixed orifice expansion device or thernmel expansion valve. Service pressure �orts and refrigerant line filter driers shall be factory- installed as standard. An area shall be provided for replacement suction line driers. Alters One inch [25.4mm], throwaway filters shall be standard. The filter rack can be converted to 2 inch [50.8mr4 capability. Evaporator and Condenser Coils internally finned, 5/16" [7.9mn] copper tubes, rrechanically bonded to a configured aluminum plate fin shall be standard. Coils shall be leak tested at the factory to ensure pressure integrity. The evaporator coil and condenser coil shall be leak tested to 200 psig [1379 kPa] and pressure tested to 450 psig [3192.8 kPa]. The condensate coil shall have a patent pending 1 +1 +1 hybrid design with slight gaps for ease of cleaning. A remnveable, reversible, double -sloped condensate drain pan is standard. Provision for through the base condensate drain is standard. Gas Heating Section The heating section shall have a progressive tubular heat exchanger design using stainless steel burners and corrosion resistant steel throughout An induced draft combustion blower shall be used to pull the combustion products through the firing tubes. The heater shall use a direct spark ignition (CGS system On initial call for heat, the combustion blower shall purge the heat exchanger for 20 seconds [20000 ins] before ignition. After three unsuccessful ignition attempts, the entire heating system shall be locked out until manually reset at the thermostat/zone sensor. Wits shall be suitable for use with natural gas or propane (field - instated kit) and also corrpy with the California requirement for low NOx emissions. Outdoor Fans The outdoor fans shall be direct - drive, statically and dynanically balanced, draw - through in the vertical discharge position. The fan motor shall be permanently lubricated and shall have twit -in thermal overload protection. Controls Wit shall be completely factory w reed with necessary controls and contactor pressure lugs or terrrinal and contactor pressure lugs or teminal block for power wiring. Wits shall provide an external location for mounting a fused disconnect device. A choice of microprocessor controls or electromechanical controls shall be available. Mcroprocessor controls provide for all 24 volt control functions. Wth the rricroprocessor controls, the resident control algorithms shall make all heating, cooling, and/or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures The control algorithm maintains accurate temperature control. rrinin zes drift from set point and provides better building contort A centralized nicroprocessor shall provide anti-short cycle timing and tine delay between compressors to provide a higher level of machine protection. 24-volt electromechanical contra circuit shall include control transformer, contactors pressure lugs or terrrinal block for power wiring. Wit shall have single point power entry as standard. Indoor Fan TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE, CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page 1 Precedent (tC) AIRE PRO INC - ACT III �/�d:(IJ /rd �! Staffed Items: �C•3 (This Item is not 'In Job') 9/21/2006 9:34:48 AM NEW STANDARDS FOR LIVING° Wits offer a choice of direct - drive, FC centrifugal fans or belt driven, FC centrifugal fans w ith adjustable motor sheaves. Wits with belt drive motors shall have an adjustment idler -arm assembly for quick - adjustment to fan belts and motor sheaves. All motors shall be thermally protected. Direct drive oversized motors shall be available for high static operations. AR indoor fan nrotors meet the U.S. Energy Porky Act of 1992 (S4CT). Casing Unit casing shall be constructed of zinc coated, heavy gauge, galvanized steel. Exterior surfaces shall be cleaned, phosphatized, and finished w ith a weather-resistant baked enarrel finish. Wit's surface shall be tested 1000 hours in a salt spray test in compliance with ASTM B117. Cabinet construction shaft allow for all maintenance on one side of the unit. Service panels shall have lifting handles and be rermved and reinstalled by removing only a single fastener while providing a water and air tight seal. AR exposed vertical panels and top covers in the indoor air section shall be insulated w ith a cleanable foil faced, fire - retardent permanent, odorless glass fiber material. The base of the unit shall be insulated w ith 1/2 inch [12.7mn], 1 pound [.45 kg] density foil- faced, closed -cell material. Aft insulation edges shall be either captured or sealed. The unit's base pan shall have no penetrations w Rhin the perimeter of the curb other than the raised 1 1/8 inch [28.6mm] high downflow supply-return openings to provide an added water integrity precaution, If the condensate drain backs up. The base of the unit shall have provisions for forklift and crane idling, w ith forldift capabilities on three side of the unit. Unit Top The top cover shall be one piece construction or, w here seam exist, it shall be double-hermed and gasket - sealed. The ribbed top adds extra strength and prevents water from poling on unit top. Economizer This accessory shaft be factory installed and is available w ith or without barometric relief. The assembly includes fully modulating 0-100% motor and dampers, rrinirrum position setting, preset linkage, wiring harness w Rh plug, and fixed dry bulb control. Optional solid state enthalpy control shaft be either factory or field installed. The factory- installed economizer arrives in the shipping position and shall be moved to the operating position by the installing contractor. Oversize Motor Factory installed direct drive oversize motors shaft be available for high static applications. Roof curb The roof curb shaft be designed to r w ith the unit's dow nflow supply and return openings and provide support and a watertight installation w hen installed properly. The roof curb design shall allow field- fabricated rectangular supply/return ductwork to be connected directly to the curb. Curb design shall comply w ith NRCA requirermnts. Curb shall be shipped knocked down for field assembly and shall include wood nailer strips. TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 2 I UNIT HEIGHT r•.. I ,., .'.':ji•':; Y;xK.crj( 7'4. •. 4 4 Ii S 16 TONS STANDARD HIGH EFFICIENCY RETURN 11 18 1/2' SUPPLY 23 7/8' 17.5 TON HIGH EFFICIENCY 11467/8' 18.5 AND 10 TONS STANDARD AND HIGH EFFICIENCY 11467/8' I UNIT HEIGHT I A Ii S 16 TONS STANDARD HIGH EFFICIENCY 1140 7/8 11 18 1/2' 17.5 TON STANDARD EFFICIENCY 1140 7/8' 11 1S 12' I 112412' 1 112412' I 17.5 TON HIGH EFFICIENCY 11467/8' 18.5 AND 10 TONS STANDARD AND HIGH EFFICIENCY 11467/8' Precedent (I_C) Items: Y (This item is not In Job) 9/21/2006 9:31:40 AM 9 5/8'1 32 4 4 EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN 3/4"-14 NPT DAI. HOLE /8' RETURN 275/8 SUPPLY 40 3/4' 0 171/2' 412' 9 7/8' 1 \27 818' 47 7 /8' 171? THROUGH THE BASE GAS DOWNFLOW-PENETRATION — 191/4'-° 93/8' 88 5/8' HORIZONTAL - PENETRATION ISOMETRIC - PACKAGED COOLING 00 163/4' -b AIRE PRO INC — ACT III CONNECTION 45/8' 321/4' I 43/4' 37/8' A TOP PANEL CONDENSER FAN "bolati! StWard NEW STANDARDS FOR LIVING° CONDENSER COIL IT CONTROL WIRE 7/8' DIA HOLE SERVICE GAUGE PORT ACCESS 13/8' DIA. HOLE NIT POWER WIRE OL AND COMPRESSOR ACCESS PANEL AIR FLOW RIGHT - PACKAGED COOLING TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. HORIZONTAL AIR FLOW Page: 1 'GENERAL (2)14101) Model: YSC102A Oversized Motor HEATING PERFORMANCE HEATING - GENERAL DATA Unit Operating Voltage: '187 -253 MCA N/A 'Medium Unit Primary Voltage: 208 MFS: N/A Heating Model: Unit Secondary Voltage 230 MCB: N/A Heating Input (Btu): 150,000 Unit Hertz 80 Heating Output (Btu): 121,200 Unit Phase: 3 'EER '10.1 Gas Inlet Pressure Standard Motor Field Installed Oversized Motor Natural Gas (MIrVMdr): 4.5114.0 MCA '45.1 MCA 'N/A LP (Min/Max) 10.0/14.0 MFS: MCB: 80.0 80.0 MFS: WA MCB: N/A Gas Pipe Connection Size: 3/4 INDOOR MOTOR Sandard Motor Oversized Motor Field Installed Oversized Motor Number. '1 Number. N/A Number. N/A Horsepower 2.0 Horsepower N/A Horsepwrer. N/A Motor Speed (RPM): 1,750 Motor Speed (RPM): N/A Motor Speed (RPM): N/A Phase 3 Phase N/A Phase WA Full Load Amps: 630 Ful Load Amps: N/A Full Load Amps: WA Locked Rotor Amps: 48.0 Locked Rotor Amps: N/A Locked Rotor Amps: WA COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number. '2 Number. 1 Horsepower 5.128 Horsepower. 0/5 Phase: 3 Motor Speed(RRM) 1,075 Rated Load Amps: 18.8/10.3 Phase: 1 Locked Rotor Amps: 128.0/77.0 Ful Load Amps: 4.0 Locked Rotor Amps: 9.4 POWER EXHAUST ACCESSORY PI FILTERS REFRIGERANT (2) (Field Installed Power Exhaust) Type N -22 Phase: N/A Type: YMoawey Horsepower. N/A Furnished: Yes Factory Charge Motor Speed (RPM): WA N um b er 4 Cult N1 1.9 Ful Load Amps: WA Recommended 205Q55Q' Clruit #12 4.0 Locked Rotor Amps: WA Precedent ( Items: Y. C-2 (This Item is not 'In Job') 9/21/2006 9:31:42 AM AIRE PRO INC — ACT III 'ELECTRICAL / GENERAL DATA NOTES: 1. Maximum (HACR) Circuit Breaker sizing is for Installations in the United States only. 2. Refrigerant charge Is an approximate value. For a more precise value, see unit nameplate and service Instructions. 3. Value does not include Power Exhaust Accessory. 4. Value Includes oversized motor. 5. Value does not Include Power Exhaust Accessory. 6. EER Is rated at ARI conditions and In accordance with DOE lest procedures. ,*Ntmao! Sauidard NEW STANDARDS FOR LIVING° TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 2 Precedent (V_C) Items: y. C-2 (This Item is not 'In Job') 9/21/2006 9:31:43 AM CLEARANCE 36" AIRE PRO INC — ACT III CLEARANCE 36" HORIZONTAL - PACKAGED COOLING CLEARANCE 48 88 5/8 CLEARANCE 48" CLEARANCE 36" -- i 53 1/4" DOWNFLOW - PACKAGED COOLING CLEARANCE ylhaft a s NEW STANDARDS FOR LIVING"' CLEARANCE FROM TOP OF UNIT rr TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 4 I UNIT HEIGHT I A B 18 TONS STANDARD HIGH EFFICIENCY II 40 7/8' 11 18 1/2' 17.5 TON STANDARD EFFICIENCY II 40 7/8' 1 118 12" I 17.5 TON HIGH EFFICIENCY 11 413 7/8' 11 24 1/2' I 18.5 AND 10 TONS STANDARD AND HIGH EFFICIENCY 1 146 718' 1 124 12' I Precedent CY_C) Items: y. C-1 (This item is not 'In Job') 9/21/2006 9:29:46 AM 35/8' —1 32 4 EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN 3/4' -14 NPT DAI. HOLE 171/7 41/2' 9 7/8' 1/8" 1/8" RETURN SUPPLY 40 3/4' —1 171/7 47 7/8' 275/8' THROUGH THE BASE GAS DOWNFLOW-PENETRATION ISOMETRIC - PACKAGED COOLING AIRE PRO INC — ACT III 45/8' 43/4' 191/4' 93/8' - 183/4' - 37/8' 88 5/8' HORIZONTAL - PENETRATION TOP PANEL B 95/8' 552' 4 1/4' 55/8' 7 5/8' CONDENSER FAN TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. i iaticae Standard NEW STANDARDS FOR LIVING"' DENSER COIL NIT CONTROL WIRE 7/8' DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8" DIA. HOLE NIT POWER WIRE ROL AND COMPRESSOR ACCESS PANEL AIR FLOW i 53 1/4" RIGHT - PACKAGED COOLING HORIZONTAL AIR FLOW Page: 1 Precedent (V_C) AIRE PRO INC — ACT III J�'S�y �',/ {�yt' Items: ylc-i he /ea Sia (This Item is not 'In Job') 9/21/2006 9:29:51 AM NEW STANDARDS FOR LIVING° Units offer a choice of direct - drive, FC centrifugal fans or belt driven, FC centrifugal fans with adjustable motor sheaves. (hits with belt drive motors shall have an adjustment idler-arm assembly for quick - adjustment to fan belts and motor sheaves. All motors shall be thermally protected. Direct drive oversized motors shall be available for high static operations. All indoor fan motors meet the U.S. Energy Policy Act of 1992 (BP.CT). Casing Unit casing shall be constructed of zinc coated, heavy gauge, galvanized steel. Exterior surfaces shall be cleaned, phosphatized, and finished with a weather-resistant baked enamel finish. unit's surface shall be tested 1000 hours in a salt spray test in compliance with ASTM 8117. Cabinet construction shall allow for all maintenance on one side of the unit. Service panels shall have lifting handles and be removed and reinstalled by removing only a single fastener while providing a water and air tight seal. AU exposed vertical panels and top covers in the indoor air section shall be insulated with a cleanable foil faced, fire - retardent permanent, odorless glass fiber material. The base of the unit shall be insulated with 1/2 inch [12.7mm], 1 pound [.45 kg] density foil-faced, closed -cell material. All insulation edges shall be either captured or sealed. The unit's base pan shall have no penetrations within the perimeter of the curb other than the raised 1 1/8 inch [28.6m1 high downflow supply-return openings to provide an added water integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane rifting, with forklift capabilities on three side of the unit. Unit Top The top cover shall be one piece construction or, w here seams exist, it shall be double - hemmed and gasket - sealed. The ribbed top adds extra strength and prevents water from pooling on unit top. Economizer This accessory shall be factory installed and is available with or without barometric relief. The assembly includes fully modulating 0- 101% notes' and danpers, minimum position setting, preset linkage, wring harness with plug, and fixed dry bulb control. Optional solid state enthalpy control shall be either factory or field installed. The factory- installed economizer arrives in the shipping position and shall be moved to the operating position by the installing contractor. Roof curb The roof curb shall be designed to mate with the unit's dow nflow supply and return openings and provide support and a watertight installation w hen installed properly. The roof curb design shall allow field- fabricated rectangular supply/return ductwork to be connected directly to the curb. Curb design shall comply with MCA requirements. Curb shall be shipped knocked down for field assently and shall include wood nailer strips. TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 2 GENERAL (2/0100 Model: YSC072A Oversized Motor HEATING PERFORMANCE HEATING - GENERAL DATA Unit Operating Voltage: 187 -253 MCA N/A Heating Model: Medium Unit Primary Voltage: Unit Secondary Voltage 208 230 MFS: N/A A MCB: N/A In Heating Input (Btu): 120,000 Unit Hertz: 80 Heating Output (Btu): 97,200 Unit Phase: 3 S EER: 10.2 Gas Inlet Pressure Standard Motor Field Installed Oversized Motor Natural Gas (MINMbk) 4.5/14.0 MCA 32.7 MCA 'N/A LP (MWMax) 10.0/14.0 MFS: 50.0 MFS: N/A MCB: 50.0 MCB: N/A Gas Pipe Connection Size: 1 / 2 INDOOR MOTOR Sandard Motor Oversized Motor Field Installed Oversized Motor Number. '1 Number N/A Number. N/A Horsepower. 1.0 Horsepower. N/A Horsepower. N/A Motor Speed (RPM): 985 Motor Speed (RPM): N/A Motor Speed (RPM): N/A Phase 3 Phase WA Phase N/A Full Load Mips: 5.0 Full Load Amps: WA Full Load Amps: N/A Locked Rotor Amps: 32.0 Locked Rotor Amps: N/A Locked Rotor Amps: N/A COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number. '1 Number w 1 Horsepower. 6.0 Horsepower 0.70 Phase: 3 Motor Speed (RRM) 1,075 Rated Load Mips: 19.00 Phase: 1 Locked Rotor Amps: 158.0 FuN Load Amps: 3.85 Locked Rotor Amps: 9.30 POWER EXHAUST ACCESSORY (3) FILTERS REFRIGERANT (2) (Field Installed Power Exhaust) Type R -22 Phase: Horsepower. Motor Speed (RPM): N/A N/A N/A Type: Furnished: Number Throaway Yes 2 Factory Charge 7.1 Facit y 7.1 Full Load Maps: N/A Recommended 185(25"x? Crul t 42 N/A Locked Rotor Mips: N/A Precedent Items:,. C-1 (This Item Is not' In Job') 9/21(2006 9:29:48 AM AIRE PRO INC — ACT III ELECTRICAL / GENERAL DATA NOTES: 1. Maximus (HACK) Circuit Breaker sizing is for Installations In the United States Only. 2. Refgerant charge Is an approximate value. Fora more precise value, see unit nameplate and service Instructions. 3. Value does not Include Power Exhaust Accessory. 4. Value Includes oversized motor. 5. Value does not Include Power Exhaust Accessory. 5. ER is rated at ARI conditions end M accordance with DOE test procedures. ,IMIr a, Saari NEW STANDARDS FOR LIVING' TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 2 Precedent,(Y_C) Items:,VV -1 (This Item Is not 'In Job') 9/21/2006 9:29:49 AM CLEARANCE 36" CLEARANCE 36" HORIZONTAL - PACKAGED COOLING CLEARANCE 46" AIRE PRO INC — ACT III 885/8" 46" CLEARANCE 48" CLEARANCE 36" DOWNFLOW - PACKAGED COOLING CLEARANCE tics ay Sword NEW STANDARDS FOR LIVING"' CLEARANCE FROM TOP OF UNIT rr 53 1/4" TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 4 Precedent (7_C) Items: V anis item is not in Job') 9/21/2006 9:29:50 AM AIRE PRO INC — ACT III DoenowDW cams:n.- Meld Fabrt ea o nes- I w• ACCESSORY - DUCT CONNECTIONS illxt,ica41 Sf Wad NEW STANDARDS FOR LIVING° TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST Page: 5 2 2 Q c V Li!) } r c N o' ms. E 8 E a a t C m 0 n 0 a Precedent fy_C) AIRE PRO INC — ACT III Items: Z/±C -1 (TitLs Item is not 'In Job') 9/21/2006 9:29:51 AM General Wits shall be convertible airflow. Operating range shall be between 115 deg F [46.1 deg q and 0 deg F [ -17.8 deg q coding as standard from the factory for units with rricroprocessor controls. Operating range for units with electromechanical controls shall be between 115 deg F [46.1 deg q and 40 deg F [4.4 deg C]. Cooling performance shall be rated in accordance w ith DOE and/or ARI testing procedures. All units shall be factory assembled, internally wired, fully changed with R-22, and 100% run - tested before leaving the factory. Wiring internal to the unit shall be colored and numbered for simplified identification. Wits shall be Li listed and labeled, classified in accordance to ANSIZ21.47 for gas fired central furnaces and IL 1995/CAWCSA No. 236 -N90 for central cooling air conditioners. Canadian units shall be CSA certified. Ai ethati Siamdard NEW STANDARDS FOR LIVING° Compressors Units shall have direct - drive, hermetic, scroll type compressors with centrifugal type oil pumps. Motor shall be suction gas - cooled and shall have a voltage utilization range of plus or rrinus 10% of unit nameplate voltage. Low - pressure sw itches shall be standard on all rooftop units. htemal overloads shall be provided with the scroll compressors. crankcase heaters shall be standard on the 036 and the 090. Refrigerant Circuits Each refrigerant circuit offers a choice of independent fixed orifice expansion device or thermal expansion valve. Service pressure ports, and refrigerant line filter driers shall be factory- installed as standard. An area shall be provided for replacement suction line driers. Filters One inch [25.4mm], throwaway filters shall be standard. The filter rack can be converted to 2 inch [50.8rrm] capability. Baporator and Condenser Colts htemally finned, 5/16" [7.9mn] copper tubes, mechanically bonded to a configured aluninum plate fin shall be standard. Coils shall be leak tested at the factory to ensure pressure integrity. The evaporator coil and condenser coil shall be leak tested to 200 psig [1379 kPa] and pressure tested to 450 psig [3192.8 kPa]. The condensate coil shall have a patent pending 1 +1 +1 hybrid design with slight gaps for ease of cleaning. A rer oveable, reversible, double -sloped condensate drain pan is standard. Provision for through the base condensate drain is standard. Gas Heating Section The heating section shall have a progressive tubular heat exchanger design using stainless steel burners and corrosion resistant steel throughout An induced draft combustion blower shall be used to pull the combustion products through the firing tubes. The heater shall use a direct spark ignition (DSO system On initial call for heat, the combustion blower shall purge the heat exchanger for 20 seconds [20000 ns] before Ignition. After three unsuccessful ignition attempts, the entire heating systemshaf be locked out until manually reset at the therrrostat/zone sensor. Wits shall be suitable for use w ith natural gas or propane (field-installed kit) and also comply with the California requirement for low NOx emissions. Outdoor Fans The outdoor fans shall be direct - drive, statically and dynanically balanced, draw - through in the vertical discharge position. The fan motor shall be permanently lubricated and shall have built-in thermal overload protection. Controls Wit shall be completely factory w iced with necessary controls and contactor pressure lugs or terminal and contactor pressure lugs or terminal block for power wiring. Wits shall provide an external location for mounting a fused disconnect device. A choice of nicroprocessor controls or electromechanical controls shall be available. Mcroprocessor controls provide for all 24 volt control functions. With the nicroprocessor controls, the resident control agorithns shall oaks all heating, cooling, and/or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures The control algorithm neintains accurate temperature control. rrinintzes drift from set point and provides better building comfort A centralized microprocessor shall provide anti -short cycle thing and time delay between compressors to provide a higher level of rrechine protection. 24-volt electromechanical control circuit shall include control transformer, contactors pressure lugs or terminal block for power wiring. Wit shall have single point power entry as standard. Indoor Fan TOPSS Dimension Drawing ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAILABLE UPON REQUEST. Page: 1 3 -10 Ton PrecedenVM Convertible Packaged Rooftop (Y C) Job Information AIRE PRO INC - ACT III Unit Information Tag Quantity Model number Unit Function Unit Efficiency Airflow Voltage Design airflow Elevation Airflow application Refrigeration System Option Min. unit operating weight Max. unit operating weight Motor/Electrical Information' Voltage Design ESP Max available ESP Direct drive speed Supply Fan/Motor Drive Indoor mtr operating power Indoor rpm Indoor motor power Outdoor motor Dower Compressor power System power Operating EER SEER/EER @ ARI IPLV C«3 ARI MCA MOP Compressor 1 RLA Compressor 2 RCA Condensor fan FLA Evaporator fan FLA Y_ C-2 1 YSC102 DX cooling, gas heat Standard efficiency Convertible configuration 208 - 230/60/3 3400 cfrn Downflow Standard refrigeration system 899.0 lb 1194.0 lb 208 - 230/60/3 0.50 In H2O Standard drive motor 1.48 bhp 833 rpm 1.44 kW 0.72 kW 8.36 kW 10.53 kW 10.1 EER 11.8 IPLV 45.10 A 60.00 A 18.60 A 10.30 A 4.00 A 6.30 A 9/21/2006 Product Version 2002.09.04.1 ,4otanraiSlaad NEW STANDARDS FOR LIVING"' Cooling Information Tonnage Cooling EDB Cooling EWB Ambient temperature Cooling LDB Cooling LWB Cooling LDB with reheat Gross total capacity Gross sensible capacity Gross latent capacity Net total capacity Net sensible capacity Net sensible heat ratio Net sensible heat ratio w /reheat on Evaporator face area Evaporator face velocity Dew Point Temp Evap coil leaving air temp (DB) Evap coil leaving air temp (WB) 102- 8.5Ton 80.00 F 67.00 F 95.00 F 60.26 F 57.79 F 104.80 MBh 79.49 MBh 25.31 MBh 99.88 MBh 74.57 MBh 0.75 Number 12.36 sq ft 275 ft/min 58.59 F 57.15 F Heating Information Heating Capacity Input htg capacity Output htg capacity Output htg capacity w/fan Heating EAT Heating CAT Heating delta T Medium gas heat capacity-ph3 150.00 MBh 121.50 MBh 125.25 MBh 70.00 F 103.40 F 33.40 F Dehumidification Information Reheat Capacity Cooling LDB with reheat Net sensible heat ratio w /reheat on Reheat Temp Rise Evap Coil leaving air temp (DB) Evap Coil leaving air temp (WB) Dew Point Temp Leaving Unit Rel Humid w /Reheat Moisture Removal (gal/hr) 56.23 F • Electrical values provided are estimated only and are subject to change without notice and may differ from nameplate values. Field Installed low or high static drive kits may be needed. Please check the fan performance tables in the product catalog for application ranges. ACTIVITY NUMBER: M06 -213 DATE: 09 -28 -06 PROJECT NAME: ACT 3 CATERING SITE ADDRESS: 15665 NELSON PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: look ui�cYmg Division 1I& Public Works Complete Comments: Documenls/rouling slip.doc 2 -28 -02 %./PERMIT COORD COPY `.. PLAN REVIEW /ROUTING SLIP 511 A ID Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 10-03-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 10-31 -06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ PIng ❑ PW ❑ Staff Initials: License Information License AIREPI *032RU Licensee Name AIRE PRO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601771753 Ind. Ins. Account Id 95617800 Business Type CORPORATION Address 1 2921 MERIDIAN AVE E Address 2 06/11 /2001 City EDGEWOOD County PIERCE State WA Zip 98371 Phone 2539427028 Status ACTIVE Specialty I AIR HEAT,VENTILATION,EVAPORAT Specialty 2 UNUSED Effective Date 12/31/1997 Expiration Date 3/18/2008 Suspend Date Separation Date Parent Company Previous License AIREP * *040P4 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 CBIC SB7063 10/13/2001 Until Cancelled 01/01/1980 06/11 /2001 56,000.00 08/01/2001 Business Owner Information Name Role Effective Date Expiration Date RAEDER, SCOTT W 01/01/1980 JENNINGS, RICHARD M AGENT 01/01/1980 KENNETH, BROECK AGENT 01/01/1980 06/11 /2001 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. 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' •• •...•• Tiwr 1 VAS War kw t.p i : : -. NIVIZ:Thic417.,..1.Norn V.4 Atz.c, JIJ ...VF '''S I WS"' • s'!r . \\.1 1 T 'T I.% ra- 9 a HD. IbM(459.1.• 400 4 tat) ; -04%.14c.E. 14.867 ° c'ez" 0 4' z: • - I: it • • • RECEIVED CRY oFTOKINILP PERMIT CENTER AM 2.-t3 DRAWN IT • • • • • • . ras+.tiW..wM-,..iwr w.staaw , 5 hp condensing unit 11 /2hp condensing unit 11 /2hp condensing unit n a ❑ • EQUIPMENT SPECIFICATIONS --- REFRIGERATION AREA SUPPORTING HP CONDENSER MODEL POWER EVAP MODEL POWER WT PRODUCE WALK IN 1 MOH015D73CFT 23013 LCA6 -135 11511 189 MEATICHEESE WALK IN 1 S4 MOH015D73CFT 230/3 LCA6 -135 11511 189 WALK IN FREEZER 5 MOZ055L63CF 230/3 LCES -200 23011 313 WALK IN COOLER 3 MOH030D73CFT 23W3 LCA6-260 11W 1 283 IGtchen zone Eight and one -half ton Gas/Electric • KITCHEN , EQUIPMENT SPECIFICATIONS—HVAC - AREA SUPPORTING MODEL NUMBER COOLING CAP HEATING CAP.HP WT NE ZONE YSC072A3RMA001S 72,000 72,000 735 SE ZONE YSC060A3RMAOOON 60,000 64,000 522 YSC102A3RMA001S 102,000 105,000 899 • 3hp condensing unit n • N.E zone Six -ton Gas/Electric S.E Zone Five -ton Gas/Electric 1 NORTH errearloolimpoSOINIIMEI 1\4O -4 SCAM 1fir =l' SST: DATE Act 3 Catering 15665 Nelson pi Tukwila Wa 98188 Mechanical by Airepro Inc ROOF PLAN RECEIVED CITY OF TUKWILP SEP 2.8 ZOO6 PERMIT CSR DRAWN SY DRAWING IEWSED M-2 • STORAGE " iO4 P-6 , 125 6"RND 104 P-7 !150 CFM 7" RND WOMEN'S BATH:° 104 P-6 '100 CFM , 104 P7 150 CFM 7" RND P104P7 150 CFM i/ krDLI 3) WORK STATIONS 104P-S .200 CFM 8" RND 44P -6 . 125 CFM Ike Rpm 104 P-8 200 CFM ♦S" w X 1M w111111s *MAO. aiit ... . I w a - a .��. ZONE LINE..... ZONE LLNE - I I I I 1 I I ► � f FREEZER ) I 1 ZONE LINE FOR KITCHEN ZONE EIGHT & 3I TON PKGE GAS/ELECT UNIT ROOFTOP MOUNTED ZONE LINE - .....„._.,.� .._ ..., ...._......�..+) 1 l04 10 450 CFM . 10" RND MEAT/CHEESE 1 I I s I I_ BAKERY ' P -9 300 CFM '4 9"RPM •. RA DROP 30"X16" DISHwjijj IN I I - '104P -S "'200 CFM R149! " • :1044-10 •..,� -410450 CFM % RND p • PRO • ZONE LANE ! RA GRILLE if 104 1) ' 91ST 300 x 48" ¼ !�!;!!. 2950 CFM I I I 1 I 1 i I I I 1 NORTH ZONE LINE j 104 P-7 150CFM - A - !r RND LOCKER' - - .o off D cr l eAT 15665 NELSON PLACE TUKVVILA, WA. 98188 L 1 a FOR NE ZONE SIX TON PKGE GAS/ELECT UNIT ROOFTOP MOUNTED ZONE LINE •••� FOR SE ZONE FIVE TON PKGE GAS/ELECT UNIT ROOFTOP MOUNTED RECEIVED CITY OF TUKWILA SEP 2.8 2006 PERMIT CENTER •