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Permit M07-269 - WELLS FARGO
WELLS FARGO 6855 S 180 ST M07 -269 Parcel No.: 3623049095 Address: Suite No: 6815 S 180 ST TUKW Tenant: Name: WELLS FARGO Address: 6815 S 180 ST , TUKWILA WA Owner: Name: FIRST INTER BNK- KIRICLAND Address: WELLS FARGO BANK - 92685 , PO BOX 63931 Contact Person: Name: JESSICA BRADLEY Address: 1932 FIRST AV, STE 408 , SEATTLE WA Contractor: Name: POE CONSTRUCTION Address: PO BOX1838 , AUBURN WA Contractor License No: POECOI *247QZ DESCRIPTION OF WORK: MECHANICAL FOR NEW 12,983 SINGLE STORY BUILDING WITH 5,682 SF ENCLOSED, PARTIALLY COVERED, TRUCK BAY. Value of Mechanical: 410,227.00 Type of Fire Protection: SPFJNKLERS /AFA Furnace: <100K BTU >100X 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 doc: IMC -10/06 Citya 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 MECHANICAL PERMIT EOUIPMENT TYPE AND OUANTITY 0 1 0 0 0 0 0 1 0 0 0 0 0 0 * *continued on next page ** M07 -269 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 720 -7001 Phone: 253 833 -2400 Expiration Date: 05/01/2009 M07 -269 08/05/2008 02/01/2009 Fees Collected: $3,632.11 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 82 Thermostat 14 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 1 Other Mechanical Equipment 0 Printed: 08-05 -2008 Permit Center Authorized Signature: doc: IMC-10 /06 w 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 Number: M0Z -269 Issue Date: 08/05/2008 Permit Expires On: 02/01/2009 Date: 8-- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinance governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulatinc construction or the Aerformance of work. I am authorized to sign and obtain this mechanical permit. Date:816 z Signatur Print Name: ' '� ' 1, rl1 % - CiCk-C\ C This permit shall become n void if the work is not commenced within 180 days from the date of issuance, or if the work is suspender or abandoned for a period of 180 days from the last inspection. M07 -269 Printed: 08 -05 -2008 Parcel No.: 3623049095 Address: 6815 S 180 ST TUKW Suite No: Tenant: WELLS FARGO 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: M07 -269 Status: ISSUED Applied Date: 12/10/2007 Issue Date: 08/05/2008 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 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. 4: Readily accessible access to roof mounted equipment is required. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 14: 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 doc: Cond -10/06 M07 -269 Printed: 08-05 -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 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. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 18: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (MC 606.1, 606.2.1) 19: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 20: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 21: 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) 22: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 23: Local U.L. central station supervision is required. (City Ordinance #2051) 24: 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) 25: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 26: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 27: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 28: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 29: Infrared gas heater sprinkler coverage needs to comply with Section 8.3.2 and Figure 8.3.2.5 of NFPA 13(2007) 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (1PC 901.4) 31: 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) doc: Cond -10/06 M07 -269 Printed: 08-05 -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 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: 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. 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: 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 ** M07 -269 Printed: 08-05 -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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 Date: 31C M07 -269 Printed: 08-05 -2008 Site Address: Tenant Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us S r *' QCW6F - VX\ -N„1; \a Property Owners Name: \l,\Q.\\S �aCa�a Mailing Address: 4 \ irk ete;rws7 Name: 747 x g Mailing Address: \° 'L Shke. "\04i E -Mail Address: - 3 - e SS \CtR G�- nt.[G�Z�rep�� _ C:n►M Company Name: ‘ CAltSkt`k>,c -o,\ Mailing Address: \ 5 \ k \ \ \t t s-1 Contact Person: K .5\p F Cv► E -Mail Address: ;c v \p, C� pc�e c .crock . cks - . CArrt Contractor Registration Number: POECJ \LT/ QZ Company Name: CANci,ck- pt{`ct\i , Company Name: V ct.;c gtieA ksN\ Mailing Address: \i; l Z 5 7 LINA , t _ Contact Person: OWN g c), \Ww,` \\ Q:\Applications'Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Mailing Address: \° 'Z t"r\cs t- It to S %k `tWt Contact Person: KO. y C AAA-- E -Mail Address: (IA) C .ctfS- c1.1- 61\kkerkS W tv . E -Mail Address: & 0,L e..\\X ‘00,( of \c>,,c1.S - eA C ovA Project No, Building Permit No. Permit No. Plumbing/Gas Permit No. Public Works Permit No. (For office use only) 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.: - SC, Z 5 c\ 0 C IS SPOZ1/442 -- City CONTACT PERSON - who do we contact when your permit is ready to be issued State Zip Fax Number: CZ -Cto' 7 — ZR4 q City GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) City ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Y\ tit* City Suite Number: Floor: New Tenant: ❑ Yes El „No \AN State Day Telephone: 2061 720 — loo k \oy Zip State Zip Day Telephone: (3 S7 9 - ZVb Fax Number: (7-53) e 01,- 1$0S Expiration Date: S [0 \107 City State Zip Day Telephone: ( 7 — `ron k Fax Number: (4-0( 7 — State Zip Day Telephone: (VZ5) ZS\— l ?ZZ7 Fax Number: a S) -S \ ° 17V, Page 1 of 6 V BUILDING PERMIT INFORMATION 206 - 431 -3670 Valuation of Project (contractor's bid price): $ - 4 fJ 00 t 000 Existing Building Valuation: $ hg Scope of Work (please provide detailed information): C .p,t\93-1 - kr - �(\y Nnt SSA o,,F . S30 C� �vt,� t� V.c 'a Pane�c�se8. o r k \a. new rack sty . ge? ❑ Yes ®.. No If yes, a separate permit d plan submittal will be required. rovide All Building Areas in Square'Foota elo Interior ddition xis '. VL Tb3 S E. 568Z srr e 6 Will there be PLANNING DIVISION: Single family building footp t (area of the foundation of all structures, plus any decks over 18 inc and overhangs greater than 18 inches) *For an Accessory dwelli . , provide the following: Lot Area (sq ft). ` Floor area of principal dwelling: F r area of accessory dwelling: *Provide doc ; entation that shows that the principal owner lives in one of the dwellings as his or h primary residence. Number of Parkin : . tails Provided: Standard: Compact: Will there be a c ' : nge in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El Sprinklers ® Automatic Fire Alarm Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ None V Handicap: Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If "yes attach list of materials and storage locations on a separate 8 x 11 "paper including quantities and Material Sa ety No ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty' Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU _ Furnace>100K BTU % 1 Evaporator Cooler -- Diffuser $Z. 3 -15 HP /500,000 BTU —^ Floor Furnace Ventilation Fan Connected to Single Duct — Thermostat 15 -30 HP /1,000,000 BTU — Suspended/Wall/Floor Mounted Heater , Ventilation System ..._ Wood/Gas Stove `' 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct _ _., Emergency Generator ` 50+ HP /1,750,000 BTU _ . Repair or Addition to Heat/Refrig/Cooling System — Incinerator - Domestic -- Other Mechanical Equipment .^ Air Handling Unit <10,000 CFM Incinerator – Comm/Ind ..._. Use: Residential: New .... ❑ MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T V Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Z2-7 Scope of Work (please provide detailed information): Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric El Gas..., Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications\Forms- Applications On Lind a -2006 - Permit Application.doc Revised: 9-2006 bh Page 4 of 6 PUBLIC WORKS PERMIT INFORMATION? 20 433 -0179 Scope of Work (please provide detailed information):Jk\atg voaletkpritkl, Io satpx,9 a u kt (;c } Skilkc,,blr Q, Walte- av;.a Sc'�ecr yet v \t tc, goo -k, Sao, comer-AA, vctlet an& Sr r ct 9 341k gkt i-. 51-o( d:.efttwe exu∎vti L hIcg Nkkcl. ky apsisi v et tcm ie . C , 4 : n ,'(gyp acn\ tY try Dyck it 6 t �c) ei1. a m "Vow `pahe\u, \\,;-? (l•,PX.kr rgctnea eR 1.6 si4e5 Call before you Dig: 1- 800 -424 -5555 Water District V...Tukwila ❑...Water District #125 ❑.. Highline Izi...Water Availability Provid ewer District ...Tukwila ❑ .. alVue ❑ .. Renton ...Sewer Use Certificate er Availability Provided Septic System: ❑ On -site Septic System — For on -site septi vstem, provide 2 copies of a current septic de Submitted with A t t lication mark boxes which ..1 ...Civil Plans (Maximum Paper Size — 22" x 3 ...Technical Information Report (Storm Drainage) .. Geotech .. 'al Report ❑ ...Bond ❑ .. Insurance ❑ .. Ease : - nt(s) ❑ .. Main : ance Agreement(s) Proposed Activities (mark boxes that apply): ...Right-of-way Use - Nonprofit for less than 72 hours ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut `b 04 ❑ ...Total Fill k t Water Meter Refund/Billinp: Name: Mailing Address: Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ..Sanitary Side Sewer ❑ ...Cap or Remove Utilities J ...Frontage Improvements ❑ ...Traffic Control ...Backflow Prevention - Fire Protection Irrigation Domestic ter ❑ ...Permanent Water Meter Size.. ❑ .- .Temporary Water Meter Siz ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension. ❑ ...Water Main Extension Public Public FINANCE INFORMA a N Fire Line Size at Prop Line 10 ❑ ...Water ❑ ...Sewer Monthl Service illin to: Name: O .. O .. Q:'ApplicationsWorms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh ndon Septic Tank urb Cut Pavement Cut .. Looped Fire Line ,r 0.. WO # WO # WO # Private Private Number of Public Fire Hydrant(s) 2. 11 ❑ ...Sewage Treatment ❑ .. Renton cattle n approved by King County Health Department. :. Right -of -way Use - Profit for less than 72 hours .. Right -of -way Use — Potential Disturbance ork in Flood Zone Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...DeductWater eter Size 1 " ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Day Telephone: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 BUILDING 0 Signature: Print Name: Mailing Address: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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. Date Application Accepted: VA- tiy ZED AGENT: r'{ 172— IN 4v , 4 i4 Q:Wpplications\Forms- Applications On Line13 -2006 - Pcrmit Application :doc Revised: 9 -2006 bit Day Telephone: 7 24Q 7 City Date: la' b • c7 Wj ° I . X I State Zip Date Application Expires: aZl bo 1 )1 Staff Initials: Page 6 of 6 i uture Type .. tY " ;Future Type s . "! ° Fixture Type: Qty : Fixture .Type , .. < - Qty .. Bathtub or combination bath/shower -" Drinking fo nor water cooler (per �. 'ad) �" Wash fountain — Gas piping outlets Bidet Food -wa grinder, comme 'al '� ' eceptor, indirect aste 1. Clothes washer, domestic — Floo' rain 6 ks 2 Dental unit, cuspidor '-- S . er, single head trap — U '. •Is I. Dishwasher, domestic, with independent drain vatory r Wat•> Closet "'• Building sewer or trailer park sewer Rain water system – per drain (inside building) _ Water ater and/or vent 1 Additional medical gas inlets/outlets – six or more Industrial waste pretreatment interceptor, including its trap and ve • , except for kitchen type grease interceptors t, Y Repair or alteration of water piping and/or water treating equipment Repair or . t teration of drainage r vent piping "" Medical gas piping system serving one to five inlets/outlets for specific gas Uft PLUMBING AND GAS PIPING PERMIT INFORMATION -206- 431 -3670' PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 7 rti Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration ber: Expiration Date: Valuation of Plumbing work (con : ctor's bid price): $ k 5 TO b Valuation of Gas Piping work (contr..tor's bid price): $ Scope of Work (please provide detaile. `+formation): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): tk " Utility Purveyor: Water: �L j Sewer: Indicate type of plumbing fixtures and/or gas piping Q:'Applications \Forms - Applications On Line\3 -2006 - Permit Application.dgc Revised: 9 -2006 bh lets ng installed and the quantity below: Page 5 of 6 Parcel No.: 3623049095 Address: 6815 S 180 ST TUKW Suite No: Applicant: WELLS FARGO Receipt No.: R08 -02847 Initials: WER User ID: 1655 Payee: CRAFT ARCHITECTS Payment Check Payment Cash 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 TRANSACTION LIST: Type Method Descriptio Amount 3638 MECHANICAL - NONRES 000/322.100 PLAN CHECK - NONRES 000/345.830 RECEIPT 3,632.00 .11 Account Code Current Pmts 2,911.69 720.42 Total: $3,632.11 Permit Number: M07 -269 Status: APPROVED Applied Date: 12/10/2007 Issue Date: Payment Amount: 53,632.11 Payment Date: 08/05/2008 01:14 PM Balance: $0.00 doc: Receipt -06 Printed: 08 -05 -2008 COMMENTS. 6 / 'ig / 34(14z/ , 4 ' C ?. 747'° "e!--47M4 K' Date Called: d Special Instructions: aA 4 am. Requester: Phone No: 7 3 - ' - S ( Project: W S ( 6 Type of Inspection: r;nif ,t(e-cA , Address: (0X I5 3 ,d_ 1Yo .- Date Called: Special Instructions: Date Wanted: am. Requester: Phone No: 7 3 - ' - S ( fVl0'7 -2 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA iBUILDING DIVISION 6300 Southcenter Blvd., #160, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval.-p_ ate. 'Inspector: 41/ IDat r 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: COMMENTS: G a Type ofjnsp � pJ .D / A-. p jr P. ".c- k /e, ict. -IL-1,-e)-.§ ir. 1 . /-1-4.0 -e kr-P is . _ ^- Date Wanted 3 Z �(� /y r , 1- f /c _s A-1. -C Requester: Phone N�9 33 $ 5 ( 4 Project: , a / ( , ( G a Type ofjnsp � ` Address: Date C alle d: � a Special Instructions: 0 3 2 5 3 / 0 % A /t'k U t 1 S ("M 15 Date Wanted 3 Z �(� ,-- . p.m. Requester: Phone N�9 33 $ 5 ( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Mo'7 /Z61 Corrections required prior to approval. 1 Date e_ 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: Project: We //j �Lj /1 Type of Inspection: Dl /('% / Address:_ /Q C> / S /uo s Date Called: Special Instructions: Date Wanted: {gym,' Requester: Phone No: c CG- C /7 -/ 72t/ Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit ma7 249 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Ins • ctor: Dale: L-- $ 7i 0 REINSPECT! N FE REQUIRED Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. J Rec - ' .t No.: I Date: projectli dt -,4.-.rG Type of Inspection: Address: ate fled; n v(5 Sow 1h Special Instructions: s, Date Wanted: a.m. 1_2 — v1 / Requester: Phone No: 753 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. v (206)431 -3670 Corrections required prior to approval. COMMENTS: 'inspect Date: 0 1 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: COMMENTS: Type of Inspection: g Ac h - 1/v Address: 6g/6 S ?6O s1L Date Called: ,' I'• A / ?I ?o'H -i /c P llA /l4% D/e- zl) rAzsziz -o _ r�A•w y /A> /i 16 - .,t ,.- /'# Project: (,tl(I g i / - 9 ( 6 6 Type of Inspection: g Ac h - 1/v Address: 6g/6 S ?6O s1L Date Called: Special Instructions: Date Wanted: / — 6 ' -67 Z Requester: Phone No: 3 -26/ -Ogg q INSPECTION NO. Approved per applicable codes. pt No.: INSPECTION RECORD Retain a copy with permit P107-26, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206)431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 orrections required prior to approval. Date: 60. .,i REINSPECTION FEE QUIRED. P or to inspection, f= - must be pa at 6300 Southcenter Blv. Suite 1 Call to schedule einspection. !Date: COMMENTS: Type of Inspection: M eGr-E Address: 60/5 S. /fro sr Suite #: Contact Person: Special Instructions: Phone No.: Permits: Occupancy Type: S r u tC CL St- 17 M- 0 V— F e), - 0I L--- GEN ERA -u — --, m E--4 (, . L I H TL N (-) -- 0 IL - T - tom U IL - "Pew c4 i N to $ L. 0 6 6l1PT A %Peke o v 4 t__ Project: WEL Fr -4-Go Type of Inspection: M eGr-E Address: 60/5 S. /fro sr Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 4 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 M o 1 - 2_69 Dad . y S o�c PERMIT NUMBERS CITY OF TUKWILA FIRE QEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. T.F.D. Form F.P. 113 1AJ i&t /51 Z Date: ,5p3101 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location SP' HP /BHP Flow Control Location of Service 206.720.7001 JUN 2 I 2003 RECEIVEL JAN 11 2008 PERMIT CENTE Fan Equipment Schedule C ��j� -�?j1 us��lvI�f Capacity Btu /h Total CFM Equip. ID Brand Name' Model No. CFM SP' HP /BHP Flow Control Location of Service 206.720.7001 JUN 2 I 2003 RECEIVEL JAN 11 2008 PERMIT CENTE Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA i'fm or EccicrODEittleMprITIAPWF "‘C"V1tVVLL! APPROVED ruR Efficiency' Applicant Address: 1932 First Ave., Suite 408, WA 98101 Applicant Phone: 206.720.7001 JUN 2 I 2003 City Of Tukwiid Project Info Project Address bells Fargo Bank - CV Operations Date 1/10/2008 XXX Sperry Dr. For Building Dept. Use Tukwila, WA Applicant Name: Craft Architects Applicant Address: 1932 First Ave., Suite 408, WA 98101 Applicant Phone: 206.720.7001 Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. El Includes Plans rf- INCOMPLETE LTR# FILE' COP If • � 11 ...T n Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Revised July 2007 Compliance Option O Simple System ® 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. 'If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. 4 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: Constant vol? Split system? D Air cooled? Packaged sys? <20,000 Btuh? U Economizer included? If Heating Only: fl <5000 cfm? fl <70% outside air? 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. ( START ) Simple System _1 Allowed (section 1420) otal Ca . wo economize <240,000 Btuh or 10 %? Heating Only Yes — Yes* ( Reference Section 1421 Heating /Cooling or Cooling Only Yes Yes C Reference Section 1423 Yes Yes 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. RECEIVEL} JAN 11 2008 PERMIT CENTEk Mechanical Permit Plans Checklist MECH -CHK 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address wells Fargo Bank - CV operations IDate 1/10/2008 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.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401.1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M2.0 n. a . 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M2. o yes 1412.2 Deadband control Indicate 5 degree deadband minimum M0.0 n • a . 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 dill. day types specs yes 1412.4.1 Dampers Indicate damper location and auto. controls & max leakage yes 1412.4.2 Optimum Start Indicate optimum start controls Specs n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M2.0 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas yes 1422 Thermostat interlock Indicate thermostat Interlock on plans M2.0 yes 1423 Economizers Equipment schedule Mo .1 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule specs n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance n. a. 1413.3 Integrated operation Indicate capability for partial cooling n. a. 1413.4 _Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary specs yes 1414.2 Duct insulation Indicate R - value of insulation on duct Specs n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements n. a. 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M2.0 yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training Specs n. a. 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report no 1434 Separate air sys. Indicate separate systems on plans I yes Mechanical Completed and attached. Equipment schedule with types, 'Summ Form l input/output, efficiency, cfm, hp, economizer I SERVICE WATER HEATING AND HEATED POOLS (Sections 1440.1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off n.e. 1443 Pipe Insulation Indicate R -value of insulation on piping RECEIVED RECEIVED n.e. 1452 Heat Pump COP Indicate minimum COP of 4.0 a. 1452 Heater Efficiency Indicate pool heater efficiency JAN 1 1 1008 n. a. 1453 Pool heater controls Indicate switch and 65 degree control CI1MIT CCNTCT n. e . 1454 Pool covers Indicate vapor retardant cover F n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover •vv .• m I vtotc rw. a 6aruG111,101 VVuC %./U1111./1101 a.e rut III LVV• .r...11111U11, us/Ill OJIU01111.1 1..1 IGIl y VVU6 VVI I IIJIIQI 1L,6 rIM iii Mechanical Permit Plans 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 (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 less than the following: 1411.4 Packaged Electric Heating and Cooling 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 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 retum 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 economi 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 'o' 2. Static pressure: 2 inches to 3 inches; seal all t longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse jpi rit s fllo� g i 20 i 0 8 seams and duct wall penetrations. Will 1 LUtJ�J Duct tape and other pressure sensitive tape shall not be used as the rims sealant where ducts are designed to operate at static preig f "`ic� 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 LVV• .r...11111U11, us/Ill OJIU01111.1 1..1 IGIl y VVU6 VVI I IIJIIQI 1L,6 rIM iii Mechanical Permit Plans 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 (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 less than the following: 1411.4 Packaged Electric Heating and Cooling 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 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 retum 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 economi 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 'o' 2. Static pressure: 2 inches to 3 inches; seal all t longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse jpi rit s fllo� g i 20 i 0 8 seams and duct wall penetrations. Will 1 LUtJ�J Duct tape and other pressure sensitive tape shall not be used as the rims sealant where ducts are designed to operate at static preig f "`ic� 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, Mechanical - Complex 2006 Washington State Nonresidential Energy Code Compliance Systems Checklist MECH -COMP Forms Revised July 2007 Project A meals Fargo Bank - CV Operations Date 1/1 0 /2 0 0 8 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY no 1431.1 Field assem. sys. Provide calculations yes 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans M 2.0 yes 1432.2.1 Air system reset Indicate automatic reset Specs n.a. 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves yes 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. specs n. a . 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized n. a 1434 Separate air sys. Indicate separate systems on plans Yes 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified Specs n. a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency specs n. a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules n.a. 1439.1 Kitchen Hoods Indicate uncooled and unheated make-up air n.a. 1439.2 Fume Hoods Indicate VAV, unheated/uncooled or heat rec. makeup If "no" is circled for any question. provide explanation: �..., .... ,,,,,..,,, . Moe y .,.,,,.,,,.,,,.., , ,,,, Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here Section 1411.1 Equipment Efficiency Shall Meet Tables 14 -1A through 14-1G as/Oil Fuma input >_ 225,000 uh or Gas/O I Heat Section 1432.2.2 Hot VVater Supply Temperature Reset Required Yes l 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input >_ 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required Yes Tit 1411.1 0.75% Maximum Jacket Loss Yes 4 Section 1431.1 Calculations of Total On-Site Energy Input & Ouput Required (continued on back) Yes Section 1432.2.1 Supply Air Reset Controls Required r JAN 112008 PERMIT CENTEf, Mechanical - Complex Systems (back) MECH -COMP 2006 Washington State Nonresidential Energy Code Compliance Forms wvv ..caOlmry*a+n wt.*. U wnrOJNJGIINQ1 arcryy ■vuc vvnrynOIn.c FIJI II 0% Air Econ Provided? Section 1413 Water Cooled w/Water Econo? otal Clg Capacity w/ Water Econo 500 Tons pply Air >5,0 cfm&OSA> 70% otor Incl. qpmt. Coved by Tb114- 1A -14- 1G? ER 10% Better than Code Section 1436 50% Effective Heat Recovery Required Multi -speed Motor in Muffl- ed system? Yes Yes Yes Yes No 0 DONE No Yes. Yes; tal Cap. cono 4= 480,00 Btuh or 20% of otal Cap. Yes Yes Yes Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air 0 No stem or Zon w/ Simultaneous Htg. & Clg.? Section 1433 Economizer Required Yes Section 1437 Motors Must Meet Efficiencies in Table 14-4 Yes Section 1438 Variable Flow Devices Required Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes Revised July 2007 RECEIVED JAN 11 2008 PERMIT CENTEI inlet Size cfm Range D F G H I. M W PESV AESV DESV EESV 4 0-225 3% 1' %. 2% 7% 8 15% 5% 12 5 0 -350 4 %. 1% 2'/. 7'/. 8 15% 5''. 12 6 0 -500 5% 1% 2% 7% 8 15% 3% 12 7 0 -650 6'/. %. 1% 7% 10 15% 3% 12 8 0 -900 7% V. 1% 7% 10 15% 3% 12 9 0 -1050 8% - - 5% 12% 15% 3% 14 10 0 -1400 9'/. - - 5% 12% 15% 3% 14 12 0 -2000 11% - - 5 %. 15 15% 3% 16 14 0 -3000 13% - - 3 %. 17% 15'% 3% 20 16 0-4000 15% - - 3 %. 18 15% 3'/. 24 24x16 0 -8000 23% - 15'' /e '1. 1% 5% 18 15 3% 38 0 rgle %Dual; D uct Terminals • Single Duct • Description ESV • Basic Unit with Controls Models: PESV • Pneumatic PESV DESV AESV EESV EESV • Electric AESV • Analog Electronic DESV • Digital Electronic H w Multi -Point Center Averaging Velocity Sensor L F 4W" F I L Pneumatic Actuator 12/." DESV Control Cover (optional) Thermostat & 20 psi Main Air Connections for Y." Dia. Tubing Control Enclosure All dimensions are in inches. iii, Ac 10" • Standard AeroCross' multi -point center averaging velocity sensor (except EESV). • Standard dual density insulation. • Standard 22 -gauge casing with slip and drive discharge connection. • Controls supplied by TITUS are factory calibrated for a quicker start -up. Fr Slip and Drive Cleat Connection Titus slip Clea Connection KtVItVV U t`CJR CODE COMPLIANCE APPROVED JUN 2 2008 City Of Tu - BUILQI MISIION RECEIVED CITY OF TUKVVILA MAY 2 3 2008 PERMIT CENTER CORRECTION LTR# AA- 214 inlet Size Casing Leakage, 0.5" APs elm 1.0" APs 0.25" APs 4.5, 2 3 3 7,8 3 3 5 9, 10 3 4 6 12 4 5 7 14 4 6 9 16 5 7 10 Inlet Size Damper Leakage elm 1.5" APs 3.0" APs 6.0" APs 4, 5, 6 4 5 7 7,8 4 5 7 9,10 4 5 7 12 4 5 7 14 4 6 8 16 5 7 . 9 Q eLuua to ESV Single Duct Design Features Leading the Industry: The TITUS Single duct terminals are the fundamental building blocks for a variable air volume (VAV) system. Their primary function is to regulate airflow to a zone, in response to zone temperature requirements. The TITUS ESV is unique as it incorporates many design features that increase performance, decrease installation and service cost and offers increased value, over and above this basic function. Casing Leakage Here are more reasons to specify and select the TITUS ESV: TITUS innovation carries through the widest array of standard single duct terminal configurations. ETL listed electric coils, manufactured by TITUS, are installed, wired and functionally tested as an integral unit before shipment for quicker, trouble -free job -site installation. Multiple outlets with standard locking balancing dampers and integral attenuators are also available. TITUS continues to offer the most innovative and popular lining alternatives for special applications including Fibre -Free; the Industry benchmark Steri -Loc; and the premium double wall liner, UltraLoc. Fibre - Free eliminates the requirement for foil linings and solid inner liners . since there is no fiberglass in the airstream. Additionally, Fibre -Free minimizes mold growth since it holds no moisture, is acoustically preferable to foil or solid metal linings and maintains acceptable thermal protection. All of these benefits are available at a competitive price and significantly less than solid metal liners. ngle`:Duct •Design. Features ESV Single Duct VAV Terminal All VAV terminals are not equal! By specifying the TITUS ESV, you are assured of accurate, ARI Certified performance ratings. All units are tested, and data shown, in accordance with ARI Standards. A wide selection of unit configurations, accessories and control types provide considerable scope for problem solving and cost- effective innovation. Damper Leakage Steri provides a smooth, nonporous skin to guard against mold and bacteria growth. Erosion is eliminated, as there is no glass fiber exposure to the airstream. It has reinforced surfaces that can be wiped down. Steri - Loc adds the feature of a very high density, rigid insulation and special - Z - Strip" construction for an extremely rigid terminal. Sound levels are generally superior to dual wall construction, while offering virtually identical levels of protection. TITUS - experts in DDC zone control! With a detailed understanding developed through years of selling and supporting the powerful TD1 digital controller, TITUS has industry leading experience in the application of Direct Digital Control (DDC) to terminals. This same expertise is made available when your project requires quality engineering, coordination and manufacturing for factory mounting when controls are supplied by others. Count on TITUS - the industry leader in VAVI 4Titus The ESV's compact size and easy access for service saves time and expense in installation. The ESV fits easily in cramped mechanical spaces, either in new building construction or retrofit. Building owners will benefit from the energy efficient low leakage design, reducing utility expenses. Control accuracy, especially at minimum flow rates, is easier to achieve with a TITUS multi -point inlet velocity sensor. Control accuracy is critical in maintaining good air quality reducing energy waste. The ESV's standard insulation is a dual density liner. The skin resists abrasion and erosion from air movement. The body maximizes thermal and acoustical performance. The TITUS single blade damper design helps reduce noise levels too, for a quieter work environment. *Tit us Unique integral fold fabrication method increases lining and casing integrity and minimizes leakage. Standard insulation is 1/2 dual density, to resist erosion at surface velocities up to 5,000 fpm. Meets requirements of NFPA 90A and UL181. Beaded Inlet for consistent roundness and low leakage construction, sized to fit standard round duct. Flow measurement taps included when velocity sensor Is provided, for easy balancing connections. AeroCrossru multi - point, center averaging sensor amplifies flow signal for best control of low flow rates. Center averaging feature provides signal accuracy regardless of Inlet duct configuration. Damper design provides smoother airflow for reduced sound levels and lower leakage. DetrinE' damper bearings provide smoother damper operation. Field convertible linkage (pneumatic controls) allows NO or NC damper position without actuator removal. Cast position indicator on damper shaft for easier monitoring of damper position. Shaft Is / -Inch diameter for compatibility with almost any actuator design. Sheet metal cover protects pneumatic velocity controller (optional), i:.+ l.... F+ t': n. cs.:: La4.. w: iv,^:...✓.. i�la�na ?� ..%G>. l.:.l'.w .- ...�:k..i `n aj P�-. rL*:.... �..+ t _ �.�.�%.Z.c........2.,_....'� Nwt .e......._w :.i..f.Clw - �.. ...- n._..1./ • 2 �..�...�..� .._.�v�i +e�.a.•wa..v._GVet Fibre -Free is an ideal IAQ insulation providing acoustical and thermal characteristics of fiberglass insulation without the concern of fiberglass in the airstream. NEMA 1 control enclosure available for protection of electronic controls. Double backplane construction for strength and easier control installation, with no exposed screw tips for safe handling. UL Class II transformers and disconnect switches available installed for use with any electronic control configuration. Multiple knockouts In sizes from 7 /1s -inch to 1 r/s -inch to accommodate almost any field connection requirement. DESV Optional Fibre -Free and reinforced sealed skin of Steri-Loc and metal lined UltraLoc lining guard against environments favoring bacteria and mold growth. Meets UL 181 and NFPA 225 (25/50). Q Q ,ual {duct T ermina ls Suggested Specifications ESV Basic Unit See Section S for control specifications. 1. Furnish and install TITUS Model (P)(A)(D) ESV single duct, variable air volume terminals of the sizes and capacities shown in the plans. 2. Terminals shall be certified under the ARI Standard 880 Certification Program and carry the ARI Seal. Noncertified terminals may be submitted after testing at an independent testing laboratory under conditions selected by the engineering consultant in full compliance with ARi Standard 880. These tests must be witnessed by the engineering consultant with all costs to be borne by the terminal manufacturer. Testing does not ensure acceptance. 3. The terminal casing shall be minimum 22 -gauge galvanized steel, internally lined with % -inch dual density insulation which complies with UL 181 and NFPA 90A. All exposed insulation edges shall be coated with NFPA 90A approved sealant to prevent entrainment of fibers in the airstream. The discharge connection shall be slip and drive construction for attachment to metal ductwork. The casing shall be constructed to hold leakage to the maximum values shown in the Casing Leakage table. 4. The damper shall be heavy gauge steel with shaft rotating in Delrin® self - lubricating bearings. Nylon bearings are not acceptable. Shaft shall be clearly marked on the end to indicate damper position. Stickers or other removable markings are not acceptable. The damper shall incorporate a mechanical stop to prevent overstroking and a synthetic seal to limit close -off leakage to the maximum values shown in the Damper Leakage table. 5. Actuators shall be capable of supplying at least 35 -inch lbs. of torque to the damper shaft and shall be mounted externally for service access. Terminals with internal actuator mounting or linkage connection must include gasketed access panel, removable without disturbing ductwork. Casing with access panel shall be constructed to hold leakage to the maximum values shown in the Casing Leakage table. tngieDuct ! Specifications 6. At an inlet velocity of 2000 fpm, the minumum static pressure required to operate any terminal size shall not exceed 0.13 -inch wg for the basic terminal. 7. Sound ratings for the terminal shall not exceed NC at static pressure. Sound performance shall be ARI certified. Accessories Hot Water Reheat Coils 1. Hot water reheat coils shall be enclosed in a minimum 20 -gauge galvanized steel casing with slip and drive construction for attachment to metal ductwork. Coils shall be factory installed on the terminal discharge. Fins shall be rippled and corrugated heavy gauge aluminum, mechanically bonded to tubes. Tubes shall be copper with minimum wall thickness of 0.016 -inch with male solder header connections, Coils shall be leak tested to 300 psi with minimum burst pressure of 1800 psi at ambient temperature. Number of coil rows and circuits shall be selected to provide performance as required per the plans. Coil performance data shall be based on tests run in accordance with ARI Standard 410. Electric Reheat Coils (Available on pressure independent terminals only) 1. Electric coils shall be supplied and installed on the terminal by the terminal manufacturer. Coils shall be ETL listed. Coils shall be housed in an attenuator section integral with the terminal with element grid recessed from unit discharge a minimum of 5 inches to prevent damage to elements during shipping and installation. Elements shall be 80/20 nickel chrome, supported by ceramic isolators a maximum of 3.5 inches apart, staggered for maximum thermal transfer and element life and balanced to ensure equal output per step. The integral control panel shall be housed in a NEMA 1 enclosure with hinged access door for access to all controls and safety devices. 2. Electric coils shall contain a primary automatic reset thermal cutout, a secondary manual reset thermal cutout, differential pressure airflow switch for proof of flow, and line terminal block. *Titus Unit shall include an optional integral door interlock type disconnect switch that will not allow the access door to be opened while power is on. Non - interlocking type disconnects are not acceptable. All individual components shall be UL listed or recognized. 3. (Optional) Electric coils shall include line fusing, mercury contactors mounted and wired within the control enclosure. Optional Lynergy Electric Heat 1. Proportional electric coils shall be supplied and installed on the terminal by the terminal manufacturer. Coils shall be ETL listed. Coils shall be housed in an attenuator section integral with the terminal with element grid recessed from unit discharge a minimum of 5 inches to prevent damage to elements during shipping and installation. Elements shall be 80/20 nickel chrome, supported by ceramic isolators a maximum of 3% inches apart, staggered for maximum thermal ' transfer and element life, and balanced to ensure equal output per step. The integral control panel shall be housed in a NEMA 1 enclosure with hinged access door for access to all controls and safety devices. 2. Electric coils shall contain a primary automatic reset thermal cutout, a secondary replaceable heat limiter per element, differential pressure airflow switch for proof of flow, and line terminal block. Coil shall include an integral door interlock type disconnect switch, which will not allow the access door to be opened while power is on. Non - interlocking type disconnects are not acceptable. All individual components shall be UL listed or recognized. 3. Heaters shall be equipped with a Lynergy Comfort Controller to control heater coil firing. The control panel shall include an interface to control heater coil firing in proportion to the ATC signal. The ATC signal shall connect to low voltage universal signal interface circuitry supplied and installed by the terminal manufacturer. The universal interface shall allow at least the following seven interface options without additional interface circuitry. Inlet Size Casing Leakage, cfm 0.25 "APs 0.5 "APs 1.0" APs 4,5,6 2 3 3 7,8 3 3 5 9, 10 3 4 6 12 4 5 7 14 4 6 9 16 5 7 10 Inlet Size Damper Leakage, cfm 1.5" APs 3.0" APs 6.0" APs 4,5,6 4 5 7 7, 8 4 5 7 9,10 4 5 7 12 4 5 7 14 4 6 8 16 5 7 9 *Tit us Suggested Specifications (continued) Optional Lynergy Electric Heat (continued) 3, ATC equipment providers with 0 -20mA or 4 -20mA signals shall supply and install a suitable dropping resistor to convert the current signal to a 0 -10VDC signal or 2 -10VDC signals: • PWM heat • 2 stage heat • 0 -10V / 0 -20mA • 2 -10V /4 -20mA • Incremental T -stat • Binary • 3 point floating 4. A downstream air temperature limit and control shall be automatically invoked by adding a downstream air temperature sensor. When invoked, the downstream air from the heater shall not exceed an adjustable maximum temperature set point. When the ATC's call for heat is less than 100%, the heater shall control the downstream air temperature to a point In proportion to the span between the heater's probable entering air temperature and the maximum air temperature set point. Optional Standard SCR Electric Heat 1. Proportional, modulating electric coils shall be supplied and installed on the terminal by the terminal manufacturer. Coils shall be ETL listed. Coils shall be housed in an attenuator section integral with the terminal with element grid recessed from unit discharge a minimum of 5 inches to prevent damage to elements during shipping and installation. Elements shall be 80/20 nickel chrome, supported by ceramic isolators a maximum of 3.5 inches apart, staggered for maximum thermal transfer and element life, and balanced to ensure equal output per step. The integral control panel shall be housed in a NEMA 1 enclosure with hinged access door for access to all controls and safety devices. 2. Electric coils shall contain a primary automatic reset thermal cutout, a secondary manual reset thermal cutout, proportional electronic airflow sensor for proof of flow, and line terminal block. The proportional electronic airflow sensor shall be totally independent of the duct static pressure and shall adjust the heater capacity according to the available airflow. The heaters shall deliver maximum heating when needed with normal minimum airflow, reduce heating with lower than minimum airflow and stop heating with no airflow. Unit shall include an integral door interlock type disconnect switch which will not allow the access door to be opened while power is on. Non - interlocking type disconnects are not acceptable. All individual components shall be UL listed or recognized. 3. Heaters shall be equipped with a proportional SCR controller to modulate the heater load according to the temperature control signal. The electronic controller shall be compatible with the following Input signals: • Variable voltage signal 0-10 VDC • Pulse width modulation AC or DC Fibre - Free Liner (Substitute the following paragraph 3 for paragraph 3 in the ESV Basic Unit Specification.) 3. The terminal casing shall be minimum 22 -gauge galvanized steel, internally lined with engineered polymer foam insulation which complies to UL181 and NFPA 90A. Insulation shall be 1% pound density, closed cell foam. Exposed fiberglass is not acceptable. The insulation shall be mechanically fastened to the unit casing. The casing shall be constructed to hold leakage to the maximum values shown in the Casing Leakage table. Casing Leakage Ingle /Dltaat Terminais Damper Leakage Steri -Loc Liner (Substitute the following paragraph 3 for paragraph 3 in the ESV Basic Unit Specification.) 3. The terminal casing shall be minimum 22 -gauge galvanized steel, internally lined with a non- porous, sealed liner which complies with UL 181 and NFPA 90A. Insulation shall be 4 lb. density. All cut edges must be sealed from the airstream using mechanically bonded metal barrier strips. Liners made of Mylar, Tedlar, Silane or woven fiberglass cloth are not acceptable. Insulation shall be equivalent to TITUS Steri -Loc or double wall lining is acceptable. The casing shall be constructed to hold leakage to the maximum values shown in the Casing Leakage table. UltraLoc Liner (Substitute the following paragraph 3 for paragraph 3 in the ESV Basic Unit Specification.) 3. The terminal casing shall be minimum 22 -gauge galvanized steel. The units shall be lined with 1 -inch thick matte faced insulation, meeting UL 181 and NFPA 90A, enclosed between the unit casing and a non - perforated internal 22 -gauge sheet metal cover extending over the fiberglass insulation, as well as covering the liner cut edges. The discharge connection shall be slip and drive construction for attachment to metal ductwork. The casing shall be constructed to hold leakage to the maximum values shown in the Casing Leakage table. t C&ti 0 rY -4 Z 0 Q le %Dua uct Terminals • Single Duct • Specifications Model Number Specification X Model Single Duct Variable Volume ESV P Pneumatic E Electric A Analog Electric D Digital Electric X X 1 No nlet Sensor 3 AeroCross Sensor Example: AESV 3120R 16 Analog electronically controlled single duct variable volume terminal, with multi -point sensor, integral attenuator, Steri- Loc'"" lining, right hand controls, 16' inlet size. Base Unit with Integral Attenuator with Electric Coil Attenuator Section X 0 Standard'' / :" 1 1" 2 Steri-LocTM 4 UltraLoc 6 No Liner 9 Fibre -Free Lining Type Casing Conti • uration OR Right Hand OL Left Hand XXX inlet Size (specify) *Titus 58 Co m m ex i+ Z. CTHN- SERIES INSTALLATION, OPERATION AND SERVICE MANUAL SECTION 14: OUTSIDE COMBUSTION AIR SUPPLY IMPORTANT: If the building has a slight negative pressure or corrosive contaminants (such as halogenated hydrocarbons) are present in the air, an outside combustion air supply to the heater is required. Seal all combustion air pipe joints. Use of optional outside combustion air is not 14.1 Length Requirements Follow the constraints listed on Page 51, Section 12.5. 14.2 Vertical Non - Pressurized Outside Air Supply for Single Heater Installation recommended with unvented heaters. The air supply duct may have to be insulated to prevent condensation on the outer surface. The outside air terminal must not be more than 1' (31 cm) above the vent terminal. Description Vent Cap 4" (10 cm) Part Number 90502300 4" (10 cm) Single Wall Pipe Vent Cap Band Clamp (Recommended) 14.3 Horizontal Non - Pressurized Outside Air Supply for Single Heater Installation Vent Cap Description Vent Cap 4" (10 cm) Part Number 90502300 4" (10 cm) Single Wall Pipe Flex Hose (Recommended) Band Clamp (Recommended) Burner January 12, 2009 Chris Thome, AIA, NCARB Craft Architects 1932 First Ave, Ste 408 Seattle, WA 98101 RE: Request for Extension Mechanical Permit No. M07 -269 Wells Fargo — 6815 S 180 St Dear Mr. Thome, This letter is in response to your written request for an extension to Permit Number M07 -269. The City of Tukwila Building Division will be not be extending this permit since an inspection has been conducted and automatically extended your permit expiration date to July 5, 2009. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, 'fer shall it Technician File: Permit No. M07 -269 Department of Community Development Jack Pace, Director P:\Pemut Center\Extension Letters \Denials\M07 -269 Pemut Extension Denial.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 431 - 3670 • Fax: 206 - 411 - . 3665 1 C architects January 5, 2009 Dear Jennifer: RECEIVED JAN 0 6 2009 0kyr, f Jennifer Marshall, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 We received your notice dated January 2, 2009 stating our permit #M07 -269 will expire on February 1, 2009 unless we schedule an inspection or final inspection by the Tukwila Building Department prior to February 1, 2009. We would like to extend the mechanical permit #M07 -269 at this time. The project is currently under construction at 6815 South 180 Street in Tukwila. The project is scheduled to be completed before April 2009. A mechanical inspection request for the mechanical ductwork is being called into the Inspection Request line today per the contractor. If you have any questions regarding our permit #M07 -269, please feel free to contact me at (206) 720 -7001 or cthomeRcraftarchitects.com. Chris Thome, AIA, NCARB Senior Project Manager .4)-44-141-146A-- 6 oil gl(D 1932 First Avenue, Suite 408, Seattle, Washington 98101 Phone 206.720.7001 Fax 206.720.2949 01 -02 -2009 JESSICA BRADLEY 1932 FIRST AV, STE 408 SEATTLE WA 98101 RE: Permit No. M07 -269 6815 S 180 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/01/2009 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall Pe 't Technician xc: Permit File No. M07 -269 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 07 -29 -2008 JESSICA BRADLEY 1932 FIRST AV, STE 408 SEATTLE WA 98101 RE: Permit Application No. M07 -269 6815S180STTUKW Dear Permit Applicant: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 12/10/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 09/04/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 09/04/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall t Technician Permit File No. M07 -269 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 - 3670 • Fax: 206 - 431 - 3665 May 23, 2008 Chris Thome Craft Architects 1932 First Ave, Ste 408 Seattle WA 98101 RE: Request for Permit Application Extension Development Permit Application No. D07 -452 Mechanical Permit Application No. M07 -269 Plumbing/Gas Piping Application No. PG07 -333 Wells Fargo — 6815 S 180 St Dear Mr. Thome: This letter is in response to your written request for an extension to Permit Application Nos. D07 -452, M07 -269, and PG07 -333. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the original application expiration date (through September 4, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fifer Marshall it Technician Department of Community Development Jack Pace, Director City of Tukwila File: Permit No. D07 -452, M07 -269, & PG07 -333 triof P:\Pennit Center\Extension Letters\Pemit Applications\2007\D07- 452+ Application Extension.doc jam Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 14, 2008 Bob Benedicto, Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Re: Wells Fargo CV Operations Project #: 746.00 Dear Mr. Benedicto: We received written notice from Ms. Jennifer Marshall dated May 8, 2008 stating our permit applications #D07 -452, #PG07 -333, and #M07 -269 were approaching 180 days since initial submittal and would expire on June 7, 2008. We would like to request an extension for the referenced permit application at this time. We are currently waiting for review comments from public works and planning, along with a "Revision Submittal Sheet ", to be forwarded to us so we can re- submit Correction Letter #2 ( #D07 -452). We have Correction Letter #2 ( #M07 -269) ready to submit, but cannot submit without approved structural joist designs per Mr. Dave Larson's request with Correction Letter #1 (M07 -269) We are expecting the joist shop drawings to be available the week of May 19 -23, 2008. We resubmitted Correction Letter #1( #PG07 -333) on April 22, 2008 and are waiting to hear back concerning any additional comments. We have a contractor ready to start construction on the project as soon as all applicable permits are approved and issued. If you have any questions regarding our permit applications #D07 - 452, #M07 - 269, or PG07 - 333 please feel free to contact me at 206.720.7001 or cthome(a.craftarchitects.com. Chris Thome, AIA, NCARB Senior Project Manager 0/K db J 9� dar o6// Exe vy1-! ollot-ttit 1932 First Avenue, Suite 408, Seattle, Washington 98101 Phone 206.720.7001 Fax 206.720.2949 05 -08 -2008 JESSICA BRADLEY 1932 FIRST AV, STE 408 SEATTLE WA 98101 Dear Permit Applicant: Sincerely, xc: fer Marshall 't Technician Permit File No. M07 -269 fto RE: Permit Application No. M07 -269 6815 S 180 ST TUKW Thank you for your cooperation in this matter. C City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 12/10/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 06/07/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 06/07/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 6, 2008 Jessica Bradley 1932 First Avenue, Suite 408 Seattle, WA 98101 RE: CORRECTION LETTER #2 Mechanical Permit Application Number M07 -269 Wells Fargo — 6855 South 180 Street Dear Ms. Bradley, This letter is to inform you of corrections that must be addressed before your mechanical 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: Dave Larson, at 206 431 -3678, if you have questions regarding the attached memo. 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 throuj"h the mail or by a messenger service. If you have any questions, please contact me at (206) 431 - 3670. Sincerely, Brenda Holt Permit Coordinator encl City of Tukwila - u- xc: File No. M07 -269 Department of Community Development Jack Pace, Director P:\Pemnt Center\ Correction Letters \2007 N07 -269 Correction Ur #2.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: May 1, 2008 Project Name: Wells Fargo Permit #: M07 -269 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior 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 1 lx17 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. You did not totally address comment #1 on Correction #1. If the VAV's draw return air from a common air plenum typically above a T -bar ceiling and their total combined air flow is over 2000 cfm, then they would need to have smoke detection shutdown as well via one of the methods listed in code section 606.2.2. Please review this section and convey on plans the method of shutdown to be used. 2. Please provide manufacturers specifications for infrared gas heaters to verify lack of need for combustion air in the space where these heaters are located. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. February 8, 2008 Jessica Bradley 1932 First Avenue, Suite 408 Seattle, WA 98101 RE: CORRECTION LETTER #1 Mechanical Permit Application Number M07 -269 Wells Fargo — 6855 South 180 Street Dear Ms. Bradley, This letter is to inform you of corrections that must be addressed before your mechanical 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: Dave Larson, at 206 431 -3678, if you have questions regarding the attached memo. 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. Si cerely, Brenda Holt Permit Coordinator encl xc: File No. M07 -269 City of Tukwila Department of Community Development Jack Pace, Director P:\Pennit Center Correction Letters\2007\M07 -269 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: February 7,2008 Project Name: Wells Fargo Permit #: M07 -269 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior 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. Duct smoke detectors could not be found on provided plans. One will be needed to shut down the main HVAC unit and if the VAV units draw air from a common return air plenum, smoke detection is required to shut these units down as well. Please refer to section 606.2.2 of the 2006 IMC for methods of detection to shutdown the VAV units and show on the plans which one will be used or provide details that may exempt these units from shutdown via smoke detection. 2. Please provide structural calculations, plans and details relevant to the additional roof loads imposed by the major rooftop equipment. I could not find this information on the building plan submittal and we generally prefer that it be submitted with the mechanical permit application. 3. The infrared gas heater may need combustion air. Please consult manufacturers specs and if necessary, add to plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. December 14, 2007 Jessica Bradley 1932 First Ave Suite 408 .Seattle WA 98101 Dear Ms. Bradley, Sincerely, Bill Rambo Permit Technician Enclosures File: M07 -269 City of Tukwila Department of Community Development RE: Letter of Incomplete Application # 1 Development Permit Application M07 -269 Wells Fargo - 6855 S 180 St Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. P :\Permit Center\Incomplete Letters\2007\M07 -269 Incomplete Ltr #1.DOC wer Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 12, 2007 is determined to be incomplete. Before your application Can continue the plan review process the attached items from the following department needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: December 13, 2007 Project Name: Wells Fargo Permit #: M07 -269 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. As of July 1 2007 City of Tukwila requires all plan designs with notes to -comply with the new adopted 2006 Building codes. Please review plan sheets and revise plan notes to show plans shall comply with the current 2006 Building codes to include Mechanical, Uniform Plumbing codes and Washington State energy codes. 2. Check plan specifications and details to ensure the plans comply with the current codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. ACTIVITY NUMBER: M07 - 269 DATE: 05 - - PROJECT NAME: WELL FARGO SITE ADDRESS: 6815 S 180 ST Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: B ildi Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DATE: DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 05-27 -08 Not Applicable ❑ No further Review Required DUE DATE: 06-24 -08 Approved ❑ Approved with Conditions ❑� Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M07 -269 DATE: 04 -22 -08 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6815 S 180 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: ulldin Public Works Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator X DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -29 -08 Complete d Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05-27 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) d Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only /� CORRECTION LETTER MAILED: 6 b Departments issued corrections: Bldg Fire ■ Ping ■ PW 0 Staff Initials: KJ� TUES/THURS ROUTING: Please Route PLAN IMEW /ROUTING SLIP ACTIVITY NUMBER: M07 - 269 DATE: 01 -11 -08 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6855 S 180 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: 2 � 7 BDding I Ion Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IY1 Incomplete ❑ Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 01 -17 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined Incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 02 -14 -08 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Q Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 ACTIVITY NUMBER: M07 -269 DATE: 12 -12 -07 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6855 S 180 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bun 'vision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 6(2 Fire Prevention El Structural Incomplete ❑ Permit Coordinator ❑ DUE DATE: 12 -13-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: 1)-- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ... TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required DATE: Planning Division n DUE DATE: 01 -10-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION SUBMITTAL Project Name: WELLS FA.RGO Sheet Number(s): h Revision .tiubnlittu /S' mast be submitted in person at the Permit Center. Rev/sioas' ►Pit! not he accepter! through Nun nail, fax, etc. Date: 1 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on tc12 1 applications\ limus•applicalions rn Imeve ision submitted Created: 8-I 3-20t14 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 1.100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: l tukn•ilu. Wu. its Plan Check/Permit Number: ❑ Response to Incomplete better II ® Response to Correction Letter # 2 ❑ Revision ;! after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: 6815 south I 8Oth Street Contact Person: Jessica Bradley Phone Number: Summary of Revision: Coma' n4 1 ' The VAV uni-is do r1 c4 haves f'a.ns nor pun ti'r - P r o m the p len u s ce. A I I its /urn JL/ aid exhau<si'- is fully ducfed. See a /ached II-114s DES V cud si1eee4.s Ay- equlpmen- elt�r 'i'ca fi'an . epti -mmt' 1 2) Duck() ean- jbus�!'on air I:s epfi'rla I _per h< manu f'ac- icrers repre f fie. i afHached C r Nlt1 atrishe'el -Far 01a66'0a "Cloud" or highlight all areas of revision including date of re 'isiou M07 -269 PIECEIWO CITY op rti movut MAY 2 3 am PERMIT CENTER Date: 4' 1 00 City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # _ ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WELLS FARGO Project Address: 6855 South 180 Street Contact Person: Jessica Bradley 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 Summary of Revision: cOrr)men-I l) A duc4 smoke will be prOvrrlPd. ,see draw l riq M0.1. anri A42.0. . Cornmen4- 2) .. AP Com►-rleni 3) The iri4 vr>cd jas heaite, does no+ require COrn.bushOr1 Gtl'r. 7hi's has hcer ✓arsfi'ed by The rhanwac4urer. Sheet Number(s): t/l O. 1 t M 2.0 1 S• 1 S• ?J t 12'1— "Cloud" or highlight all areas of revision including date of revis C o n Received at the City of Tukwila Permit Center by: k r Entered in Permits Plus on "J0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan ChecWPermit Number: M07 -269 Phone Number: 6 720 - 1° 0 1 RECEIVED CITY OF TUKWILA APR 2 2 2008 'ERkMIT CENTER 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax eta Date: I It' (3' V Plan Check/Permit Number: M 0 7- Z o Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner w L L s 1 P a : cY oplayviokiss Project Name: Project Address: Contact Person: Sheet Number(s): 'PY D1 \applicationsWorms-applications on line\revision submittal Created: 8 -13 -2004 Phone Number: 906 114 -- "Cloud" or highlight all areas of revision including date o revir n Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ``- t o b Steven M. Mullet, Mayor Steve Lancaster, Director Summary of Revision: v(spb s TS OPMINq cti-401t- 2l7 - fa 2490 (01* ntc:r:evtu CITE' OF TtflCNILA JAN 1 2Ofl e r,,. :,Yi Name Role Effective Date Expiration Date POE, CHARLES E PRESIDENT 03/01/1996 Bond Amount PETERSON, ALAN D SECRETARY 04 /25/2000 5698019 FRY, KYLE R TREASURER 03/12/2003 WILLIAMS, WAYNE W VICE PRESIDENT 03/01/1996 SAFECO INS CO CLARK, DENNIS M CHIEF OPERATING OFFICER 07/09/2003 01/16/2006 REIFSCHNEIDER, CAROL M SECRETARY 01/01/1980 07/09/2003 WELFRINGER, SUZANNE M TREASURER 11/09/1976 07/09/2003 POE, FRED W 01/01/1980 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 SAFECO INS CO OF AMERICA 5698019 05/01/2002 Until Cancelled $12,000.00 03/05/2002 3 SAFECO INS CO 5698019 05/01/1998 05/01/2002 $6,000.00 SAFECO a GeneraVSpecialty 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. POE CONSTRUCTION INC Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company POE CONSTRUCTION INC 2538332400 PO BOX 1838 AUBURN WA 980711838 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 171004362 ACTIVE POECOI *247QZ CONSTRUCTION CONTRACTOR 11/9/1976 5/1/2009 GENERAL UNUSED Business Owner Information Bond Information https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= POECOI *247QZ 08/05/2008 ,.. ,. ,.__.. _. .. ,,. �: �..... .. .,,i ': ,•t. .. , .. ,.mi a -.. „i .� ., .... . ... .. , ....r.. ., r. .. :✓ 1. u, A[ d r6 3 �' �_ta ) J 4. .. 3 ., f.l ... .. .. . ., c .. I.1. ..3. .}. : \ .. 1. SYMBOL DESCRIPTION SYMBOL DOUBLE LINE DESCRIPTION SYMBOL SINGLE LINE A AIR KW KILOWATT AAV AUTOMATIC AIR VENT KWH KILOWATT HOUR AC AIR CONDITIONING OR AC UNIT AD ACCESS DOOR L LENGTH AF AFTER FILTER LAT LEAVING AIR TEMPERATURE AFF ABOVE FINISHED FLOOR LBS POUNDS AFMS AIR FLOW MEASURING STATION LDB LEAVING DRY BULB TEMPERATURE AG AIR GAP LF LINEAR FEET AHU AIR HANDLING UNIT LPC LOW PRESSURE CONDENSATE AMP AMPERE LPS LOW PRESSURE STEAM AP ACCESS PANEL LWBT LEAVING WET BULB TEMPERATURE APPROX APPROXIMATELY LINT LEAVING WATER TEMPERATURE ARCH ARCHITECT AS AIR SEPARATOR M MOTOR AUTO AUTOMATIC MA MIXED AIR MAD MIXED AIR DAMPER B BOILER MAX MAXIMUM BBD BOILER BLOW DOWN MBH THOUSAND BTU PER HOUR BHP BRAKE HORSEPOWER MCC MOTOR CONTROL CENTER BHT BASEBOARD HEATER MD MOTORIZED DAMPER BMCS BUILDING MONITORING & MECH MECHANICAL CONTROL SYSTEM MER MECHANICAL EQUIPMENT ROOM BOD BOTTOM OF DUCT MFR MANUFACTURER BOP BOTTOM OF PIPE MIN MINIMUM BP BACKFLOW PREVENTER MPC MEDIUM PRESSURE CONDENSATE BSMT BASEMENT MPS MEDIUM PRESSURE STEAM BTU BRITISH THERMAL UNIT MV MANUAL VENT BTUH BTU PER HOUR MVD MOTORIZED VOLUME DAMPER BV BALL VALVE OR BALANCING VALVE BYV BUTTERFLY VALVE (N) NEW N A NOT APPLICABLE G COMMON OR CONDUIT NC NORMALLY CLOSED CA CONTROL AIR NIC NOT IN CONTRACT CAP CAPACITY NO OR # NUMBER OR NORMALLY OPEN CAV CONSTANT AIR VOLUME NPSH NET POSITIVE SUCTION HEAD CC COOLING COIL NTS NOT TO SCALE CER CEILING EXHAUST REGISTER OA OUTSIDE AIR CEG CEILING EXHAUST GRILLE CFM CUBIC FEET PER MINUTE OAD OUTSIDE AIR DAMPER CFS OBD OUTSIDE AIR TEMPERATURE CHILLER OAT CH CUBIC FEET PER SECOND OPPOSED BLADE DAMPER CHV CHECK VALVE 00 ON CENTER E G CENTERLINE OD OUTSIDE DIAMETER CEILING OFM ORIFICE FLOW METER CLEANOUT OSA OUTSIDE AIR COL COLUMN OV OUTLET VELOCITY CONC CONCRETE COND CONDENSATE P PUMP OR PRESSURE OR POLE CONN CONNECTION PC PUMPED CONDENSATE CP CONTROL PANEL OR CONDENSATE PUMP PD PRESSURE DROP CPF CHEMICAL POT FEEDER PF PREFILTER CR CONDENSATE RETURN PFF PLUG FOR FUTURE CRR CEILING RETURN REGISTER PG PIPE GUIDE OR PRESSURE GAUGE C C IRCUIT SETTER PH PHASE (ELECTRICAL) CSD CEILING SUPPLY DIFFUSER PHC PREHEAT COIL GTE CONNECT TO EXISTING PLBG PLUMBING CU FT CUBIC FEET POC POINT OF CONNECTION CU IN CUBIC INCH PRESS PRESSURE CV CONSTANT VOLUME OR CONTROL VALVE PRV PRESSURE REDUCING VALVE CW COLD WATER PS PRESSURE SENSOR PSI POUNDS PER SQUARE INCH D DROP OR DRAIN PSIA PSI ABSOLUTE DBT DRY BULB TEMPERATURE PSIG PSI GAUGE DDC DIRECT DIGITAL CONTROL PV PLUG VALVE DEFL DEFLECTION DGP DATA GATHERING PANEL QTY QUA NTITY DIA DIAMETER D1FF DIFFERENCE R RISERS OR RELOCATE OR RISE DN DOWN RA RETURN AIR DP DIFFERENTIAL PRESSURE RAD RETURN AIR DAMPER DPT DEW POINT TEMPERATURE RD REFRIGERANT DISCHARGE DSD DUCT SMOKE DETECTOR OR ROOF DRAIN DV DIAPHRAGM VALVE REQ'D REQUIRED DWG DRAINING(S) REV, REVISE OR REVISION DX DIRECT EXPANSION OR REVOLUTIONS RF RETURN FAN (E) EXISTING RH RELATIVE HUMIDITY EA EXHAUST AIR OR EACH RHC REHEAT COIL EAD EXHAUST AIR DAMPER RHT RADIANT HEATER EAT ENTERING AIR TEMPERATURE RM ROOM EGON ECONOMIZER ED EXTRACTOR DAMPER RPM REVOLUTIONS PER MINUTE EDB EXHAUST FAN RS REFRIGERANT SUCTION EF ENTERING DRY BULB TEMPERATURE EFF EFFICIENCY S SUPPLY OR SLOPE EJ EXPANSION JOINT SA SHOCK ABSORBER EL ELEVATION SAD SEE ARCHITECTURAL DRAWINGS ELEC ELECTRICAL SCFM CFM, STANDARD CONDITIONS EMS ENERGY MANAGEMENT SYSTEM SD SMOKE DAMPER EQUIP EQUIPMENT SF SUPPLY FAN ESP EXTERNAL STATIC PRESSURE SHC SQUARE HEAD COCK EWBT ENTERING WET BULB TEMPERATURE SN C)SHEEr NOTE EWT ENTERING WATER TEMPERATURE SP STATIC PRESSURE EX EXISTING SPED SPECIFICATIONS EXH EXHAUST SQ IN SQUARE INCH EXPT TANK ST STRAINER OR SOUND TRAP EXT EXTERNAL UTTER DAMPER OR STANDARD STD SP STRUCT STRUCTURAL F FAHRENHEIT OR FILTER SV STEAM VENT FC FLEXIBLE CONNECTION FCU FAN COIL UNIT T THERMOMETER OR THERMOSTAT F R P T P TEMPERATURE CgNT OL PANEL FE D F IRE DAMPER C FINAL FILTER OR FINISHED FLOOR TD TRANSFER DUCT FLR FLOOR TDH TOTAL DYNAMIC HEAD FPM FEET PER MINUTE TEMP TEMPERATURE FPS FEET PER SECOND TT TENANT IMPROVEMENT FSD FIRE /SMOKE DAMPER TRG TRANSFER GRILLE FOOT OR FEET TS TEMPERATURE SENSOR TT TEST TAP OR TEST TEE G GAS TX TOILET EXHAUST GA GAUGE, GAGE TXV THERMAL EXPANSION VALVE GAL GALLONS TYP TYPICAL GALV GALVANIZED HEAT TRANSFER GC GAS GLV GLOBE UG UNDERGROUND COEFFICIENT GN GENERAL NOTE UON UNLESS OTHERWISE NOTED GPM GALLONS PER MINUTE GRD GROUND V VENT OR VOLT OR VELOCITY GV GATE VALVE VAV VARIABLE AIR VOLUME R GX GENERAL EXHAUST VD VOLUME DAMPER H HEIGHT VEL VELOCITY HB HOSE BIB VERT VERTICAL HG HEATING COIL VFD VARIABLE FREQUENCY DRIVE HD HEAD VFM VENTURI FLOW METER HOR HORIZONTAL VOL VOLUME HP HIGH PRESSURE CONDENSATE VTR VENT THROUGH ROOF HPC HORSEPOWER OR HEAT PUMP HPS HIGH PRESSURE STEAM HR HOUR(S) W WASTE OR WIDTH OR WATTS HS HUMIDITY SENSOR W/ WITH W HOSE VALVE W/O WITHOUT WAC HEATING, VENTILATING & AIR COND, WBT WET BULB TEMPERATURE HW HOT WATER WEG WALL EXHAUST GRILLE HWR HOT WATER RETURN 1NG WATER GAUGE HWS HOT WATER SUPPLY WP WORKING PRESSURE HX HEAT EXCHANGER WRR WALL RETURN REGISTER HZ FREQUENCY (HERTZ) WSR WALL SUPPY REGISTER ID INSIDE DIAMETER WT IN INCH(ES) XFMR TRANSFORMER JB JUNCTION BOX Z ZONE 1. CODES AND STANDARDS A. AMERICANS WITH DISABILITIES ACT, (ADA) B. NFPA 101, LIFE SAFELY CODE: 2005 C. BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION IN WASHINGTON: 1, 2003 INTERNATIONAL MECHANICAL CODE (IMC) WITH STATE AMENDMENTS 2. 2005 WASHINGTON STATE ENERGY CODE, (WAC 51-11, WSEC) 3, WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE WA `51 -13 (VIAQ) 2, OUTDOOR DESIGN CONDITIONS A. SUMMER: 81'F DB 64'F WB (ASHRAE 1Y SEATTLE, WASHINGTON) g, WINTER: 28'F (ASHRAE 99% SEATTLE, WASHINGTON) 3, INDOOR DESIGN CONDITIONS A. ALL AREAS: 1, COOLING 74`F + / -7F 2, HEATING 70T + / °2`F B. EXCEPTIONS: 1, ELEC. ROOMS: a. COOUNG 85F + / -2F b. HEATING 68T +/ -2`F 2. DATA ROAMS: a, COOLING 72'F + / -2`F b. HEATING 72'F +/-T F 4. VENTILATION CRITERIA: A. ALL AREAS: 20 CFM /PERSON B. EXCEPTIONS: / 1, BANK VAULTS: 15 CFM PERSON 2, STORAGE: 0,15 CFM /SQ. FT, 5, EXHAUST TO OUTDOORS A, TOILET ROOMS: 10 AIR CHANGES PER HOUR B. LOCKER ROOMS: 10 AIR CHANGES PER HOUR G, LUNCH ROOM: 6 AIR CHANGES PER HOUR 6, BUILDING ENVELOPE A. WALL CONSTRUCTION: 1. DESCRIPTION: 8' CONCRETE WITH R -19 BATT INSULATION METAL STUDS B. ROOF: 1, DESCRIPTION: LIGHT COLORED MEMBRANE WITH R- 21 INSULATION 7, INTERNAL HEAT GAIN A. LIGHTING: 1. ALL AREAS: 1.2 W /SQ, FT, 2, STORAGE SPACES: 0,5 W /SQ. FT, B. RECEPTACLE POWER: 1. ALL AREAS: 1,2 W /SQ. FT, 2, CONFERENCE ROOMS: 0.5 W /SQ. FT. 3, PROCESSING: 1.5 W /SQ. FT. 4, INNER VAULT: 1.5 W /SQ,FT. G OCCUPANTS: 1, 245 BTUH SENSIBLE /205 BTUH LATENT 8, OCCUPANCY CRITERIA: A, OPEN OFFICE 1 PERSON /142,8 SQ, FT, B. CLOSED OFFICE. 1 PERSON C. CONFERENCE ROOM: 1 PERSON /20 SQ. Fr, 9. DUCTWORK DESIGN CRITERIA A. ALL DUCTWORK: 0.08" W.G. /100 FT. MAX B. MEDIUM 000 PRESSURE PM SUR ABOVE CEIUNG G, RETURN VELOCITY: 1500 FPM MAX D. EXHAUST VELOCITY: 1500 FPM MAX E. SUPPLY AIR TEMPERATURE: 55'F NEW WORK EXISTING WORK TO REMAIN EXISTING WORK TO BE REMOVED HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM LOW PRESSURE STEAM HIGH PRESSURE CONDENSATE MEDIUM PRESSURE CONDENSATE LOW PRESSURE CONDENSATE PUMPED CONDENSATE CONDENSATE RETURN REFRIGERANT DISCHARGE EC FLEXIBLE CONNECTION FLEXIBLE DUCT RUNOUT TO DIFFUSER DUCT SIZE (WIDTH X DEPTH) DUCT THROUGH BEAM PENETRATION DUCT OFFSET (RISE OR DROP) VOLUME DAMPER SPUTTER DAMPER EXTRACTOR DAMPER FIRE, OR FIRE -SMOKE DAMPER SUPPLY DUCT UP SUPPLY DUCT DOWN EXHAUST DUCT UP EXHAUST DUCT DOWN RETURN DUCT UP RETURN DUCT DOWN CROSS SECTION OF SUPPLY DUCT CROSS SECTION OF EXHAUST AIR DUCT CROSS SECTION OF RETURN AIR DUCT CROSS SECTION OF ROUND DUCT DUCT ELBOW WITH TURNING VANES DUCT ELBOW WITHOUT TURNING VANES ACOUSTICAL LINING DUCT DIMENSION IS ID MOTORIZED DAMPER TRANSFER DUCT (WITH LINER) INDICATES $'11" TO BOTTOM OF DUCT ROUND OR SQUARE CEILING SUPPLY DIFFUSER (SEE SCHEDULE) 4-WAY THROW UNLESS INDICATED OTHERWISE, ROUND OR SQUARE CEIUNG EXHAUST REGISTER (SEE SCHEDULE) ROUND OR SQUARE CEILING RETURN REGISTER (SEE SCHEDULE) ROUND OR SQUARE CEILING RETURN GRILLE (SEE SCHEDULE) ROUND OR SQUARE CEILING RETURN GRILLE (SEE SCHEDULE) ROUND HEDUL E�RE CEILING RETURN GRILLE WALL SUPPLY REGISTER (SEE SCHEDULE) WALL RETURN REGISTER (SEE SCHEDULE) LINEAR SLOT DIFFUSER, "A" IND ►GATES SIZE SUPPLY AIR LIGHT TROFFER DIFFUSER (TOP CONNECTION, SIDE CONNECTION) RADIANT HEATER BASEBOARD HEATER COOLING COIL HEATING COIL VARIABLE AIR VOLUME BOX VARIABLE AIR VOLUME BOX W /REHEAT SOUND TRAP DUCT SMOKE DETECTOR ACCESS DOOR / ACCESS PANEL TEMPERATURE SENSING ELEMENT DETAIL 1, DRAWING M -1 SECTION A, DRAWING M -1 EQUIPMENT IDENTIFICATION HEAT PUMP UNIT #1 RISER IDENTIFICATION EXHAUST #1 DELTA EL II � -- -- fill - ---_ +, (N) _- -_- -- (E) }( )( )( )( { i i i i rI i S , u , 12x6 HWS 12x6 } HWR S tl , S I °°- -°CHWS� R D T CHWR CDWS ^ ` ~ < _ C�-- -� VD CDWR VD HPS 5- °----- 4 + MPS { { SPD 7 LPS HPC S ( SD . S f _ , ED -.... - I ' S F D /1 ED FSD 0 S MPC LPC PC d FD /, 7 % FSD "i /. S CR ��'I RD REFRIGERANT SUCTION BOILER BLOW DOWN RS ' BBD DIRECTION OF SLOPE DIRECTION OF FLOW STEAM VENT PIPE -' .J S SV � BALL VALVE SOLENOID CONTROL VALVE RELIEF VALVE, P &T RELIEF VALVE BUTTERFLY VALVE MOTORIZED BUTTERFLY VALVE. GATE VALVE ANGLE GATE VALVE GLOBE VALVE ANGLE GLOBE VALVE CHECK VALVE PNEUMATIC CONTROL VALVE 2-WAY CONTROL VALVE 3-WAY CONTROL VALVE NON -SLAM WAFER CHECK VALVE PRESSURE REDUCING VALVE (PRV) DIAPHRAM VALVE LOCK SHIELD VALVE Eal::::::F 1 "" 1✓ r --- - ^ $ IIa IHE -- r 1 1 - '° _ - -- 1 1 _ _; - ..._t; r---- ,, A „�„ ei M - NI S 4 r J. 12x6 "" 14 12x6 „ ""� NEEDLE VALVE �.j SIZE t _1 QUICK OPENING VALVE SIZE QUICK CLOSING VALVE, FUSIBLE LINK ';-M TD C CFM TD SQUARE HEAD COCK 4-------I S 7" r Z r ® z ` 1 8' -1 1 "BOD NECK SIZE -TAG -CFM NECK SIZE -TAG -CFM NECK SIZE- TAG --CFM NECK SIZE - TAG -CFM NECK SIZE - TAG -CFM NECK SIZE- TAG -CFM ; I NECK SIZE -TAG -CFM NECK SIZE - TAG -CFM .. STRAINER STRAINER WITH BLOW OFF E BLO STEAM TRAP AIR LINE AIR SEPARATOR ORIFACE FLOW METER FLOW METER PRESSURE GAGE PRESSURE GAUGE WITH COCK AND SNUBBER THERMOMETER PUMP Z F J 12) - 8' -11 " BOO NECK SIZE °TAG °CFM NECK SIZE- TAG -CFM NECK SIZE- TAG -CFM NECK SIZE -TAG -CFM NECK SIZE - TAG -CFM NECK SIZE - TAG -CFM NECK SIZE - TAG -CFM - Ai r , . r I I �b 1, ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS, 2, AS -BUILT RECORD DOCUMENTS: AT PROJECT CLOSEOUT, CONTRACTOR SHALL SUBMIT DETAILED INSTALLATION DRAWINGS, CHANGE ORDERS AND SPECIFICATION CHANGES TO ARCHITECT FOR APPROVAL. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS. 3, PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL FITTINGS AND OFFSETS, CONTRACTOR SHALL COORDINATE ALL WORK STRUCTURAL AND ARCHITECTURAL PLANS AND OTHER TRADES. 4, REFER TO MECHANICAL DETAIL DRAWINGS FOR ADDITIONAL INFORMATION, ALL DETAILS APPLY FOR APPLICABLE SITUATIONS WHETHER REFERENCED ON THE PLANS OR NOT .........._® '.........._® '-'� I I OFM -1 uyl c V ENTURE VFM -1 PG PO T Ti c TEST TEE L. _____ T TEST TAP (PETE PLUG) MV MANUAL AIR VENT NECK SIZE - TAG -CFM IMV AUTOMATIC AIR VENT ' I1 f VB T I VACUUM BREAKER A ? J A L PG VENT THRU ROOF PIPE GUIDE I4 � �„�„„�, S' EJ EXPANSION JOINT '— °----+ t F c F � s I, F t W � . s 1 FLEXIBLE CONNECTOR RHT , UNION III I M0.0 MECHANICAL LEGEND MO.1 SCHEDULES -- MECHANICAL : BHT CAPPED OR PLUGGED TEE I 1 [A',.' I CC BLIND FLANGE, CAP I I CONCENTRIC REDUCER,;:, f . -.v ) HC ECCENTRIC REDUCER I I- M0.2 SCHEDULES - MECHANICAL M2.0 FIRST FLOOR PLAN - MECHANICAL M2,2 ROOF PLAN ° MECHANICAL M6,0 DETAILS - MECHANICAL M6, I DETAILS - MECHANICAL 1 SEPARATE PERMIT b t i II FOR: %4U Il V r3 Mechanical 1aleQIIfICa) Gas Pi in 0/Gas p g ukwila Tukwila BUILDING DIVISION EXPANSION LOOP I VALVE ON RISE I PIPE UP IM 0 PIPE DOWN 3 D R G;� ;.' %i ST PIPE DROP PIPE RISE TOP CONNECTION BRANCH LINE IO G 1 � W BOTTOM CONNECTION - BRANCH LINE PIPE ANCHOR El AD /AP TEE UP C) ? TEE DOWN PIPE f � I 3t I d I C LP SEISMIC BRACE ; GAS, LOW PRESSURE /HIGH PRESSURE HOSE BIBB � . GAS COCK CIRCUIT SETTER HP CENTER LINE I HB FHB ' ( t, elr!t) i- . e ))E coMPLiMI APPROVE JUN 2 n 2(1U3 City Of Tukvilia FILE COPY Permit No. IR MU Plar review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie d Copy and conditions is ackno vi gig. ed: City of Tukwila BUILDING DIVISION .- — REVISIONS No changes sh be made to the, scorn . approval 1_ A I of r for ' bou work wi t Of wo p 0 Tukwila Building Division. NOTE: Revisions will require a new plan slibrivrli and may include additional plan review fees RECEIVED CITY OF TUKWILA DEC I 1 2007 Phhiv11T GEN ► EFL \0 Terrnin Sales Building 1932 First Avenue Suite 408 Settle, WA 98 1 0 1 2.06.720.7001 phone 206. - 720.2949 fax www.Cfa ftarchItects.com Architect of Record e. CONSULTANT SEAL EXPIRES 03/06/08 Revisions: Sheet Title: Dote: Design: Drawn: Project No: Approved: z z Er cc ILI 0 co - 4� s2 X I- GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T.503.227.52SO F. 503.274.7674 ww w glurnac.com Job No.: 207W2001A Contact: M. SETTERBERG w w engineers for a sustainable future ' a COPYRIGHT © 2007 GLUMAC 46/41/41 MEGNANIGAL LEGEND 06101/01 ML5 ML5 2O11N2001A Original drawing is 24" x 36'. Scale entities accordingly if reduced 4 +; V\F -M00 RTU -1 AAON RN -031 LOCATION AREA SERVED SUPPLY FAN AIRFLOW (C FM) 14,000 E.S.P. (IN H20) RETURN FAN 12,400 OSA INTAKE (CFM) TOTAL (MBH) 401, 4 SENS (MBH) 362,36 COOLING EAT (DB /WB) 77/62.58 LAT (DB /WB) 55.17/53.35 TOTAL (MBH) 432.0 SENS (MBH) HEATING EAT (DB /WB) 28,0/26,0 LAT (DB /WB) 87,6/63.0 AFU E ( %) 208/3 191 RETURN OR EXHAUST MOTOR STARTER DISCONNECT DIV 15 DIV 16 DIV 15 DIV 16 X - X - UNIT VOL CONTROL POWER SOURCE EMERGENCY PTS. OF CONN. SINGLE NOMINAL UNIT SIZE LxWxH (IN) 204x100x93 OPERATING WEIGHT (LBS) 6500 NOTES TAG NOTES: 1- PROVIDE INTERNAL VIBRATION ISOLATION. 2- REFRIGERANT TO BE R -410A, TAG TAG DESIGN BASIS DESIGN BASIS VAV -1 TITUS DESV VAV -2 TITUS DESV VAV -3 TITUS DESV VAV -4 TITUS DESV VAV -5 TITUS DESV VAV -6 TITUS DESV VAV -7 TITUS DESV VAV -8 TITUS DESV VAV -9 TITUS DESV VAV -10 TITUS DESV VAV -1 1 TITUS DESV 3- PROVIDE "BURGLAR BARS" IN SUPPLY AIR AND RETURN AIR OPENINGS, 4- PROVIDE LOCKING ACCESS DOORS, VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE (ELECTRIC REHEAT) AREA SERVED TRANSFER /RECEIVING CUSTOMER SERVICE PROCESSING /MANAGER CONFERENCE PROCESSING /NIGHT MANAGER PROCESSING /STORAGE INNER VAULT LOCKERS /RESTROOMS GUARD BUNKER LUNCH ROOM ELEC /TELCO LOCATION RECEIVING CUSTOMER SERVICE PROCESSING CONFERENCE PROCESSING PROCESSING PROCESSING STAFF LOCKERS GUARD BUNKERS LUNCH ROOM STAFF LOCKERS NOTES: 1- PROVIDE CODE AND MANUFACTURER'S RECOMMENDED CLEARANCES. 2 -SEE 3 /M6,0 FOR VAV TERMINAL UNIT DETAIL. 3 -UNIT VENDOR TO VERIFY COIL SELECTIONS. NOTES: 1- PROVIDE FACTORY COVER AND WALL MOUNT BRACKET. 2 -UNIT MOUNTED THERMOSTATIC CONTROL. SET THERMOSTAT AT 45' F. COOLING CFM MAX 700 560 1285 1000 2000 1995 1260 1230 830 1380 965 MIN 275 225 510 260 775 790 500 350 330 200 50 HEATING CFM 275 22 510 260 775 790 500 350 30 200 INLET SIZE (IN) 8 8 12 10 14 14 12 12 10 12 10 AIR PD (IN WG) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ELECTRIC UNIT HEATER SCHEDULE 5- PROVIDE FACTORY MOUNTED VFD'S INSIDE UNIT CONTROL CABINET SECTION. 6- FACTORY PREWIRED FOR SINGLE POINT ELECTRICAL CONNECTION IN FIELD. VOLT/ PHASE 208/3 208/3 208/3 208/3 208/3 208/3 208/3 208/3 208/3 208/3 PACKAGED ROOFTOP AIR CONDITIONING UNIT SCHEDULE REHEAT COIL EAT ('F) 55 55 55 55 55 55 55 55 55 55 4- PROVIDE ELECTRICAL FUSED DISCONNECT AND SINGLE POINT CONNECTION. 5- PROVIDE ATTENUATOR SECTION ON OUTLET. LAT (7 84 81 80 85 81 81 80 87 80 80 ELEC NO. OF (KW) STAGES 3.0 2 2.0 2 4,5 2 2.5 2 6,5 2 6.5 2 4.0 2 4.0 2 3,0 2 2.0 NOTES 1 ,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,5 NOTES: 1- PROVIDE FACTORY COVER. DESIGN BASIS DETROIT RADIANT CTHN -40 -20 LOCATION TRUCK BAY INFRARED GAS HEATER SCHEDULE AREA SERVED TRUCK BAY CAPACITY MBH NUMBER OF STAGES RADIANT TUBE FLUE SIZE, IN. ELEMENT LENGTH, FT FUEL TYPE NAT, GAS OPERATING WEIGHT (LBS) NOTES REZNOR EGEA02 ELEC /TELCO AREA SERVED ELEC /TELCO CAPACITY NUMBER KW OF STAGES NORMAL DESIGN BASIS LOCATION ELECTRICAL CHARACTERISTICS POWER SOURCE SINGLE PT CONN OPERATING WEIGHT (LBS) 5 +... NOTES 7- PROVIDE DUCT SMOKE DETECTOR ON THE RETURN. TAG TAG B D T U V EF -1 F -1 DESIGN BASIS TITUS PMC TITUS PMC TITUS PAR TITUS PAR TITUS 8F NOTES: 1 -MAX TOTAL PRESSURE TO BE 0.1" WG, DESCRIPTION CEILING DIFFUSER CEILING DIFFUSER RETURN /TRANSFER GRILLE RETURN /TRANSFER GRILLE CEILING EXHAUST GRILLE DIFFUSER SCHEDULE MODULE SIZE 24x24 12x12 24x24 12x12 SEE DRAWING FAN SCHEDULE NOTES: 1- INSTALL IN COMPLIANCE WITH MECHANICAL AND ELECTRICAL CODE REQUIRED WORKING CLEARANCES. 2- PROVIDE ROOF CURB. 3 -SEE 1/M6.0. 4- PROVIDE BACKDRAFT DAMPER, FACE PERFORATED PERFORATED PERFORATED PERFORATED PERFORATED MATERIAL STEEL STEEL STEEL STEEL ALUMINUM NOTES DESIGN BASIS GREENHECK GB -161 GREENHECK BSQ -80 LOCATION INLINE SYSTEM SERVED EXHAUST SUPPLY CFM TSP 1725 1.25 300 0.5 CENT INLINE VO LT/ PHASE STARTER DISCONNECT EM ERG. POWER YES YES OPERATING WEIGHT (LBS) 1,2,3,4 1,4,5,6,7,8 MOTOR 5- PROVIDE VIBRATION ISOLATION NEOPRENE HANGERS. 6- PROVIDE STANDARD INSULATED HOUSING. 7- CONTROLLED BY WALL SWITCH. SEE ELECTRICAL DRAWINGS FOR CLARIFICATION. 8 -SEE 2/M6,0, SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE TAG CRAC -1 CU -1 CRAC- 2 CU -2 DESIGN BASIS MITSUBISHI MS -Al2WA MITSUBISHI MSY -A24NA MITSUBISHI MUY -A24NA ROOF SERVER SERVER DISCONNECT DIV 15 DIV 16 X YES YES YES NOMINAL UNIT SIZE WxDxH (IN) 31x9x12 44x1 1x13 34x 13x34 OPERATING WEIGHT (LBS) 30 120 45 NOTES 1,2,3 MITSUBISHI MU-Al 2WA LOCATION MDF /IDF ROOM AREA SERVED NOTES: 1 - PROVIDE CONDENSATE PUMP. 2- REFRIGERANT TO BE 8410 -A, 3- PROVIDE LOW AMBIENT OPTION. MDF/IDF MDF /IDF SERVER AIRFLOW (CFM) 405 570 TOTAL (MBH) 6.0 17.1 SENSIBLE (MBH) VOLTS 17.0 208/1 208/1 AMPS (MCA) 1.2 16.0 1.0 17.0 STARTER DIV 15 X X X DIV 16 X EM ERG. POWER YES 32x12x22 150 MEM 1,2,3 CORREc M op vioNto 'OMPLIANt. N p"a0 JUN 2 70 • ilomila A 2 2 20 U iiERMIT CENTER 269 NOTES l © COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE D REPRODUCED WITH OUT EXPRESS WRITTEN Design: PERMISSION BY CRAFT 'ARCHITECTS OR WELLS FARGO. Drawn: Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT ISSUE 11.09.07 SITE RESUBMITTAL 12.06.07 BUILDING PERMIT SUBMITTAL 4.8.08 BUILDING PERMIT RESUBMITTA Revisions: r 9 engineers for a sustainable future° 4 J /\4.O8.08 BUILDING PERMIT RESUBMITTAL Sheet Title: Project No: Approved: Sheet No: Architect of Record O r: L di 5 ! 44c 65 t LL rt 0 w -§- (,) c a o LLJ GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F. 503.274.7674 www.glumac.com Job No.: 207W2001A contact: M. SETTERBERG MECHANICAL SCHEDULES 06101101 ML5 MLS 201W2001 A Original drawing is 24" x 36 ". Scale entities accordingly if reduced M0.1 mum, mama COPYRIGHT 02008 GLUMAC O6 /OI /O7 PV-1401 0.5 0.15 0.15 0.05 0.05 TAG VAV -101 VAV -102 VAV 103 VAV -104 VAV- 105 VAV -106 VAV -107 VAV -108 VAV -109 VAV -110 ROOM NUMBER TOTAL OSA CFM NOTES: 1. RTU PROVIDES A MINIMUM OF 15% OSA. ROOM NAME TRANSFER 1 TRANSFER 2 TRANSFER 3 RECEIVING CUSTOMER SERVICE EXIT VESTIBULE MANAGER PROCESSING CONFERENCE P ROCESSING NIGHT MANAGER MDF /IDF PROCESSING STORAGE EXIT VESTIBULE INNER VAULT WOMENS RR MENS RR LOCKER ROOM JANITOR ELEC/TELCO VESTIBULE SERVER GUARD BUNKER RR MAN TRAP LUNCH ROOM ROOM TYPE SHIPPING /RECEIVING SHIPPING /RECEIVING SHIPPING /RECEIVING SHIPPING RECEIVING OFFICE CORRIDOR OFFICE OFFICE CONFERENCE OFFICE OFFICE STORAGE OFFICE STORAGE CORRIDOR OFFICE TOILET TOILET LOCKER ROOM STORAGE STORAGE CORRIDOR STORAGE GUARD STATION TOILET GUARD STATION CONFERENCE ROOM AREA SQ. FT 122 140 131 305 506 60 168 1116 ' 258 1779 168 154 1505 409 83 1255 185 185 436 25 135 56 72 724 46 65 300 OSA VENTILATION SCHEDULE OCCUPANT LOAD OSA #PEOPLE/1 000 SQ. FT. CFM /PERSON TABLE 3 -4 TABLE 3 -4 7 50 7 20 20 20 20 20 20 20 20 15 15 30 ARCHITECTURAL OCCUPANT COUNT 1 10 MAX. VENT OCCUPANT LOAD OSA REQUIRED MIN SUPPLY CFM 0.0 18 122 0.0 21 140 0.0 20 131 0.0 46 305 3.5 71 473 0.0 3 20 1.2 24 157 7.8 156 1042 12.9 258 1720 12.5 249 1661 1.2 24 157 0.0 8 52 10.5 211 1405 0.0 61 409 0.0 4 28 8.8 176 1 172 0.0 0 0 0.0 0 0 0.0 218 1454 0.0 4 25 0.0 20 135 0.0 3 19 0.0 4 24 6.0 90 600 0.0 0 0 1.0 15 100 10.0 300 2000 ACTUAL OSA CFM AT MIN SUPPLY CFM 18 21 20 46 71 3 24 156 258 249 24 8 211 61 4 176 0 0 218 4 20 3 4 90 0 15 300 2003 NOTES ,� 1Sit,i.t ;dY t y 1) A 7 frAviiia f C RECEIVE) CITY OF TUKWILA DEC 1 1 2007 pbI•tuVIIT GEN I ER Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA. 98101 206.720.1001 phone 206.720.2949 fax www.craftarchttects.corn Revisions: Sheet No: CONSULTANT Architect of Record ELI z 12 rr cc X I- GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F.503.274.7674 www.glumac.com lob IVo.: 207W2001A Contact: M . SETTERBERG r engineers for a sustainable future° L .! EXPIRES 03/06/08 Sheet Title: Dote: Design: Drawn: Project No: Approved: 06101101 MECHANICAL a%HEDULES COPYRIGHT ©2007 GLUMAC 06101101 MLS ML5 20 Original drawing is 24" x 36 ". Scale entities accordingly if reduced M0.2 iNf -M01 r ) 16x 16 Iiimul•IN imp - 1 ■.■ilttr r~ � x � �° �Ca •Iui r _III 41 1111111=1 8x8— 8x10 W I N'S 12x12 1IOx10 1Ox VLNG 24x18 36x20 Ito ` L n it as ii oem.ii ii - , ,L__ fir__ w tr• - --- t - -RAC! ► I 24x18 1Ox10 6x6—B— 125 12x12 IUC REF 6x6— 55 6x6 — —55 6 6 —B -140 6x6 —B -135 -0"x10' 6x6 — T -140 8x8 —B -250 TYP, 3 8x8 — B -255 TYP. 3 14x14 12x12—T-500 10x10—B-315 24x4 TYP, 4 18x18- -B -965 TO1`1 E ' 8x8 — B -250 TYP, 2 INN412 vAULT 2' -0, "x24 " ' -b � a ULE 1 6 —U -60 MANAC 12'- o "xl 8x8 —B -165 8x8 —T -165 14x14 10x10 --B -280 TYP. 4 2 x12 CONNECT TO 24x4 OPENING IN HVAC PORT 20X12 1Ox10 NF 0 "x2 14x14 18x 18 —T -1260 8x8 ---B -165 8x8 —T - 165 22x22- - T -2000 15x1 D— T-750 20x16 8x8 —T -255 TYP, 7 20x16 47-T OE . INC 42�_T; Cam" ,— 14x12 15x15 — T -750 PAD O D ING OVER ED T OLUER GENERATOR. PARKIN 0- T 12x12 —B -460 TYP, 3 16x14 10x10 —T-200 • TYP. 2 �~\ TRUCK EAY 38' -a" X 38' -0" 4" TYPE "B" FLUE UP THRU ROOF 0 L AN-6 &AFfNG SCALE: 1 /8 "= 1 LANDSCAPING 10x10 0 FIRST FLOOR PLAN - MECHANICAL O 6x6 —D -60 4' a 16' 8x8 — B-250 TYP, 4 PROJECT NORTH < cR 2 AC ) 6x6 — _D-85 0 0 GENERAL NOTES A, ALL BRANCH DUCTWORK TO BE DIFFUSER /GRILLE NECKSIZE, UNLESS OTHERWISE NOTED, B. DUCTWORK SIZES TO BE VAV BOX INLET SIZE, UNLESS OTHERWISE NOTED. C. VAV BOX DISCHARGE PLENUM SIZE TO MATCH VAV BOX OUTLET SIZE, UNLESS OTHERWISE NOTED. SHEET NOTES scp 1. 18x18 UP TO EF -1, 2. 6x6 —Y -60 3, 1Ox10 UP TO ROOF, 4, 10x10—B-300 5, 10x10 —T -305 7rE. 'R 22 WOO PERMIT GENTEF ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. I EXPIRES 03/06/C0/0 Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Architect of Record etriesearesormitairtr CONSULTANT GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F. 503.274.7674 www.glurnae.com Job No.: 207W2001A Contact: M. SETTERBERG ✓ °e engineers for a sustainable future° L. r ISSUE 11.09.07 SITE RESUBMITTAL 12.06.07 BUILDING PERMIT SUBMITTAL 4.8.08 BUILDING PERMIT RESUBMITTA Revisions: A 4.08,08 BUILDING PERMIT RESUBMITTAL Sheet Title: Date: Design: Drawn: I Project No: Approved: Sheet No: M CO F9 I- FIRST FLOOR PLAN- 06/01101 MECHANICAL 06101101 ML5 ML5 201112001A Original drawing is 24" x 36 ". Scale entities accordingly_ if reduced M2.0 COPYRIGHT02008 GLUMAC I ION FLUE 1 L - J SIZE REFRIGERANT LINES PER MANUFACTURER'S INSTRUCTIONS I OSA (2,065 CFM MIN) OSA INTAKE CAP W /BIRDSCREEN AND CURB SIZE REFRIGERANT LINES PER MANUFACTURER'S INSTRUCTIONS 10x10 DOWN TO SF -1 Q ROOF PLAN ® MECHANICAL SCALE: 1 /8 "= i, �..■ J: 1, I ,:����>•��� 0 4` 8' 16' �- - -__ - - - - - -� L- - - -_ - - -� -- -- -- -- -- _� —J J SHEET NOTES ED 1, ROOF CUT AND PATCH BY GENERAL CONTRACTOR. zb RECEIVED CITY OF TUb; VILA DEC 1 1 2001 PLKVII T GEN. I ER Terminal Sales Building 1932 First Avenue. • Suite 408 S e a t t l e , WA 98 1 0 1 206.720.7001 phone 206.720.2949 tax www.craftarchitects.corn cc cc CL 0 CO CONSULTANT Revisions: Sheet Title: 0 Dote: co Design: Drawn: CC Project No: Approved: Sheet No: Archlteot of Record GLUMAC :320 SW Washington St., Suite 200 Portland. OR 97204 T. 503.227, 5280 F. 503.274.7674 www.gluntac.cont Job No.: 207W2001A Contact: M. SETTERBERG engineers for a sustainable future" t. a EXPIRES 03/06/08 0 06101101 ROOF PLAN - MEGHANIGAL 06/01/01 MLS MLS 2O1W20OIA Original drawing is 24" x 36 ". Scale entities accordin if redu ced M2.2 COPYRIGHT © 2007 GLUMAC 1^F -M22 HINGED TOP FOR DRIVE AND MOTOR ACCESS LOCAL DISCONNECT SWITCH TO BE PROVIDED WITH FAN COUNTER BALANCED BACK —DRAFT DAMPER SEE SPECIFICATIONS FLASHING BY OTHERS ROOF DECK, BY OTHERS SEE DETAIL PROVIDE FRAMING FOR OPENING AS REQUIRED, SEE STRUCTURAL DWG, NOTE #6 SHEET METAL EXHAUST DUCT. SEE PLAN FOR SIZE & CONTINUATION NOTES: ROOF EXHAUST FAN SCALE: NONE ALTERNATE DUCT LOCATION PROVIDE TURNING VANES WITH SIDE INLET ONLY SHOP FABRICATED SHEET METAL BOX, HEIGHT AS REQ'D TO CLEAR LIGHTS OR OTHER OBSTRUCTIONS, MIN, BOX WIDTH SHALL BE 2" WIDER ON EACH SIDE THAN THE CONNECTING DUCT MINIMUM HEIGHT IS: FLEX DUCT DIAMETER +3" NOTE #1 CEILING SCALE: NONE , NEOPRENE WASHER SCREWS AT 6" O.C., ALL AROUND. HOLES IN FAN BASE 2X LARGER THAN SCREWS TO ALLOW VIBRATION ISOLATION, SHEET METAL WASHER Y SQUARE OR ROUND NECK NEOPRENE STRIP EXHAUST DUCT CURB DETAIL ROOF EXHAUST FAN, SEE SCHEDULE FOR SIZE & TYPE BIRD SCREEN CONTINUOUS 1/2" THICK NEOPRENE ISOLATON STRIP ROOFING BY OTHERS PRE FAB ROOF CURB, BY OTHERS — 1/2" CLEARANCE ALL AROUND, SEAL W/ WEATHER TIGHT CAULKING MATERIAL, NOTE #3 1" ACOUSTICAL LINING, SEE PLANS FOR EXTENT NOT ES: 1, ELECTRICAL SUPPLY TO BE INSTALLED THRU CURB. COORDINATE WITH ELECTRICAL CONTRACTOR, 2, LOCATE EXHAUST AT LEAST 15' FROM OUTSIDE AIR INTAKES OR OPERABLE WINDOWS, 3. IF PENETRATION MUST BE FIRE RATED THE PACKING & SEALING MATERIALS AND SYSTEM OF INSTALLATION SHALL BE APPROVED BY THE FIRE MARSHALL 4. FLASHING AND COUNTERFLASHING SHALL BE COORDINATED WITH ARCHITECTURAL ROOF PLANS AND DETAILS, AND WITH ROOFING CONTRACTOR. THE WORK SHALL NOT VOID THE ROOFING WARRANTY. 5. ALL ANCHORING & SEISMIC RESTRAINT SHALL BE REVIEWED BY STRUCTURAL ENGINEER. 6. COORDINATE SIZE & LOCATION OF ROOF PENETRATION WITH STRUCTURAL ENGINEER. VOLUME DAMPER, SEE DRAWING FOR LOCATION CEILING DIFFUSER (FRAME TO MATCH CEILING TYPE — SEE FLOOR PLAN) 1. LINE DIFFUSER PLENUM WITH STERI —LOCK LINING. 2. ACOUSTICAL FLEX MAY BE USED FOR CONNECTION TO DIFFUSER SHEET METAL BOX. SUPPLY DIFFUSER CONN ECTION ( TYPICALL PROVIDE AUX. STEEL AS REQ'D THREADED ROD (TYP,) 1" DEFLECTION SPRING VIBRATION ISOLATOR (TYP, 4) DUCT CEILING N NOTES; 1. PROVIDE INLET AND OUTLET DUCT TRANSITIONS AS REQUIRED, SCALE: NONE ALTERNATE DUCT LOCATION SHOP FABRICATED SHEET METAL BOX, HEIGHT AS REQ'D TO CLEAR LIGHTS OR OTHER OBSTRUCTIONS, MIN. BOX WIDTH SHALL BE 2" WIDER THAN THE RETURN GRILLE NECK NOTE #1 NOTES: SCALE: NONE CLAMP (TYP.) 1/8" DIA. AIRCRAFT CABLE (SLACK) (TYP.)— ANGLE CLIP C; 45° TO UNIT (TYP,) , INLINE SUPPLY FAN CEILING ■ f r 1 SQUARE OR ROUND NECK ANGLE STEEL (TYP.) FLEX CONN, (TYP.) VOLUME DAMPER, SEE DRAWING FOR LOCATION CEILING DIFFUSER (FRAME TO MATCH CEILING TYPE — SEE FLOOR PLAN) 1. LINE DIFFUSER PLENUM WITH STERI —LOCK LINING. 2. ACOUSTICAL FLEX MAY BE USED FOR CONNECTION TO DIFFUSER SHEET METAL BOX, RETURN /EXHAUST DIFFUSER CONNECTION TYPICAL SCALE: NONE WALL — FOR TYPE REFER TO ARCH. DRAWINGS 1/4" MIN. GAP — FILL W/ CAULKING 1/2"M IN. CLEARANCE -- TYPICAL ALL AROUND I 1/2" DEEP MASTIC SEAL TYP. BOTH SIDES GYPSUM VERMICULITE OR PERLITE INSULATION ALL AROUND SCALE: NONE VAV— BOX INLET, SEE SCHEDULE FOR SIZE, NOTE #1 ELECTRIC ACTUATOR LINED DISCHARGE PLENUM BOX NOTE # 1" THICK SOUND LINING -- DUCT SUPPORT STRAPS - 5'--O" MIN. OR AS SHOWN ON PLANS TRANSITION FITTING AS REQUIRED -- ELECTRIC HEATING COIL NEMA 1 CONTROL BOX, NOTE #2 NOTES: 1. FLEXIBLE DUCTS ARE NOT PERMITTED UPSTREAM OF A VAV BOX, PROVIDE 5 DIAMETERS OF STRAIGHT DUCT TO INLET. TRANSITION FROM PLAN DUCT SIZE TO BOX INLET SIZE AS REQUIRED. 2, PROVIDE 42" CLEAR SPACE AT THE CONTROL BOX FOR SERVICING. 3, SIDE DIMENSIONS TO MATCH OUTLET SIZE OF VAV BOX. VAV BOX WITH REHEATING COIL SLEEVE FOR DUCT SIZE at CONTINUATION SEE PLAN 30' MAX AIR TYPICAL -- 1/4 GAP ALL AROUND CAULKING ALL AROUND 220A RETAINING RING 1J2" M IN, OVERLAP STAINLESS STEEL DUCT BAND MASTIC SEAL INSULATION OF REQUIRED) OF DUCT OR PIPE ----- INSULATION OF REQUIRED) � — 22 GA. RETAINING FRAME OR RING BOTH SIDES OF WALL USE 22 GA SHEET METAL SLEEVE TO CONTAIN NOTES: 1. IF WALL IS FIRE RATED THE PACKING & SEALING MATERIALS AND SYSTEM INSTALLATION MUST CONFORM TO THE REQUIREMENTS OF SECTION 07270. ALL PENETRATIONS ARE TO BE IDENTIFIED AND SYSTEM APPROVED PRIOR TO INSTALLATION. 2. COORDINATE SIZE & LOCATION OF PENETRATION WITH ARCHITECT AND /OR STRUCTURAL ENGINEER. Von (A:\ 71,■V,VAlia \Vv4 , RECEIVED DUCT WALL P ENETRATION TYPIC CITY OFT�.II � D EC 1 1 2000 7 PEI-IIVIIT GEN 1 ER 3 210 a r c h i t e c t s Terminal Sales Building 1 9 32 First Avenue Suite 401 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fa www.craftarchitects.corm Architect of Record SEAL Revisions: Sheet Title: Date: Design: Sheet No: 40c w o 52 0 E. LIJ CONSULTANT GLUMAC 320 SW Washington SL, Suite 200 Portland, OR 97204 1'. 032'27.5280 F. 503.274.7674 www,glumuc.cotn Job No.: 207W200 1 A Contact: M. SETTERBERG r 9 engineers for a sustainable future - 6 4 EXPIRES 03/06/08 O6 /Q110 5 1 ML Drown: MLS Project No: 2O11^1200IA EL Approved: 06/01/07 MECHANICAL DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced M6.0 COPYRIGHT ©2007 GLUMAC INF -M60 ROUND SHEET METAL DUCT LESS THAN 10' LONG FLEX CONN, W /ONE 90' BEND REDUCER TO MATCH DIFFUSER NECK SIZE IF BRANCH DUCT IS OVERSIZED. LOCATE AT CONNECTION TO DIFFUSER, ROUND SHEET METAL DUCT, IF OVER 10' LG. INCREASE ONE DUCT SIZE VD TYPICAL ROUND NECK DIFFUSER. SEE DETAILS. I 1 CONICAL FITTING W/ V.D. `1 FLEX CONN. W /ONE 90' BEND VD I VD TURNING VANES REQUIRED ON RECTANGULAR DUCT SYSTEM ELBOWS rip Apr4 REDUCER 15' TYPICAL 30' MAX. W /PRIOR APPROVAL TYPICAL SQ, NECK DIFFUSER, SIZE OF DUCT DROP TO MATCH DIFFUSER NECK SIZE. SEE DETAILS. PLENUM ROUND DUCT A a < U- TSW FLEX CONN. DOWNSTREAM OF REDUCER W/ ONE 90' BEND FLEX El MI 4 VD SPLITTER DAMPER WHERE SHOWN. DO NOT USE ON VAV SYSTEMS 1. PROVIDE EXTERNAL DUCT INSULATION AS NOTED ON PLAN OR IN SPECIFICATION. 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND CODE REQUIREMENTS. TYPICAL LOW PRESS URE SUPPLY DUCT DETAIL SCALE: NONE NOTES: TRANS. 45' OVAL TAP OR CONICAL FITTING USE 45' THROAT AT TAP CENTERLINE RADIUS EQUALS 1.5 TIMES "W ". NO T,V.'S REQ'D, UNLESS OTHERWISE NOTED VD NOTES: 0 U— SQUARE ELBOW WITH TURNING VANES ALLOWABLE IF DUCT VELOCITY IS LESS THAN 1500 FPM 15' TYP, 30' MAX, W/ PRIOR APPROVAL PROVIDE REDUCER UPSTREAM OF BRANCH INLET 1. PROVIDE EXTERNAL DUCT INSULATION AS NOTED ON PLAN OR IN SPECIFICATION. 2. PROVIDE HANGERS AND SEISMIC BRACING PER SMACNA AND REQUIREMENTS. SIZE OF DUCT DROP 7 TO MATCH NECK SIZE OF GRILLE (TYPICAL) SEE DETAILS. FITTING W /VD OR 45 OVAL TAP CODE 2i 10' MAX, LENGTH. IF OVER 10' INCREASE ONE DUCT SIZE, / PROVIDE REDUCER © CONNECTION TO GRILLE WHERE BRANCH DUCT IS OVERSIZED. SEE DETAILS. TYPICAL LOW PRESSURE R.A. /EXHAUST DETAIL SCALE: NONE M T12 VI RECEIVED CITY OF TUI <'AIILA DEC 1 1 2007 PLk1IVIIT GENT I ER 12 GAUGE WIRE, CONNECT TO STRUCTURE WITH 1/4" X 1-1/4"(MIN) LAG SCREW (TYP) 12 GAUGE WIRE TO STRUCTURE (TYP) — 4" WIDE SHEET STRAP SQUARE TO ROUND ADAPTER (IF REQUIRED) ANCHORING SCREWS PER MANUFACTURER'S RECOMMENDATIONS T —BAR MOUNT DIFFUSER SURFACE MOUNT DIFFUSER SCALE: NONE ---- SCREW BRACKET TO FRAMING PER MANUFACTURER'S RECOMMENDATIONS INSULATED FLEXIBLE DUCT (MAXIMUM 7' LENGTH) WITH ONE ELBOW SHEET METAL DUCT VOLUME DAMPER, UNLESS OTHERWISE SHOWN ON PLANS. MINIMUM ONE PER BRANCH, STEEL LOCKING DRAW BAND (TYP) FRAMING TELESCOPING BRACKET DIFFUSER BOX WITH FOAM GASKET AND DRYWALL MUD RING PROVIDE # SM SCREW TO ANCHOR DIFFUSER THRU CEILING TO THE DIFFUSER BOX (TYP AT EACH CORNER) DIFFUSER MOUNTING DETAIL (TYPICAL Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Architect of Record CONSULTANT Revisions: Doter Design: Drown: cr Pro No: a. Approved: F-° e ( T, < L cE, u .a. CL .� X GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F. 503.274.7674 www.glutttac, corn .lob No.: 207W2001A Contact: M. SETTERBERG r I engineers for a sustainable future - L d Sheet Title: Sheet No: 06101101 MEGHANIGAL DETAILS 06/01/01 MLS MLS 201VV2001A Original drawing is 24" x 36 ". Scale entities ac cordingly if reduced M6.1 COPYRIGHT02007 GLUMAC V+1 =�M61 MEL.g.G...T.I.Q., N LIMITS:: VERTICAL LIMIT L i 280, where (L is span length,inches) REMARKS & FOOTNOTES Roof Mernbers, Dead ± Live or Snow or Wind. . Total Load (TL) Deflection :Roof. Live or Snow or Wind Load (RLL) i L i 360 HORIZONTAL _ ..... _ .. , .. LIMIT and FOOTNOTE Merribets Supporting Brittle Finishes L / 240 (1) i 'Members Supporting exible Finishes L i 180 (1) , . : Members Supporting PAasoniry L f 500 irtp 01 x Cladding Wind or 0 7E (1) to be applied top or bottom chord on each truss Deflection Amplification Farrtor, Egial.Q1,12F kl:il 1,..„QP1 a Plc-A:LB DE.§l (3N PE liec-v?i.DS Ps F .1 MD REMARKS & FOOTNOTES . : Roof Dead Load, Total Top Chord J40 e .„,PS,,E, 1.32 PSF For Open \A I eb Steel Joiet design Bearing Wall Bottom Chord 8 PSF 1.0 Resporie e II/lodification Facitort System Overstrength Factor, . .. OVVSJ Additional Load 5004 Point :load to be applied top or bottom chord on each truss SEI 8 MIC Seismic Design Category: SDC = D t's1 . : , ......_ B Basic Structural System Seismic Force Resisting System ...._.... Bearing Wall Snow Lod Importance Factor Intermediate Precast Shear vvalls 1.0 Resporie e II/lodification Facitort System Overstrength Factor, . .. R = Omega= , 4 2.6 20 Deflection Amplification Farrtor, Cci e. 4 B Site Classification per IBC; Table 1513 5.2 Site Glasse n e 1.0 Seismic Importance Factor per ASCE 7-05 Table 11 ftinel le iii S, = 1,0 1.39 _ Spectral Response Acceleration (Short Period) Uplift Load (Net) Site.otral Response Acceleration (1-Second Period), Si= 0.48 Spectral Design Response Ceefficient (Short Period) S [.. ' 0.92 g Spectral Design Response Ctoefficilent (1 .Seeond Period) Seismio response ociefficents(s) Redunda 'icy Factor (North/So uthDirection ) S„ r:; Cs = N/S :r ho= 0.77 g 0.229 1.3 Reclurida [ Factor (East / 'Nest Direction) ENV rho: 1.3 Design Base Shear (N)rth/South Direction) KIPS - KIPS 825 - 825 Design Base Shear (East i VVest Direction) Base shear governed , seismic Seismic, Analysis procedure used Equivalent Lateral Force (ELF) SNOW Flat Roof Srl OW Load, (PSF) P -7.- 26 (1)(2) IMP: , ......_ B Snow Drift Load included as required by Authority Having Jurisdiction No _ Snow Lod Importance Factor I„ = 1.0 T000gr apt* Ft ht e Wind Analysis procedure used: Ground Snow Load, (PSF) p:1 20 Snow Expcis Lire Factor C, e B 14.9 ............ .,.....„„...... ............ ...... 18.4 Thermal Factor n e 1.0 U5,1911. LiVg ARM Liyg LQAPI$ REMARKS & FOOTNOTES WADI , ......_ B iP1FIWINQ ..._...... Roof Live or SNOW (see above) 25 (I) i OCC14FANCY, Occupancy Category of Building per 2006 GC Table 1604.5 = H AND,AaSIgH: MAIN WIND FORCE RESISTING SYSTEM , ......_ B ........... .. . Bask; Wirld Speed, MPH ,„ Ex posure Category Wind Importance I = internal Pressure Goethe. n op iit T000gr apt* Ft ht e Wind Analysis procedure used: ; , ' ...,„.... ....... .... i COMPONENT & CLADDING PRESSURES for DESIGN Wall Cladding, Typical Zone ........ ......... . ....... ... 'Wall Claddirig, Edge Zone within 9 feet or owners PSF 14.9 ............ .,.....„„...... ............ ...... 18.4 Roof Cladding, Middle Zone 18.7 . , Roof Cladding, Edge Zone within 9 feet of edge Roof Cladcfing, Corner Zone within 9 feet of comers 23.0 34.7 Uplift Load (Net) 0 , STRUCTURAL GENERAL NOTES GENERAL REQUIREMENTS .. oovEnNms COOK: The design and construction of this project is governed by the "International Building Code (IBC)", 2006 Edition, hereafter referred to as the IBC, as adopted and modifted by the City of Tukwila WA, understood to be the Authority Having Jurisdiction (AFIJ) BerERENg.g STANDARDS: Refer to Chapter 36 of 2006 IBC Where other Standards are noted in the drawings, use the latest edition of the standa.rd unless a specific date is indicated Refereeice to a speroific seotion in a code does not relieve the eontraetor frorn compliance with the entire standard The following definitions cover the meanings of ttertain terms used in the notes: "Architect/Engineer" - The Architect of Record and the Structural Enginee.r of Record "Structural Engineer of Record" (SER) The structural engineer who is licensed to starnp & sign the structural documents for the project The SER is responsible for the design of the Primary Stale tural System • ''Submit for review' - Submit to the Architect/Engineer far review prior to fabrication or roonstroction ▪ "Per Plan" - Indicates references to the structural plans, elevations and structural general notes. "Specialty Structural Engineer" (SSE) - A professional engineer (PE or SE), licensed in the State where the project is located, (typically not the SER), WhO performs specialty structural engineerin sences for selected specialty-engineered elements idented in the Contract Documents, and who has experience and training in the Specialty Documents stamped and signed by the SSE shall be completed by or under the direct supervision or the SSE. "Bidder-designed" - Com ponents of the structure that require the general contractor, subcontractor, or suppier who is responsible for the design, fabrication and installation of specialty.erigineered ele- ments. identified in the Contract Doeurnents to retain the seNces of an SSE. Submittals of "BkIder- designed" elements shall be stamped and signed by the SSE PECIFI Refer to the project speccations issued as part of the contract documeots for inforrna- tion supplemental to these drawings. OTHER DRAWINGS: Filefer to the architectural, mechanical., electrical_ civil arid plumbing drawings for addi- tional information inciediN but not limited to dimensions, elevations, slopes, door arid window openings,. non- bearing W s , stairs, finisnes, drains, 'waterproofing, railings, depressions, mechanical unit locations,, and other nonstructural items.. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work, STFLIPTYRAL RgsFp NSIE1ILITIE§,,,. The structural engineer (SER) is responsible for the strength and stabil- ity ot trie primary structure in its competed form. qQQBVINAMQ.11 The Co ntractor is responsible for coordinating details and accuracy of the work; for con- finning and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and tor performing work in a safe and secure manner 1V1.,.„,015...14,E11.1PVIALLO ../AFELY..11„EcARREMERTI The contractor is responsible for the means and meth- Ws oF construction and all job related safety standards such as OSHA and DOS H (Department of Occupa- tional Safety and Health). Contractor i8 responsible to adhere to OSHA regulations regarding steel erection items speolficially addressed in the latest OSHA regulations. Bolting and field welding at all member oonnec- hurls is to be completed pnet to the release of the member from the hoisting M echa nism unless reViewed and approved by the General Contractor's temporary bracing and shoring design engineer EIRACING/SHORING DESIGN ENGINEER: The contractor shall at his discretion employ an SSE, a regis- tered professional engineer for the design of any temporary bracing and shoring, TEMP0RARY SHORINp, BRACING' . fte contractor is responsible for the strength and stability of the struc- ture during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the structure is complete. It is. the contractors responsibility to be farniliar with the work required in the construction documents arid the requirements for executing it properly. 9 NV.RUCTION LOADS: Loads on tile structure during construction shall not exceed the design loads as noted in DESIGN CRITERIA & LOADS below or the capacity of partially completed construction as deter- mined by the Contractor's SSE for Bracing/Shoring. gtiAll.955...ALLQAQINg The contractor has. the responsibility to notifiy the SER of any architectural,, me- c.hanical, electrical, or plumbing load imposed onto the strueture that differs from, or that is not documented on the original Contract Docurriente (architectural structural I mechanical / electrical or plumbing drawings). Provide doournentation or location, load, size and anchorage of all undocumented loads in iirxcess of 400 pounds. Proide marked-up structural plan iindicating locations of any new equipment or loads Submit plans to the Arcnitect/Eriginee.r for review prior to installation NQT E PREQEMA.EA: Plan and detail notes and specific loading data provided on indivtdual Mans and detail drawings supplements inforrnation in the Structural General Notes DI-CREPA CI E •: lii case of discrepancies between the Ceeneral Notes, Specifications 'Plan/details. Of F4tefer. enoe Standards, the Architect/Engineer shall determine vh.ich shall govern. Discreoanciee shall be brought to the attention of the Arehitect/Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the Contractor will be deemed to have included in the price the most expensive way of competing the "8 ork ,, unless prior to the submission of the price, the Contractor asks for a decision from the Architect as to which shall govern. Aceordingly„ any conflict in or between the Contract Documents shall not be a basis for adjustrnerit in the Contract Price. "rhe contractor oheli verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Architect/Engineer before pro- cfeeding with the work. ANACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to ea rthieeork, foundations, shoring, and excavation, Any utility Information shown on the drawings and details is approximate and not necessarily compete. ALTERNATE5t Alternate products of similar strength, nature and forrn for specified items may be submitted with adequate technioai docurnenitation to the ,Arc,hiteet/Engineer for review. Alternate materials that are sub- mitted 'without adequate technical documentation or that significantly deviate from the design intent of materi- als specified may be returned without review, Alternates that require substantial effort to review will not be reviewed unless authon DESIGN CRITER (1) Roof Snow Load in Low-Lying Puget Sound Basin based on WABO/SEAW White Paper, (2) Includes 5 psf rain-on-snow surcharge where pg is 20 psf or less per ASCE 7-05 Chap 7. (1) \i`iifind Load is teeda&telei to 0 7 times the Component and Cladding Loads per Table 1608.3 footnote f (1) Snow Load is en-reducealle and includes 5 psf rain-on-snow surcharge where ground snow load is greater than zero and 20 psf or less per ASCE 7-05 Chap 7. SU BrVIITTALS DEFERRED SUBMITTALS FQR REVIENVISUBM ITTA LS of shop drawings, and product data are required for items noted in tre Individual materials sections and for bbrider elernanins ,s,ggiminALimaggyiEgig2, Submittals shall be made in time to provide a rninimurn of TWO WEEKS for review by the Architect/Engineer prior to the, onset of fabrication ,QENER.ALS,..Q.ITERAQI913'4,„ntglimagyjEw: 1::'n or to 4 ,:,14,11)1T111S1iOn to tlie Anciitecrt/Erigirreer, the Contractor shalfi review the submittal for corn pletene,ss. Dimensions and quantities are not reviewed by the SER, and therefore, must be i,erified by the General Contractor. Contraetor shall provide any necessary dimensional details requested by the Detailer and jerovicle the Contractor's. review stamp and signature before forwarding to the .Architeolt/Engineer. SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittal for general conformance with the design concept and the contract documents of the building and will stamp the submittal accordingly. Markings or comments shall not be construed as relieving the contractor frorn com- pliance with the project plans and specifications, nor departures there from, SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the requirements of the structural drawings they shall be designed and stamped by the responsible SSE. RID.PgRAMIQIIIMILDIENT§ Submit 'Bidder-Designecr deferred submittals to the .Architect and SER' for review prior to submission to the city for approval. Design of prefabricated, "bidder designed", manufactured, pre-engineered, or other fabricated products shall be comply w . following requirements: 1) Design considers tributary dead, live m , wind and earthquake loads in combinations required by B:; 2) Design within the Deflection Limits noted herein and as specified or referenced in 2006 IBC, 3) Design shall conform to the specifications and reference standards of the governing code. 4) Submittal shall include: a. Calculations prepared, stamped and signed by the SSE demonstrating code confor- mance, PENERAL CONTRACTQF PRIOR REY1gW„: Once the contractor has completed his review of the SSE component drawings, the SER will review the submittal for general conforatance with the design or the build- ing and will stamp the: submittal oecordingly. Review of the Spec Structural Engineers (SSE) shop draw- ings (component design drawings) is for compliance with idesigni criteria and compatibility with the design of the primary structure and does not relieve the SSE of reswrisibility for that design, All necessary bracing., ties, anchorage, proprietary products shall be turnished and installed per rnanufaeturer's instructions or the SSE's design drawings and calculations. These elements include but are not limited to. • Open tiVeb Steel joists and Girders • Mechanical, Electrical, Plumbing 8, Sprinkler Hanger Plans • Conot@te Tilt-up Panel Reinforcement for Lifting, (Erection) and Temporary Bracing Requirements • Pre-ergi neared Steel Structures (Metal Bulldo)s) TESTS AND INSPECTIONS 11,ii§tEtEstanti. 103_ Foundations„ footings, undeislab systems and framing are subject to inspection by the Buildint; Official in accordance viith IBC 109,3 Contractor shall coordinate all required inspections with the Building Official. In addition to inspections required by IBC 109, Special inspections shall be done in ac- Q01 rice the STA TEM E NT OF SPECIAL I l'.1SPECT ioNs per 1704 and 1705. ..11.2 Special Inspectors shall be employed by the Owner to provide Special Inspections for the project. Special inspectors shall be qualified persons who are registered with WABO or demonstrate competence to the ezttirafatation of the Authority Having Jurisdiction per 1704,1. STATEMENT DF SPECIAL INSPECTIONS per 1704 and 1705_ Special Inspections and Testing are required by 1704, 1707 and 1708 for the following CONCRETE • Continuous and periodic inspections during concrete construction per IBC Section 1 704 4 and 'Table 1704.4 includi rig • Periodic inspection of reinforcing steel. • Periodic inspection during the placing or reinforcing steel. • Continuous inspection prior to and during the Owing of concrete around Lofts and embeds. • Periodic , ierificatican of the use of the required design mix, • Continuous inspection during the sampling of fresh concrete and during slump, air content and tem- perature determinations, • Continuous inspection during the placing of reinforced concrete for proper application techniques_ • Periodic inspection for maintenance of epee' fied curing temperature and techniques.. • Periodic 'verification of in-situ concrete strength prior to removal of shorea arid forms from beams and structural slabs. • Continuous inspection during the grouting operation of bolts or mbar dowels STRUCTURAL STEEL • Mandatory Shop Quality Control (QC) Procedure Verification per IBC Sec, 1704,21: ti Prior to the start of fabrication, Special inspector(s), representing the Owner, shall 1..(sit the Fab- ricator's sf where the ''or is to be iterformed, to - i,erify that the Fattrioator maintains...0e- tailed Fabrication and ittuality Control procedures that provid e. a basis for inspection, control of workmanship, r control and 'fabricator's ability to conform to approved Construction' Documents and referenced standards. Engineered component design drawings are prepared, stamped and signed by the SSE. Product data, technical information and manufacturer's written requirements and Agency approvals as applicable SSE may submit to the Architect/Engineer, a request to utilize relevant alternate design criteria of similar nature and generally equivalency which is recognized by the Code and acceptable to the Authority lelaWici Jurisdiction. Submit :adequate documentation of de- sign Fabricator shall have available for Inspector's re \lei detailed procedures for material control that demonstrates the fabricators ability to rreintain suitable records and precedures such that, at anytime during the fabrication process, the material specification., grade and mill test reports for primary load-carrying members. :are capable of being determined. Special inspector shall review the Quality Control procedures for completeress and adequacy relative to MSC 360-05 Chapter M. the AISC Code of Standard Practice, AWS D1 1-2004 Structural Vielding Code and 2006 IBC code requirements for the fabricator s scope of work, • Continuous Shop Special Inspection of -all steel fabrications is required IF fabrications will be per- formed by a shop defient in demonstrating ,acceptabIrtb Eabritigtiort_pad reqUfred by IBC 1704.2.1 Contractor to obtain Owner's, Architect/Engineers and Authority Having Ju- risdiction's A royal 'nor to asiv fabrication. • Shop Waiver of Special inspection - Fabricator Approval Verification per IBC Sec. 1704,2.2: e Special inspections at the Shop may be waived where: • Fabricator has been audited for Quality Central by an approved inspection agency atod is currently agtstergstutir stthtersy acr by the Authority Having Jurisdiction per IBC 1708.2. 2. • Submit for review evidenoe of prior approval(s) or Certification under Al-SC Quality Cer- tification Program to Architect/Engineer and the Authority Having jurisdietion. • If SPeGlErIP ImPectiOn rit'R $rwo* waived, the Fabricator shall: tt.. Employ art Cl/iti I to perform Fabricator/Erection I rISPeCk OnS in accordance with AWS 01,1 Section 6 At the completion of klbrication, provide a 'Certificate of Compliance" to the Authority Having jurisdiction stating that the work was performed in accor- dance viith the approved Construction Documents. • Inspections of steel Construction per IBC Section 1704.3 and Table 1704.3 shall be done in cc- corda floe with the foliowing requirements: All Nur Inspeotions where required by Code or Where specified on the plans shall be per- formed by AS NT qualified inspectors S uo n s i osit qiiettt th IBC 1704.2.1 and without IBC 1704.2.2 waiver, Special I p • Periodic Inspection of all welded joints in accordance with AWS Elinf by a "(ertified Welding Inspector (CaNI) .ipecia1 Inspector to Visually Inspect every weld per AWS D1 1 'I 6.1 prior to painting and preferably prior to shipping to site. • Fabrications shipped to site prior to Visual Special Inspection shall not be erected until Special Inspection of the fa lxicatio ns is completed. Continuous ehop inspection during the ,vellding of all Complete- or Partial Joint Pene- tration (CJP or 1- Groove Vi/elds as noted in IBC 'Table 1704.3. Continuous shop inspection during the welding of all Multi-pass Fillet Welds and Single- pass Fillet Welds exceeding 5/16" size as noted in IBC Table 1704.3, • Periodic shop inspection during the welding of all Single-pass Fillet VVelds NOT ex- ceeding 506' size as noted in IBC Table 1704 3 Special Inspections at the Site per IBC Sec 1 704 3: • Prior to the start of Field Erection, the Special Inspector, a "Certified Weicring Inspec- tor (C'.' I), shall 'visit the Job Site to itlerify the materials, weld procedure specifications (WPS) and . tvelder qualifications comply with PAWS Dl 1. • Provide Periodic Inspection of welder qualifications and WPS's during the course of coast ruction. • Periodic Inspection of ',wielded joints Visually Inspect per AVVS Di 1, Table 6.1, • Periodic field inspection during the welding of all Single-pass Fillet Welds NOT exceed- ing 5/16" size as noted in IE3C Table 17043 ▪ Periodic inspection during the field welding of all Welded Headed Shear (WHS) Studs used in the HOW daphragn system as noted in DC Sec, 1704.3. • Periodic inspection cloning the field welding of all Metal Floor and Metal Roof Deck per AWS D1.3 as noted in IBC Table 1704.3. • Periodic inspection during welding of stairs arid 1r and raili Continuous rield inspection Chiming the viielding or all Complete- or Partial Joint Peretra- non (CJP Dr PJP) Groove Welds as noted in IBC Table 1704.3. • Field * Continuous field inspection during the welding of all Multi-pass Fillet VVelds and Single- pass Fillet Welds exceeding 5/16" size as noted in IBC Table 1704.3. Quality Control (QC): Prior to the start of Field Erection, the Special Inspector shall visit the Job Site to 'venfy the framing requirements and bolting procedures comply with ABC and project specifications. Protifide Periodic Inspection of High Strength Bolting per BC Sec 1704.3.2 and Continuous In- spection of High Strength Bolting per IBC Sec 1704,3,3,3, where applicable. Level 1 'pecial Inspection • Periodic; insi:)ection of proportions of site-prep red mortar. • Periodic', 111151)ection of construction of mortar joints, • Periodic inspection of location of reinforcement and connectors. • Periodic inspection of size and location of structural elements, • Pettoclic inst:iection of type, size and location of anchors including anchorage of masonry to structural members, frames or other ccmstruction. • Periodic inspection of specified size, grade and type cifreinferceimrerit. • :Continuous inspection of yielding of reinforcing bars • Periodic inspection of the protection of masorify during cold weather Lemp. below 40 degrees F) or hot Yd'eather (temp_ above 90 degree I") • Periodic inspection to ensure that grout space is clean. • Periodic inspection of placement of reinforcement and connectors • Peri0C11C inspection for the construction of mortar joints. • CtiontintroUT:i inspection of grout placement and complia.nce with code and construction documents. • Periodic inspection of compliance with required inspection provisions of the construction , documents and the approved submittals. Soils & Foundaions (BC 180/3t • Continuous inspection during driving and testing of piles IBC 'fables 1704.8 and 1808. • During earthwork excavation, grading, . pre-loading and filling operations to satisfy requirements. of 1704.7. • Prior to placing any reinforcing steel, the geotechnical engineer shall inspect all soil bearing surfaces per 1804,2 and 10043 t5.1Ntblil.c.aafn • Embed placement in concrete. During grouting of adhesive anchors and reinforcing bars- Hifito HY150 ER 45193 or Simpson SET ER 115279. The special inspection shall comply with Sec. 1704 of the code_ For adhesive a Tic h ors, the special inspector M List record product description (ineluding product name), adhesive expiation date, concrete type and strength,. anchor diameter and steel grade, compliance of drill bit with this report, hole diameter, hole edge distance and spacing, cleanliness of hole and anchor, adhesive application (including verification of properly mixed adhesive) and anchor embedment. Additionally, the special inspector must state in the report supplied to the building official whether the anchor installation is ir accordance with the manufacturer's published instructions and this evaluation report. The manuface turers insttuctioris are, included in each unit package of adhesive. • Powder-actuated fasteners Hilti ER #2380 or Ramsetiked Head 1639. The special inspection shall comply with Sec. 1704 of the code. For mechanical anchors, the special inspector must be on the job - site continuously during anehor installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, hole dimensions, anchor spacings, edge distances, slab thickness, an char embedment and tightening torque. • Expansion belts. The special Inspection shall comply with Sec. 1 704 of the code. The special inspec- tor must record product description (including product name),, concrete type and strength, anchor di- ameter and steel grade, compliance of drill bit with this report, hole diameter, hole edge distance and spacing cleanliness of has:: and anchor and anchor embedment. Additionally, the special inspector must state in the report supplied to the building official whether the anchor installation is in accordance with the manufacturer's published instructions and the approved evaluation report. The in instructions are included in ear:an unit package of anchors. • Continuous inspection during Steel fabrication if not performed by "Approved Fabricators" as defined in BC Sec. 1704.2, • Continuous inspection dun rig embed placement in concrete and masonry. • Continuo LI'S inspection during grouting of adhesive „titterers anti reinforcing bars. I ,• -.1..,CONSULTANT INSPECTION ,SUBfidtITTALS: Special inspection reports atiell be provided 011 0 weekly basis. Final specit. inspection reports will be required by each special inspection firm per IBC 1704.1.2. Submit copes of all 'Iria ' spection reports to the Architect/Engineer and the Authority Having Jurisdiction for review. 4-1-41M APPRO1P be distributed to the Architect, the Contractor, Special Inspector and the Authority Hai,Ing Jurisctiotion, 5'1RUCTURAL OBSERVA r o 'l Structural Observation shall' be INOVided for structures classifierl as SOsmie Design Category D, E and F accordance with IBC See. 1700 and Sec. 1106.3. 4.1. Stnictural aiselvation site visits will be as folicaiNs durini3 foundation installation, prior to each elevated slab pour, during the fl.irriiing, of the first level, after the majority ef the framing is complete, and prior to framing encbsure. Coritra0i 1ShaliiM qf notify the SER in a timely manner to allow scheduled Observations to occur. Field (Obtiervation) Repotts ' ° " 1/u "T ASSURANCE, QA PLAN: The following Quality Assurance (QA) Plan was prepared WI accordance with IBC Sec 1705 for building systems .subect to special seismic anchorage, detailing arid inspection re- quirernents. The plan is prepared for the design team and the Contractor to identity specific building elements identified by the IBC as requiring special design and construction practices_ The information listed below is 8S8iSt the General Contractor in the development of project specific Quality Contiol (QC) procedures that are neces,sery to implement the Plan. .rhe Contractor is to return to the builtfing department an acknowledge- merit, in writing, of his responsibilities associated with this QA plan per 1706. This form must be signed and submitted prior to issuance of the building permit. Quality Control procedures developed by the Contractot should address specific measures and responsibilities necessary for IBC compliance with the requirements for the following items, 1) Seismic Design Category; Refer to SEISMIC subsection under the ao I(3L1S; RITE R NAL/IS 2) The Designated Seismic Load/Force Resisting System(s) (SLRS) for this project is: • Special Reinforced Concrete Shear Walls in each direction. 3) Other Systems' a_ HVAC ductwork containing hazardous materials and anchorage of such ductwork b. Piping systems and mechanical units containing flammable., combustible or highly toxic mate- rials (where applicable) C. Anchorage of electrical equipment used for emergency or standby pcwer ci. E>r tenor wall panels and their a nchorage. e. Suspended ceiling systems and their anchorage. f. Steel storage racks and their anchorage, where It:1.5 (where applicable) The designated seismic systems and seismic force resisting systems are subject to QA Plan per IBC Sec. 1705 1 5) The special inspection and testing to be provided per IBC See 1704 and 1708 and other applicable standards of this code. Refer to INSPECTIONS section in these notes. 6) The type and frequency of testing required. Refer to VESTS & INSPECTIONS and SUBMITTAL sec- tions for each material in these notes. 7) The type and frequency of special inspection required. Refer to - TESTS & INSPECTIONS and SUB- MITTAL sections for each material in these notes 8) The required frequency arld distribution of testing and special inspeetion reports. Refer to TESTS IN- SPECTIONS and SUBMITTAL sections for each material in these notes 0) '1' observation to be performed Refer to STRUC1ILIRAL OBSERVATION} sec:bon in these _ 10) The required frequency and distribution of structural observation ire:eoris Refer to STRUCTURAL OBSERVATION in theses notes. 11) The contractor shall submit in writing the following • Aclmowledgernent of the awareness of the special inspection requirements contained in the -QA Plan • Acknowledgement that control will be exercise to obtain conformance with the construction documents approved IN the building official. • Procedures for exercising control within the contractor's organization, the method and fre- quency of reporting and the distribution of the reports. • Identification and qualifications of the person exercising such control and their positions in the organization PREFABR ICA I E D CONSTRUCTION: All prefabricated construction shall conform to IBC Sec. 1703. ()COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. report 5206-008-00" SOILS AND FOUNDATIONS RECEIVE:: APR 2 2 2006 PETIMIT CENTEk. REr ERE l' STANDARDS; Conform to IBC Chapter 18 "Foundations & Retaining Walls." R7I"C: RT: Recommendations contained in "Wells-Fargo 'IOC Annex, by GeeErigineers dated April 17, 2007 - were used for design. 07 20 JUN 2 4 2;,166 CRONrr archi tects e ill S i,111e B u [ding 932 First e n Suite 40s 5 e 1 , 1,Y+1 95 I 01 2 0 • 2 9 , 7 0 0 i :ilininic 1 0 . / 2 0 . 40 f x www.craFtarchitects.corn Sheet No: Archleot of Record r Cr; LO Cr! ▪ r,$) 1 C4 CA a") XI C LO al C ▪ '‘t Date: Design: Drawn: Project No: Approved: s cn LJ Ui Revisions: 06104101 PERMIT 11/01/01 PERMIT I2/11/01 PERMIT REV A 0510210S PERMIT COMMENTS Sheet Title: STRUCTURAL eENERAL NOTES Ottol *1 24 x Ocsis NOW scca**1 reduced 04/02/01 E.1 LM 01-2I-050 07030-$11.thyg 03 Mar 2008 - 2:35 pm mjiory10 TB DRAWING LEGEND MARK D DESCRIPTION M MARK D DESCRIPTION F2.0 I FOOTING SYMBOL (REFER TO INDICATES DIRECTION OF DECK SPAN ( P1) P PILE CAP SYMBOL (REFER TO I I INDICATES WIDE FLANGE COLUMN 0 C TILT-UP/PRECAST CONCRETE WALL I o S INDICATES HOLLOW STRUCTURAL 1 - i S SHEAR WALL SYMBOL ( SCHEDULE) REFER TO fa I INDICATES WOOD POST Z\ R REVISION TRIANGLE o o I INDICATES HOLLOW STRUCTURAL SECTION (H55) COLUMN OR STEEL PIPE COLUMN ft TILT-UP/PRECAST CONCRETE WALL ril I INDICATES CONCRETE COLUMN CMU WALL REINFORCING SYMBOL (REFER TO CMU WALL REINFORCING I INDICATES PRECAST CONTINUITY PLATE LENGTH I INDICATES MOMENT FRAME <5T ( INDICATES DOUBLE SHEAR CONNECTION INDICATES DRAG CONNECTION II— I INDICATES NUMBER OF STUD RAIL INDICATES WOOD OR STEEL STUD ( SR ) R ? ., I <> S ROOF/FLOOR DIAPHRAGM NAILING INDICATES MASONRY/CMU WALL STEEL COLUMN SYMBOL (REFER 4 INDICATES CONCRETE/TILT-UP Cl S 4 ,..„ ,.,„., I r ' ' T SLAB E ELEVATION SYMBOL (T/ REFERS INDICATES WOOD OR STEEL STUD WA X'-x" T TO COMPONENT THAT THE I 0 0 O STUD BUBBLE (INDICATES NUMBER __ I INDICATES BEARING WALL BELOW ----fiii ( INDICATES STEP IN FOOTING INDICATES EXISTING WALL AL. D DETAILS OR SECTION CUT NUMBER/SHEET NUMBER) P POST-TENSION DEAD END (PLAN) 0)0( ( DETAILS OR SECTION CUT IN PLAN VIEW (DETAIL NUMBER/SHEET NUMBER) & &--4-4 P POST-TENSION STRESSING END (PLAN) __. 3 INDICATES LOCATION OF CONCRETE 3 P POST-TENSION PROFILE (PLAN) I ( _._._.--e O SPAN INDICATOR (INDICATES EXTENTS - Illo 0 01 ; I INTERMEDIATE STRESSING (PLAN) _ ABBREVIATIONS I Angle FIN Finish PSF Pounds per Square AB Anchor Bolt FLR Floor Foot Square STRUCTURAL GENERAL NOTES CONTINUED 6) POST-TENIS ION cONCRETE ANCHORA Anchors installed in cosq-tensioned slabs after the con- crete is cast shall net be installed without verification of tendon location and approval form the SER FA B R I CA TIOP • • Conform to AISC 303, Sec Cl and AISC 360 SOC, M2 arid M5. • Structural Welding and associated inspections and qualifications . shall conform to the AWS D1,1. See. WELDING not and SPECIAL INSPECTIONS for Structural Steel • The fabricator shall maintain detailed fabrication ,& erection quality control procedures per IBC Sec, 1704,2,1 that provides the basis for inspection control of the viforkmanship and ensures that the work is performed in accordance vidth Code of Standard Practice, the A ISC Specification arid the Contract Documents., Fabricators certified by the AISC Duality Certification Program with the following level of certification: Sbd - Conventional Steel Building Structures are deemed to comply with this provision. • Special Inspector shall review ad the procedures for completeness .and adequacy relative the Code and tle VVork. Further shop Special Inspections may be waived if the Fabricator is 'AISC Certified or othen,vise " A ppr oved" by the Authority Having Jurisdiction per IBC Sec 1704.2_2. See SPECIAL IN- SPECTIONS for Strui, Steel • Fabricator shall be certified by the MSC Quality Certification Program with the following level of certi- fication Sbd - Conventional Steel Building Structures_ E8Egr.KIN 1) 6) 4) ANCHORS: Expansion anchors shall be SER approved with current ICC re- port that pro4des allowable shear and tensile values in Cracked Concrete per AC1 318 Appendix (D, equal to or greater than those ICC values listed for Hilti Kwikbalt Ti install anchors in strict accor- dance to ICC ESR report and manufacturers instructions, 5) cOLD VVEATHE,R.Afr,fr E, Use acrylic anchors of equivalent strength when base ma- terial falls below 40 degrees F. Conform to AGO 303, Section 7 "Erection, Section 8 "Quality Assurance " and AISC 360, Section M4. 2) The Erector shall maintain detailed fabrication & erection quality control p(ocedures, that ensure that the work is performed in accordance with A ilSC 360 Sec M, A1SC 303, and the Contract Documents, 3) Steel work shall be carried up true and plumb within the limits defined in A ISC 303 Sec. 7 11, Structural VVelding to conform to the AVVS D1.1 and applicable WELDING notes above. 5) Special Inspector shall inspect the steel framing to verify compliance with the details shown on the Contract Documents including member size, location, bracing and the application of proper joint de- tails at each connection. Hgh strength bolting shall be periodically inspected by the Special Inspector per IBC Section 1704.3.3. BRACING and SAFETY PROTECTION. The contractor shall provide temporary bracing and safety protection required by AISC 360 Sec. M4.2 and AISC 303 Sec 7 10 and 711 PROTECTIVE COATINO REQLIIREMENJui: 1) SHOP PAINTING: Conform to AISC 360 Sc, M3 and AISC 303 Sec. 6.5 unless a multi-coat system is required per the project specifications. 2) INTERIOR STEEL: Unless noted otherwise, do not ptiint steel surfaces to be, • Concealed by the interior building finishes, • Fireproofed, • Embedded in concrete, Specially prepared as a "raying surface" for Type-SC 'slip-critical" bolted connections, unless the coating conforms to requirements of the RCSC Bolt Specification and is approved by the Chciineer. Welded, if area requires painting, do not paint until after weld inspections and Non- destructive testing requirement, if arq, are . satisfied b Interior steel, exposed to lAew. shall be painted YrIth one coat of shop primer unless otherwise indicated in the project specifications. Field touch-ups to match the finish coat or as otherwise indicated in the proj cot specifications 3) EXTERIOR STEEL: Exposed exterior steel shall be: a_ Painted with an exterior multi-coat system as per the project specifications. Reid touch-up paint- ing shall be to match top coat STEEL ROOF AND FLOOR DECK BEEEBENcLaTAND.613.2.3: Con form to: (1) JOB() Report ER-2078P reissued December 2, 2002. (2) AISI NAS or ASCE 8 (3) North American Specification for the Design of Cold-Formed Steel Structural Members NASPEC 2001 (3) AISI "Specification for the Design of Cold-Formed Steel Structural Members", AWS D1.3 'Structural VVelding Code - Sheet Steel " SUFR Submit shop drawings to the Architect/Engineer for review, Shop drawings shall include mate- rial type, design loads, diaphragm capacities, span layout l SSE, deck attachments, metal deck edge form design & calculations, and shoring requirements All openings shall be indicated, Arq alternate deck types and aeges shall be submitted to the A rchitect/Englneer for review prior to fa brication and shall include a valid X evaluation report, calculation's & shop drawings (component design drawings) stamped by the SSE ,M JEBIAL ASTM A653 --- SS Designation, Grade 33, Zinc coated per A653, 060. IVIinimum yield strength shall be 38 ksi TYPE: Deck shall be "Vercrf type as shown on the structural drawings based on 3-span, unshore,dcondition. Shoring is required for cortdtions other than 3-span. To eliminate shoring, the contractor may choose to use a heavier gage deck with approval by the SER. Ellg-±E,MALCAp_AQI,a: Deck and attachments shall' be capable of resisting the diaphragm shears where indicated on the drawings Subunit ICC Evaluation Report as proof of compliance. lNSTALLAT1ON: install deck in accordance , 4vith supplier's instructions and shop drawings. Attachments shall resist the uplift forces and the diaphragm shear forces shown on the drawings. Welding shall conform to AWS D1.3. '/Velders shall have current VVABO Light Gage Certification. Minimum end lap shall be 2'' centered over supports. lvtinimurn bearing shall be 2: Qpirlirva53- Deck openings less than 6" do not require reinforcement. For larger openings-, refer to typical details. ACCESSORIES: Deck manufacturer shall furnish shoring plans, closure pates, ridge and valley plates, cant strips, sump pans, flashing and all other light gage steel material required to complete the work ce.21:31 Confoffil to r this sheet or CAST-IN-PLACE CONCRETE arid CONCRETE REIN- FORCEMENT ProvicPe minimum 30() psi concrete and i!VVVF 6x6-W1 4x.VV1 4 unless noted otherwise. DECK FASTENING: Minimum deck fastening shal be as follows, unless noted otherwise on the drawings: • - 1/2" :diameter puddle welds each rib at transverse and perimeter supports, • 1/2" diameter puddle welds at 12 OC at longitudinal supports, • Button punch at 24" 00 at side lap connections or as indicated on the diaphragm schedule. opFNwFa sTFFL)opTs ANI).JOIST GIRDER§ (OWSII REFERENCE STANDARDS: (1) SJI "Standard Specifications for Open Web Steel Joists, K-Series", (2) SJI "Standard Specifications for Longspan Steel Joists, L.H-Series and Deep Longspan Steel Ants, [iLH Series", (3) SJl "Standard Specifications for Joist Girders". (4) IBC Sec. 2206, "Steel Joists." SUQMP18...S: Submit structural calculations and shop drawings (component design drawings) stamped by a SSE. Reference DEFERRED SUBMITTALS above for additional information 514E: Joists and girders shall be designed and fabricated by a member of the Steel Joist Institute (SJI) for the loads indicated above and on the drawings. Design live loads are listed under "DESIGN REQUIREMENTS'', this sheet. Total siesign dead shown under are show under "DESIGN BY OTHERS,' this sheet Eesign shall include the effects of wind up-lift, arid for fire svinkler support loads, , ,vhare applicable. FL.F3gsaoki ANI,p,5,JAMITI: The overall stability of the joist system is the responsibility of the SSE (SJI sup- pliet). Careful attention shall be given to the stability of the joists during erection in accordance with IBC and all sections Of the SJ1 Manual Specifically, sections in the SJI Manual on 'Bridging" 'Erection Stability and Handling" and "Handling anr..1 Erection" shall be carefully 'followed by the SSE (531 supplier) to provide stability of all members at all times AcCESQ,fillif All bridging, bottom chard bracing, girders and related connection hardware shall be pro- vided and designed by the supplier. All additional erection bolts, stabilizer plates, and any other additional steel to meet OSHA standards, shall be coordinated by the joist manufacturer and shall be provided by the steel detailerisuppli er. PRIMER coL0E: All steel shall be painted pray unless noted otherwise on the drawings or in the specifics- tiur A Metal Building Performance Speciflcations & Design Criteria GENERAL SCOPE OF WORK Meta I Building Contractors Re sponsi bi Ries: 'Pie Metal 01.,filding Contractor (M BC) is responsible for the design fabrication, and installation of the shell components of the project described herein. All design and construction to conform to the 2006 IntE. Building Code as adopted and amended by the City or Tukwila. Washing- ton, the latest edition of AISC; the latest edition of A 1St and the MBMA Design Practices Manual Construction documents and calculations for the building design shall bear tile seal of a Washing- ton State registered structural engineer, and conform to all applicable codes and specifications. U. rhe General Contractor (GC) shall provide the Engineer-of-Record a set of the building design calculations that include a summary page that shows the required design frame reactions, uplift requirements ,. and other foundation loads that need to be included in the foundation design. The M BC shall employ the aid of a 'Y'dziGhingtcn State registered structural engineer to prepare any si,rpplernentaf foundation design, arid all temporary bracing end shoring necessary to corn-- plate the work described. (.1. 'The MB C shall notify the ,Architect and Eng of all field changes prior to installation or fabrication, Metal Building Contractor shall provide the following submittals: The MB C is required to SObrilit stamped structural calculations, shop drawings and specifications. The shop drawings "shall include an erection sequence, all member sizes and locations, connec tion details, material properties, and reactions to the foundations. Submit to Architect and Engi- oeer-of-Record for review prior to fabrication. Building Design Criteria Lateral Design Criteria: a. Rigid frames arid/or braced frames as shown on the drawings. b Pin connections at the foundation assumed for frames. c. 2006 International Building Code as adopted and amended by City of 'Tukwila, WA, d. MBMA Design Practices Manual for the Wind Design e. Seismic Design Category D I'. Seismic Importance Factor - Standard Occupancy_ 1.00 Importance Factor - Ste ridard Cocuparicy: 1.00 h. 15'5 mph basic , ,foind speed I. Exposure B j. Lateral Deflections due to seismic loading governed by ASCE 7-05 Section 12.12 in Max, Lateral (Deflections due to wind: 0 0251i (h cave height.) Roof Design Criteria a b. 0. Roof Snow Load 2t osf Roof Collateral Dead Load t3.0 psi' (acid to total dead plus snow loads) Snow Drift Criteria 2003 113C Section 161)8 or MONA Manual RECEIVEL4. APR 2 2 MOB PERMIT CENTER M O 7 2 10 ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. CONSULTANT 44 h., '), PPROVEb pq UN 2 4 2114 V z 0 rzI 1:4 _______ z • - ww .Craltarchitects.c o n fir'teV1,1 C) "rf ' Date: Design: Drawn: archltects erminal Lfle Buildi rig I 93 2 First Li) Le 408 WA 9 8 1 0 II 2 0f . 7 2 0 "I 0 0 t p h n 2 0 I20.2949 f y Sheet No: Revisions: Project No: Approved: Archlect c4 Record Otto! Thing% 24 x Scale wan accord4/11 recixod 31.3 07030-513Awg 03 Mar 200t3 - 2:33 pm ngiorgio 06104101 PERMIT II/01/01 PERMIT 12/1c1/01 PERMIT REV A o3/02/o8 PERMIT COMMENTS Sheet Title: STRUCTURAL 6E113RAL NOTES CONTINUED, LEGEND AND ABBREVIATIONS 04102101 oN, LM 01-21-050 TB 60' -0" PRE - ENGINEERED METAL BLDG CANOPY S 8" CONC W/ #5 4) 18 "OC EW CENTERED OVER 3 "DPx2OGA METAL DECK 11" TOTAL THICKNESS REF NOTE 5 7/S5.1 I I t4x4x 6 /16 _ 1Z ? _717zzz , 1ZA :I T /STL 17' - 3 AT IF PANEL ROOF HATCH PER ARCH 42' -0" 36LH (1020/180) © 6' -0 "OC MAX V zZ jZ Z111ZZt' 17Z?7:Z. ? 1- E I 4A f� 72 V r 1/1 11 f I i (/ I ) 2/55.2 11 "{ VI Ni Y 'I __ rr2ZJ1r Z t4x4x (4) #6 BARS 10/S5.2 CO tmnrs LO cn Ill co O f )ZTTl /1i .ZZ f17�Tf ZZ�T Z , 7Jlrt _J 8/5/ 5.2 12/S5.1 ' -0 ., I NON - BEARING CMU WALLS TYP 7. NO NET UPLIFT IS REQUIRED FOR THE OWSJ DESIGN. r L- 45' -9" 48G8N31.7k MECH UNIT 6,500# /7Z7Z' ' r12 - Z7 _77J 77Z� 2 7 ZZL 1 fI w 48G8N31.7k 4 ROOF FRAMING PLAN NOTES: 1. FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND, REFERENCE 51.1, 51.2 AND S1.3. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. T STEEL 4. A INDICATES TOP OF STEEL (T /STL) ELEVATION AT JOISTS (T /STL = B /DECK) UNO; AT GIRDERS SUPPORTING OPEN WEB STEEL JOISTS (T /STL) = -5" FOR BEARING SEAT DEPTH. STEEL JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO. 5. ROOF DECK SHALL BE 3" DEEP VERCO TYPE W x 20 CAGE, 3 -SPAN DECKING. FOR DECK ATTACHMENT REQUIREMENTS, REFERENCE TFIE STRUCTURAL GENERAL NOTES, 6. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS: (400 /200) INDICATES TOTAL LOAD AND LIVE LOAD (IN PLF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS. • <a, 165' -0" 0 N O s N O c/ 4/55.2 ID SIM 11/S5.1 11/55A ( ) #6 BARS 37' -10" 48G7N31.7k (4) #6 BARS 48G7N31.7k LC) ID m N a v Cr) 8. ROOF JOISTS AND GIRDER TRUSSES ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING. CONTRACTOR TO PROVIDE THE TRUSS /JOIST SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. ROOF TRUSS /JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION. 9, LEDGER ANGLES ARE REQUIRED WHERE METAL DECKING INTERFACES WITH CONCRETE WALLS. REQUIREMENTS PER PLAN. 10. CMU: WALL TYPES, REINFORCING SIZE AND SPACING PER PLAN. ALL WALLS SHALL BE SOLID GROUTED, UNO. FOR MATERIALS AND SPECIAL INSPECTION REQUIREMENTS, REFERENCE THE STRUCTURAL GENERAL NOTES, UNO. 11. FOR CONCRETE SHEAR WALLS REFERENCE ELEVATIONS. 12. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. 13. CONTRACTOR TO COORDINATE EMBEDS IN PANELS PER DETAILS. 14. REFERENCES FOR TYPICAL STEEL DETAILS ARE AS FOLLOWS: 7/S5.2 TYPICAL DECK OPENING REINFORCING DETAILS 39 -5" 36LH (1020/180) Mai - L4x4x t4x4x /1 SCALE: 1 /8"=1'-0" !) ROOF FRAMING PLAN P" fl'' T /STL 18' -9" AT IF PANEL T /STL 18' -3 AT GRID 7/S5.1 T /STL 17 -7 AT GRID T /STL 17' -0" AT IF PANEL JUN 2, 4 CEDE... APR 22 2008 PERMIT CENTER ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. Shee No: a r C h t t. e C TerrriirldI Sd Bu Idirs 1 1932 FirS1 AVf° i tt Liil:t .I CI S G'1 I I, Vi" A 9 8 I (7 n 2 f.16. o'?r) 7 0 t p lac:sr"l 2 0 6 . / . 4) 2 L;' 4 '(i' „ l '; CONSULTANT a tarchltect:s.com Architect of Heard S o .s S 0) O N 0 N (/) W a_ X W Revisions: 06/04/01 PERMIT II /0a /07 PERMIT 12/11/07 PERMIT REV A 03/02 /0 S PERMIT COMMENTS Sheet Title: STRUCTURAL Dote: Design: Drown: Project No: Approved: ROOF FRAMING FLAN cklghw drift M 24 x . Bale Nam occaxixt, I redued 04102101 row 0 LM 01 -21 -030 TB S2.2 07030 -S22.. g 03 Afar 2003 - 2:42 pm ngiorgio