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HomeMy WebLinkAboutPermit M08-070 - RAINIER INDUSTRIESRAINIER INDUSTRIES 18375 OLYMPIC AV S M08 -070 Parcel No.: 7888900130 Address: Suite No: Tenant: Name: Address: doc: IMC -10/06 18375 OLYMPIC AV S TUKV/ Owner: Name: AMMEX CORPORATION Address: PO BOX 88047 , TUKWILA WA Contact Person: Name: KEO TORRE Address: 727 S KENYON ST , SEATTLE WA Value of Mechanical: 367,000.00 Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace 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 CitAf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RAINIER INDUSTRIES 18375 OLYMPIC AV S , TUKWILA WA Contractor: Name: EVERGREEN REFRIGERATION LLC Address: 727 S KENYON ST , SEATTLE WA Contractor License No: EVERGRL954R2 MECHANICAL PERMIT DESCRIPTION OF WORK: INSTALL (2) ROOFTOP PACKAGE HVAC UNITS, (1) VAV BOX, (1) DUCTLESS SPLIT SYSTEM, (21) ROOFTOP EXHAUST FANS, (19) GAS FIRE INFRARED HEATERS, (5) CEILING EXHAUST FANS. REMOVE AND DISPOSE OF (2) EXISTING HVAC UNITS AND (2) RAPID AIR UNITS. ADDING (15) VAV BOXES AND (1) ROOFTOP EXHAUST FAN. EQUIPMENT TYPE AND QUANTITY 19 0 0 0 0 0 2 1 0 26 0 0 0 0 * *continued on next page ** M08 -070 • Permit Number: M08 -070 Issue Date: 04/14/2008 Permit Expires On: 10/11/2008 Phone: Phone: 206 -763 -1744 Phone: 206 763 -1744 Expiration Date: 01/06/2010 Fees Collected: $3,572.75 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 2 Printed: 04 -14 -2008 Permit Center Authorized Signature: 7 I hereby certify that I have read and e governing this work will be complied The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe ormance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: doc: IMC -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us IP- T xaml with • Permit Number: M08 -070 Issue Date: 04/14/2008 Permit Expires On: 10/11/2008 Date: 0 4 1 l ` f L ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. Date: i li � � L a 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. M08 - 070 Printed: 04 -14 -2008 Parcel No.: 7888900130 Address: Suite No: Tenant: 18375 OLYMPIC AV S TUKW RAINIER INDUSTRIES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS • Permit Number: Status: Applied Date: Issue Date: M08 -070 ISSUED 03/10/2008 04/14/2008 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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: Readily accessible access to roof mounted equipment is required. 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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 City of Tukwila Building Department (206- 431 - 3670). 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Sprinkler coverage around unit heaters needs to comply with section 8.3.2.5 and figure 8.3.2.5 of NFPA 13 (2007 edition). 15: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) doc: Cond -10/06 M08 -070 Printed: 04 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 17: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 18: 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. 19: 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) 20: Local U.L. central station supervision is required. (City Ordinance #2051) • 21: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 23: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** M08 -070 Printed: 04 -14 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: J • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Print Name: \ e ` o V - doc: Cond -10/06 M08 -070 Date: • ordinances governing or local laws regulating Printed: 04 -14 -2008 Name: Vl? (1 W Y� CITY OF TUKWIL1P Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup../Ifiew.ci.tukivilawa.us Site Address: it 3 1 S Ol yr Pt G Ave- S Tenant Name: c .APA 'eS Property Owners Name: 1}{11/'124 Co ri p W'tfa Mailing Address: 10 901- no 1 - 1 Mailing Address: 1 ZA S ' f"h si E -Mail Address: Yd cveArgiu,nRinc .Caon Contact Person: E -Mail Address: Contractor Registration Number: Building Permit No. Mechanical Permit No. NOD $-O 7 0 Plumbing/Gas Permit No. .VCB $ -- 0 7 Public Works Permit No. Project No. 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 ** King Co Assessor's Tax No.: 1 $ 111 «) I 3 d Suite Number: 1 Floor: New Tenant: ❑ Yes Z..No rof,61 (For office use only) SITE LOCATION Fitt -IAA' k4 City City LA//9 Slate CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: zz o Zip 5-€.444e- tiA IWeY State Zip Fax Number: u/6 - 1 4 3 '1-3 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: cit Day Telephone: Fax Number: Expiration Date: Fax Number: State State State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:\ Applications \Forms - Applications On Line\3 -2006 - Permit Application doc Revised 9 -2006 bh Zip Page I of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <IOOK BTU Air Handling Unit >10,000 CFM I Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU 19 Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace I s\ Ventilation Fan Connected to Single Duct 5 Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Qaara A Of) G pclieltad I V b Air Handling Unit <10,000 CFM Incinerator— Comm /Ind X r.04 40e E. -howit a I Duti-vii cei it Ni14. 1 MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: 5vefc n ile,6141t„ilm 14C Mailing Address: "1 S rlh- f v►t • Contact Person: 1c' ✓ d'�' E -Mail Address: ‘,/-0 i ckaNE til +✓ AC, , Cam Contractor Registration Number: w VLi5" z 3 S Valuation of Mechanical work (contractor's bid price): $ i „ iv) ra • Scope of Work (please provide detailed information): - v'IStt II CZJ foal+, P46ptp4i fl-Y4C Sftk ri ( * * (II g Aid41{-(tc he /J (zi) roofs 6.076wf4 (rn5 q ) gA)F tr ( it . fei boy &fhuvf P.* . Qev •°'.t gro. yt Pit CZ) ef'ta'"'y % -hf ‘in if- d (.7 ) Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New Replacement .... ❑ FA,✓,QnseA't' e -ow build -, Indicate type of mechanical work being installed and the quantity below: Q \Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh S-e`tT 7 UCH 6 11702 City State Zip Day Telephone: u (9 —1 3 I1 ‘4 N Fax Number: le4 -1@3 —11 Expiration Date: /0 /IU 0 JJ Z411 4 5 (5) (G1 fhir Fuel Type: Electric ❑ Gas.... Other: Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty if Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND (`_AC or DI Nit' • - ••• A r-rnu rt� r)RMATION Company Name: .1 /R/ Piji iVel0, LIZ Mailing Address: 121 S 1 -(144 S +' Contact Person:_ 2() T Y✓� E -Mail Address: Fax Number: 1- U6— '11117— z7.`1 Contractor Registration Number: / 6e AP- g5 dt Expiration Date: l I (o I I v Valuation of Plumbing work (contractor's bid price): $ o - r Valuation of Gas Piping work (contractor's bid price): $ 2-0 oOC ' Scope of Work (please provide detailed information): — 1,h({ -G11 y Ks Fir v-1 f (j) gv*-wf Unl 4-S 444 1cl 9u r6 r J heir Building Use (per Int'I Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Q.\Applications\Forms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh 5-t -Ole/ Lft 17 City State Zip Day Telephone:_, Sofa - z 't —1 i till Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction – In all cases, a value of construction amount should he entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Signature: Print Name: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER O AUTHORIZED AGENT: y Lc) (U Y ✓ {� Mailing Address: - 7 ZZ 5 ' 1 S �' Q:\ Applications \Forms - Applications On Line\3 -2006 - Permit Application doc Revised: 9 -2006 hh Date: 3/ l 17 /d 3 Day Telephone: �' �a3 I,tr<}y City cfziaJ State Zip I Date Application Accepted: Date Application Expires: ` 3 c0—OK 9 -(0-68' Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 - 02306 Initials: JEM User ID: 1165 Payee: 7888900130 18375 OLYMPIC AV S TUKW RAINIER INDUSTRIES EVERGREEN REFIGERATION, LLC - TRANSACTION LIST: Type Method Descriptio Payment Check 003159 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Amount Account Code 60.00 000.322.102.00.0 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Current Pmts 60.00 M08 -070 ISSUED 03/10/2008 04/14/2008 Payment Amount: $60.00 Payment Date: 06/25/2008 03:48 PM Balance: $0.00 4152 06/26 9711 TOTAL 60.00 doc: Receipt -06 Printed: 06-25 -2008 Parcel No.: 7888900130 Address: Suite No: Applicant: RAINIER INDUSTRIES Receipt No.: Initials: User ID: Payee: doc: Receiot -06 18375 OLYMPIC AV S TUKW R08 -01870 JEM 1165 TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RAINIER INDUSTRIES, LTD. Payment Check MECHANICAL - NONRES Descriptio 52967 RECEIPT Amount Account Code 60.00 000.322.102.00.0 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 05/30/2008 12:50 PM Balance: $0.00 Current Pmts 60.00 M08 -070 ISSUED 03/10/2008 04/14/2008 3034 05/30 9711 TOTAL 60.00 Printed: 05-30 -2008 Parcel No.: 7888900130 Address: 18375 OLYMPIC AV S TUKW Suite No: Applicant: RAINIER INDUSTRIES Receipt No.: R08 - 01161 • City of Tukwila Payee: EVERGREEN REFRIGERATION, LLC Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 003055 2,911.00 ACCOUNT ITEM LIST: Description RECEIPT Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.0 PLAN CHECK - NONRES 000/345.830 Permit Number: M08 -070 Status: APPROVED Applied Date: 03/10/2008 Issue Date: Payment Amount: $2,911.00 Initials: JEM Payment Date: 04/14/2008 09:49 AM User ID: 1165 Balance: $0.00 2,858.20 52.80 Total: $2,911.00 • 1136 04/14 "711 TOTAL 2911 doc: Receipt -06 Printed: 04 -14 -2008 Parcel No.: 7888900130 Address: 18375 OLYMPIC AV S TUKW Suite No: Applicant: RAINIER INDUCTRIES Receipt No.: R08 - 00687 • City of Tukwila Initials: WER Payment Date: 03/10/2008 02:12 PM User ID: 1655 Balance: $2,647.00 Payee: EVERGREEN REFRIGERATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 003007 661.75 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 661.75 Total: $661.75 • Permit Number: M08 -070 Status: PENDING Applied Date: 03/10/2008 Issue Date: Payment Amount: $661.75 %85 03/10 9710 TOTAL 817.95 doc: Receipt-06 Printed: 03 -10 -2008 Prodgct: , , A ,.� ` ,e L ma x/. <t T yp o im f Insp lion: .. -tom 4 \,, Address: I '3 r iS L 4t f Date Called: ---. Special Instructions: / Date Wanted: (.P ` ? G r d 1m. rr Requester: Phone No: Jkco INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. O. (206)431 -3 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: n 1tit 7 6-0 r-e_ e_e,V c--44 S O (Date: t , CAP ! — a Inspector:° $60.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: • xt COMMENTS: Type of Inspection: 15: �'rr�a � S'f�rr f Addr s /� . Oz �� c//7-2 c//7-2 pie, Dale Called: ` a kt - Ai a)VJtPk- p s v I Special Instructions: k-74.9 (09(54; V . M A(T fe itj� 4e t ; ( Phone No ` 63� l A / A `J--e r i /q CD p/, )t jtj rT4. A M '%` ti / / a 0 k 1 . l S Projec . 9 )Ad ,' Type of Inspection: 15: �'rr�a � S'f�rr f Addr s /� . Oz �� c//7-2 c//7-2 pie, Dale Called: ` a kt - Ai a)VJtPk- p s v I Special Instructions: k-74.9 (09(54; V . Date Wa ted: 6 --2G, D(o p.m. Requester: Phone No ` 63� 1 3 INSPECTION RECORD � Retain a copy with permit U INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. 0 Corrections required prior - to approval. Inspec7'or: ir I t' (Date: 4 i' El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: • Projebt: . . Type of IInsspection: Address: 1 if 3' oL._1 fr I C ,,ti�- Date Called: L ._ Special Instructions: Date Wanted: "a.�rr. Co - 2-0,°4". p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION la 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Mn- (NO PERMIT NO. Corrections required prior to approval. COMMENTS: rr ki _ f) SL . .1\ & A v- Date:/ , ? 6 Inspector 60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 'Date: Pro} t: _ /� Type Q f j l�s c con. l r 'll Address: /e37s dLy / ';'• Date Called: Special Instructions: - V Date Wanted: 6 — .5--e ° a.m. P Requester: Phone No a G -5'3 - ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 p144 O El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Gf^ f- J-�` pr v J . 1�I Inspect v Date: 60/ Receipt No.: 'Date: i R- .._vim.. COMMENTS: ,DAJ l /WY/ l ` .) ,L- 4 (ice Yt..03 ■t 4 I'7 J • .-k c�, — 0,6c , f P D to Ca d: Ai Special Instructions: Mr � e-� , "A -- 1 " t r f - Al( j e j c B / e c_ ejt. 4 OCT , ) wo e , h Pro t: a Jet , /�/ �a i // /a/ _ L Type Inspection: 1 G `i / n — / ki Addr s: /,3 75-0 rnp D to Ca d: Ai Special Instructions: Date Wanted: /3 — p.m. Requester: P (d W4 4:3./ 7372_4 ,W 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. Corrections required prior to approval. Inspector( Th Date: c i3 s . t : $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Projec t . 3 /� K. 4 l'Alegi- T f I nsp . l I &J Ict'v#q-(b4J Addres / eJ 7 5 a >�io I�1v ate Called: Special Instructions: Date Wanted: ,5- a� pm. Requester: Phone No: cob - G 75 -3 /3 5" Approved per applicable codes. COMMENTS: fJ4 h• r : • s• CITY OF TUKWILA BUILDING DIVISION W 6300 SouthcenterAlvd., #100, Tukwila, WA 98188 (206)431 -3670 f ire >5c� v - Inspector:71 Date: / INSPECTION NO. $58. pal INSPECTION RECORD Retain a copy wi h permit 81e0-o70 PERMIT NO. El Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: . :,IS __....c- ..RiK ,S m . _. COMMENTS: Stied . . "FS - ? 4 3 Der _1 EN, AP—CI — .'l 1� ,dn. l��" �.4 �N --a J1 C ` v'. G�k. "` P� G I e L i ! u u 4. a - !•L of. Li el, (vAA i ik � J.-.; t ro\ q eI -P /,/ (A-`'i ' 1 1 11 (C, J . t il Ar ( e. 1 (-� r I ct. �. LJ l\ -- P prof ► � �,t � tin St*-- 1 a T L- J .% Requester: Phone No: ,4- 766— 0385 ► ti Projettj 44 / nIr �F 2 I Type of Inspection: ,G? 4m /4/-6, Address: //4.37 o wvicte Date Called: Special Instructions: Date Wanted: �g � �' 2- V� I Requester: Phone No: ,4- 766— 0385 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ni /8 - 670 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspect Corrections required prior to approval. Dates J ) _ v r El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: 11 ,9 % neev Z JQl Type of Inspection: g,) /th - /, Address: M ? - 75 '. 6LPD 40 s Date Called: Special Instructions: Date Wanted: (f�J ^' ,— S -- O a.m. Requester: Phone No: ..a 4 - 43 I - 372 - e o INSPECTION RECORD Retain a copy with permit INSPECT NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It - 1.:- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 ' t Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: CA) 11 ec U Inspecto _ Date s v j $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be - paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: pA,O\ rl i) n _f 3 J,A f 1 [ 00 Gr;40 - S A(�, tYt- kk.(cA 0 (, i . ii' ic. s t- A kK\ (- ( :,A rl ) �,... 4 6 r: o c C cf. '7. 5 (1-AJ, ST) ,,,/ 3t L 1.-, * E _---/ cl J Date Wanted: Z3 _cL'E' (i .i'M 1 ,),1G4- ,14r (. ' O ; As ej p.m. Se' A .( A - 5 Ji 1 i 3r ./t , •. .A s o Li - t - t. 1 rJJ 4ou 6,�'.0 Phone No 20 C -- eS I - Z 0 Proje t: KAtk)►ev KC, Type of Inspection: tZ h — Date Called: S �,... Address: i 2)3 E (iL1, Pie AL Special Instructions: l ' vv ? ' cl J Date Wanted: Z3 _cL'E' �a r� p.m. Requester: Phone No 20 C -- eS I - Z v ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 6 1- 6 Correctioas_reauired prior to approval. AK-4 Inspect ck , Date4 ? 3 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: IOC re• Project: Evergreen Job #: Date: Location: Evergreen Refrigeration LLC, has balanced the system described in accordance with the plans, specifications, and within the limitations of the equipment. The testing, balancing, and adjusting has been performed in accordance with industry standards. The results of these tests are herein recorded. Date completed: (.Q f2s-I f2,-I ICA EVERGREEN REFRIGERATION, LLC 727 S KENYON ST. SEATTLE, WA. 98108 206 - 763 -1744 CONTR. # EVERG1201 D7 TEST AND BALANCE REPORT RAINIER INDUSTRIES 80026 June 23, 2008 18375 OLYMPIC AVE S TUKWILA, WA. 98188 Engineer: EVERGREEN REFRIGERATION LLC Commissioning Technician: ,* j vo.K_\ Unit # Area Served Outlet Design Target Preliminary Final No Type Size C.F.M. C.F.M. C.F.M. C.F.M. C.F.M. RTU 2 40 TON VAV 1.1 PLOTTER RM 106 S1.1 MCD 10 250 250 yip •4no 2?0, 2.c4 s BREAK/LUNCH RM S1.2 MCD 12 250 250 ', ®® 2 Go BREAK/LUNCH RM S1.3 MCD 14 250 250 /A% BREAK/LUNCH RM S1.4 MCD 12 250 250 G-1 o 20® 2( 0 0 BREAK/LUNCH RM S1.5 MCD 10 250 250 7,00 2- Zsb 110 FILE RM 114 S1.6 MCD 8 100 100 yoo i 10 FILE RM 114 S1.7 MCD 8 100 100 I 1.O 120 110 TOTAL 1450 1 21Sp OSA 2193 VAV 1.2 OFFICE 132 S2.1 MCD 10 200 2005 2,-zb •© OFFICE 132 S2.2 MCD 10 200 200 lc :D 72_0 ZED OFFICE 107 S2.3 MCD 10 300 300 - i 2g 0. OFFICE 107 S2.4 MCD 10 300 300 S21, ' c 2 " TOTAL 1000 1(D 1025 102,6 OSA VAV1.3 OFFICE 131 S3.1 MCD 10 250 250 ' - 2:1C 2-MO OFFICE 131 S3.2 MCD 10 250 250 SIO 2 :1° 2.'50 LgJv OFFICE 131 S3.3 MCD 10 250 250 H,■ 31 OFFICE 131 S3.4 MCD 8 200 200 2-10 thir t c tT OFFICE 131 S3.5 MCD 8 200 200 240 (A 1S29 OFFICE 131 S3.6 MCD 8 200 200 1,x,5' 1 6 40 OFFICE 131 S3.7 MCD 8 200 200 WO TOTAL isso f cq5" NV V 15 OSA I Sa AIR OUTLET TEST REPORT • SUPPLY Project: RAINIER INDUSTRIES Job #: 80026 Date: 6/23/08 EVERGREEN REFRIGERATION, LLC Page 1 Unit # Area Served Outlet Design Target Preliminary Final No Type Size C.F.M. C.F.M. C.F.M. C.F.M. C.F.M. VAV 1.4 OFFICE 130 S4.1 MCD 10 175 1K75 '- o 2.5-45— t',-" ) 4 O OFFICE 130 S4.2 MCD 10 175 175 t,I 2(5 OFFICE 129 S4.3 MCD 10 250 250 1A CA 2 %o 2-2} OFFICE 128 S4.4 MCD 10 250 250 lip 1 5" OFFICE 127 S4.5 MCD 10 175 175 3C 20 a iclo OFFICE 127 S4.6 MCD 10 175 175 "Ado kg ° 1 4735 TOTAL 1200 ipso 1110 MS OSA t2S VAV 1.5 OFFICE 125 S5.1 MCD 10 200 200 /4 7c 7 r 2_O0 CONFERENCE 124 S5.2 MCD 10 200 200 -7, ycp 2_40 I et O HALLWAY S5.3 MCD 6 100 100 L to I L 0 I b 0 HALLWAY S5.4 MCD 8 100 100 700 I LIB', ) dS TOTAL 600 c7 OSA VAV 1.6 RECEPTION 123 S6.1 MCD 10 200 200 310 1...2-S 2s9 RECEPTION 123 S6.2 MCD 10 200 200 LID O 240 2,2, RECEPTION 123 S6.3 MCD' 10 200 200 29C 1 cb5 2,1,D 2 (,c7 RECEPTION 123 S6.4 MCD 10 200 200 9, no TOTAL 800 I a , 4 9 0 OSA AIR OUTLET TEST REPORT - SUPPLY Project: RAINIER INDUSTRIES Job #: 80026 Date: 6/23/08 Page -2 Unit # Area Served Outlet Design Target Preliminary Final No Type Size C.F.M. C.F.M. C.F.M. C.F.M. C.F.M. VAV 1.7 OFFICE 122 S7.1 MCD 10 300 300 -?li f3(j 2-00 OFFICE 121 S7.2 MCD 10 150 150 335- -- iso t 0 OFFICE 121 S7.3 MCD 10 150 150 3LJ 1s (., 0 OFFICE 120 S7.4 MCD 10 200 200 30D 22o 22A OFFICE 120 S7.5 MCD 10 200 200 2 72a 2 "7.0 TOTAL 1000 I mo, �D 1 02 D OSA s l OCL VAV 1.8 OFFICE 119 S8.1 MCD 8 200 290 2,3S 2-3c 2- OFFICE 119 S8.2 MCD 8 200 200 7-10 2( 0 '2,11) 2,S OFFICE 119 S8.3 MCD 8 200 2_00 2 -3S 235 OFFICE 119 S8.4 MCD 8 200 200 ZI O lo 2, i 0 OFFICE 119 S8.5 MCD 10 250 360 W) ,, 3r_71) OFFICE 119 S8.6 MCD 10 460- - OFFICE 119 S8.7 MCD 10 250 360 ;61) '35'D ) TO TOTAL 1550 I 1 , Q 1 C OSA 1 VAV 1.9 OFFICE 116 S9.1 MCD 14 250 250 - MO 2_70 7i7 O OFFICE 117 S9.2 MCD 10 250 250 Inc 7o 2-3 OFFICE 117 S9.3 MCD 10 250 250 L iOfl 2;5o Vz,b -L; OFFICE 118 S9.4 MCD 10 250 250 2` L- .� TOTAL 1000 9 OSA ei Z AIR OUTLET TEST REPORT - SUPPLY Project: RAINIER INDUSTRIES Job #: 80026 Date: 6/23/08 Page -3 Unit # Area Served Outlet Design Target Preliminary Final No Type Size C.F.M. C.F.M. C.F.M. C.F.M. C.F.M. VAV 1.10 RESTROOM S10.1 MCD 10 250 250 I:710 jo 2_ too RESTROOM S10.2 MCD 10 250 250 '25;i0 2.7/0 "Z.& OFFICE 104 S 10.3 MCD 10 250 250 305 2-5b 7.- 2-57, OFFICE 103 S 10.4 MCD 10 250 250 - 576 2Sb TOTAL 1000p., 11 0 OSA VAV201 NNW S11.1 MCD 8 200 200 t o - 220 22: NORTH S11.2 MCD 8 200 200 7RO 2 op too OFFICE 211 S11.3 MCD 8 200 200 21,0 9 ( 710 OFFICE 211 S11.4 MCD 8 200 200 14 35- 3 t D l c( 0 NW CORNER S11.5 MCD 10 200 200 2g5 2 t b zinc NORTH S 11.6 MCD 10 200 200 21b 2(O 2,05 NORTH S 11.7 MCD 10 200 200 50o 2(o O ( 0 TOTAL 1400 142- b OSA VAV202 OFFICE 209 S12.1 MCD 8 150 150 2.-2D n5 t lop OFFICE 217 S12.2 MCD 8 150 150 ) 65 135 LSO OFFICE 210 S12.3 MCD 8 150 150 it o 11 o 1( O OFFICE 215 S12.4 MCD 8 150 150 Z.35 15$ 1 &' CONFERENCE S 12.5 MCD 8 200 200 2.00 110 1495 CONFERENCE S12.6 MCD 8 200 200 1S0 1 J O Do.) • CONFERENCE S12.7 MCD 10 200 200 •;,S 219 18 Co CONFERENCE S12.8 MCD 10 200 200 32.o Ito 2 Z HALLWAY S 12.9 MCD 10 200 200 10 0 I to 1,70 TOTAL 1600 1 t(/ 1597 5 OSA I it 1 AIR OUTLET TEST REPORT - SUPPLY Project: RAINIER INDUSTRIES Job #: 80026 Date: 6/23/08 EVERGREEN REFRIGERATION, LLC Unit # Area Served Outlet Design Target Preliminary Final No Type Size C.F.M. C.F.M. C.F.M. C.F.M. c.F.M. (-.{ l o VAV203 OFFICE 216 S13.1 MCD 10 400 400 ZRD Lt 10 OFFICE 214 S 13.2 MCD 10 200 200 L/DZ) I a O 19 O OFFICE 214 S13.3 . MCD 10 200 200 t X10 250 Z'Zp OFFICE 213 S13.4 MCD 10 250 250 92-0 2.10 20S OFFICE 213 S13.5 MCD 10 250 250 L(et0 300 2 5 S ?030 TOTAL 1300 IZg0 OSA I VAV 204 CONFERENCE 218 S14.1 MCD 10 250 250 39O SOD 2—i O CONFERENCE 218 S 14.2 MCD 10 250 250 '20 215 7' 0 CONFERENCE 218 S14.3 MCD 10 250 250 - 5S - Z) 070 '7,- 2}Z) CONFERENCE 218 S14.4 MCD 10 250 250 y 7 1 o TOTAL 1000 qO 0 OSA lt 0 VAV 205 NEAR STAIRES S15.1 MCD 12 400 400 I,00c 3S) L. TOTAL 400 OSA L VAV 206 MENS RR 208 S16.1 MCD 10 300 300 'Z,ato ajc- -Z,. MENS RR 208 S 16.2 MCD 10 300 300 2ce) 20p '300 ZOO HALLWAY S16.3 MCD 10 200 200 ' Zo a HALLWAY S 16.4 MCD 10 200 200 2, -7,0 < -7.0 Ca TOTAL 1000 y -. .. 1 0 0 OS Ax AIR OUTLET TEST REPORT - SUPPLY Project: RAINIER INDUSTRIES Job #: 80026 Date: 6/23/08 EVERGREEN REFRIGERATION, LLC Unit # Area Served Outlet Design Target Preliminary Final No Type Size C.F.M. C.F.M. C.F.M. C.F.M. C.F.M. RTU 1 15 TON OFFICE 220 S17.1 MCD 14 500 500 1_1,o L4 J 4 a O SIGN DISPLAY 221 S 17.2 MCD 14 500 500 3 (0 SS1O 51 SIGN DISPLAY 221 S17.3 MCD 14 450 450 Li io 14 p Li Lls" OFFICE 220 S 17.4 MCD 14 500 500 0,00 5 Sy 0 OFFICE 220 S17.5 MCD 14 410 410 1,30 ` 9 OD WORK AREA S 17.6 MCD 14 375 375 35b 370 ?,l o WORK AREA S 17.7 MCD 14 450 450 N oo 4(j I-4( SIGN DISPLAY 221 S 17.8 MCD 14 450 450 y NSj 45D OFFICE 201 S 17.9 MCD 14 225 225 2-1,0 2y o Z 2 OFFICE 201 S17.10 MCD 10 . 225 225 ZZS 2770 Z'30 OFFICE 201 S17.11 MCD 10 230 230 jao Z4 o 2_y D VESTIBULE S17.12 MCD 10 250 250 2910 2 Z(nb OFFICE 203 S17.13 MCD 10 250 250 Z 2100 ZCdd` OFFICE 203 S17.14 MCD 10 250 250 Zi a 2:30 VAS OFFICE 203 S17.15 MCD 10 250 250 X00 22-5 OFFICE 205 S17.16 MCD 8 200 200 115 10d l4 OFFICE 205 S17.17 MCD 8 200 200 1$0 1 q 0 (ctp OFFICE 205 S17.18 MCD 8 200 200 2.10 10,— Zor TOTAL 5915 (o05 OSA -6 15- AIR OUTLET TEST REPORT - SUPPLY Project: RAINIER INDUSTRIES Job #: 80026 Date: 6/23/08 EVERGREEN REFRIGERATION, LLC Scott Campbell From: Jerry Shawler [jshawler @dci- engineers.com] Sent: Wednesday, June 25, 2008 1:55 PM To: tlewallen @argoblower.com Cc: Scott Campbell Subject: FW: Dust collector anchor Tension load Tim, Below is the email I sent to Scott regarding the phone conversation he and I had regarding the tension load. Let me know if there are any other questions. Thanks, Jerry Shawler, PE Structural Project Engineer, DCI Everett Branch maw N om= 0 atom D CI nj G n G i n E C A S P: 425.252.0454 ext 29 ° F: 425.252.1699 From: Jerry Shawler Sent: Wednesday, June 25, 2008 1:36 PM To: 'Scott Campbell' Subject: Dust collector anchor Tension load Scott, So I looked back through my calculations and it looks like we were using a design tension load of 1,830 pounds. The anchorage we specified on the details is normally good for 2538 pounds. So I would have them test to say 2000 pounds to account for any extra loads that could get induced into the system. Hope this helps. Thanks, Jerry Shawler, PE Structural Project Engineer DCI° e nGinEE s 3120 Colby Avenue, Suite 100 ° Everett, WA 98201 P: 425.252.0454 ext 29 a F: 425.252.1699 jshawler @dci- engineers.com a www.dci -engineers.com Voted 'Best Firms to Work For " - 2005 a 2006 a 2007 Bellevue a Everett a Spokane a Portland a San Diego a Austin 6/26/2008 Page 1 of 1 ,L 1L- Q: \f\v r DCI.ENGINEERS ■� D'AMATO CONVERSANO INC. Rooftop Unit Support FILE C PY Structural Calculations Permit No. RTU 1 and RTU 2 Plar review approval Is subject to errors end omissions. Approval of construction documents does not aufft prepared For: the violation of any adopted code or ordinance. Recei 0 approved Field Copy 9d conditions is ac knowlgdatCll Design Group By Date. a •-off' City of Tukwila BUILDING DIVISION REVISION NO] Rainier Industries TI 18375 Olympic Ave, S., Tukwila WA 98188 EXPIRES 12/2/0 7 March 5, 2008 DCI Job #07 -21 -133 MOB- 070 J. Mark D'Amato • Guy A. Conversano Roger L. Heeringa • Mark D. Aden Harry Jones 11 • Troy E. Bean • Tom C. Xia, Ph.D. Richard L. Hemmen • Grant C. Buckingham Wade Younie • John Tessem • Damon Smith CODE COMPLIANCE 3120 COLBY AVENUE, SUITE 100• EVERETT, WA 98201 • PHONE (425) 252 -0454 • FAX: (425) 252 -1699 MAY 3 1) 20 8 BUILDIfir' MIST' j Of Timwila RECEIVED MAY :15 2000 PERMIT CENTER sraDCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. 01 -13 Project 12AI oiEg ,y09 Lit ST(L1 Subject 12 T , 1 2 Sheet No. FS -I Date 3.4_0 8 By cAs 001 \WI-1 EiD ALL EXIST)N14 F2AMI JC N (Liu UJEIA Nr = 2-44- DCI ENGINEERS �� D'AMATO CONVERSANO INC. Project No. 01 -Z( -133 Project RP1 0It(L ��O Subject (2:r u I Sheet No. FS 2 Date 3- �I - 96 By s L JO IT T D c h o i I i z t i - A - r e otsr 061#J 7' -/o 2a a-7U J 4F 1 = 30‘ EXPIRES 12/2/ 0 r DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. D ? - 24— 133 Project (pJlEr 1 - r - 3 1 Subject �T1 Sheet No. F5 -3 Date 3-L —0 By c fit 3" 4 e' (E Col, 9MPSoN Ecc,O „t, SHlrts e 24'QC ADCI.ENGINEERS 'A D'AMATO CONVERSANO INC. Project No. 0 7 -2 1 - 13 Project - A131E2.10ousTr-1 S Subject SCO PE F._ i‘joll.14. /s Lo,4- 3 Sheet No. Date -2 -/-08 By cA scoP6 op W-oR -14- a I ST I ^\ F&A- if Iwo 1 M ti - FD Sta f vo fLOoF ToP U� ITS ( �?'I SThi4 12.0aF @ g 7s oL41plc. /V Tv)e-frJ►L/4-, vJA �8►�'S -tCl S n�1� {m-1.4r4 C4»s)sTJ OF 41,0e-1.41-4 S C-ir»1S /7f yx JoisT3 Ca- Ti - 5 JO )STS. jZ1 I Idv 6 Ft - 13: b (w/ A- ccesoMeS) sly : 71-6" x R IA1 2 S17.6 101—e r DCI.ENGINEERS gl D'AMATO CONVERSANO INC. • Project No. 07 —Z(— )33 Project n A I ovi. D u. STr21 Subject (2.—.1u 1 Sheet No. 2- Date By cjIRs -k� Po 4L 3 "/6 Y �z Hoc i-1-1/ 8" ! o (t) 6, 1. t0 3 /`( )c 23 1 1 - = 20 —D = ( 5� s + ? x (1st 25) • 25 Pt4 v3m4f 23. b3 3- d T2_ () A l �O /c x 23 L 2 `1 - 0 a u) = 13 61 ?LT = 2 .6gk@ 13sr F,_ _ ), 87 k @ (� fi VA/ Z3 0_ Rev: 580004 User: KW -0606396, Ver 5.8.0, 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 07 -21 -133 rainier industries.ecw:Calculations Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined II Section Name 3.125x13.5 Beam Width 3.125 in Beam Depth 13.500 in Member Type GluLam Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Joist J2 Deflections Span= 20.00ft, Beam Width = 3.125in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,743.31 psi Fb 2,760.00 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • @ Center @ Left @ Right Stress Calcs Bending Analysis Ck 20.711 Le Cv 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction DL DL DL 1.150 Pin -Pin 21.70 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 21.83 fv Fv Dead Load -0.886 in 10.000 ft 270.7 D.L. Defl) ... 1.330 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 21.70 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 5.78 k 20.945 in2 276.00 psi 4.34 k 4.34 k 284.00 #/ft #/ft #/ft 0.994 : 1 21.7 k -ft 21.8 k -ft at 10.000 ft at 20.000 ft 137.03 psi 276.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E Total Load Left Cantilever... -1.355 in Deflection 10.000 ft ...Length/Defl 177.16 Sxx C I LL LL LL Scope : Reactions... Left DL Right DL Title : Dsgnr: Description : 94.922 in3 0.000 Sxx Reci 94.35 in3 0.00 in3 0.00 in3 @ Right Support 5.78 k 20.945 in2 276.00 psi 20.00 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi 150.00 #/ft #/ft #Jft Lu Lu Lu Maximum Shear * 1.5 Allowable Shear: Right Cantilever... Deflection ...Length /Defl Bearing Length Req'd 2.137 in Bearing Length Req'd 2.137 in Job# Date: 2:27PM, 5 MAR 08 0.00 ft 0.00 ft 0.00 ft Beam Design OK 5.8 k 11.6 k @ Left 4.34 k @ Right 4.34 k Camber: @ Left 0.000in @ Center 1.330in @ Right 0.000in 2.84 k 2.84 k Area 42.188 in2 Allowable fb 2,760.00 psi 2,760.00 psi 2,760.00 psi Max 4.34 k Max 4.34 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 3 Description Joist J2 M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : Job # Date: 2:27PM, 5 MAR 08 Rev: 580004 User: KW-0606396, Ver 5.8.0, 1-Dec -2003 _(c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 07 -21 -133 rainier industries.ecw:Calculations Query Values I Shear 4.34 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Rev: 580004 User: KW-0606396, Ver 5.8.0. 1- Dec -2003 _ (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 II 07 -21 -133 rainier industries.ecw:Calculations Description 'General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6.75x22.5 Beam Width 6.750 in Beam Depth 23.000 in Member Type GluLam Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Summary Deflections Exist GL 6 -3/4 x 23 -2 2,840.0 lbs lbs 13.500 ft DL DL DL 1.150 Pin -Pin 1,890.0 lbs lbs 20.500 ft 500.00 # /ft # /ft #/ft Title : Dsgnr: Description : Scope : Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi lbs lbs 0.000 ft LL LL LL lbs lbs 0.000 ft 24.00 ft Lu ft Lu ft Lu 867.00 #/ft #/ft # /ft lbs lbs 0.000 ft Job # Date: 2:27PM, 5 MAR 08 0.00 ft 0.00 ft 0.00 ft Point Loads lbs lbs 0.000 ft Span= 24.00ft, Beam Width = 6.750in x Depth = 23.in, Ends are Pin -Pin Max Stress Ratio 0.954 : 1 Maximum Moment 117.5 k -ft Maximum Shear • 1.5 25.7 k Allowable 123.1 k-ft Allowable 42.8 k Max. Positive Moment 117.48 k -ft at 13.152 ft Shear: @ Left 17.92 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 19.62 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.672 in Max. M allow 123.12 Reactions... @ Right 0.000 in fb 2,368.91 psi fv 165.43 psi Left DL 7.52 k Max 17.92 k Fb 2,482.53 psi Fv 276.00 psi Right DL 9.21 k Max 19.62 k lbs lbs 0.000 ft Beam Design OK Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.448 in -0.973 in Deflection 0.000 in 0.000 in ...Location 12.192 ft 12.096 ft ...Length/Defl 0.0 0.0 ... Length/Defl 643.2 295.98 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.672 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in 5 Rev: 580004 User: KW- 0606396, Ver 5.8.0, 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 07 -21 -133 rainier industries.ecw:Calculations Description Exist GL 6 -3/4 x 23 -2 Stress Calcs Bending Analysis Ck 20.711 Cv 0.899 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb [Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 117.48 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 23.14 k 83.852 in2 276.00 psi 17.92 k 19.62 k 0.00 ft 0.00 ft 0.00 ft Sxx 595.125 in3 Area 155.250 in2 CI 0.000 Sxx Read 567.89 in3 0.00 in3 0.00 in3 @ Right Support 25.68 k 93.057 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : Allowable tb 2,482.53 psi 2,482.53 psi 2,482.53 psi 4.085 in 4.471 in Shear 17.92 k 0.00 k 0.00 k Job # Date: 2:27PM, 5 MAR 08 Deflection 0.0000 in 0.0000 in 0.0000 in (c. t 1 DCI ENGINEERS —saw D'AMATO CONVERSANO INC. Project No. 07 -V -133 Project Rill 0 lEa I Subject Sheet No. Dates 4_613 By e (JAL 3'/8 23 ,,e (A = 20 L(o esr - goo (tr PLas F-40 1 This 13 "i IS - r SNFFIU ' FoL (-TU WeroI►J tSi6r OED oh i3tveva �) & r 23 Foe. r2 u ±L)\! E IAPrO E1.164v.Ctac ,_� vSc — tit 5 1 /gx 1(A-- /4F-Vg Description BM below exist GL 3 -1/8 x 23 Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Summary D eflections 6.75x22.5 5.125 in 16.500 in GluLam DL DL DL 1.150 Pin -Pin #/ft #/ft #/ft LL LL LL Title : Dsgnr: Description : Scope : Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E 24.00 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1.800.0 ksi 250.00 #/ft #/ft #/ft Lu Lu Lu Dead Load 2,355.0 lbs 2,355.0 lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs ...distance 13.000 ft 21.000 ft 0.000 ft 0.000 ft 0.000 ft Job # Date: 2:29PM, 5 MAR 08 Rev: 580004 User: KW- 0606396, Ver 5.8.0. 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 07 -21 -133 rainier industries.ecw:Calcuiations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined II 0.00 ft 0.00 ft 0.00 ft _ Full Length Uniform Loads Point Loads lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK Span= 24.00ft, Beam Width = 5.125in x Depth = 16.5in, Ends are Pin -Pin Max Stress Ratio 0.698 : 1 Maximum Moment 35.7 k -ft Maximum Shear * 1.5 9.0 k Allowable 51.1 k -ft Allowable 23.3 k Max. Positive Moment 35.69 k -ft at 12.960 ft Shear: @ Left 4.37 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 6.34 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.693 in Max. M allow 51.12 Reactions... © Right 0.000 in fb 1,841.62 psi fv 106.43 psi Left DL 1.37 k Max 4.37k Fb 2,638.03 psi Fv 276.00 psi Right DL 3.34 k Max 6.34 k Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.462 in -1.002 in Deflection 0.000 in 0.000 in ...Location 12.672 ft 12.288 ft ...Length /Defl 0.0 0.0 ...Length /Defl 623.0 287.49 Right Cantilever... Camber ( using 1.5' D.L. Deft ) ... Deflection 0.000 in 0.000 in @ Center 0.693 in ...Length /Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in 8 Rev: 580004 User: KW-0606396, Ver 5.8.0, 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 07 -21 -133 rainier Industries.ecw:Calculations Description BM below exist GL 3-1/8 x 23 Stress Calcs r Bending Analysis Ck 20.711 Cv 0.956 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 35.69 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 6.06 k 21.944 in2 276.00 psi 4.37 k 6.34 k 0.00 ft 0.00 ft 0.00 ft Sxx CI Title : Dsgnr: Description : Scope : 232.547 in3 Area 84.563 in2 0.000 Sxx Read 162.34 in3 0.00 in3 0.00 in3 @ Right Support 9.00 k 32.610 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Allowable lb 2,638.03 psi 2,638.03 psi 2,638.03 psi 1.313 in 1.902 In Job # Date: 2:29PM, 5 MAR 08 1 Query Values Shear 4.37 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in MDCFENGINEERS EWA D'AMATO CONVERSANO INC. Project No. 07 -24— 133 Project F-Al ►J l L I 1 1/4 ) 00( S1(2-1 Subject 12TU Sheet No. Date By cis 0 0 I T L) )6 j Fxisr L( L 2g I�n + TO 3 3) X 25 1-15 = Z �. ) 3 47 PLIF fto M Sf ne s}It Fill5T L to x 22 0 1. Fn. (Look= 1,0/1-0)4 tq o c 27, oY F)n_ 12131 Poi) -r� t. J Pro Q. 6 1 - wM t ( r a I x L i o eS 31-10 ftiF = a10 t t - 5IST J ST ?/-7-.l3 109o) =18q O i� Beam Information (INPUT) Span = 24.00 ft Uniform Total Load = 1367 plf Uniform Live Load = 854 plf Grade = 24F -V4 Fb = 2,400 psi Fv = 165 psi E = 1,800,000 psi Cd (load duration ) = 1.15 Cf (Size Factor) = 1.00 Cv (Volume Factor) = 0.90 Cr (rep Member) = 1.00 Table 23- 1 -A -1, Table 23- 1 -A-4, or Table 23 -1 -C -1 Snow load etc. Nominal 2x & 4x, Footnote 3, 23 -1 -A -1 Glulams only per 2312.4.5 Joists etc only = 1.15 Beam Width = 6.75 inches Beam Depth = 22.00 inches Span Information (INPUT) Span = 24.00 ft Uniform Total Load = 1367 plf Uniform Live Load = 854 plf Span Calculations (OUTPUT) Moment = 98424 ft-lbs Shear = 13898 lbs S rqd = 473.6 in "3 A rqd = 109.9 inA2 I rqd (TL) = 4724 in "4 I rqd (LL) = 4427 in "4 Beam Reaction: 16404 lbs Total Load deft. l /x= 304 Live Load Defl. I /x= 487 WOOD BEAM CAPACITY Wood Beam 91NDS DCI Job # Description 07 -21 -133 Exist beam Beam Calculation (OUTPUT) Fb' = 2,494 psi Fv' = 190 psi E' = 1,800,000 psi S act = 544.50 inA3 A act = 148.50 in "2 I act = 5989.50 inA4 Deflection= 0.947 in Dead Load Deflection= 0.355 in Recommended Camber= 0.533 in Beam Check OK OK OK Glulams only Rev: 580004 User: KW- 0606396. Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 07-21-133 rainier industries.ecw:Calculations Description Exist GL 6 -3/4 x 23 !General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 1 Section Name 6.75x22.5 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Su 1,223.0 lbs lbs 8.000 ft I Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2.178.14 psi Fb 2,487.99 psi d eflections Center Span... Deflection ...Location ... Length/Defl Camber ( using 1.5 • D @ Center @ Left @ Right DL DL DL 6.750 in 22.500 in GluLam 1.150 Pin -Pin 500.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E Point Loads lbs lbs 0.000 ft Span= 24.00ft, Beam Width = 6.750in x Depth = 22 Max Stress Ratio 0.875 : 1 Maximum Moment 103.4 k -ft Allowable 118.1 k -ft Dead Load -0.369 in 11.904 ft 781.3 .L. Defl) ... 0.553 in 0.000 in 0.000 in 103.38 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 118.08 fv 145.44 psi Fv 276.00 psi lbs lbs 0.000 ft .5in, Ends are Pin -Pin at 11.712 ft at 0.000 ft Total Load -0.930 in 11.904 ft 309.76 LL LL LL Reactions... Left DL Right DL Title : Dsgnr: Description : Scope : lbs lbs 0.000 ft 24.00 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi 867.00 #/ft #/ft #/ft 6.82 k 6.41 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Defl Lu Lu Lu lbs lbs 0.000 ft Maximum Shear • 1.5 Allowable Shear: Job # Date: 2:24PM, 5 MAR 08 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft Beam Design OK 22.1 k 41.9 k @ Left 17.22 k @ Right 16.81 k Camber: @ Left 0.000in @ Center 0.553 in @ Right 0.000 in Max 17.22 k Max 16.81 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 lbs lbs 0.000 ft 1 2- Description Bending Analysis Ck 20.711 Cv 0.901 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Exist GL 6 -3/4 x 23 Le Rb M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 103.38 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 22.09 k 80.032 in2 276.00 psi 17.22 k 16.81 k 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : Rev: 580004 User: KW-0606396, Ver 5.8.0, 1 -Dec -2003 _(c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 07 -21 -133 rainier Industries.ecw:Calculations Stress Calcs Sxx 569.531 in3 Area 151.875 in2 CI 0.000 Sxx Reed 498.60 in3 0.00 in3 0.00 in3 @ Right Support 21.48 k 77.817 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 2,487.99 psi 2,487.99 psi 2,487.99 psi 3.925 in 3.832 in Shear 17.22 k 0.00 k 0.00 k Job # Date: 2:24PM, 5 MAR 08 Query Values Deflection 0.0000 in 0.0000 in 0.0000 in i3 Rev: 580004 User: KW -0606396, Ver 5.8.0, 1-Dec -2003 _(c)1983.2003 ENERCALC Engineering Software General Timber Beam Page 1 07 -21 -133 rainier industries.ecw:Calculations Description General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name ,3' Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Summary Deflections Joist J1 489.0 lbs lbs 10.750 ft DL DL DL 1.150 Pin -Pin lbs lbs 0.000 ft Span= 20.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,232.61 psi Fb 2,012.50 psi 120.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E lbs lbs 0.000 ft LL LL LL Title : Dsgnr: Description : Scope : lbs lbs 0.000 ft 20.00 ft ft ft 1,750.0 psi 95.0 psi 385.0 psi 1,800.0 ksi 200.00 #/ft #Ift #/ft Lu Lu Lu Job # Date: 2:23PM, 5 MAR 08 0.00 ft 0.00 ft 0.00 ft [Full Length Uniform Loads Point Loads lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft L f 0 6 70 0 ic Overstressed in Bending ! De • - 3.in, Ends are Pin -Pin 1 18.3 k -ft Maximum Shear * 1.5 4.7 k 16.5 k -ft Allowable 5.0 k 18.34 k -ft at 10.720 ft Shear: @ Left 3.43 k 0.00 k -ft at 20.000 ft @ Right 3.46 k 0.00 k -ft Camber: @ Left 0.000 in 0.00 k -ft © Center 0.743in 16.53 Reactions... © Right 0.000 in fv 103.19 psi Left DL 1.43 k Max 3.43k Fv 109.25 psi Right DL 1.46 k Max 3.46 k Center Span... Dead oad Total Load Left Cantilever... Dead Load Total Load Deflection -0.496 in -1.120 in Deflection 0.000 in 0.000 in ...Location 10.080 ft 10.000 ft ...Length /Deft 0.0 0.0 ...Length/Defi 484.2 214.32 Right Cantilever... Camber ( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.743 in ...Length/Defi 0.0 0.0 @ Left 0.000 in © Right 0.000 in 1 Rev: 580004 ' User: KW-0606396, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 2 07-21-133 rainier industries.ecw:Calculations Description Joist J1 [Stress Ca les Bending Analysis Ck 24.254 Cv 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 18.34 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 4.64 k 42.472 in2 109.25 psi 3.43 k 3.46 k 0.00 ft 0.00 ft 0.00 ft Title : Dsgnr: Description : Scope : Sxx 98.583 in3 Area 45.500 in2 Cl 0.000 Sxx Rea'd 109.37 in3 0.00 in3 0.00 in3 @ Right Support 4.70 k 42.975 in2 109.25 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Allowable fb 2.012.50 psi 2,012.50 psi 2,012.50 psi 2.543 in 2.570 in Job # Date: 2:23PM, 5 MAR 08 Query Values Shear 3.43 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in 15 r DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. D7 -24--133 Project K-AI 0 IE4- It'JpuST (Li �S Subject n nj Z Sheet No. Date By ef 4L 3 x 23 t = u(?( (ti -+ i = goa t q„,.= 6001 Rev: 580004 User: KW-0606396, Ver 5.8.0, 1-Dec -2003 (c)1983.2003 ENERCALC Engineering Software General Timber Beam Page 1 07 - 21 - 133 rainier industries.ecw:CalculaUOns General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Description Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads I Center Left Cantilever Right Cantilever Point Loads I Dead Load Live Load ...distance 800.0 lbs lbs 8.000 ft Summary Span= 24.00ft, Beam Width = 3.125in x Depth = 23.in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow Po 2,649.97 psi Fb 2,681.26 psi Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • D. @ Center @ Left @ Right Exist GL 3 -1/8 x 23 DL DL DL 1.150 Pin -Pin lbs lbs 0.000 ft 60.84 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 61.56 fv Fv Dead Load -0.452 in 11.904 ft 636.9 L. Deft) ... 0.678 in 0.000 in 0.000 in 300.00 #/ft #/ft #/ft lbs lbs 0.000 ft 0.988 : 1 60.8 k -ft 61.6 k -ft at 11.712 ft at 0.000 ft 181.03 psi 276.00 psi Total Load -1.107 in 11.904 ft 260.26 LL LL LL Reactions... Left DL Right DL Title : Dsgnr: Description : Scope : Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi lbs lbs 0.000 ft 500.00 #/ft #/ft #/ft Maximum Shear • 1.5 Allowable Shear: Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ... Length/Defl 24.00 ft Lu ft Lu ft Lu lbs lbs 0.000 ft Job # Date: 2:21 PM, 5 MAR 08 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft Beam Design OK 13.0 k 19.8 k @ Left 10.13 k @ Right 9.87 k Camber: @ Left 0.000in @ Center 0.678in @ Right 0.000 in 4.13 k 3.87 k Max 10.13k Max 9.87 k lbs lbs 0.000 ft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 11 'DCIENGINEERS D ' A M A T O C O N V E R S A N O INC. Project No. )4-1;3 Project Project n , ` 3 I T ousTill es Subject 12-T u Sheet No. FS 2 Date 3- ,4_08 By cg fig FILE COPY IE ><23 c(1 REVI CODE C OMPLIANCE APP s'f ®QED BUIL APR - 9 'Ng 0 ukwila IN DIVISION c(1 AL 3`l *AJ4L5' (Low) trN xlb 1OWO1O 061ki -i' —� x 2_3' -0 ( wEI4i41 = 3'O Tv(' (8)91,6S z I EXPIRES 12/2/ I RECEWED MAR 10 2008 PERMIT CENTER . DCI.ENGINEERS '�' D'AMATO CONVERSANO INC Project No. 07 -2( -133 Project RAI kil m 14064 5T2.4f6 Subject SE-6;r 014 Sheet No. F$ -3 Date 3 -y -0g By cp (0 0 14 �n Lo13 SHIES a 24t c �IEvJ 87 r -1 x 5 )` F Wi DCI• = I�CINEERS D'AMATO CONVERSANO INC. Rainier Industries TI 18375 Olympic Ave, S., Tukwila WA 98188 Rooftop Unit Support Structural Calculations RTU 1 and RTU 2 Prepared For: Connell Design Group March 5, 2008 DCI Job #07 -21 -133 J. Mark D'Arnato • Gut A. Coarersrmo Roger L. Heennga • Mark D. Aden Ham Jones O • Trot E Bean • Torn C. %7n, Ph.D. Richard L Hemmen - Gran( C. Bneknghanr Wade Soaaie • John Tessera • Damon Smith 3120 COLBY AVENUE. SUITE 100• EVERETT, WA 9R201 • PIIONE (425) 252 -0454 • FAX: (425) 252 -1699 DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. D7-21— 1 Project R- 1 ..100UST1 Subject SGO (lC 0 F.- h orLi'- /p5s ►•1 Lo,-.5 Sheet No. Date 2 -2/ -0$ .c -o Pe , o WvIZ1 1sTI► RA 1\410 M 3 -J RA 1-11 ,3 A - ro .Q? evL-T Q2.) a vito I2-0oF Toe Utz rrs (f2 To) 00 ST) i R-aaF @ 1 p - 1 O LYM P)c. /t Tuic-J L/ v 4 }c F 4i4 JJ C ,J.S1s OF G 1- U t 6C1 (A) 1 7i - / L /x JO/STS 02 -r,1 sb Jo )sTs. 2 lkiti 6 i fi = - 13 -o b 4 (w/ t4-ec eso to es) S z�- _1 ( " x Id ' 3 Sj7 ` "71 -71 DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. 0? -Z(- )33 Project Subject I Sheet No. 2— Date By cilcs J = 20 (E) 61. - 1 5 1 ? (1 2-5) = 2- = '30(0 0, � ,23, �3 ti 1 -o )&& A /fin ffin L ViS 1 'Z. W j4: )-10 LI- I2 a 5 X 1 -0 3 1 4 -�_ (t) AL X0 3 /'(X 2 (:) t l 10'14, x 23 � u 2' -t --c) '1-o W = 13b1 P r X3.5 @ 2- °' s () ( VI X 25 01- Rev 580004 User. KW -0606396, Ver5,8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software e Description Joist J2 General Information Section Name 3.125x13.5 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,743.31 psi Fb 2,760.00 psi Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 • D @ Center @ Left @ Right Bending Analysis Ck 20.711 Le Cv 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction DL DL DL 3.125 in 13.500 in GluLam 1.150 Pin -Pin Dead Load -0.886 In 10.000 ft 270.7 .L. Defl) ... 1.330 in 0.000 in 0.000 In 284.00 # /ft # /ft #/ft 21.7 k -ft 21.8 k -ft 21.70 k -ft at 10.000 ft 0.00 k -ft at 20.000 ft 0.00 k -ft 0.00 k -ft 21.83 tv 137.03 psi Fv 276.00 psi 0.000 ft 0.000 Max Moment 21.70 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 5.78 k 20.945 in2 276.00 psi Total Load -1.355 In 10.000 ft 177.16 LL LL LL Title : Dsgnr: Description : Scope : General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir, 24F V4 Fb Base Allow Fv Allow Fc Allow E Span= 20.00ft, Beam Width = 3.125in x Depth = 13.5in, Ends are Pin -Pin 0.994 : 1 Reactions... Left DL Right DL @ Right Support 5.78 k 20.945 in2 276.00 psi 20.00 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi 150.00 #/ft #/ft #/ft Maximum Shear • 1.5 Allowable Shear: 2.84 k 2.84 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Lu Lu Lu Stress Calcs Sxx 94.922 in3 Area 42.188 in2 CI 0.000 Sxx Req'd Allowable fb 94.35 in3 2,760.00 psi 0.00 in3 2,760.00 psi 0.00 in3 2,760.00 psi 4.34 k Bearing Length Req'd 2.137 in 4.34 k Bearing Length Req'd 2.137 in Job # Date: 2:27PM, 5 MAR 08 3 Page 1 07 -21 -133 rainier industdes.ecw:Calcutatlons 0.00 ft 0.00 ft 0.00 ft Beam Design OK 5.8 k 11.6 k @ Left 4.34 k @ Right 4.34 k Camber. @ Left 0.000in @ Center 1.330in @ Right 0.000 in Max 4.34 k Max 4.34 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 L Rev: 580004 User: KW -0606396, Ver 5.8.0, 1- Dec -2003 (c)1983.2003 ENERCALC Engineering Software Description Joist J2 Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 2:27PM, 5 MAR 08 Page 2 07 -21 -133 rainier Induslries.ecw.Calculagons Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 4.34 k 0.00 k 0.00 k Deflection 0.0000 In 0.0000 in 0.0000 In Rev: 580004 User: KW -0606396, Ver 5.8.0, 1•Dec•2003 (c)1983.2003 ENERCALC Engineering Software Description Exist GL 6 -3/4 x 23 -2 Section Name 6.75x22.5 Beam Width 6.750 in Beam Depth 23.000 in Member Type GluLam Load Dur. Factor Beam End Fixity Point Loads 1.150 Pin -Pin General Timber Beam General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi Full Length Uniform Loads Center DL 500.00 #/ft LL 867.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Dead Load 2,840.0 lbs 1,090.0 lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 13.500 ft 20.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Span= 24.00ft, Beam Width = 6.750in x Depth = 23.in, Ends are Pin -Pin Max Stress Ratio 0.954 : 1 Maximum Moment 117.5 k -ft Maximum Shear * 1.5 25.7 k Allowable 123.1 k -ft Allowable 42.8 k Max. Positive Moment 117.48 k -ft at 13.152 ft Shear. @ Left 17.92 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 19.62 k Max @ Left Support 0.00 k -ft Max © Right Support 0.00 k -ft Max. M allow 123.12 fb 2,368.91 psi fv 165.43 psi Fb 2,482.53 psi Fv 276.00 psi ...Length /Deft 643.2 295.98 Camber ( using 1.5 * D.L. Deft) ... @ Center 0.672 in @ Left 0.000 in © Right 0.000 in Reactions... Left DL Right DL Title : Dsgnr: Description : Scope : Right Cantilever... Deflection ...Length /Defl 24.00 ft Lu ft Lu ft Lu Job # Date: 2:27PM, 5 MAR 08 Page 1 07 -21 -133 rainier Industries.ecw:Calculations 0.00 ft 0.00 ft 0.00 ft Beam Design OK Camber: © Left 0.000 in © Center 0.672in © Right 0.000 in 7.52 k Max 17.92 k 9.21 k Max 19.62 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.448 in -0.973 in Deflection 0.000 in 0.000 in ...Location 12,192 ft 12.096 ft ...Length /Deft 0.0 0.0 0.000 In 0.000 in 0.0 0.0 5- Rev: 580004 User: KW -0606396. Ver 5.8.0. 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Exist GL 6 -3/4 x 23 -2 Title : Dsgnr: Description : Scope: General Timber Beam Job # Date: 2:27PM, 5 MAR 08 Page 2 # 07 -21 -133 rainier indusMes.ecw:Calculauons Stress Calcs Bending Analysis Ck 20.711 Cv 0.899 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values Le Rb M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 117.48 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 23.14 k 83.852 in2 276.00 psi 17.92 k 19.62 k 0.00 ft 0.00 ft 0.00 ft Sxx 595.125 in3 Area 155.250 in2 CI 0.000 Sxx Redd 567.89 1n3 0.00 in3 0.00 in3 @ Right Support 25.68 k 93.057 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Allowable fb 2,482.53 psi 2,482.53 psi 2,482.53 psi 4.085 in 4.471 in Shear 17.92 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 In (0 DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. o7 -u -133 Project � tJ' ea. r � D tit 5T124 Subject P-ru Sheet No. `7 Date 4 -0 8 By Cp (F� A.L 3/8x23 2—y (A= '2O L(OPS guo(t PR OS PO) 07 14/W5 Fewi TfS Ihtr IS Ab-r 5uirFlu ~ Fort_ ro v 1-0-01134 « 10 4A- 3 r 2 3 _ 1 zL E lAWVO BSc— ti L S /3)c 161/2,--. v F-vq Rev: 560004 User: KW-0606396, Ver5.6.0,1 -Dec-2003 (c)1983.2003 ENERCALC Engineering Software Description Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,841.62 psi Fb 2,638.03 pal Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 @ Center @ Left @ Right BM below exist GL 3 -1/8 x 23 I General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined h Section Name 6.75x22.5 Beam Width 5.125 in Beam Depth 16.500 in Member Type GluLam 2,355.0 Ibs Ibs 13.000 ft DL DL DL 1.150 Pin -Pin 2,355.0 Ibs Ibs 21.000 ft Span= 24.00ft, Beam Width = 5.125in x Depth = 16.51n. Ends are Pin -Pin 35.69 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 51.12 fv 106.43 psi Fv 276.00 psi Dead Load -0.462 in 12.672 ft 623.0 *D.L.Defl) 0.693 in 0.000 in 0.000 In General Timber Beam #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi Ibs Ibs 0.000 ft 0.698 : 1 35.7 k -ft 51.1 k -ft at 12.960 ft at 0.000 ft Total Load -1.002 in 12.288 ft 287.49 LL LL LL Title : Dsgnr: Description : Scope : Reactions... Left DL Right DL Ibs Ibs 0.000 ft 24.00 ft Lu ft Lu ft Lu 250.00 #/ft #/ft #/ft 9.0 k 23.3 k @ Left 4.37 k @ Right 6.34 k Camber. @ Left 0.000in @ Center 0.6931n @ Right 0.000 in Maximum Shear * 1.5 Allowable Shear. 1.37 k 3.34 k Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...length /Defl Ibs Ibs 0.000 ft Job # Date: 2:29PM, 5 MAR 08 Page 1 07-21-133 rainier Industries.ecw:Calculations Dead Load 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Beam Design OK Max 4.37 k Max 6.34 k Total Load 0.000 in 0.0 0.000 in 0.000 in 0.0 0.0 8 Rev: 580004 User: KW -0606398, Ver5.8.0, 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 07 -21 -133 rainier industries.ecr.Calculations Description Stress Calcs Bending Analysis Ck 20.711 Cv 0.956 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction BM below exist GL 3 -1/8 x 23 Le Rb I Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 35.69 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 6.06 k 21.944 in2 276.00 psi 4.37 k 6.34 k 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : Sxx 232.5471n3 Area 84.563 in2 CI 0.000 Sxx Rend Allowable 113 162.34 in3 2,638.03 psi 0.00 in3 2,638.03 psi 0.00 1n3 2,638.03 psi @ Right Support 9.00 k 32.610 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd 1.313 in 1.902 in Shear 4.37 k 0.00 k 0.00 k Job # Date: 2:29PM, 5 MAR 08 Deflection 0.0000 in 0.0000 in 0.0000 in DCFENGINEERS D'AMATO CONVERSANO INC. Project No. 07 -24- 13 3 Project I J l e ( L 1 K) Q { T(.1 Subject 1 U /1 Sheet No. 0 Date By c p s ( ( 3 /`)( F)cr'T L 3 /y ,(11,011 ( t' + sai 3 3 X 25 1 Z z )3 PLF FM IA -St /lC0)7S)-} \cI 5 T 4 L to 3 lq x 22 d 1 Fo n. r ) rO J t' o H . GU , a 60a uric L ( /-k 22 o ;_) t_ i 2Z 3# roo - r ' Q @ r-rwM M.U (e) LA- 310 x 2 3 tolST 1 - 81/ L(o PSr = 320 et-f a. 20 k tiLH = ( 8 e # IST ,..)ol.S ?D J7 7- 13 0 I� iTh 109 Beam Information (INPUT) Span = 24.00 ft Uniform Total Load = 1367 plf Uniform Live Load = 854 pif Grade = 24F -V4 Fb = 2,400 psi Fv = 165 psi E = 1,800,000 psi Cd (load duration ) = 1.15 Cf (Size Factor) = 1.00 Cv (Volume Factor) = 0.90 Cr (rep Member) = 1.00 Table 23- 1 -A -1, Table 23- 1 -A-4, or Table 23 -1 -C -1 Snow load etc. Nominal 2x & 4x, Footnote 3, 23 -1 -A -1 Glulams only per 2312.4.5 Joists etc only = 1.15 Beam Width = 6.75 inches Beam Depth = 22.00 inches Span Information (INPUT) Span = 24.00 ft Uniform Total Load = 1367 plf Uniform Live Load = 854 pif Span Calculations (OUTPUT) Moment = 98424 ft-Ibs Shear = 13898 Ibs S rqd = 473.6 inA3 A rqd = 109.9 inA2 1 rqd (TL) = 4724 in "4 1 rqd (LL) = 4427 in "4 Beam Reaction: 16404 lbs Total Load defl. l /x= 304 Live Load Defl. I /x= 487 WOOD BEAM CAPACITY Wood Beam 91NDS DCI Job # Description 07 -21 -133 Exist beam Beam Calculation (OUTPUT) Fb' = 2,494 psi Fv' = 190 psi E' = 1,800,000 psi S act = 544.50 in "3 A act = 148.50 in "2 1 act = 5989.50 in "4 Deflection= 0.947 in Dead Load Deflection= 0.355 in Recommended Camber= 0.533 in Beam Check OK OK OK Glulams only 1 Rev: 580004 User: KW -0608398. Ver 5.8.0, 1- Dec -2003 (c)1983-2003 ENERCALC Engineering Software -- . Description Exist GL 6 -3/4 x 23 Section Name 6.75x22.5 Beam Width 6.750 in Beam Depth 22.500 in Member Type GluLam Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 118.08 fb 2,178.14 psi fv 145.44 psi Fb 2,487.99 psi Fv Deflections Dead Load -0.369 In 11.904 ft 781.3 Camber ( using 1.5 * D.L. DefI) ... @ Center 0.553 in @ Left 0.000 in © Right 0.000 in Center Span... Deflection ...Location ...Length /Deft 1,223.0 lbs Ibs 8.000 ft DL DL DL 1.150 Pin -Pin Ibs Ibs 0.000 ft 500.00 #/ft #/ft #/ft Title : Dsgnr: Description : Scope : General Timber Beam General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined 276.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base AIIow 2,400.0 psi Fv AIIow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi Ibs Ibs 0.000 ft Total Load -0.930 in 11.904 ft 309.76 LL LL LL Reactions... Left DL Right DL Ibs Ibs 0.000 ft 6.82 k 867.00 #/ft #/ft #/ft 6.41 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...LengthlDefl 24.00 ft Lu ft Lu ft Lu Ibs Ibs 0.000 ft 0.00 ft 0.00 ft 0.00 ft Job # Date: 2:24PM, 5 MAR 08 Page 1 07 -21 -133 rainier Industrtes.ecwCalculations Ibs Ibs Ibs Ibs 0.000 ft 0.000 ft Beam Design OK Span= 24.00ft, Beam Width = 6.750in x Depth = 22.51n, Ends are Pin -Pin Max Stress Ratio 0.875 : 1 Maximum Moment 103.4 k -ft Maximum Shear * 1.5 22.1 k Allowable 118.1 k -ft Allowable 41.9 k Max. Positive Moment 103.38 k -ft at 11.712 ft Shear. @ Left 1722 k Max. Negative Moment 0.00 k -ft at 0.000 ft © Right 16.81 k Camber: @ Left 0.000 in © Center 0.5531n @ Right 0.000in Max 17.22 k Max 16.81 k Dead Load Total 0.000 in 0.000 In 0.0 0.0 0.000 in 0.000 In 0.0 0.0 12- I Rev. 580004 User. KW -0806396, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC En • sneering Software Description Stress Calcs Bending Analysis Ck 20.711 Cv 0.901 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Exist GL 6-3/4 x 23 Le Rb Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 103.38 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 22.09 k 80.032 in2 276.00 psi 17.22 k 16.81 k 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : General Timber Beam Sxx 569.531 in3 Area 151.875 in2 CI 0.000 Sxx Req'd 498.60 1n3 0.00 in3 0.00 in3 @ Right Support 21.48 k 77.817 In2 276.00 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 2,487.99 psi 2,487.99 psi 2,487.99 psi 3.925 in 3.832 in Job # Date: 2:24PM, 5 MAR 08 Page 2 07 -21 -133 rainier industries.erw:Calcula0ons ii Shear 17.22 k 0.00 k 0.00 k Deflection 0.0000 In 0.0000 in 0.0000 in 1 3 Rev 580004 User. KW- 0606396. Ver 5.8.0, 1- Dec -2003 (01983 -2003 ENERCALC Engineering Software Description Joist J1 General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance 489.0 Ibs Ibs 10.750 ft DL DL DL 1.150 Pin -Pin Ibs Ibs 0.000 ft Span= 20.00ft, Beam Width = 3.500in x De Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment 120.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E Ibs Ibs 0.000 ft LL LL LL Title : Dsgnr: Description : Scope : General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 20.00 ft ft ft Lu Lu Lu 1,750.0 psi 95.0 psi 385.0 psi 1,800.0 ksi f Job # Date: 2:23PM, 5 MAR 08 Page 1 07 -21 -133 rainier industries.ecw Calculation 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Ibs Ibs 0.000 ft 200.00 #/ft #/ft #/ft L / o 1 70 olG 3mn, Ends are Pin -Pin :1 Ibs Ibs 0.000 ft 0.000 ft Ibs Ibs 18.3 k -ft Maximum Shear *1.5 4.7 k 16.5 k -ft Allowable 5.0 k 18.34 k -ft at 10.720 ft Shear. @ Left 3.43 k 0.00 k -ft at 20.000 ft @ Right 3.46 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.743in Max. M allow 16.53 Reactions... @ Right 0.000in fb 2,232.61 psi fv 103.19 psi Left DL 1.43 k Max 3.43k Fb 2,012.50 psi Fv 109.25 psi Right DL 1.46 k Max 3.46 k Ibs Ibs 0.000 ft Overstressed in Bending ! 1 Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.496 In -1.120 in Deflection 0.000 In 0.000 In ...Location 10.080 ft 10.000 ft ...Length /Deft 0.0 0.0 ...Length /Deft 484.2 214.32 Right Cantilever... Camber ( using 1.5 * O.L. Defl ) ... Deflection 0.000 in 0.000 In @ Center 0.743 in ...Length /Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in if Rev: 560004 User: KW -0606396, Ver 5.8.0. 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Joist J1 Stress Calcs Bending Analysis Ck 24.254 Le Cv 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 18.34 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 4.64 k 42.472 in2 109.25 psi 3.43 k 3.46 k 0.00 ft 0.00 ft 0.00 ft General Timber Beam Sxx 98.583 in3 Area 45.500 in2 CI 0.000 Sxx Redd Allowable fb 109.37 In3 2,012.50 psi 0.00 in3 2,012.50 psi 0.00 in3 2,012.50 psi @ Right Support 4.70 k 42.975 in2 109.25 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : 2.543 in 2.570 in Shear 3.43 k 0.00 k 0.00 k Job # Date: 2:23PM, 5 MAR 08 Page 2 07-21-133 rainier industries.ecw:Calculations Deflection 0.0000 in 0.0000 in 0.0000 in W DCI ENGINEERS r _ D'AMATO CONVERSANO INC. Project No. ) 33 Project I IC Ii)0Ut -ST IQ ES K—A Subject Z j U Sheet No. 1(0 Date By CM 4,( 3%/5 )c 23 J 20 x ( +iv ) • = g fur- ?„. 80 - )uST 3 l ib 2 �>L Rev: 580004 User: KW -0606396, Ver 5.8.0, 1- Dec -2003 (c)1983.2003 ENERCALC Englneering Software Description Exist GL 3 -1/8 x 23 General Information Section Name m jutiffir275 Beam Width i 3.125 in Beam Depth 23.000 Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Dead Load Live Load ...distance 800.0 lbs Ibs 8.000 ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,649.97 psi Fb 2,681.26 psi Deflections Center Span... Deflection ...Location DL DL DL 1.150 Pin -Pln Point Loads Ibs Ibs 0.000 ft Span= 24.00ft, Beam Width = 3.125in x Depth = 23.in. Ends are Pin -Pin Max Stress Ratio 0.988 : 1 Maximum Moment 60.8 k - ft Allowable 61.6 k -ft 60.84 k -ft at 11.712 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 61.56 fv Fv Dead Load -0.452 in 11.904 ft ...Length /Defl 636.9 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.678 in @ Left 0.000 in © Right 0.000 in Center Span Left Cantilever Right Cantilever m Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 300.00 #/ft #/ft #/ft 181.03 psi 276.00 psi Ibs Ibs 0.000 ft Total Load -1.107 in 11.904 ft 260.26 LL LL LL Reactions... Left DL Right DL Title : Dsgnr: Description : Scope : Ibs Ibs 0.000 ft 24.00 ft Lu ft Lu ft Lu 2.400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi 500.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear. @ Left @ Right Camber © Left @ Center @ Right 4.13 k 3.87 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Ibs Ibs 0.000 ft Max Max Dead Load 0.000 in 0.0 Job # Date: 2:21 PM, 5 MAR 08 Page 1 07 -21 -133 ralnler IndusU1es.ecw:Calculations 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Beam Design OK 13.0 k 19.8 k 10.13 k 9.87 k 0.000 In 0.6781n 0.000 in 10.13 k 9.87 k Total Load 0.000 in 0.0 0.000 in 0.0 ll Rev: 580004 User: KW -0606396, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software t .x rrr Description Exist GL 3 -1/8 x 23 Stress Calcs Bending Analysis Ck 20.711 Cv 0.971 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values Le Rb M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.000 ft 0.000 Max Moment 60.84 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 13.01 k 47.142 in2 276.00 psi 10.13 k 9.87 k 0.00 ft 0.00 ft 0.00 ft Title : Dsgnr: Description : Scope: General Timber Beam Sxx CI 275.521 in3 Area 71.875 in2 0.000 Sxx Redd Allowable lb 272.31 in3 2,681.26 psi 0.00 in3 2,681.26 psi 0.00 in3 2,681.26 psi @ Right Support 12.61 k 45.693 in2 276.00 psi Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Bearing Length Req'd Bearing Length Req'd 4.989 In 4.857 in Shear 10.13 k 0.00 k 0.00 k Job# I U Date: 2:21 PM, 5 MAR 08 Page 2 07-21 -133 rainier industries.ecw.Calculallons Deflection 0.0000 in 0.0000 in 0.0000 In il MDCLENGINEERS °a D'AMATO CONVERSANO INC. Project I2 1 01E12. ,S019 tST(L1 es Subject n T ` 2 Project No. 0'1 2 133 EA 11- 10L111 �fiv fie) At 1V6 NOT'E' VGA -t IST)t4 FfLAMItJ Sheet No. Fs — , Date 3 - Lf -08 By CA-5 1Sc sySem Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Ranier industries Date 03/25/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code (yes, no, n.a.) Section Component FOLE Information Required � '�r� dp Location I on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) Prtm thp 1411 Equipment performance `"' 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 1411.1 Minimum efficiency Equipment.schedule with type; capacify;;2_ffioiency¢. , r'w°ro, M%,, 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper &-jacket loss _ .W 1412 HVAC controls 1412.1 Temperature zones Indicate locations on plans Mi, 2, 3 1412.2 Deadband control Indicate 5 degree deadband minimum M1 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types Mi RE1 Eu!lED� �P COMP *„ N � MOVED 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage x,1' 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control A 1412.7 Balancing Indicate balancing features on plans Ml R 9 mg 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy area ,ii A 1422 Thermostat interlock Indicate thermostat interlock on plans ('� ^r Of fr Tukwila � � lf'1�WA,rft(w+r n% 1423 Economizers Equipment schedule p RI m 1 1413 Air economizers Y a t 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary M1 1414.2 Duct insulation Indicate R -value of insulation on duct Ml 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report M1 1434 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer M1 SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) RGbIVCU CITY or TUKWILA 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank MAR 2 5 2008 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation Indicate R -value of insulation on piping PE KINII 1 (:EN 1 tN 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency CORRECTION Indicate switch and 65 degree control LT 1453 Pool heater controls 1454 Pool covers Indicate vapor retardant cover R# 1454 Pools 90+ degrees Indicate R -12 pool cover If "no" is circled for anv auestion. Drovide explanation: 1 • w 2006 Washington State Nonresidential Energy Code Compliance Form D • 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not Tess than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that Is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity ( nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 • 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not Tess than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that Is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity ( nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency RTU 1 LENNOX SGA48082 450000 16000 3200 500000 400000 80.000 RTU 2 LENNOX TGA18082BM 180000 6000 1200 360000 288000 80.000 AH MITSUSISHI MSZA24NA 22000 RESEW ED FOR8 16 SEER 8,9,10, 11, 1a,11 15200 15200 2.89c.o.P VAV1.1 PRICE FDC4012 CODE C01 E IR 1 SPACE RAY LTD 225 -50 N5 PPROVYEIfl) Pf F9`ttL�ltw7 250000 IR 2 SPACE RAY LTU 225 -50 N5 175000 APR - 4 2008 CORRECTION 0/ 1 L'YP# - kg ilrk1F T Otlnpeell.w Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location RTU 1 LENNOX SGA48082 450000 16000 3200 10 EER ROOF RTU 2 LENNOX TGA18082BM 180000 6000 1200 9.7 SEER CEILING MAR 2 ROOF CU MITSUBISHI MUZA24NA 22000 568 16 SEER 8,9,10, 11, 1a,11 EXTERIOR GB- 300 -15 8500 0.125 1 1/2 HP Fan Equipment Schedule , S rLDTNjDTVISTO N Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service CEF GROAN L200 210 0.125 1.8 AMPS CEILING R CIF -ru � CITY CIF �m SF _ 1•x•3.4 GREENHECK CSP -A390 271 0.25 1.3 AMPS 727 8 Kenyon St. CEILING MAR 2 EF 1,2,3,4 .5,6 GREENHECK G -095 -D 500 0.25 1/8 HP 5 2( ROOF PERMIT CEN OO RF 8,9,10, 11, 1a,11 GREENHECK GB- 300 -15 8500 0.125 1 1/2 HP Project Info Project Address Ranier Industries Date 3/24/2008 18375 Olympic Ave s For Building Dept. Use Tukwila, WA Applicant Name: Evergreen Refrigeration . I �b7#f y " W Applicant Address: 727 8 Kenyon St. A . Applicant Phone: 206- 763 -1744 n ' T'`' 14'1: Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Install (2) packaged HVAC units, (1) ductless split system, -(1) •VA,V._box,.,., (19) gas fired infared heaters, (5) ceiling mounted exhuast fans. (21) . _ _ rooftop exhuast fans. Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Q Simple System 0 Complex System O Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Rev,sed July 2007 °1 • C IA 08 TER 14, 15, 1LBREENHECK GB- 420 -50 18300 0.125 5 HP ROOF 6. 17,18,1 AB- 12- 420 -A4 813 0.125 1/4 ROOF r 8F 20,21 GREENHECR A8 -10- 420 -AB 401 0.125 1/8 ROOF SF 22 GRRENHECR A8 -16- 428 -A7 2802 0.125 3/4 ROOF 2006 Washington Sta e Nonresidential Energy Code Compliance Form 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. " COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: i Constant vol? 4 Air cooled? ✓ Packaged sys? fl <20,000 Btuh? Split system? fl Economizer included? If Heating Only: 9 Y � <5000 cfm? � <70 /o outside air? <70% Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only No 2006 Washington State Nonresidential Energy Code Compliance Form Yes - Reference Section 1421 Yes► Heating'Cooling or Cooling Only Simple System Allowed (section 1420) Reference Section 1423 otal Ca.. wo economize <24Q000 Btuh or 10 %? No V o i Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Open Motors Closed Motors 3,600 I 1,800 I 1,200 3,600 I 1,800 I 1,200 Efficiency ( %) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 825 84.0 84.0 825 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 924 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 924 93.0 93.0 924 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 930 94.1 936 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Electric Motors MECH -MOT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Minimum Nominal Full-Load Efficienc Synchronous Speed (RPM) HP 1. 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 2006 Washin ton State Nonresidential Ener• Code Com .Iiance Form Ranier industries Type (open /closed) Rased on the type of equipment supplied by ERL the motors are integral and included in the energy calculation. ERL is invoking Exceptions 2 and 3. The listed machines and associated mechanical information is typical of the motors included in the Description of Application or Use mechanical equipment package. Date Synch. Speed 3/24/2008 For Building Department Use Revised July 2007 Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1A or 14 -1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Mechanical Pe Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Ranier Industries 'Date 3/24/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency Mi 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 HVAC controls 1412.1 Temperature zones Indicate locations on plans Mi, 2,3 1412.2 Deadband control Indicate 5 degree deadband minimum Mi 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types Mi 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage Mi 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans Mi 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary Mi 1414.2 Duct insulation Indicate R -value of insulation on duct Mi 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report Mi 1434 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, IMi input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plan's Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu/h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (1ID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -OH: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stones in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct- digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plan's Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu/h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (1ID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -OH: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stones in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct- digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 16/Al4ino%), Sit @1•19 /Acq §l,pntial_Energy..Code Ccumpliance.Fnrm. __.._... _ duct runs are considered building envelope until they. 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14-6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. l March 21, 2008 Keo Torre 727 South Kenyon Street Seattle, WA 98108 RE: CORRECTION LETTER #1 Mechanical Application Number M08 -070 Rainier Industries —18375 Olympic Avenue S Dear Mr. Torre, This letter is to inform you of corrections that must be addressed before your plumbing permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen, at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. renda olt Permit Coordinator Encl cerely, • Cizj' of Tukwila Department of Community Development Jack Pace, Director xc: File No. M08 -070 P:\Perrnit Center \Correction Letters\2008\M08 -070 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: March 19, 2008 Project Name: Rainier Industries Permit #: M08 -070 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Mechanical Summary form submitted is the outdated 2004 form. Mechanical systems SEER may not be sized to meet current energy codes. Please provide the 2006 WSEC Nonresidential Energy code compliance form. In addition, ensure mechanical systems proposed shall be sized to meet the revised 2006 Washington State Energy Code SEER requirements of chapter 14. (2006 WSEC Tables 14 -1A & 14 -1B) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DEPARTMENTS: Building Division Public Works Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved Notation: n REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M08 -070 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 18375 OLYMPIC AV _ S Original Plan Submittal DATE: 05 -15 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-20-08 APPROVALS OR CORRECTIONS: 611 Kit 6 449-03 Fire Prevention ►_,, Structural ❑ Incomplete Structural Review Required Approved with Conditions DATE: DATE: Planning Division Permit Coordinator Not Applicable Comments: ❑ No further Review Required n u IC/ - j n Permit'Center Use Only' • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 06 -17 -08 Not Approved (attach comments) n 'Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M08 - 070 DATE: 03 - - PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 18375 OLYMPIC AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DE'ARTMEN � I �� /i ( g 'vision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: ! Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved 1 Approved with Conditions Notation: n REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required n n DATE: DATE: Planning Division Permit Coordinator DUE DATE: 03-27-08 Not Applicable No further Review Required Not Approved (attach comments) n n DUE DATE: 04-24-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTM NTS: 3 �. og Bulldi g Divis Public Works ri Complete Comments: Documents/routing slip.doc 2 -28 -02 PLAN MEW (MING SLIP ACTIVITY NUMBER: M08 -070 PROJECT NAME: RAINIER INDUSTRIES SITE ADDRESS: 18375 OLYMPIC AVE S X Original Plan Submittal Response to Correction Letter # DATE: 03 -10 -08 Response to Incomplete Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 61'2- ANC l'lam 1' Fire Prevention Structural Incomplete Planning Division ❑ Permit Coordinator DUE DATE: 03 -13-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS RO TING: Please Route Structural Review Required I 1 No further Review Required ❑ REVIEWER'S INITIALS: DATE: n i' n APPROVALS OR CORRECTIONS: DUE DATE: 04 -10-08 Approved u Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only I �` CORRECTION LETTER MAILED: 7! Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: p REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS 5-1S --0 8' Summary of Revision: twit E Received by: B EM _ Summary of Revision: 'roNI: c.' t f.�.k aJ d ,;.. %Jk V4C, Received by: Z, 114 v Qog r v S REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: int e r -PS SITE ADDRESS: It S tki 1^fjc REVISION LOG PERMIT NO: Mod - 0 ORIGINAL ISSUE DATE: y -1M -o g (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Nom"( 15 , o8 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 11• ( (1JOL) i t t5 Project Address: 183 15 OL`{jf 1 c- S . — Contact Person: T D(� r>1 Phone Number 1-c Co '71 tS ' S`= h 2 Summary of Revision: /A/ S T Rue -(`' L. O x'`31 N6S Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on S S ,d \applications\forms- applications on line \revision submittal Created: 8-13 -2004 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Plan ChecWPermit Number: Steven M. Mullet, Mayor Steve Lancaster, Director w 1 Sc,AAJ CriV OF TUKWILA MAY 115 NOR • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M08 -070 ❑ Response to Incomplete Letter # AtioniveD ® Response to Correction Letter # 1 Cn ' OF rtncw ❑ Revision # after Permit is Issued MAR 25 2008 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT carTER Project Name: RAINIER INDUSTRIES Project Address: 18375 Olympic Avenue S Contact Person: Keo Torre Summary of Revision: 1 1,00 vop 4 7 Phone Number: 7 ao ‘- _ 1-1 N )3-15'0 t,v i hAve, 0 4c1 b t * 11 Ar■ a I�C1) 61Vi P Fct f - h'S Ply ? -WI, Th-ve nit. 1 1 iz-4 P 9z - ( i ( Ufl . Sheet Number(s): yV' 1 1 3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on fiCiN \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: `3ZIod °� License Information License EVERGRL954R2 Licensee Name EVERGREEN REFRIGERATION LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602512953 Ind. Ins. Account Id 42245602 Business Type LIMITED LIABILITY COMPANY Address 1 727 S KENYON ST Address 2 City SEATTLE County KING State WA Zip 98108 Phone 2067631744 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/6/2006 Expiration Date 1/6/2010 Suspend Date Separation Date Parent Company Previous License EVERGI *201D7 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date EVERGREEN REFRIGERATION LLC PARTNER/MEMBER 12/22/2005 PATTON, DAVID PARTNER/MEMBER 01/06/2006 PATTON, RODGER PARTNER/MEMBER 01/06/2006 PATTON, MATTHEW PARTNER/MEMBER 01/06/2006 Look Up a Contractor, Electri n or Plumber License Detail 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. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Company Bond Account Effective Expiration I Cancel Impaired Bond • Received Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= EVERGRL954R2 04/14/2008 ROOFTOP FAN SCHEDULE SYMBOL LEGEND SYMBOL Model ABBV. DESCRIPTION Nominal RPM Voltage Phase ' H.P. DUCT SECTION SUPPLY kl 0.125 740 (CFM) (in. w.g.) Voltage (V) DUCT SECTION - RETURN /EXHAUST Voltage Fbase EF 1 GREENHECK G -095 -D 500 RECTANGULAR DUCT I d 1 1/8 1, 2, 3 EF 2 GREENHECK G -095 -D • ROUND DUCT 0.25 1152 115 1 1/8 FLEXIBLE DUCT EF 3 GREENHECK G -095 -D MVD MANUAL VOLUME DAMPER 1152 ❑ BD]) 1 BDD BACKDRAFT DAMPER EF 4 GREENHECK © 500 MD MOTORIZED DAMPER 115 1 1/8 • FD FIRE DAMPER -- - � 500 0.25 FSD FIRE /SMOKE DAMPER (120v POWER REQ.) 1 J 1/8 1, 2, 3 EF 6 GREENHECK CEILING RADIATION DAMPER 500. 0.25 1152 $p 1 SD SMOKE DETECTOR 0 G -095 -D T THERMOSTAT 1152 115 S SENSOR 1, 2, 3 R R REFRIGERANT LINES - R G G G NATURAL GAS LINES •1, 3, 4 EF 9 GREENHECK • GB- 30045 8500 0.125 550 CEILING DIFFUSER (SUPPLY) 3 Prj 1, 3, 4 EF 10 GREENHECK GB- 300-15 8500 0.125 550 208 CEILING DIFFUSER (RETURN /EXHAUST) 1 1/2 1, 3, 4 t% GB- 300-15 8500 0.125 EXHAUST FAN (CEILING MOUNTED) [Gill 3 1 1/2 INLINE FAN EF 12 GREENHECK D 6400 0.125 862 208 PROPELLER FAN I 1, 3, 4 EF 13 GREENHECK SIDEWALL DIFFUSER 6400 0.125 862 208 3 DUCT FITTING CORRECTION B.O.J. 1 a• ' GB -420-50 DATUM LTR# i = 459 208 3 �4 1, 3, 4 UNIT TA , , � +. GB- 420-50 18300 0.125 459 208 3 DUCT RISER ' IV 0 ., ROOFTOP FAN SCHEDULE Tag Manufacturer Model Airflow S.P. Nominal RPM Voltage Phase ' H.P. Remarks 210 0.125 740 (CFM) (in. w.g.) Voltage (V) kW Voltage Fbase EF 1 GREENHECK G -095 -D 500 0.25 1152 115 1 1/8 1, 2, 3 EF 2 GREENHECK G -095 -D 500 0.25 1152 115 1 1/8 1, 2, 3 EF 3 GREENHECK G -095 -D 500 0.25 1152 115 1 1/8 1, 2, 3 EF 4 GREENHECK G -095 -D 500 0.25 1152 115 1 1/8 • 1, 2, 3 EF 5 GREENHECK G -095-D 500 0.25 1152 115 1 J 1/8 1, 2, 3 EF 6 GREENHECK G -095 -D 500. 0.25 1152 115 1 1/8 1, 2, 3 EF 7 GREENHECK G -095 -D • 500 0.25 1152 115 1 1/8 1, 2, 3 EF 8 GREENHECK GB- 300-15 8500 0.125 550 208 3 1 1/2 •1, 3, 4 EF 9 GREENHECK • GB- 30045 8500 0.125 550 208 3 1 1/2 1, 3, 4 EF 10 GREENHECK GB- 300-15 8500 0.125 550 208 3 1 1/2 1, 3, 4 EF 11 GREENHECK GB- 300-15 8500 0.125 550 208 3 1 1/2 1, 3, 4 EF 12 GREENHECK GB- 220 -15 6400 0.125 862 208 3 1 1/2 1, 3, 4 EF 13 GREENHECK GB- 220 -15 6400 0.125 862 208 3 1 1/2 1, 3, 4 EF 14 GREENHECK GB -420-50 18300 0.125 459 208 3 5 1, 3, 4 EF 15 GREENHECK GB- 420-50 18300 0.125 459 208 3 5 1, 3, 4 EF 16 GREENHECK GB- 420-50 18300 0.125 459 208 3 5 1, 3, 4 SF 17 GREENHECK AS- 12- 420-A4 813 0.125 1750 115 1 1/4 1, 5 SF 18 GREENHECK AS- 12 -420 -A4 813 0.125 1750 115 1 1/4 1, 5 SF 19 GREENHECK AS- 12 -420-A4 813 0.125 1750 115 1 1/4 1, 5 SF 20 GREENHECK. . AS- 10 -420-A8 401 0.125 • 1750 115 1 1/8 1, 5 SF 21 GREENHECK AS-10-420-A8 401 0.125 1750 115 1 1/8 1, 5 `3i AMIIII►G11 . •. EF 23 GREENHECK 1 8- :.*tli► j .:N,... G -095 -D 800 �.1 - L __ AlliMii. AIM. .a►. `Sii.I III■ 0. 5 1478 NEM 1 1/8 1, 4 VARIABLE AIR VOLUME BOXSCHEDULE Tag I Manufacturer UNfr# Manufacturer I Model Max Primary Ain Primary Electric Heater Fan Total Electrical 210 0.125 740 Airflow Airflow y Voltage Phase kW Voltage Fbase FLA HP 1034 Current 1.3 144 2, 3, 4 (CFM) (CFM) CSP -A390 271 0.25 1034 115/1 1.3 (A) 2, 3, 4 SF 3 (A) V ` rice FD 012 1450 439 1.3 480 3 SF 4 20.0 l 1 4.0 1/2 115/1 24.1 VA 1.2 Price DC40 0 1000 ' • - 310 - 481 T ` 12.0 277 /2 " 14. VAV1.3 • Price FDC4012 1550 465 480 3 15.0 277 1 4.0 1/2 18.0 VAV1.4 Price FDC4010 1200 360 • 480 3 12.0 277 1 4.0 1/2 14.4 VAV1.5 Price FDC2008 600 180 • 480 3 5.0 277 1 1.1 1/8 6.0 VAV1.6 Price FDC4010 1000 300 480 3 12.0 277 1 4.0 1/2 14.4 VAV1.7 Price ' FDC4010 1000 300 ' 480 • 3 12.0 277 1 •4.0 1/2 14.4 VAV1.8 Price FDC4012 1550 465 480 3 15.0 277 1 4.0 1/2 18.0 VAV1.9 Price FDC3010 800 240 • 480 3 10.0 277 1 2.7 1/4 12.0 VAV1.10 Price FDC4010 1000 300 480 3 12.0 277 1 4.0 1/2 14.4 VAV2.1 Price FDC4010 1000 300 . 480 3 ° 12.0 277 1 4.0 1/2 14.4 VAV2.2 Price FDC2008 400 120 480 3 6.0 277 1 1.1 1/8 7.2 VAV2.3 Price FDC4012 1400 420. 480 3 14.0 • 277 1 4.0 1/2 16.8 VAV2.4 Price FDC4012 1600 480 480 3 15.0 277 1 4.0 1/2 18.0 VAV2.5 Price FDC4010 1000 300. 480 3 12.0 277. 1 4.0 1/2 14.4 VAV2.6 Price FDC4012 1300 390 480 3 14.0 277 1 4 1/2 16.8 CEILING MOUNTED EXHAUST FAN SCHEDULE Tag I Manufacturer Model 1 Airflow (CFM) S.P. (ins) (Nominal RPM( .Voltage I Amps Watts Remarks CEF 1 Broan L200 210 0.125 740 120/1 1.8 127 1, 2 SF 1 GREENHECK CSP -A390 271 0.25 1034 115/1 1.3 144 2, 3, 4 SF 2 GREENHECK CSP -A390 271 0.25 1034 115/1 1.3 144 2, 3, 4 SF 3 GREENHECK CSP-A390 271 0.25 1034 115/1 1.3 144 2, 3, 4 SF 4 GREENHECK CSP -A390 271 0.25 1034 115/1 1.3 144 2; :3, 4 INFRARED HEATER SCHUDULE Tag Manufacturer Model Heating Electrical Unit Remarks Curb Size Weight Remarks _ Input Voltag Phase Amps Wei (Ibs) ...... 0 _ BH 1 I (Btuh) M 47x47 (A) (Ibs) ,4' 0 IR 1 SPACE -RAY LTU 225-50 N5 250,000 120 1 2.5 312 IR 2 SPACE -RAY LTU 175-40 N5 175,000 120 1 2.5 241 BAROMETRIC RELIEF SCHEDULE Tag Manufacturer Model Throat Size Curb Size Weight Remarks Ill w co 0 w r (ins) (ins) (Ibs) ...... 0 _ BH 1 GREENHECK ( FGI 41x41 47x47 178 1 ( DRAWING DATE: a] 02/i 2/08 _Ij DWG. BY: GN CHK. BY: AL /DP JOB NO.: 80026 DWG. FILE: 80026M4 -- M I CZ DUCTLESS SPLIT S YSTEM HEAT PUMP SCHEDULE Tag Manufacturer Model Tons Airflow Cooling Heating Electrical Weight Remarks SEER Rated Capacity (Btuh) C.O.P. Volts f (CFM) Rated Capacity (Btuh) 1 M.C.A. [ (lbs) _ Ph ase I AH -1 Mitsubishi MSZA24NA 2 568 - - -- - 208 1 1 37 1, 2 CU -1 Mitsubishi MUZA24NA 2 -- 22000 16 15200 2.89 208 1 17 128 3 Remarks: . 1. Mount indoor unit on wall _ ' 2 . Include integrated thermostat - • - -- --- . -_••_ _._ 3. Mount outdoor unit on sleepers and connect to the indoor unit with refrigerant piping a (- } Remarks: 1. Mount heaters 28' A.F.F. 2. Heaters to be controlled by line wltage thermostats with locking covers that are provided by ERL and installed by and installed by others. 3. Heaters to vent to the roof with Type B vent pipe PACKAGED GAS /ELECTRIC UNIT SCHEDULE Tag Manufacturer Model Tons Airflow Min. OSA Supply Fan Supply Fan Power Exhaust Power Exhaust (CFM) (CFM) Motor S.P. Motor S.P. Net Cooling SEER Input Heating Output AFUE Voltage Phase Electrical MCA MOCP Unit Weight Remarks LENNOX RTU 1 RTU 2 LENNOX SGA480S2 40 3,200 TGA180S2BM 16,000 15 6,000 1,200 HP 20 5 (in. w.g.) 1.5 HP 3 0.8 (in. w. 0.5 (Btuh) 450,000 180,000 (Btuh) 500,000 9.7 360,000 (Btuh) 400,000 288,000 ( %) (V) 80% 460 80% 460 3 3 (A) 116 (A) (lbs) 125 7,336 1,3,4,5,6 38 40 2,447 1, 2, 4, 6 Remarks: 1. Provide smoke detector installed by mechanical contractor, wiring by electrical contractor 2. Provide 100% outside air economizer, barometric relief, and roof curb 3. Provide 100% outside air economizer, power exhaust, and roof curb 4. All power wiring and disconnects by electrical contractor 5. Factory installed VFDs on supply fan and power exhaust fan 6. To be integrated into the I)DQ control system I emarxs: 1. Fans are to be switched by aline voltage thermostat that is supplied by ERL and installed by others. 2. Fans are to vent to the roof through manufacturer roof caps 3. Fans are to to be switched on with the lights 4. Fan to be equipped with a Warren 3 kW electric duct heater that is to be activated with an inline ductstat FILE C.R Permit No ;6EPRATE PERMIT' R Mec hanical Electrical Plumbing j Ga Piping City of Tukwila B 131LDING DIV IS141\1 Pier review approval is subject to erg and omissions. Approval of won documents doss not authorize the violation of any acted code or ordinance. Receipt of approved R ''f condition is acknowledged: By. Date:, 1 '1 City of Tukwila BUILDING DIVISION a 1. Provide with curb and back dra • amper 2. Fan to be interlocked with the equipment It is venting 3. Provide with motor starter 4. Fan to be switched on by others. 5. Fan to run continuously Remarks: 1. Provide with curb COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER WA ENERGY CODE (WSEC) SECTION 1416.1. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER PER WSEC SECTION 1416.2. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCE REPORT SHALL BE PROVIDED TO THE OWNER PER WSEC SECTION 14516.2.2.2. FOR WAREHOUSES. SEMIHEATED SPACES AND SIMPLE SYSTEMS AS DEFINED IN WSEC SECTION 1421): HVAC CONTROL SYSTEMS SHALL BE TESTED, CALIBRATED AND ADJUSTED, SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORD WITH SPECIFICATIONS AND APPROVED PLANS, AND A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE FILED WITH THE OWNER PER WSEC SECTION 1416.4.1. FOR ALL OTHER SYSTEMS: HVAC CONTROL SYSTEMS SHALL BE TESTED, CALIBRATED AND ADJUSTED, SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORD WITH SPECIFICATIONS AND APPROVED PLANS PER WSEC SECTION 1416.2.3.2; NECESSARY TESTS SHALL BE IDENTIFIED PER WSEC SECTION 1416.2.3; A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER WWEC SECTION 1416.2.5.1 AND A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE FILED WITH THE OWNER PER WSEC SECTION 1416.2.5.2. MOO ' REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I •+'. REVIEWED FOR CODE COMPLIANCE APPROVED APR - 200B GENERAL NOTES DUCTWORK 1.1 ALL DUCT DIMENSIONS ON PLAN ARE CLEAR INSIDE DIMENSIONS, ADD 2" TO EACH DIMENSION TO OBTAIN OUTSIDE DIMENSION. ADD 4"TO EACH DIMENSION IF DUCTWORK IS ON THE EXTERIOR OF BUILDING. 1.2 THE FIRST NUMBER ON ALL DUCT DIMENSIONS IS THE WIDTH AND THE SECOND NUMBER IS THE HEIGHT. 1.3 MATERIALS Vv :THIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD RATING LESS THAN 25 AND A FLAME SMOKE DEVELOPMENT RATING LESS THAN 50, PER IMC 602.2.1. 1.4 SEAL ALL TRANSVERSE JOINTS FOR DUCTWORK WITH STATIC PRESSURE BETWEEN 1/2 INCHES AND 2 INCHES. DUCTWORK WHICH IS DESIGNED TO OPERATE AT PRESSURES ABOVE 1/2 INCH WATER COLUMN STATIC PRESSURE SHALL BE SEALED IN ACCORDAN - E WITH STANDARD RS-7. 1.5 ALL DUCT GAUGES PER SMACNA, IMC 603-4. 1.6 ALL DUCT SUPPORTS PER SMACNA, IMC 603-10. 1.7 ATTACH DIFFUSERS AND GRILLES TO T-BAR GRID PER WA STATE & LOCAL CODES. 1.8 BALANCING DAMPERS ARE TO BE INSTALLED ON ALL BRANCH DUCTS OR DIFFUSERS. INSULATION 2.1 INSULATE OR LINE DUCTWORK PER WA. STATE ENERGY AND MECHANICAL CODES. 2.2 INSULATE REFRIGERANT & CONDENSATE PIPING PER STATE & LOCAL ENERGY CODES. GENERAL CONTRACTOR 3.1 /GENERAL CONTRACTOR TO PROVIDE AND CUT OPENINGS FOR ALL ROOFTOP CEILING FLOOR, AND WALL PENETRATIONS, INCLUDING WEATHERPROOF SEALING AND FIRE PROOF LINING PER IMC & IBC. 3.2 GENERAL CONTRACTOR TO VERIFY PENETRATION LOCATION AND DIMENSIONS WITH ERL BEFORE FRAMING OPENINGS. 3.3 GENERAL CONTRACTOR TO PROVIDE ALL DEMOLITION, PATCHING, AND PAINTING AS REQUIREC FOR MECHANICAL WORK 3.4 GENERAL CONTRACTOR TO PROVIDE ADEQUATE STRUCTURAL SUPPORT AS REQUIRED FOR MECHANICAL WORK. 3.5 GENERAL CONTRACTOR TO PROVIDE ADEQUATE ENGINEERING A5 REQUIRED FOR MECHANICAL WORK. 3.6 GENERAL CONTRACTOR TO PROVIDE SERVICE ACCESS PER CODE TO ALL MECHANICAL EQUIPMENT. 3.7 GENERAL CONTRACTOR TO LEVEL ALL FACTORY CURBS PROVIDED BY ERL PROVIDE ALL CANT STRIPE AND CURB INSULATION, AND SEAL AGAINST LEAKS. 3.8 GENERAL CONTRACTOR TO PROVIDE ALL CUTTING AND PATCHING OF T -BAR CEILING AS REQUIRED FOR HVAC INSTALLATION. 3.9 GENERAL CONTRACTOR TO PROTECT ALL OPENINGS THROUGH FLOORS PROVIDED FOR DUCTWORK INSTALLATION IN ACCORDANCE WITH TABLE 601 OF INTERNATIONAL BUILDING CODE, WHERE REQUIRED BY SECTION 707 OF IBC. ELECTRICAL 4.1 ERL BY ELECTRICM TO INSTALL ALL LOW CONTRACTOR. VOLTAGE CONTROL WIRING, CONDUIT WILL BE PROVIDED 4.2 ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL CONNECTIONS, DISCONNECTS, AND STARTERS FOR MECHANICAL EQUIPMENT. 4.3 ELECTRICAL CONTRACTOR TO VERIFY EQUIPMENT SIZES LOADS AND LOCATIONS WITH ERL MECHANICAL PLAN AND WITH FIELD CONDITIONS. 4.4 ELECTRICAL SWITCH. CONTRACTOR TO INTERLOCK BATHROOM EXHAUST FANS WITH LIGHT 4.5 ERL TO PROVIDE 7 -DAY NIGHT SETBACK, PROGRAMMABLE TYPE T -STAT WITH CAPABILITY OF 5 °F DEADBAND. 4.6 ERL TO VERIFY FINAL LOCATION OF THERMOSTAT WITH CUSTOMER. 4.7 ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL GCFI OUTLET WITHIN 25 FT OF EACH PIECE OF MECHANICAL EQUIPMENT. PLUMBING 5.1 PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL GAS PIPING FOR MECHANICAL EQUIPMENT PER CODE. 5.2 PLUMBING CONTRACTOR OFFSET VENTS 10 FEET MINIMUM FROM ALL HVAC FRESH AIR INTAKES OR 2' ABOVE HIGHEST POINT OF INTAKE, IMC 401.5.1. 5.3 CONDENSATE DRAINS FROM RTU BY ERI TO DRAIN WITHIN 12" OF UNIT. CONDENSATE DRAINS FOR AIR HANDLERS BY PLUMBER. ENERGY CODE COMPLIANCE 6.1 AT A MINIMUM, EACH FLOOR 1S TO BE CONSIDERED A SEPARATE ZONE. VERIFY THERMOSTATIC CONTROL FOR EACH ZONE AS INDICATED ON PLANS. 6.2 OUTSIDE AIR INTAKES, EXHAUST OUTLETS AND RELIEF OUTLETS SERVING -k.r CONDITIONED : =PACES SHALL BE EQUIPPED WITH DAMPERS WHICH CLOSE AUTOMATIC;'C_• WHEN THE SYSTEM IS OFF OR UPON POWER FAILURE, PER WSEC SE 1412.4.1. 6.3 AIR ECONOMOTRS WHERE REQUIRED BY CODE ARE INDICATED BY THE EQUIPMENT SCHEDULE AT 1 a0% CAPABILITY, CONTROL AND OPERATION OF THE ECONOMIZER SHALL COM;LY WITH WSEC SEC. 1423. MECHANICAL CODE COMPLIANCE 7.1 WHERE REQUIRED PROVIDE AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTORS IN EACH SYSTEM DELIVERING HEATING OR COOLING AIR IN EXCESS OF 2000 CFM. DETECTORS SHALL BE LOCATED IN THE MAIN RETURN AIR PER IMC 606. WA20041F1 NOT PUBLISHED. ALL RIGHTS RESERVED. TFE GRAVING AND SPECIFICATDhiS. IDEAS. DESIGNS AND ARRANGEI.ENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF EVE- RGREEN REFRIGERATION INC. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISG- LaSED OR DISTRUMUTED TO OTHERS. SOLD. PUB- LISHED OR OTHERWISE USED VITFDUT TFE PRKl WRITTEN CONSENT OF AND APPROPRIATE COMPEN- SATION TO EVERGREEN REFRIGERATION INC. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFIC - ATIONS SMALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE IF THESE RESTRICTIONS. co = = ct Ill w co 0 w r r��" c ^.... 0 I Z ...... 0 REVISIONS No D DATE I ITEM ! 1 \ 0 02/15/08 O OWNER REV. ,4' 0 03/18/08 G GEN REV RECEtvt_o Y OF Ti lv".1I A 1AR 7 5 :mid a r_ PsVrii l l.,to., DUCTLESS SPLIT S YSTEM HEAT PUMP SCHEDULE Tag Manufacturer Model Tons Airflow Cooling Heating Electrical Weight Remarks SEER Rated Capacity (Btuh) C.O.P. Volts f (CFM) Rated Capacity (Btuh) 1 M.C.A. [ (lbs) _ Ph ase I AH -1 Mitsubishi MSZA24NA 2 568 - - -- - 208 1 1 37 1, 2 CU -1 Mitsubishi MUZA24NA 2 -- 22000 16 15200 2.89 208 1 17 128 3 Remarks: . 1. Mount indoor unit on wall _ ' 2 . Include integrated thermostat - • - -- --- . -_••_ _._ 3. Mount outdoor unit on sleepers and connect to the indoor unit with refrigerant piping a (- } Remarks: 1. Mount heaters 28' A.F.F. 2. Heaters to be controlled by line wltage thermostats with locking covers that are provided by ERL and installed by and installed by others. 3. Heaters to vent to the roof with Type B vent pipe PACKAGED GAS /ELECTRIC UNIT SCHEDULE Tag Manufacturer Model Tons Airflow Min. OSA Supply Fan Supply Fan Power Exhaust Power Exhaust (CFM) (CFM) Motor S.P. Motor S.P. Net Cooling SEER Input Heating Output AFUE Voltage Phase Electrical MCA MOCP Unit Weight Remarks LENNOX RTU 1 RTU 2 LENNOX SGA480S2 40 3,200 TGA180S2BM 16,000 15 6,000 1,200 HP 20 5 (in. w.g.) 1.5 HP 3 0.8 (in. w. 0.5 (Btuh) 450,000 180,000 (Btuh) 500,000 9.7 360,000 (Btuh) 400,000 288,000 ( %) (V) 80% 460 80% 460 3 3 (A) 116 (A) (lbs) 125 7,336 1,3,4,5,6 38 40 2,447 1, 2, 4, 6 Remarks: 1. Provide smoke detector installed by mechanical contractor, wiring by electrical contractor 2. Provide 100% outside air economizer, barometric relief, and roof curb 3. Provide 100% outside air economizer, power exhaust, and roof curb 4. All power wiring and disconnects by electrical contractor 5. Factory installed VFDs on supply fan and power exhaust fan 6. To be integrated into the I)DQ control system I emarxs: 1. Fans are to be switched by aline voltage thermostat that is supplied by ERL and installed by others. 2. Fans are to vent to the roof through manufacturer roof caps 3. Fans are to to be switched on with the lights 4. Fan to be equipped with a Warren 3 kW electric duct heater that is to be activated with an inline ductstat FILE C.R Permit No ;6EPRATE PERMIT' R Mec hanical Electrical Plumbing j Ga Piping City of Tukwila B 131LDING DIV IS141\1 Pier review approval is subject to erg and omissions. Approval of won documents doss not authorize the violation of any acted code or ordinance. Receipt of approved R ''f condition is acknowledged: By. Date:, 1 '1 City of Tukwila BUILDING DIVISION a 1. Provide with curb and back dra • amper 2. Fan to be interlocked with the equipment It is venting 3. Provide with motor starter 4. Fan to be switched on by others. 5. Fan to run continuously Remarks: 1. Provide with curb COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER WA ENERGY CODE (WSEC) SECTION 1416.1. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER PER WSEC SECTION 1416.2. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCE REPORT SHALL BE PROVIDED TO THE OWNER PER WSEC SECTION 14516.2.2.2. FOR WAREHOUSES. SEMIHEATED SPACES AND SIMPLE SYSTEMS AS DEFINED IN WSEC SECTION 1421): HVAC CONTROL SYSTEMS SHALL BE TESTED, CALIBRATED AND ADJUSTED, SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORD WITH SPECIFICATIONS AND APPROVED PLANS, AND A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE FILED WITH THE OWNER PER WSEC SECTION 1416.4.1. FOR ALL OTHER SYSTEMS: HVAC CONTROL SYSTEMS SHALL BE TESTED, CALIBRATED AND ADJUSTED, SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORD WITH SPECIFICATIONS AND APPROVED PLANS PER WSEC SECTION 1416.2.3.2; NECESSARY TESTS SHALL BE IDENTIFIED PER WSEC SECTION 1416.2.3; A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER WWEC SECTION 1416.2.5.1 AND A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE FILED WITH THE OWNER PER WSEC SECTION 1416.2.5.2. MOO ' REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I •+'. REVIEWED FOR CODE COMPLIANCE APPROVED APR - 200B GENERAL NOTES DUCTWORK 1.1 ALL DUCT DIMENSIONS ON PLAN ARE CLEAR INSIDE DIMENSIONS, ADD 2" TO EACH DIMENSION TO OBTAIN OUTSIDE DIMENSION. ADD 4"TO EACH DIMENSION IF DUCTWORK IS ON THE EXTERIOR OF BUILDING. 1.2 THE FIRST NUMBER ON ALL DUCT DIMENSIONS IS THE WIDTH AND THE SECOND NUMBER IS THE HEIGHT. 1.3 MATERIALS Vv :THIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD RATING LESS THAN 25 AND A FLAME SMOKE DEVELOPMENT RATING LESS THAN 50, PER IMC 602.2.1. 1.4 SEAL ALL TRANSVERSE JOINTS FOR DUCTWORK WITH STATIC PRESSURE BETWEEN 1/2 INCHES AND 2 INCHES. DUCTWORK WHICH IS DESIGNED TO OPERATE AT PRESSURES ABOVE 1/2 INCH WATER COLUMN STATIC PRESSURE SHALL BE SEALED IN ACCORDAN - E WITH STANDARD RS-7. 1.5 ALL DUCT GAUGES PER SMACNA, IMC 603-4. 1.6 ALL DUCT SUPPORTS PER SMACNA, IMC 603-10. 1.7 ATTACH DIFFUSERS AND GRILLES TO T-BAR GRID PER WA STATE & LOCAL CODES. 1.8 BALANCING DAMPERS ARE TO BE INSTALLED ON ALL BRANCH DUCTS OR DIFFUSERS. INSULATION 2.1 INSULATE OR LINE DUCTWORK PER WA. STATE ENERGY AND MECHANICAL CODES. 2.2 INSULATE REFRIGERANT & CONDENSATE PIPING PER STATE & LOCAL ENERGY CODES. GENERAL CONTRACTOR 3.1 /GENERAL CONTRACTOR TO PROVIDE AND CUT OPENINGS FOR ALL ROOFTOP CEILING FLOOR, AND WALL PENETRATIONS, INCLUDING WEATHERPROOF SEALING AND FIRE PROOF LINING PER IMC & IBC. 3.2 GENERAL CONTRACTOR TO VERIFY PENETRATION LOCATION AND DIMENSIONS WITH ERL BEFORE FRAMING OPENINGS. 3.3 GENERAL CONTRACTOR TO PROVIDE ALL DEMOLITION, PATCHING, AND PAINTING AS REQUIREC FOR MECHANICAL WORK 3.4 GENERAL CONTRACTOR TO PROVIDE ADEQUATE STRUCTURAL SUPPORT AS REQUIRED FOR MECHANICAL WORK. 3.5 GENERAL CONTRACTOR TO PROVIDE ADEQUATE ENGINEERING A5 REQUIRED FOR MECHANICAL WORK. 3.6 GENERAL CONTRACTOR TO PROVIDE SERVICE ACCESS PER CODE TO ALL MECHANICAL EQUIPMENT. 3.7 GENERAL CONTRACTOR TO LEVEL ALL FACTORY CURBS PROVIDED BY ERL PROVIDE ALL CANT STRIPE AND CURB INSULATION, AND SEAL AGAINST LEAKS. 3.8 GENERAL CONTRACTOR TO PROVIDE ALL CUTTING AND PATCHING OF T -BAR CEILING AS REQUIRED FOR HVAC INSTALLATION. 3.9 GENERAL CONTRACTOR TO PROTECT ALL OPENINGS THROUGH FLOORS PROVIDED FOR DUCTWORK INSTALLATION IN ACCORDANCE WITH TABLE 601 OF INTERNATIONAL BUILDING CODE, WHERE REQUIRED BY SECTION 707 OF IBC. ELECTRICAL 4.1 ERL BY ELECTRICM TO INSTALL ALL LOW CONTRACTOR. VOLTAGE CONTROL WIRING, CONDUIT WILL BE PROVIDED 4.2 ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL CONNECTIONS, DISCONNECTS, AND STARTERS FOR MECHANICAL EQUIPMENT. 4.3 ELECTRICAL CONTRACTOR TO VERIFY EQUIPMENT SIZES LOADS AND LOCATIONS WITH ERL MECHANICAL PLAN AND WITH FIELD CONDITIONS. 4.4 ELECTRICAL SWITCH. CONTRACTOR TO INTERLOCK BATHROOM EXHAUST FANS WITH LIGHT 4.5 ERL TO PROVIDE 7 -DAY NIGHT SETBACK, PROGRAMMABLE TYPE T -STAT WITH CAPABILITY OF 5 °F DEADBAND. 4.6 ERL TO VERIFY FINAL LOCATION OF THERMOSTAT WITH CUSTOMER. 4.7 ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL GCFI OUTLET WITHIN 25 FT OF EACH PIECE OF MECHANICAL EQUIPMENT. PLUMBING 5.1 PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL GAS PIPING FOR MECHANICAL EQUIPMENT PER CODE. 5.2 PLUMBING CONTRACTOR OFFSET VENTS 10 FEET MINIMUM FROM ALL HVAC FRESH AIR INTAKES OR 2' ABOVE HIGHEST POINT OF INTAKE, IMC 401.5.1. 5.3 CONDENSATE DRAINS FROM RTU BY ERI TO DRAIN WITHIN 12" OF UNIT. CONDENSATE DRAINS FOR AIR HANDLERS BY PLUMBER. ENERGY CODE COMPLIANCE 6.1 AT A MINIMUM, EACH FLOOR 1S TO BE CONSIDERED A SEPARATE ZONE. VERIFY THERMOSTATIC CONTROL FOR EACH ZONE AS INDICATED ON PLANS. 6.2 OUTSIDE AIR INTAKES, EXHAUST OUTLETS AND RELIEF OUTLETS SERVING -k.r CONDITIONED : =PACES SHALL BE EQUIPPED WITH DAMPERS WHICH CLOSE AUTOMATIC;'C_• WHEN THE SYSTEM IS OFF OR UPON POWER FAILURE, PER WSEC SE 1412.4.1. 6.3 AIR ECONOMOTRS WHERE REQUIRED BY CODE ARE INDICATED BY THE EQUIPMENT SCHEDULE AT 1 a0% CAPABILITY, CONTROL AND OPERATION OF THE ECONOMIZER SHALL COM;LY WITH WSEC SEC. 1423. MECHANICAL CODE COMPLIANCE 7.1 WHERE REQUIRED PROVIDE AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTORS IN EACH SYSTEM DELIVERING HEATING OR COOLING AIR IN EXCESS OF 2000 CFM. DETECTORS SHALL BE LOCATED IN THE MAIN RETURN AIR PER IMC 606. WA20041F1 NOT PUBLISHED. ALL RIGHTS RESERVED. TFE GRAVING AND SPECIFICATDhiS. IDEAS. DESIGNS AND ARRANGEI.ENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF EVE- RGREEN REFRIGERATION INC. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISG- LaSED OR DISTRUMUTED TO OTHERS. SOLD. PUB- LISHED OR OTHERWISE USED VITFDUT TFE PRKl WRITTEN CONSENT OF AND APPROPRIATE COMPEN- SATION TO EVERGREEN REFRIGERATION INC. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFIC - ATIONS SMALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE IF THESE RESTRICTIONS. Remarks: 1. Mount heaters 28' A.F.F. 2. Heaters to be controlled by line wltage thermostats with locking covers that are provided by ERL and installed by and installed by others. 3. Heaters to vent to the roof with Type B vent pipe PACKAGED GAS /ELECTRIC UNIT SCHEDULE Tag Manufacturer Model Tons Airflow Min. OSA Supply Fan Supply Fan Power Exhaust Power Exhaust (CFM) (CFM) Motor S.P. Motor S.P. Net Cooling SEER Input Heating Output AFUE Voltage Phase Electrical MCA MOCP Unit Weight Remarks LENNOX RTU 1 RTU 2 LENNOX SGA480S2 40 3,200 TGA180S2BM 16,000 15 6,000 1,200 HP 20 5 (in. w.g.) 1.5 HP 3 0.8 (in. w. 0.5 (Btuh) 450,000 180,000 (Btuh) 500,000 9.7 360,000 (Btuh) 400,000 288,000 ( %) (V) 80% 460 80% 460 3 3 (A) 116 (A) (lbs) 125 7,336 1,3,4,5,6 38 40 2,447 1, 2, 4, 6 Remarks: 1. Provide smoke detector installed by mechanical contractor, wiring by electrical contractor 2. Provide 100% outside air economizer, barometric relief, and roof curb 3. Provide 100% outside air economizer, power exhaust, and roof curb 4. All power wiring and disconnects by electrical contractor 5. Factory installed VFDs on supply fan and power exhaust fan 6. To be integrated into the I)DQ control system I emarxs: 1. Fans are to be switched by aline voltage thermostat that is supplied by ERL and installed by others. 2. Fans are to vent to the roof through manufacturer roof caps 3. Fans are to to be switched on with the lights 4. Fan to be equipped with a Warren 3 kW electric duct heater that is to be activated with an inline ductstat FILE C.R Permit No ;6EPRATE PERMIT' R Mec hanical Electrical Plumbing j Ga Piping City of Tukwila B 131LDING DIV IS141\1 Pier review approval is subject to erg and omissions. Approval of won documents doss not authorize the violation of any acted code or ordinance. Receipt of approved R ''f condition is acknowledged: By. Date:, 1 '1 City of Tukwila BUILDING DIVISION a 1. Provide with curb and back dra • amper 2. Fan to be interlocked with the equipment It is venting 3. Provide with motor starter 4. Fan to be switched on by others. 5. Fan to run continuously Remarks: 1. Provide with curb COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER WA ENERGY CODE (WSEC) SECTION 1416.1. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER PER WSEC SECTION 1416.2. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCE REPORT SHALL BE PROVIDED TO THE OWNER PER WSEC SECTION 14516.2.2.2. FOR WAREHOUSES. SEMIHEATED SPACES AND SIMPLE SYSTEMS AS DEFINED IN WSEC SECTION 1421): HVAC CONTROL SYSTEMS SHALL BE TESTED, CALIBRATED AND ADJUSTED, SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORD WITH SPECIFICATIONS AND APPROVED PLANS, AND A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE FILED WITH THE OWNER PER WSEC SECTION 1416.4.1. FOR ALL OTHER SYSTEMS: HVAC CONTROL SYSTEMS SHALL BE TESTED, CALIBRATED AND ADJUSTED, SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORD WITH SPECIFICATIONS AND APPROVED PLANS PER WSEC SECTION 1416.2.3.2; NECESSARY TESTS SHALL BE IDENTIFIED PER WSEC SECTION 1416.2.3; A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER WWEC SECTION 1416.2.5.1 AND A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE FILED WITH THE OWNER PER WSEC SECTION 1416.2.5.2. MOO ' REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I •+'. REVIEWED FOR CODE COMPLIANCE APPROVED APR - 200B GENERAL NOTES DUCTWORK 1.1 ALL DUCT DIMENSIONS ON PLAN ARE CLEAR INSIDE DIMENSIONS, ADD 2" TO EACH DIMENSION TO OBTAIN OUTSIDE DIMENSION. ADD 4"TO EACH DIMENSION IF DUCTWORK IS ON THE EXTERIOR OF BUILDING. 1.2 THE FIRST NUMBER ON ALL DUCT DIMENSIONS IS THE WIDTH AND THE SECOND NUMBER IS THE HEIGHT. 1.3 MATERIALS Vv :THIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD RATING LESS THAN 25 AND A FLAME SMOKE DEVELOPMENT RATING LESS THAN 50, PER IMC 602.2.1. 1.4 SEAL ALL TRANSVERSE JOINTS FOR DUCTWORK WITH STATIC PRESSURE BETWEEN 1/2 INCHES AND 2 INCHES. DUCTWORK WHICH IS DESIGNED TO OPERATE AT PRESSURES ABOVE 1/2 INCH WATER COLUMN STATIC PRESSURE SHALL BE SEALED IN ACCORDAN - E WITH STANDARD RS-7. 1.5 ALL DUCT GAUGES PER SMACNA, IMC 603-4. 1.6 ALL DUCT SUPPORTS PER SMACNA, IMC 603-10. 1.7 ATTACH DIFFUSERS AND GRILLES TO T-BAR GRID PER WA STATE & LOCAL CODES. 1.8 BALANCING DAMPERS ARE TO BE INSTALLED ON ALL BRANCH DUCTS OR DIFFUSERS. INSULATION 2.1 INSULATE OR LINE DUCTWORK PER WA. STATE ENERGY AND MECHANICAL CODES. 2.2 INSULATE REFRIGERANT & CONDENSATE PIPING PER STATE & LOCAL ENERGY CODES. GENERAL CONTRACTOR 3.1 /GENERAL CONTRACTOR TO PROVIDE AND CUT OPENINGS FOR ALL ROOFTOP CEILING FLOOR, AND WALL PENETRATIONS, INCLUDING WEATHERPROOF SEALING AND FIRE PROOF LINING PER IMC & IBC. 3.2 GENERAL CONTRACTOR TO VERIFY PENETRATION LOCATION AND DIMENSIONS WITH ERL BEFORE FRAMING OPENINGS. 3.3 GENERAL CONTRACTOR TO PROVIDE ALL DEMOLITION, PATCHING, AND PAINTING AS REQUIREC FOR MECHANICAL WORK 3.4 GENERAL CONTRACTOR TO PROVIDE ADEQUATE STRUCTURAL SUPPORT AS REQUIRED FOR MECHANICAL WORK. 3.5 GENERAL CONTRACTOR TO PROVIDE ADEQUATE ENGINEERING A5 REQUIRED FOR MECHANICAL WORK. 3.6 GENERAL CONTRACTOR TO PROVIDE SERVICE ACCESS PER CODE TO ALL MECHANICAL EQUIPMENT. 3.7 GENERAL CONTRACTOR TO LEVEL ALL FACTORY CURBS PROVIDED BY ERL PROVIDE ALL CANT STRIPE AND CURB INSULATION, AND SEAL AGAINST LEAKS. 3.8 GENERAL CONTRACTOR TO PROVIDE ALL CUTTING AND PATCHING OF T -BAR CEILING AS REQUIRED FOR HVAC INSTALLATION. 3.9 GENERAL CONTRACTOR TO PROTECT ALL OPENINGS THROUGH FLOORS PROVIDED FOR DUCTWORK INSTALLATION IN ACCORDANCE WITH TABLE 601 OF INTERNATIONAL BUILDING CODE, WHERE REQUIRED BY SECTION 707 OF IBC. ELECTRICAL 4.1 ERL BY ELECTRICM TO INSTALL ALL LOW CONTRACTOR. VOLTAGE CONTROL WIRING, CONDUIT WILL BE PROVIDED 4.2 ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL CONNECTIONS, DISCONNECTS, AND STARTERS FOR MECHANICAL EQUIPMENT. 4.3 ELECTRICAL CONTRACTOR TO VERIFY EQUIPMENT SIZES LOADS AND LOCATIONS WITH ERL MECHANICAL PLAN AND WITH FIELD CONDITIONS. 4.4 ELECTRICAL SWITCH. CONTRACTOR TO INTERLOCK BATHROOM EXHAUST FANS WITH LIGHT 4.5 ERL TO PROVIDE 7 -DAY NIGHT SETBACK, PROGRAMMABLE TYPE T -STAT WITH CAPABILITY OF 5 °F DEADBAND. 4.6 ERL TO VERIFY FINAL LOCATION OF THERMOSTAT WITH CUSTOMER. 4.7 ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL GCFI OUTLET WITHIN 25 FT OF EACH PIECE OF MECHANICAL EQUIPMENT. PLUMBING 5.1 PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL GAS PIPING FOR MECHANICAL EQUIPMENT PER CODE. 5.2 PLUMBING CONTRACTOR OFFSET VENTS 10 FEET MINIMUM FROM ALL HVAC FRESH AIR INTAKES OR 2' ABOVE HIGHEST POINT OF INTAKE, IMC 401.5.1. 5.3 CONDENSATE DRAINS FROM RTU BY ERI TO DRAIN WITHIN 12" OF UNIT. CONDENSATE DRAINS FOR AIR HANDLERS BY PLUMBER. ENERGY CODE COMPLIANCE 6.1 AT A MINIMUM, EACH FLOOR 1S TO BE CONSIDERED A SEPARATE ZONE. VERIFY THERMOSTATIC CONTROL FOR EACH ZONE AS INDICATED ON PLANS. 6.2 OUTSIDE AIR INTAKES, EXHAUST OUTLETS AND RELIEF OUTLETS SERVING -k.r CONDITIONED : =PACES SHALL BE EQUIPPED WITH DAMPERS WHICH CLOSE AUTOMATIC;'C_• WHEN THE SYSTEM IS OFF OR UPON POWER FAILURE, PER WSEC SE 1412.4.1. 6.3 AIR ECONOMOTRS WHERE REQUIRED BY CODE ARE INDICATED BY THE EQUIPMENT SCHEDULE AT 1 a0% CAPABILITY, CONTROL AND OPERATION OF THE ECONOMIZER SHALL COM;LY WITH WSEC SEC. 1423. MECHANICAL CODE COMPLIANCE 7.1 WHERE REQUIRED PROVIDE AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTORS IN EACH SYSTEM DELIVERING HEATING OR COOLING AIR IN EXCESS OF 2000 CFM. DETECTORS SHALL BE LOCATED IN THE MAIN RETURN AIR PER IMC 606. WA20041F1 NOT PUBLISHED. ALL RIGHTS RESERVED. TFE GRAVING AND SPECIFICATDhiS. IDEAS. DESIGNS AND ARRANGEI.ENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF EVE- RGREEN REFRIGERATION INC. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISG- LaSED OR DISTRUMUTED TO OTHERS. SOLD. PUB- LISHED OR OTHERWISE USED VITFDUT TFE PRKl WRITTEN CONSENT OF AND APPROPRIATE COMPEN- SATION TO EVERGREEN REFRIGERATION INC. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFIC - ATIONS SMALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE IF THESE RESTRICTIONS. , / / 11 1 .......mirarArawar.maurAssurArArAmorAtdrawararAraranormerirmir.ararmararawArAramordin 250 1 10" 250 VAV 1.1 1 266 10" 10" 50 CFM 33"x22" ENS RR SHOWER 12" 10" STOR. CLOSET WIWI& -- MISfilillh• - iMmiimatinm •"*"""Nrou 111 RIL 41 14" VAV 1.9 800 CFM 30"x22" 4 m1r_r r . AMA ■ 111 trimon■immorroin 66 fil M llllllllllllllllll MMM- 11 Hi EXISTING OFFICE EF-7 INLINE /-14"x14" 26"x14" 26"x14" 26"x18" 26"x14" 20"x14" 24"x16" VAV 1.2 1000 CFM 8" 200 VAV 1.3 1550 CFM 33"x22" 1 25"x20" UP TO EF-4 ON ROOF "x14" EXIS NG RECEPTION 1 123 1 26"x18" VAV 1.10 1000 CFM RSC VAV 1.8 1550 CFM _ 24"x15" up To EF-3 ON 2ND FLOO EXIS ING EXIS NG OFF CE OFFICE 24"xl 5" 4"x18" 200 250K. 25"x14" EXIS ING OFFICE 30"x14" r EXIST. OPEN OFFICE DN a KEYED NOTES EXIT VESTIBULE REPLACE EXISTING DAMAGED DUCTBOARD WITH SHEET METAL DUCTWORK OF THE SAME SIZE 0 REVISIONS TO EXISTING DISTRIBUTION DUCTWORK SYSTEM. PLEASE COMPARE TO AS BUILTS AND MAKE CHANGES AS NOTED. 0 EXTEND WALL CAP FROM EXISTING LOCATION TO NEW WAREHOUSE WALL 0 1 DEMO EXHAUST FAN AND ALL ASSOCIATED DUCTWORK ADD NEW TRANSFER MOVE RETURN GRILLE INTO OFFICE SPACE REPLACE EXISTING VAV BOX, AND ADD ASSOCIATED RETURN DUCTWORK. GENERAL NOTES 1. REPLACE ALL EXISTING LINEAR SLOT DIFFUSERS WITH TITUS MCD DIFFUSERS (OR EQUIVALENT) EXIT STORAGE CLOSET 1 EXI T. EXIST. OPEN OFFICE 1 132 1 OFFICE 131 ART PLOTTERS OFFICE hi OFFIC EXIS ING OFFICE 1 129 1 02 :4 11 0., EXPANDED ELECT. EXIS ING OFF CE I 128 1 PLOTTER ROOM 106 - 1 f OPEN OFFICE EXIS ING OFFICE 1 127 1 CHASE BY GC BREAK/LUNCH ROOM 1,187/1 79 OCC. EXIS NG OFFICE 1 125 1 EXIS ING CONF, 1 124 1 180 SF/15=12 OCC. HVAC FIRST FLOOR PLAN SCALE : 1/8" = 12"x12" UP TO FF 23 TG 12"x12" FILE EXISTING IT WORKRM ROOM IT OFFICE FROM RTU-3 3 TON OPEN OFFICE EXISTING OFFICE OFFICE M OtV01 APR 9 2008 REI#IWED FOR CODE COMPLIANCE 1 Al 72'ROVED — 1 B ILDIN arvisigtu NTT PUBLISHED. ALL RIGHTS RESERVED. THE WAVING AND SPECIFICATIONS, IDEAS. DESIGNS AHD ARRANGEHENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY or EVE- RGREEN REFRIGERATION INC. NO PART THEREOF SHALL BE REPRODUCED, CONED. ADAPTED. DISC- LOSED nR DISTRIBUTED IQ 'TITERS. SOLD. PUB- LISHED OR OTHERVISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPRIMATE COMPEN- SATION TO EVERGREEN REFRIGERATION INC. VISUAL CONTACT VITH THE ANNE DRAWINGS OR SPECIFIC- ATOM SHALL CONSTITUTE canustvz EVIDENCE OF ACCEPTANCE OF MESE RESTRICTIOM NO a, ul C, C) 0 • DWG. BY CHK. BY: JOB NO DP DWG. FILE: M2 REVISIONS DATE ITEM 02/15/08 OWNER REV, 03/18/08 GEN. REV. E CITY C 5 rui c omLA MAR 2 5 NOR DRAWING DATE: 0 GN/AL 80026 80026M2— 225 10" • J. - fez , 26"x16" RTU-2 RA. ROM RtU-1 40 tON 64"x16" 19"x16" kJ 250 I IRST FLOOR EF ON RO RTU-1 40 TON NEW SA FRO TON ROP NEW 8" VENT TO 7 38"x23" 8" VAV 2.2 400 CFM 375CFM EF-2 ON ROOF 28"x22" 10" 10" 2" 12" 16" 28 22" 0 RSC 10 10" 16" VAV 2.5 4' T8" 8" SAD T IS OVER 150 8" VAV 2.4 1600 CFM Sc ON TING DUCT 150 L L 8" 150 8" 24"xl STAIRWA VESTIBULE EX ST. OFFICE 429 SF/2 pilul i FA STAIR E ON ROO SHARED OFFICE j. GENERAL NOTES 1. REPLACE ALL EXISTING LINEAR SLOT DIFFUSERS WITH TITUS MCD DIFFUSERS (OR EQUIVALENT) KEYED NOTES 0 REPLACE EXISTING DAMAGED DUCTBOARD WITH SHEET METAL DUCTWORK OF THE SAME SIZE ® REVISIONS TO EXISTING DISTRIBUTION DUCTWORK SYSTEM. PLEASE COMPARE TO AS BUILTS AND MAKE CHANGES AS NOTED. ® CAP DUCTWORK AND DEMO ALL DOINNSTREAM DUCTWORK O DEMO EXHAUST FAN AND ALL ASSOCIATED DUCTWORK • REPLACE EXISTING VAV BOX, AND ADD ASSOCIATED RETURN DUCTWORK. OFFICE 1 221 1 BOOTH/AWNING/ SIT DISPLAY 1 1 201530=67 OCC SCALE 1/8" = 1 OPEN OFFICE OPEN OFFICE 1 220 1 SERVER COPY/ WORK AREA 1 219 1 OPEN OFFICE 1 JANITOR HVAC OFFICE SECOND FLOOR PLAN 12"x12" FROM 1ST FLOOR TO EF-23 ON I:100F (CHASE BY MINERS) WOMENS RESTROOM EF-3 DN TO FIRST FLOOR 354 SF /15=24 OCC. CONF RENCE 1 218 1 MENS RESTROOM OFFICE OFFICE 1 217 ,1 1_ 216 1 OFFICE OFFICE 1 215 8' 12 41 01- DUCtVVORK TO FIRST FLOOR OPEN TRAINING OFFICE ROOM =22 OCC EX ST. OFFICE 1 2 3 1 I CRP CE1/11i4r---1.1411-ZE7 ILDAPR 44 N PP- D 19:27 ,111 fl Lfco co Ci D LO IJ 0 • LIJ 0 IJ 1-- < 0 0 0 0 0 > 0 1— � ( I ) I3. Z 0_ 0 < 0 111 w (1) 0 Lu REVISION O NO DATE ITEM co REV. • Z \ 02/15/08 \ I A 03/18/08 N■ GEN REV. PERM T CENTER Rz. E1VED IIII NW, rx DRAWING DATE: til 02/04/08 LU DWG. BY: AWL CHK. BY: DP JOB NO.: - 80026 DWG. FILE: 80026M3 Nor puniisnEn. ALL RIGHTS RESERVED. THE DRAWING AND spEcIFICATIMS, IDEA% DESIGNS AHD ARRANGEMENTS REPRESENTED THEREBY ARE AHD SHALL REMAIN TIE PROPERTY or EVE- RGREEN REFRIGERATION IM I3 PART TIERETF SHALL BE REPRODUCED, COPIED. ADAPTED. DISC- LOSED OR DISTRIBUTED TO OTHERS, SELL PUB- LISFED no IITHERVISE USED la/ITITLIT THE PRICE WRITTEN (=SENT IF AHD APPPIPRIATC alip•- SATIOH TO EVERGREEN REFRIGERATIllI INC. VISUAL CONTACT WITH TIE ABOVE DRAWINGS IA SpECIFIC- ATKINS SHAM coNsTmiTE CONcLusivE Lwor_oce or ACCEPTANCE or THESE REsTRICTION. M3 0F5 i \ MATCH LINE SEE M5 3"(EX TING) MATCH LINE SEE M5 111(6!) NEW ( 6 ) 1 1151) NEW 1"(21_ NEW G 1-1/2"(32') 1"(5') M NEW 1 = 1 G 7.; - IASE BY GC - 12"x12 - ' UP TO EF 23 1-1/2"(58') „/ NEW 1-1/4" (31') / NEW G RTU-2 _ 1 1 NEW 1 i 1 r i 1 RTU-1 40 TON NEW L. ,L■ 1=1 1-3 IR) =1 II 250 MBTU / 57,000 SF/200 - 285 OCC 1 MANUF. FLOOR [ 137 1 OFFICE SEE M2 AND M3 FOR FLOORPLAN SCALE : 1/16" = 1'-0" HIGHFLYING 1-1/4"(16') NEW G 1"(55') NEW G HVAC WAREHOUSE FLOOR PLAN 111 2-1/2" (EXISTING) 1" 9 NEW NEW 1"(42') I /NEW ( 1 =250 MB r T Li 250 M IR , BTU 1"(6') NEW \, co ri co 0) 0 U.1 (,) NOT PUBLISI-ED ALL RIGHTS RESERVED. THE BRAVING AND SPECIFICATIONS, IDEAS. DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REHADI DE PROPERTYOFEVE RGREEN REFRIGERATION INC. NO PART THEREOF SHALL BE REPRODUCED, COPIED. ADAPTED. DISC— LOSED na DISTRIBUTED TO OTHERS, SOLD. PUB— LISHED OR OTHERVISE usta 1 .4THDJT TIE PRIOR WITTEN CONSENT OF AND APPROPRIATE COWEN— SATDIN TO EVERGREEN REFRIGERATION INC. VISUAL CONTACT VITH THE ABOVE BP-AVMS OR SPECIFIC— ATIONS SHALL CONSTITUTE curicLusrvEEvncr4cF OF ACCEPTANCE OF THESE RESTRICTIONS. aa C7 4 IiJ lJJ 0 z 0 0 1— z 0 0 ck 0 0 0 z z z I < < a. it 0 R- v) t.d w > o 1 — 0 ce En 0 o Z cK Q_ 0 0 < C) •1111111=1 w z REVISIONS NO DATE ITEM A 02/15/08 ENNER REV. L 02/19/08 GAS PIPING A 03/05/08 Scale rev A 03/18/08 GEN. REV. RECE _ CITY OF 71.1KWILA MAR 2 52008 crimi utN II ER DRAWING DATE; 02/14/08 ri DWG. BY: GN CHK. BY: AL/DP JOB NO,: 80026 DWG. FILE: 80026M4— ia] 1-1/4"(58') 7 NEW G 1-1/4" 58' NEW 1-1/4"(12') NEW ri 6M VEIL L 1 3' NEW IR 0 MIDIU 1"(70") NEW IM ( SF) =I 1"(77') NEW -1 1 GE] 1" 77 NEW SHIPPI &RECEIVING I 138 1 , 6,449 SF/200-32 OCC =I 175 MEITU 1 NOTE: =I 175 MBTgj IR 1-8 250 MBTU =I 46 - 1=1----1 IR AN 2-9) 1 = 1 175 MBTU 1 = 1 0 INVENTORY 6700/5000=2 OCC. 1 139 1 L XISIING t, 4 220 CFM OFFICE 138.4 Pe Etirgling.110110—.-A M=N Mir 220 '13 PROVIDE CEILING FAN LOCATIONS WORK TO BE BY OTHERS ( SF ( EF 13 4 \ BUILDING DIVISrofit REVIEWED FOR CODE COMPLLANGF APP Roveco APR 9 04 M4 OF 1 175 MBT 8,987 SF/200=45 OCC 2-6 175 MBTU 1" 5 NEW ( EF I MEMaUMMEIMMIMPO I ATAKE H 1"(57') NEW 175 MB-t-U 2" EXISTING ASSEMBLY 3/4"(46' 3/4"(2') ' 1 134 AREA NEW NEW 17,976 SF/200-90 OCC ( 3' 175 MBTU 1; ED LJ t HVAC WAREHOUSE FLOOR PLAN SCALE : 1/16" = /5\ / MATCH LINE SEE M4 STING) R MATCH LINE SEE M4 P NOTE: NOT PUBLISHED. ALL ROWS RESERVED. THE DRAwING AND SPECIFICATIONS. IDEAS. DESIGNS AND ARRANCENDITS REPRESENTED THEREBY ARE AND SHALL MARI THE PROPERTY OF EVE- RGREEN REFRIGERATION INC. NO PART THEREOF ' SHALL BE REPREmucEn, COPIED. ADAPTED. DISC- LOSED OR DISTRIBUTED TO OTHERS. SELL PUB-. LISIED OR OTHERWISE USED WIDERIT THE PRIOR SMITTEN CONSENT OF AND APPROPRIATE CONPEN7 SATION TO EVERGREEN REFRWERATION Mt VISUAL CONTACT WITH TIM ABOVE DRAWINGS OR &KWIC- ATMS SHALL CONSTITUTE CEINMUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 00 CD CD < < < CI CD 0 F- 0 1— z - 62 Er 0 0 tn 0 z REVISIONS 0 NO DATE ITEM 02/15/08 OWNER REV. 02/19/08 GAS PIPING A 03/05/08 . Scale rev. 03/18/08 GEN. REV. REG E1VED CITY C)FTU KWILA m- 1 4) 9 ch (..,TENTER (.D 1:r DRAWING DATE: ri LU DWG. BY: 02/14/08 GN CHK. BY: AL/DP JOB NO.: 80026 DWG. FILE: 80026M5— PROVIDE CEILING FAN LOCATIONS WORK TO BE BY OTHERS BUILD - 11 • N M5 oF5