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HomeMy WebLinkAboutPermit M10-048 - GOLFTECJET CITY GOLF 406 BAKER BL M10 -048 City oAI'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 0223100037 Address: 406 BAKER BL TUKW Project Name: GOLFTEC Permit Number: M10 -048 Issue Date: 05/27/2010 Permit Expires On: 11/23/2010 Owner: Name: VILLAGE PARTNERS SOUTHCENTE Address: 1420 5TH AVE #2200 , SEATTLE WA 98101 Contact Person: Name: BRETT ALLEN Address: 2140 4 AV W , SEATTLE WA 98119 Email: BRETTALLEN @COMCAST.NET Contractor: Name: O'LEARY BUILDING & REMODELING Address: 1510 4TH AVE W , SEATTLE WA 98119 Contractor License No: OLEARBR942JE Phone: 206 890 -2172 Phone: 206 - 217 -5843 Expiration Date: 04/08/2012 DESCRIPTION OF WORK: REPOSITIONING OF VENTS (HFAC AND VENTS ALREADY EXISTING) Value of Mechanical: $2,500.00 Type of Fire Protection: SPRINKLERS /AFA Permit Center Authorized Signature: ; %I! \ �V \k% Fees Collected: $216.88 International Mechanical Code Edition: 2009 Date: 21 1, V v I hereby certify that I have read and ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie with whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: I5 f 8tv- Date: c/ =3--/ 0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M10 -048 Printed: 05 -27 -2010 • 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 Parcel No.: 0223100037 Address: 406 BAKER BL TUKW Suite No: Tenant: GOLFTEC PERMIT CONDITIONS Permit Number: M10 -048 Status: ISSUED Applied Date: 04/13/2010 Issue Date: 05/27/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional m responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors m the construction documents and other data. * *continued on next page ** doc: Cond -10/06 M10 -048 Printed: 05 -27 -2010 • 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. Signature: Print Name: 6tetr /(3 Date: doc: Cond -10 /06 M10-048 Printed: 05 -27 -2010 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwita.wa.us nicalPermit No. VO cg�Gas Permit No, Wark s Perm t No Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: Li d ( &t ker 614, King Co Assessor's Tax No.: O2_22' i 1 " O(,) 7.31 Suite Number: 11 0 Floor: 1 New Tenant: lir Yes ❑ .. No Tenant Name: e -r - 1 A-7/ (7,01 °4 £ L t ci h fL Property Owners Name: ' /L e_ _ u Mailing Address: 1' CONTACT PERSON - who do, we contact when your permit,is' Name: aref. /41 eh Mailing Address: a q o q-tL /4/e. W. 64 T Zt City ct- 1n/A q ft e 6— State Zip E -Mail Address: 6reVr ill ! h cin,le ail , Vle't Day Telephone: 4-06--'i? g 01.0- gjiet City State Zip ,°4 (�Li0� Fax Number: � `� � ""' � , 0 GENERAL CONTRACTOR INFORMATIOI (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Pipit Company Name: Mailing Address: O ' Le Ar l S'( Contact Person: e 0.064 (pg 5 0 Le a,1 E -Mail Address: Contractor Registration Number: ) L EA ' 1 G 4 .,L ;S E City Day Telephone: (J6-lib. 04. 4= a- g f d_ Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD All1 plans must wet stamped by Archfi Company Name: Mailing Address: Contact Person: �krkd,rr -i �il,hrw,ls l9t i U i 9 � i^ JA- a- '1112. 1eIc, /lit /1/4 1 cco ,3L( City State / Zip Day Telephone: cal S 6-- LJ (6 s' 3 -3 E -Mail Address: FaxNumber: T‘ - 6 3 79 ENGINEER OF RECORD — Ail pla t must be wet stamped by Engne Company Name: Mailing Address: o I G " 1 q pe r flue . E- - L l err? Al ti i /tie t,.i -79fj'-y 0 yo,.? y City Contact _ State Zip Contact Person: 'U "61/1 ice' �-S Day Telephone: CfC La Y— F"--3 -3- E -Mail Address: Fax Number: '75 C6 `" `1.1- g-- ‘S.:-1/ H:\Applications\Fonns- Applications On Line\2009 Applications \1-2009 - Permit Application. doc Revised: 1-2009 bh Page 1 of 6 BUILDING PERMIT INFORM TION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ he''352.s 0 Existing Building Valuation: $ ; 5- An-' r i a. /21 t 1n =.a,r /---, 1 ,t,r 'f.) 3 r. Scope of Work (please provide detailed information): U'`T�'.r 1' h � ,� k�, ( ) c e . c 3 —' ? r r- Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Interior Remodel Addition to Existing Structure Type of Construction per I13C, Type of Occupancy per IBC 1st Floor 2"(1-Floor 430 3rd Floor Floors Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): `" 14� Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers )4 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety 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. H:\Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 MECHANICAL CONTRACTOR INFORMATION Company Name: 0 ` L e a r ,t �/j�i tt i d iA (, t Ae 6.,,, u1.� "� t Mailing Address: i Sl a ill- /gilt- 'vv- Sea 'et q.Kr� c� Contact Person: t tt r GA,, 0s 1—c e/1 E -Mail Address: Fax Fax Number: Contractor Registration Number: 0 LE A4 J( ej'C 9 VoL 7 E Expiration Date: State Zip Day Telephone: 4-' 6 6 / " Valuation of Mechanical work (contractor's bid price): $ ,t / �`� Scope of Work (please provide detailed information): PV/4 L oirr-d V net, 7- J G I %e 1, 01 € a t. (7 y/ Y� e ��f, r ! t, t �,5 '04 �' Lae Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....'tom Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: 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 Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H: ApplicationsWonns- Applications On Line\2009 Applications 1-2009 - Permit Application.doc Revised: 1 -2009 bh Page 4 of 6 Scope of Work (please provide detailed information): /A Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #I25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline 0... Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 0 Se tic System: On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance 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 cubic yards ❑ ...Total Fill cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑ ...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Permanent Water Meter Size... It WO # ❑ ...Temporary Water Meter Size .. WO # ❑...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑...Sewer Main Extension Public ❑ Private ❑ ❑ ,..Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HAApplications\Fornu- Applications On Line\2009 Applications\1 -2009 - Permit Applieation.doe Revised. 1 -2009 bh Page 3 of 6 PER1VOAPPLICATION NQ '> nt on 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. BUILDING OW ER OR AUTHORIZED AGENT: Signature: Print Name: 6rerr Pi jj1e k Mailing Address: Li a `'L�1 Ave • Iv- S 6ele 'WA q Fla Date: O ot/ Day Telephone: �-o— ?-70 —t 9°L. City State Zip Date Application Accepted: Date Application Expires: Staff Initials: iii j«��� i���3 �� / ciVIIV H:\ApphcanonsWonns- Applications On Line12009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: .Fixture Type: Qty. • Fixtuie Type• ' Qty- ; Fixture_Type; ;:.. 1. :Qty Fixture Type:. ;. Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H: 1Appltcettons\Porms•Apphcattons On-Line 12009 Applicenons \I -2009 Permit Application. doe Revised: 1.2009 bh Page 5 of 6 CiP of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: htp : //www. ci. tukw ila. wa. us SET RECEIPT RECEIPT NO: R10 -00944 Initials: JEM Payment Date: 05/27/2010 User ID: 1165 Total Payment: 1,392.90 Payee: JET CITY GOLF, LLC SET ID: 0527 SET NAME: GOLFTEC SET TRANSACTIONS: Set Member Amount D10 -097 M10 -048 TOTAL: 1,219.40 173.50 1,219.40 TRANSACTION LIST: Type Method Description Amount Payment Check 1364 1,392.90 TOTAL: 1,392.90 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES MECHANICAL - NONRES STATE BUILDING SURCHARGE 000.322.100 000.322.102.00.0 640.237.114 TOTAL: 1,214.90 173.50 4.50 1,392.90 PAYMENT RECEIVED Cif, 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. tukw ila. wa. us SET RECEIPT RECEIPT NO: R10 -00617 Initials: JEM Payment Date: 04/13/2010 User ID: 1165 Total Payment: 833.07 Payee: JET CITY GOLF, LLC SET ID: S000001372 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member D10 -097 M10 -048 TOTAL: Amount 789.69 43.38 789.69 TRANSACTION LIST: Type Method Description Amount Payment Check 1347 833.07 TOTAL: 833.07 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 TOTAL: 833.07 833.07 J INSPECTION NO. ' INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projecct%t: r 636 l c.� _ Type of Inspectio r: /i A /mile • Address: Date Called: Special Instructions: . a Date Wanted: - w ✓ a.m. - ti(J "�� .. Requester: • Phone No: - Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: fi ECTION FEE RE IRED. Prior o next inspection. fee must be 6300 Southcenter vd.. Suite 00. Call to schedule reinspction; e .S'.'SX'�.1:n . "F ?. t�"' .� • •i+gYJ. 44 .\a.A flv+.- a . • -.:i` — b INSPECTION NO. V_dJ INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 11; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' t: Type of Inspect 'on: ittecit A.,0 0 6 r‘ Addr s:(e) ^_e Date Called: Special Instructions: II� �j 04240 W 0 — Of 1)nnCV 676 Date Wanted: 8__ r C _!� a. n. p.m. Requester: Phone 9: _l01 1 —2`7 20 6 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: e'7 1' 0. REINSPECTION FEE R QUIRED. 'rior to inspection, fee must be aid t 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. R . ei • f No.: Date: .4tc- I INSPECTION NO. INSPECTION RECORD AA,, Retain a copy with permit /� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 : �0 ( P7-------, Tye f Insp ecion _ /Pro Address: g, /,- Date Calld Special Instructions: Date Wanted: ' ......„a.ry, 6— —Go —(() p.m. Requester: Phone No: + 7 _251q 2 ElApproved per applicable codes. Corrections required prior to approval. , COMMENTS: CT) W- A -J E. D \ J A- 114 (e T-0, n$ e --) iL TTh `Te ei 5 ,W re L,,.A. (� _ t) f �eSS k.. - ik'& l $60.00 REINSPECTION FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe or: Date:1 / _ �I0 Receipt No.: Date: PE ,, 1 ' ITC C "� PY• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -048 PROJECT NAME: JET CITY GOLF SITE ADDRESS: 406 BAKER BL DATE: 04/13/10 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPART ENTS: 0 uTding ?vision Public Works A Ik)JJA - 0-0 Fire Prevention Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 04/15/10 Not Applicable Permit CenterUse Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/13/10 Approved ❑ Approved with Conditions 2/ l 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: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Peter Friendly Page 0 General /Specialty Contractor A business registered as a construction contractor with LEI 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. Business and Licensing Information Name O'Leary Building & Remodeling UBI No. 602578616 Phone 2062175843 Status Active Address 1510 4Th Ave W License No. OLEARBR942JE Suite /Apt. License Type Construction Contractor City Seattle Effective Date 4/5/2006 State Wa Expiration Date 4/8/2012 Zip 98119 Suspend Date County King Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Weary, Ciaran Owner 04/05/2006 Amount Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SG6425 04/05/2006 Until Cancelled $12,000.00 04/05/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 NORTHFIELD INS CO WS014208 04/06/2009 04/06/2011 $300,000.00 04/02 /2010 2 NORTHFIELD INS CO WS010214 04/05/2007 04/05 /2009 5300,000.00 04/02 /2008 1 NORTHFIELD INS CO CP489232 04/05/2006 04/05/2007 $300,000.00 04/05/2006 Summons /Complaint Information Cause Complaint Judgment Status Payment Paid By 07-2-38117-1 ANDREWS, JERI InterPlead: No Date: 12/21/2007 Amount: $0.00 Bond(s): Date: Amount: $0.00 Dismissed Date: Amount: Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 05/27/2010 ARCH. DRAWING ABBREVIATIONS GENERAL NOTES KEY PLAN SITE MAP & AND L ANGLE © AT CENTERLINE # POUND or NUMBER ACCES. A.C.T. ADJ. A.F.F. AL. APPROX. ARCH. ASPH. B.C. BD. BITUM. BLDG. BLK. BM. B.O. BRG. BTWN. BUR CAB. CEM. CER. C.F. C.G. C.I. C.J. CLG. CLKG. CLR. CMU CN TR. C.O. COL. CONC. CONN. CONST. CONT. CONTR. CORR. C.T. CTR. CTSK. D DBL. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. DWG. E. EA. E.LF.S. E.J. EL. ELEC. EMER. ENCL. EQ. EQPT. E.W.C. EXP. EXPO. EXST. EXT. FABR. F.C. F.D. FDN. F.E. F.E.C. FIN. FI XT. FL. FLASH. ACCESSIBLE ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASPHALT BACK OF CURB BOARD BITUMINOUS BUILDING BLOCK BEAM BOTTOM OF BEARING BETWEEN BUILT -UP ROOFING CABINET CEMENT. CERAMIC COLD FORMED CORNER GUARD CAST IRON CONTROL JOINT. CEILING CAULKING CLEAR CONCRETE MASONRY UNIT COUNTER, CASED OPENING COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CERAMIC TILE CENTER COUNTERSUNK DEPTH DOUBLE DEPARTMENT DRINKING FOUNTAIN DETAIL DIAMETER DIMENSION DISPENSER DOWN DOOR OPENING DOOR DRAWER DOWNSPOUT DRAWING EAST EACH EXT. INSUL. & FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY ENCLOSURE EQUAL EQUIPMENT ELECTRIC WATER COOLER EXPANSION EXPOSED EXISTING EXTERIOR FABRICATOR/ FABRICATED FURRING CHANNEL FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FIXTURE FLOOR FLASHING FLUOR. FLUORESCENT F.O.(XX) F.O.C. F.O.F. F.O.M. F.O.S. FR.TR. /FRT FT. FTG. FURR. GA. GALV. GL. GR. GYP. GYP.BD. H.B. H.C. H.D. HDWD HDWE H.M. HORIZ. HR. HGT. HSS I.D. I.G. INFO. INSUL. INT. FACE OF (XX) FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIRE- RETARDANT TREATED FOOT OR FEET FOOTING FURRING GAUGE GALVANIZED GLASS GRADE GYPSUM GYPSUM WALLBOARD HOSE BIBB HOLLOW CORE HEAVY DUTY HARDWOOD. HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HOLLOW STEEL SECTION (TS) INSIDE DIMENSION INSULATED, TEMPERED GLASS INFORMATION INSULATION INTERIOR JAN. JANITOR JT. JOINT KIT. L. LAM. LAV. LT. M AS. MAX.' MECH. MED. MEMB. MET. MFR. MIN. MISC. M.O M.R. MTD. N. N.I.C. N0.' NOM. N.T.S. 0.A. OBS. 0.C. 0.D. OPNG. OPP. 0.H. PL. PLAS. PLMB. PLYWD. P.O.C. PR. PRCST. PRTN. PR.TR. P.S.F.F. PT. PTD. KITCHEN LENGTH LAMINATE LAVATORY. LIGHT MASONRY MAXIMUM MECHANICAL MEDIUM MEMBRANE METAL MANUFACTURER MINIMUM MISCELLANEOUS MASONRY. OPENING MOISTURE RESISTANT MOUNTED NORTH ' t NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALi OVERALL OBSCURE ON CENTER OUTSIDE DIMEA:SION OPENING. OPPOSITE OVERHANG PLATE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD POINT OF CONNECTION E CTION PAIR PRE -CAST PARTITION PRESSURE TREATED PREFAB. STRI'f, STL. FABR. POINT PAINTED Q.T. QUARRY TILE QTR. QUARTER R. RAD. R.D. REF. REFR. REINF REQD RESIL. RET. RM. RND. R.O. R.T.U. RWC RISER RADIUS ROOF DRAIN REFERENCE REFRIGERATOR' REINFORCED REQUIRED RESILIENT A RET INI NG ROOM ROUND ROUGH OPENING HVAC UNIT RAINWATER CONDUCTOR S. SOUTH S.C. SOLID CORE SCHED. SCHEDULED SECT. SECTION SF. STOREFRONT SHT. SHEET SIM. SIMILAR S.J. SAWCUT JOIN' SPEC. SPECIFICATION S P ECD. SPECIFIED (SECTION) S.ST. STAINLESS STEEL STD. STANDARD I STL. STEEL STOR. STORAGE. STRUC. STRUCTURAL SUSP. SUSPENDED T. B.D. T. C.` TEL. T &G T.G. THK. THR. T.O. T.P. TS TV T.W. TYP. UNF. U.G. U.O.N.' UP. VCT VERT. VEST. V.I.F. V.T.R. W. W DWD WDT. W/0 WP WSCT. WT. TO BE DETERMINED TOP OF CURB TELEPHONE TONGUE AND 4 GROOVE TEMPERED GLASS THICK THRESHOLD TOP OF TOP OF PAVEMENT TUBE STEEL (MSS) TELEVISION TOP OF WALL, TYPICAL UNFINISHED UNDERGROUND UNLESS OTHERWISE NOTED URINAL VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VENT THRU R4:OF WEST WITH WOOD WIDTH WITHOUT WATERPROOF WAINSCOT WEIGHT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSION OR EXISTING CONDITIONS. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. CONTRACTOR SHALL CONSULT WITH GOLFTEC REPRESENTATIVE TO RESOLVE ANY QUESTIONS, OMISSIONS, OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR BUILDING, FIRE PROTECTION, PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ANY CHANGES OR BUILDING PERMIT UPDATES : AS REQUIRED DURING THE PROJECT. CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS, AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. DETAILS FOR CONSTRUCTION NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR S PRIOR TO PROCEEDING WITH THE WORK, AND EXISTING `CONDITION I , NOTIFY GOLFTEC'S REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE DELIVERY OF MATERIALS FROM GOLFTEC CONTRACTED 'THIRD PARTY ACCOUNTS AND VENDOR DIRECT SHIPMENTS WITH GOLFTECS REPRESENTATIVE. ". 10. CONTRACTOR TO VERIFY THE INTEGRITY OF EXISTING FIRE WALLS, PATCH AND REPAIR AS REQUIRED TO MEET FIRE RATING REQUIREMENTS. R ALL 'ARE FREE AND T VERIFY AND 11 CONTRACTOR TO VE D NSU E LL ENSURE ND 'ALL EMERGENCY EXIT HARDWARE IS IN PROPER A W RKIN R WORKING ORDER. 12. CONTRACTOR TO VERIFY PROPER WORKING ORDER AND LOCATIONS OF EXIT LIGHTS. 13. CONTRACTOR TO VERIFY AND ENSURE EMERGENCY LIGHTING LEVELS PROVIDE MINIMUM OF 1.0 F.C. AT FLOOR LEVEL ALONG ALL PATHS OF EGRESS. 1 CONTRACTOR SHALL MINIMIZE CONSTRUCTION DISTURBANCES TO ANY EXISTING FIREPROOFING. WHERE DISTURBANCES ARE REQUIRED, FIREPROOFING SHALL BE REPLACED WITH SIMILAR MATERIAL AND THICKNESS BY A LICENSED FIREPROOFING CONTRACTOR. 15 ALL WOOD FOR INTERIOR USES TO BE FIRE- RETARDANT TREATED. ALL WOOD FOR EXTERIOR USES TO BE PRESERVATIVE TREATED. 16. SEAL AROUND ALL NEW PENETRATI ONS T HROUGH WALLS AT OR ABOVE CEIL ING'LINE 'WITH NON - COMBUSTIBLE MATERIALS. 17. CONCRETE FLOORS REMOVED FOR INSTALLATION OF UTILITIES SHALL BE. CUT IN A STRAIGHT LINE WITH A SHARP TOOL, TAKING ADVANTAGE OF BE E BACK- F LLED WITH EXISTING CONTROL JOINTS. TRENCHES SHALL B FILLED EXISTING FILL AND CO MP AC T ED IN 6" LIFTS. VAPOR BARRIERS, IF PRESENT SHALL BE REPLACED AND SEALED TO EXISTING. CONCRETE SLAB THICKNESS REINFORCEMENT AND FINISH SHALL MATCH EXISTING. 3,500 PSI A DAYS MINIMUM. EDGES OF CONCRETE SHALL BE AT 28 AYS MIN EXISTING SLAB SHALL BE DOWELED OR KEYED TO NEW INFILL. DO NOT BRIDGE EXISTING CONTROL JOINTS. 18. ALL ROOF PENETRATIONS SHALL BE PROPERLY SEALED OR FLASHED AS APPROPRIATE FOR THE TYPE OF ROOF CONSTRUCTION. ` WORK SHALL NOT VOID ANY WARRANTIES. 19 THE ARCHITECT IS NOT RESPONSIBLE FOR SITE INSPECTIONS, GENERAL OBSERVATIONS, CONDITION OF EXISTING CONSTRUCTION AND /OR DEVIATIONS FROM THE DRAWINGS - OR SPECIFICATIONS. SYMBOLS LEGEND A1.1 FIN. F COLUMN LINE DETAIL DWG. ELEVATION /DWG. OF BLDG. SECTION /DWG. WALL SECTION/DWG. OF DETAIL /DWG. INTERIOR ELEVATION A1.1 0 DATUM ,_O„ . EL.-0 1 2" T.O. CONC. XXX -# SF-## ## NAME FEm 4i> FINISH TYPE STOREFRONT TYPE PARTITION TYPE ROOM NAME NUMBER DOOR NUMBER THERMOSTAT FIRE EXTINGUISHER REVISION . ADDENDUM REVISION - CONSTRUCTION BULLETIN FEe ■ FIRE EXTINGUISHER SPOT ELEVATION GOLFTEC SPACE • • • •• r• COMM ■ ■ ■ ■r■ne ■ ■ ■��e■ ■■c�■ ■ ■ ■��■■ ■I p. zssN,o isik'Oh x%7111.! TENANT IMPROVEMENT �:....�.: FOI GOLFTEC" KWI 406 BAKER BOULEVARD UKWILA, WASHINGTON 98188 PROJECT TEAM DRAWING LIST GOLFTEC REPRESENTATIVE: GOLFTEC ENTERPRISES 12450 EAST ARAPAHOE ROAD, SUITE B CENTENNIAL, CO 80112 PHONE: (303) 779 -9900 EXT.219 POINT OF CONTACT: CHAD COVAK EMAIL: ARCHITECT: IGNARRI LUMMIS ARCHITECTS, LLP 60 1 CHAPEL .._. PE AVENUE EAST CHERRY HILL, NJ 08 034 PHONE: ( 856 ) 428-8877 EXT.275 FAX: (856) 429 -6379 POINT OF CONTACT: JENNIFER KOSMIDER EMAIL: JKOSMIDER@IGNARRILUMMIS.COM DRAWING TITLE CURRENT ISSUE A0.1 CODE DATA & PROJECT DATA PERMIT / BID A0.2 GENERAL RE UIREMENTS & SP I I TI Q EC F CA ONS PERMIT / BID A0.3 SPECIFICATIONS PERMIT / BID A2.1 EXIST PLAN, LA FLOOR PLAN &' DETAILS PERMIT / BID A2.2 REFLECTED CEILING /LIGHTING GHTING P LAN PERMIT/BID POWER PLAN & DETAILS A2.3 FINISH PLAN & NOTES A6.1 FRAMING DETAILS CODE DATA & EGRESS PLAN O OCCUPANCY DESCRIPTION THE DEMISED PREMISES OCCUPIED BY GOLFTEC SHALL BE USED FOR " THE INSTRUCTION OF THROUGH THE USE OF PATENTED TECHNOLOGY AND PROFESSIONAL INSTRUCTORS. HR H F L BUILDING CODE ANALYSIS: © APPLICABLE CODE S w LO C, LOCAL AMENDMENTS) - INTERNATIONAL BUILDING CODE , 2006 EDITION - NATIONAL ELECTRICAL CODE, 2008 EDITION - INTERNATIONAL FIRE CODE, 2006 EDITION - INTERNATIONAL MECHANICAL CODE, 2006 EDITION - UNIFORM PLUMBING CODE, 2006 EDITION O SEISMIC DESIGN CATEGORY: D © USE. GROUP: B- BUSINESS O TYPE OF SHELL CONSTRUCTION: TYPE II -B, SPRINKLERED © TENANT SPACE AREA: Tenant Space Area per OccuP anc Y Type: [Gross Area ] B Business 2,430 SF O OCCUPANT CONTENT (IBC Table 1004.1.2): [Gross Area / SF per Person = # Persons] B (Business) 2,430 SF /100 = 24.30 Persons TOTAL Occupant Load = 25 Persons ® EGRESS WIDTH (IBC Table 1005.1): [# Persons x 0.15" per Person (with sprinkler) = Width] B (Business) 25 x 0.15 = 3.75" TOTAL Egress Width REQUIRED = TOTAL Egress Width PROVIDED 3.75" 101.25" © EXIT ACCESS Egress shall not pass through storage rooms or spaces used for similar spaces. © EXIT ACCESS TRAVEL DISTANCE Exit Access Travel Distance (Group B = 250 feet (with sprinkler system . O EXITS (IBC Table 1019.1 : Minimum No. of Exits Occupant Load . Required Provided 1 -500 2 2 . L PLUMBING FIXTURES NOTE: TOILET ROOM REQUIREMENT TO BE MET BY EXISTING PUBLIC RESTROOMS IN REAR SHARED CORRIDOR. -UPC (Table 4 -1) Exception :18:. A drinking fountain shall not be required in occupancies of 30 . or less. EXISTING SPRINKLER/ ELECTRICAL ROOM SERVER ROOM EXIST. 33.75" EGRESS WIDTH ACCESSIBLE) MAX DISTANCE TRAVELED = 70'-O" Permit No. PERMIT/ / BID IERMIT/BID DATE ISSUED 03/26/10 03/26/10 03/26/10 10 03/26/10 / 10 03 26 . / 03/26/10 2 0 03/26/10 Plan review approval is subject to errors and omissions. -prowl of cans<ruction ddcumants does rot authori =b o violation of any adopted code or ordinance. Receipt ved Ei fl Copy and conditions is acknowledged: By Date: PUTTING GREEN FE® -116 •1 (0 City f Tukwila SIONSI7.��71�II1�J►.F:11. EXISTING ADA PUBLIC RESTROOMS BAY #3 BAY ` #2 ENTIRE TENANT SPACE IS FULLY SPRINKLERED o Pi* BAY #1 0 RECEPTION 7 ICs EXISTING ADJACENT TENANT FE LEGEND: EXIT • MAXIMUM TRAVEL PATH START POINT PATH OF EGRESS TRAVEL (MUST BE LESS ( THEN 250 FT.) REVISIONS No changes shall be made to the scope . of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new pl p an submittal I and may include additional plan`reviev/ fees: ADJACENT TENANT /\ REVIEWED FOR CODE COMPLIANCE PPROVED MAY 12 2010 Ci f fir o Tukwila BUILDING DIVISION rY• PE MIT 1 3 2 010 EXIST. 67.50 EGRESS WIDTH (ACCESSIBLE) MAX DISTANCE TRAVELED = 69' -� �E > ui v7 a z� co CO CO co LL > Q o: N co U CD OD U: W 1-- L.L J 0 rt 0 LL 1- 0 z p! 111 W O Et Q Q 00. Z Q -' Z CO W t_ c _ d- I- DISTRIBUTION: DATE:. PERMIT / BID 03/26/10 ARCH. PROJECT # 8090.00 DRAWN: CHECKED: JMK JMD CONTR■CTOR!: EXISTING CON CORRELATE r, TO PROVIDING _ DETAILED IN TEL, ,WINGS, AND SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. COPYRIGHT IGNARRI- LUMMIS ARCHITECTS LLP. UNAUTHORIZED REPRODUCTION OR OTHER USE OF THIS DRAWING IS PROHIBITED. VERIFY 'RIOR DRAIMNG- TITLE: CODE DATA & PROJECT DATA UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE NO. 12 GA. VERTICAL WIRE HANGER, TURN CEILING GRID LEVEL PRIOR TO SETTING TUBE E,asr a.Ec PANEL DRILL 5/32" HOLE AND INSTALL 1/8" BOLT AND LOCKING NUT TO SECURE ONE TUBE TO THE OTHER FULLY EXTENDED LAP TUBES 4" MIN. IN POSITION VERTICAL COMPRESSION STRUT "EMT SLEEVE SPLAYED BRACING WIRES +28" SLOT END_ OF TUBE TO FIT OVER CEILING RUNNER MAIN RUNNER CROSS TEE VERTICAL :COMPRESSION STRUTS ELECTRICAL METALLIC TUBING (EMT) ONLY DIAMETER MAX. HEIGHT 1/2" 2' -8" 3/4" 4' -4" 1" 6' -7" 1 1/4" 10' -5" 1 1/2" 12' -11" 2 18' -4" `4' -O iV /2 'llt±r +281j11. 40:Ae4, .444, 28 +28 +28' REF.: SOURCE: N.T.S. 12 GA. VERTICAL SUSPENSION WIRE CO 4' -0 0.C. EA. WAY ATTACHED TO MAIN RUNNERS W/ MIN. 3 TIGHT TURNS /1ktsit. , N„, • (4) LATERAL FORCE BRACING WIRES © 12" �� O.C. EA. WAY ATTACHED TO MAIN RUNNER W/ MIN. 4 TIGHT TURNS RECESSED OR LAY -IN LIGHT FIXTURE 12 GA. WIRE AT DIAGONAL CORNERS (SLACK -NO TENSION) TO STRUCTURE q mne % L J'.. ;; +294 U: a • 4N1 28 +2: +28" 9' -0".. AVAIL CRKT AMP, U.N.O. CEILING GRID MAIN RUNNER CROSS RUNNER CEILING GRID DETAIL REF.: SOURCE: CONTRACTOR TO PROVIDE GYP BD dc •a � RELOCATE BRACING AS REQ'D BY ECU e N C�� ' �f� I ®® INSTALL CEIIJNC GRID Ria pie � � J REFLECTED CEILING & LIGHTING PLAN SOURCE: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 122010 City of Tukwila BUILDING DIVISION ► \I 1 /8" =1' -0" SEE ELECTRICAL NOTE 110. VERIFY MOUNTING HEIGHT WITH GOLFIEC PM. POWER PLAN REF.: SOURCE: 1/8" =1' -0" REFLECTED CEILING LEGEND REMOVE EXIST. UPRIGHT SPRINKLER AND INSTALL A NIPPLE (IF REQUIRED). EXISTING BRANCH PIPE : DROP NIPPLE GENERAL ELECTRICAL NOTES: REMOVE EXIST. SPRINKLER PIPING AND FITTINGS COUPLING -SUSPENDED CEILING _ 2' 'X 4' ACOUSTIC CEILING TILE AND GRID: ARMSTRONG, ARMATUFF, 24" X 48" X R ". WHITE (OR EQUAL), 15/16" HEAVY -DUTY TEE 2' X 4' FLUORESCENT LIGHT FIXTURE W/ ELECTRONIC BALLAST REFLECTOR W/ 3 T832 LAMPS, PRISMATIC LENS MANUF: LITHONIA MODEL: 2GT8 3 32 Al2 MVOLT 1/3 GEB10IS 2' X 4' FLUORESCENT LIGHT FIXTURE: W/ ELECTRONIC BALLAST REFLECTOR W/ 3 T832 LAMPS, 120V, PARABOLIC LENS. MANUF: <' LITHONIA MODEL: 2PM3N GB 3 32 18 LD MVOLT 1/3 GEB10IS SPRINKLER HEAD. RELOCATION DETAIL SOURCE: N.T.S.' ASTM 641 -12 HANGER WIRE AT 48" O.C., WITH 3 TIGHT. TURNS MIN. AT ENDS FACE OF WALL TRACK LIGHT FIXTURE ACCENT LIGHTING INTENSE LIGHTING MODEL #12397 -000 PORTFOLIO 3- LIGHT ALIO TRACK BAR IN BRUSHED STEEL FINISH (OR EQUAL), MOUNT TRACK 2' -0" BELOW FINISHED CEILING (FIXTURE AVAILABLE AT LOWES) RECESSED SPOTLIGHT OVERHEAD BAY LIGHTING 75 WATT PAR38 SPOTLIGHT BY JUNO LIGHTING - TC912- 24B,24W OR EQUAL. CONTRACTOR TO PROVIDE CUT -SHEET TO GOLFTEC PROJECT MANAGER FOR FINAL "APPROVAL. PROVIDE SPOT LIGHT LAMP FOR FIXTURE, FLOOD LAMP WILL NOT BE ACCEPTED. NOTE 13" CLEARANCE REQUIRED ABOVE CEILING AT SPOTLIGHT 4 WAY CEILING DIFFUSER, 24" X 24 RETURN REGISTER, 24" X 24" JUNCTION BOX SUSP. CLG. SYSTEM POP RIVET TO 2 ADJ. WALLS- FREE OPPOSITE ENDS 2" WALL ANGLE SECURED, TO WALL W/2 S.M. SCREWS ® 32" O.C. TO STUDS OR BLOCKING NOTE: SEPARATE ALL HANGER AND BRACING WIRE ` 6" MIN. FROM UNBRACED DUCTS, PIPES AND ROOF CONDUITS. CEILING. GRID DETAIL REF.: SOURCE: N.T.S NOTES: 1. DIMENSIONS FOR ALL LIGHT LOCATIONS IN TRAINING BAYS IS CRITICAL. CONFIRM ALL LIGHT LOCATIONS PRIOR TO INSTALLATION. CONTRACTOR MAY NOT RELOCATE LIGHTS WITHOUT APPROVAL BY GOLFTEC PM. 1. THE ELECTRICAL CONTRACTOR SHALL EXAMINE ALL DRAWINGS, SPECIFICATIONS,' AND SHALL VISIT THE, SITE TO BECOME ACQUAINTED WITH THE PROJECT AND THE EXTENT OF WORK. 2. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE HIS ENURE JOB AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR, FROM THE DATE OF FINAL ACCEPTANCE.` THIS GUARANTEE SHALL BE BINDING REGARDLESS OF CAUSE. ``(EXCEPT FOR DEFECTS TRACEABLE TO IMPROPER MAINTENANCE OR MALICIOUS DESTRUCTION OCCURRING AFTER THE SYSTEM < IS TURNED OVER.) 3. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND SHALL INCLUDE ALL MATERIALS, SERVICE AND LABOR NECESSARY TO FORM A COMPLETE AND OPERATING SYSTEM. 4. ALL DISTRIBUTION PANELS SHALL HAVE °A TYPEWRITTEN DIRECTORY INSTALLED AFTER COMPLETION OF ALL CIRCUIT WIRING. 1. ` SPRINKLER SYSTEM TO BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF N.F.P.A. PAMPHLET No.13. 2. ALL HANGERS AND LOCATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF N.F.P.A. PAMPHLET No 13. 3. ALL MATERIALS TO BE U.L. AND F.M. APPROVED. 4. EXISTING HEADS TO BE RELOCATED AS REQUIRED TO MAINTAIN ACCEPTABLE DISTANCE FROM NEW WALLS. NEW SPRINKLER HEADS SHALL BE 175 RATED, SEMI - RECESSED - PENDANT TYPE ` SPRINKLER HEADS WITH TWO (2) PIECE WHITE ESCUTCHEON PLATE. 5. AT COMPLETION OF NEW WORK, SYSTEM SHALL BE TESTED IN ACCORDANCE WITH CODE DISTRIBUTION: DATE: PERMIT/BID 03/26/10 5. THE ELECTRICAL CONTRACTOR SHALL CONFIRM RETURN AIR PLENUM CEILING FROM MECHANICAL ALL WIRING AND FIXTURES SHALL BE PLENUM RATED. INSTALLATION METHODS SHALL BE AS PERMITTED BY THE N.E.C. , AND LOCAL CODES. 6. TYPICAL MOUNTING HEIGHTS OF ELECTRICAL DEVICES, IN INCHES ABOVE FINISHED FLOOR LEVEL UNLESS NOTED OTHERWISE: SWITCHES RECEPTACLES 18" 7. ` MINIMUM AMPERAGE OF EACH CIRCUIT SHALL BE 20 AMPS. 8. REUSE EXISTING CIRCUITS FOR NEW OR RELOCATED RECEPTACLES & LIGHT FIXTURES. UNLESS NOTED OTHERWISE. 9. ALL SWITCH PLATES AND RECEPTACLE ` COVERS TO BE IVORY. ALUMINUM. ALL SWITCH AND RECEPTACLE COLORS TO BE IVORY. 10.'PROVIDE JUNCTION BOX, DEDICATED 20 AMP CIRCUIT ON TIMER SWITCH FOR EXTERIOR BUILDING SIGN. REUSE EXISTING, IF POSSIBLE. 2. SPOTLIGHT LOCATION IS CRITICAL AND MUST BE LOCATED AS DIMENSIONED ON PLAN. IF SPOT. LIGHT LOCATION CONFLICTS WITH CEILING GRID, ' CONTACT GOLFTEC PM. 3. EXISTING HVAC TO REMAIN. LOCATE SUPPLY RETURN GRILLES AS NECESSARY TO ACCOMMODATE NEW LAYOUT. REBALANCE AS REQUIRED. 4. LIGHT LOCATIONS TAKE PRECEDENCE OVER HVAC GRILLES. IF CONFLICT OCCURS, CONTACT GOLFTEC PM. 5. EACH BAY IS REQUIRED TO HAVE THREE SWITCHES TO CONTROL THE LIGHTS. (1) SWITCH CONTROLS LIGHTS "A" (1) SWITCH CONTROLS LIGHTS "B" (1) SWITCH CONTROLS THE SPOT LIGHT "C" 6.: CEILING HEIGHT TO BE AT 12' -0 "± AFF. IN ALL AREAS. MECHANICAL NOTES: THE MECHANICAL CONTRACTOR SHALL EXAMINE ALL DRAWINGS, SPECIFICATIONS, AND ALL OTHER CONSTRUCTION DOCUMENTS, AND SHALL VISIT THE SITE TO BECOME ACQUAINTED WITH THE PROJECT AND THE EXTENT OF WORK. 2. ALL WORK SHALL COMPLY WITH ALL REGULATIONS AND BE SUBJECT TO INSPECTION AND APPROVAL OF AUTHORITIES HAVING JURISDICTION. 3. THE MECHANICAL CONTRACTOR SHALL GUARANTEE HIS ENTIRE JOB AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR, FROM THE DATE OF FINAL ACCEPTANCE. 4. FINAL LOCATIO NS FOR MOUNTING ALL THERMOSTATS SHALL BE COORDINATED IN THE FIELD PRIOR TO INSTALLING ANY CONTROL DEVICES. TYPICAL MOUNTING HEIGHT IS 48" ABOVE FINISHED FLOOR LEVEL UNLESS NOTED OTHERWISE. 5. ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE ISSUE OF "SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) DUCT MANUAL" AND SHEET METAL CONSTRUCTION FOR VENTILATING AND AIR CONDITIONING SYSTEM. ARCH. PROJECT #. 8090.00 DRAWN: CHECKED:: 6. THE CONTRACTOR SHALL FIELD. VERIFY ALL EXISTING SPRINKLER WORK AND AVOID CONFLICTS, IF NECESSARY IDENTIFY CONFLICTS AND WORK AROUND PIPING, AS MUCH AS PRACTICAL. 7. THE AIR BALANCING SHALL BE DONE BY A REPUTABLE AIR BALANCING COMPANY COMPLETE WITH REPORTS, FINDINGS AND RECOMMENDATIONS. 8. CONTRACTOR SHALL PROVIDE DUCTWORK DISTRIBUTION DESIGN AND CONSTRUCTION. CONTRACTOR(S) SHALL VERIFY EXISTING CONDITIONS AND CORRELATE DIMENSIONS PRIOR TO PROVIDING THE WORK DETAILED IN THESE DRAWINGS, AND SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. COPYRIGHT IGNARRI - LUMMIS ARCHITECTS LLP. UNAUTHORIZED REPRODUCTION OR OTHER USE OF THIS DRAWING IS PROHIBITED. DRAWING TITLE: POWER PLAN, REFLECTED CEILING PLAN & DETAILS