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HomeMy WebLinkAboutPermit D10-097 - GOLFTEC - PARTITIONSJET CITY GOLF 406 BAKER BL D10-097 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.TukwilaWA.gov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D10 -097 Occupant/Tenant: GOLFTEC Building Address: 406 BAKER BL, SUITE NO. 120 Parcel No.: 0223100037 Property Owner: CHESTERFIELD MORTGAGE INVES 1420 5TH AVE #1850 , SEATTLE WA 98101 Use: GOLF SHOP /TRAINING Occupancy Group /Division: B Type of Construction: I13 Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 25 ai,e Si Z011 DATA,' THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City oftukwila 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: DEVELOPMENT PERMIT Permit Number: D 10 -097 Issue Date: 05/27/2010 Permit Expires On: 11/23/2010 Tenant: Name: GOLFTEC Address: 406 BAKER BL, STE 120 , TUKWILA WA Owner: Name: VILLAGE PARTNERS SOUTHCENTE Address: 1420 5TH AVE #2200 , SEATTLE WA 98101 Phone: Contact Person: Name: BRETT ALLEN Address: 2140 4 AV W , SEATTLE WA 98119 Phone: 206 890 -2172 Contractor: Name: O'LEARY BUILDING & REMODELING Address: 1510 4TH AVE W , SEATTLE WA 98119 Phone: 206 - 217 -5843 Contractor License No: OLEARBR942JE Expiration Date: 04/08/2012 DESCRIPTION OF WORK: CONSTRUCTION OF GYPSUM WALLBOARD PARTITIONS TO CREATE (3) INTERIOR GOLF HITTING BAYS Value of Construction: $75,000.00 Fees Collected: $2,009.09 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 008 * *continued on next page ** doc: IBC -7/07 D10 -097 Printed: 05 -27 -2010 City of Tukwila • 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 Permit Number: D 10 -097 Issue Date: 05/27/2010 Permit Expires On: 11/23/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Permit Center Authorized Signature: Public: Non- Profit: N Public: Date: L 1 I hereby certify that I have read and : - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complies hether specified herein or not. The granting of this permit does not pre u - to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development p rmit. Date: S/ �� Signature: Print Name: /err- (2,-(/-el-\ 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: IBC -7/07 D10 -097 Printed: 05 -27 -2010 010 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. tukwi la. wa. us Parcel No.: 0223100037 Address: 406 BAKER BL TUKW Suite No: Tenant: GOLFTEC PERMIT CONDITIONS Permit Number: D10 -097 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 in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 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: 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. 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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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 Thkwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) doc: Cond -10/06 D10 -097 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 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access .corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 26: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the doc: Cond -10/06 D10 -097 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 floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 27: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 28: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 30: 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 sprinlder 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) 31: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 32: 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) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -097 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. tukwi la. 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: 01-7- l (e Date: 31/4 -3-/ doc: Cond -10/06 D10 -097 Printed: 05 -27 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwci.tukwila.wa.us SITE LOCATION Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. p,o —.0411 ),M a� (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 ** bivd.. King Co Assessor's Tax No.: 02-2-9-710 -1)0771 Site Address: LI ° V 6a �e r- Suite Number: 11 0 Floor: 1 Tenant Name: J'er C i it 6 4 LL 6 60,0, ! —PrEC New Tenant: Igt Yes El ..No Property Owners Name: NWc.L _ u Mailing Address: a- 3. S 1 It/E.- -1 5-4, s---f. sea,,'(- , 'A S- City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: is e-tr /1161 Mailing Address: c- / '1 0 L/1 Ave. W. Se c/irk E -Mail Address: rep r cl ` I eh 6d G orvte a.P1' o he']h Day Telephone: c.06- tiO�-ot cL w' q ii q City / State Zip Fax Number: a 0 6 0 i t g3 O GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 0' Le ar Mailing Address: 1 S'l t_l 1 / 1 t' e . �✓• Contact Person: Leah E -Mail Address: nn Contractor Registration Number: 0 L EA U 1c c tl S E City Day Telephone: Fax Number: Expiration Date: State Zip 4 - - ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: I ,� Lkt��:�� j,)/ G1,10el a4if? L✓l Cketti H'l( Nc4' ?US.e 0�`)3� &1 City State / Zip y id tau -Y`th , Day Telephone: ��6- �(ot�f- $� E -Mail Address: FaxNumber: 5 6 ` — 63 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: :2gr ct-r ■ Lurirtiil s coi pe( pve. E Contact Person: 06Vitt E -Mail Address: H \Applications\Forms- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised. 1 -2009 bh 6- I1Prr7. /Jew 7erfl -, 0 703 y City State Zip Day Telephone: FCZ ��-`�- F -3 Fax Number: - La q- 6.3-3e1 Page 1 of 6 BUILDING PERMIT INFORM. ION = 206-431-3670 Valuation of Project (contractor's bid price): $ ? s`Q" Existing Building Valuation: $ ' S /ht )L1 Scope of Work (please provide detailed information): iT 7 r lAra `( b `o t —d p,i r T 'f )' h S . 1.6 11 5e e v�►srr�1� � � e r��� 3 �krertd,- 9''�f 4tr /7lkg baiS' Will there be new rack storage? ❑ Yes 1.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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): " 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: Ilandicap: Will there be a change in use? ❑ Yes -" No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers 11 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 14 3 0 �I ✓1 2nd Floor 3rd Floor Floors thru 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): " 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: Ilandicap: Will there be a change in use? ❑ Yes -" No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers 11 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 • LIC WORKS. PERMIT INFORMATION — 206 - 433 =0179 Scope of Work (please provide detailed information): 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 #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(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 ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...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 f) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 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 H:\Applications\Forms- Applications On Lne\2009 Applications \l -2009 - Permit Application.doc Revised: 1.2009 bh Page 3 of 6 MECHANICAL PERMIT INF - TION— 206 - 431 - 3670 MECHANICAL CONTRACTOR INFORMATION r Company Name: 0' Le O,,r Awl O1r'(, $ Mailing Address: r Sc a 11- / 4Vt- etA/- Se4 irk g/Si([-" oty state { t / Zip Contact Person: v + tt r a �-. O LC U✓ y Day Telephone: J"'a 6- 6 - D-1.4 4 E -Mail Address: o Fax Number: Contractor Registration Number: ()LEA 1 t 2 (&10L 7 E Expiration Date: Valuation of Mechanical work (contractor's bid price): $Lid -j 5-°° ` Scope of Work (please provide detailed information): p vA c (rnd Vey, rJ a / Je p /� -� &A.-, S 7 , e o r e k ov,. .9e e rail t 1 -ts '04 ve w rS- Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ...10 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:\Applications\Pom s- Appkications On Line\2009 Applications\ 1.2009 - Permit Application.doc Revised: 1-2009 bb Page 4 of 6 4 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'I 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 Fixture Type: Qty Fixture Type: 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. Applications\Forrns- Applications On-Line \2009 Applications \1-2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 PERMIT. APPLICATION •NOTES Appl><cable to all permits li;thls 4iiii t pn 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ER OR AUTHORIZED AGENT: U/0 Signature: Date: 1/ Print Name: 13 rel ? Pile e k Day Telephone: 10o— ?-70 otl 9 0)-- Mailing Address: d-'rq 0 Lk& /"►■i • 1✓- Segrerle 14/4 q g'j 11 City State Zip Date Application Accepted: c �� i Date Application Expires: `� Staff Initials: �� HAApplications \Forms - Applications On tine12009 Applications1l- 2009 - Permit Application.doc Revised- 1 -2009 bh Page 6 of 6 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 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 1,219.40 M10 -048 173.50 TOTAL: 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 RECEIVE CA, 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 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 ¥ME ECFV T r. INSPECTION RECORD Retain a copy with permit INSPECTION N . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • Projec1ct9 (e, ti Q-c..- _ . Type of Inspection. p [ A f s /l I� 17 r • i ems^.!` Address: Date Called: Special Instructions: • /// // Date Wanted a.m. Requester: Phone No: 2,i) C1— 6 i '7 -2'9 g 2- Approved per applicable codes. D Corrections required prior to approval. COMMENTS: $ ef l!_`t rco h pt 1O spefi ctor: Date: n REINSPECTION FEE t EQUIREb. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • • _ • --,r. . 'NM.. • • , 11 INSPECTION RECORD Retain a copy with permit ECIFION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: r� Co {7'� C-- Type of In pection: e (A -.r A 6. Addrgs(s'-_ Date Called: Special Instructions: Date Wanted: q �t� • m. p.m. Requester: Phone No( c 17 ,2 5,7 L. .81 I Approved per applicable codes. - COMMENTS: • ElCorrections required prior to approval. . i *''- Date: q -zo —Id SPECTION FEE REQUIF D. Prior to 'ext inspection, fee must be d at 6300 Southcenter Blv • Suite 100.. Call to schedule reinspection. .� w .....:,• , - ,.! . :. • •. .. .'or: _ . - �r-t -ate- ..anl _2a INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670,,e."--. 31 - 3670,,' ' Permit Inspection Request Line (206) 431 -2451 Projec : ri i � C Type of Inspection: • 0j. t LffA6 1 A ess: !! 1O - 4 1— Date�alled: Spei`.,al Ihstructio s: ' ! . /,:v c -- Date Wanted: • —3 a 'lv: a.m. Requester: -,, . /, -, r Miz,t- Phone No: pproved`per.applicable codes :1 El Corrections required prior to approval. 8-• • COMMENTS: 1 ,l' .._, 14-.s,, l06, . /,:v c -- 4171,frAezA40 ,. ,4 ---, -,, . /, -, r Miz,t- x. l nspector: a p s-t•V. ., ECTION FEE REQUIRED. t 6300 Southcenter Blvd.. S' Date: rior to t inspection. fee must be to 100. all to schedule reinspection: INSPECTION RECORD �e Retain a copy with permit INSPECT ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' (2 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (246) 431 =3670 Permit Inspection Request Line (206) 431 -2451 (-7 Projec 6J tt la C C Type of Inspection: J 5. �.e r 1 ' 4 Address: 41) 67 L 4fte .5c) Date Called: 1. oci' L A►4, Special Instructions: - Date Wanted: r a ��y, - -Z,7 -/V p.m. Requester: Phone No: • Approved per applicable codes. ' Corrections required prior to approval. COMMENTS: 0 El- eel-41;42A - ('di c? NFEbEIN -G - !1' r 1. oci' L A►4, w p tor: Date: i fl PECTION FEE REQ ' ED. Prior o next inspection. fee must be' 6300 Southcenter Bl d., Suite 100. Call to schedule reinspection. .......- . •a•µ- • . -. _ V 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 Project: Cogal F7-FC1 Type of Inspection: FdQAn77N 6. Address: 4/06 ,c.?A1<FX) a6 L Date Called: Special Instructions: Date Wanted: Requester: Phone No: a?oG ^ Gi i z S ?Z.. Approved per applicable codes. Corrections required prior to approval. COMMENTS: OK WO w Inspector: Dater $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: INSPECTION NUMBER INSPECTION .RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa _98188 206 - 575 -4407 Project: G 4&c _ A Sprinklers: Type of Inspection: /444J� /., v�a,Q Address: hoc, Suite #: j 2_0 ►4.2.. g I vet Contact Person: G'4,4 /t HELL a( Special Instructions: Permits: Occupancy Type: Phone No.: 2 5:,?, ` 202 - 7 0y3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ _ A Sprinklers: Fire Alarm: T Hood & Duct: Monitor: lj \ j:� Pre -Fire: Permits: Occupancy Type: ,_ 49f m it i - -CmASL ©L 5c-oPc &r ell q,4,/,0 /-7,1r-e_._ /, v, ()L. ..,:)t)e-, dam .......... Z eo IeS \A \-, N A- I cf� 7Li(tewj /�, '.. -1 -� a AV (OUa 4At p ALAS, Needs Shift Inspection: _ A Sprinklers: Fire Alarm: T Hood & Duct: Monitor: lj \ j:� Pre -Fire: Permits: Occupancy Type: Inspector: _ A ■ vv(-i -_1 Date: T (/ Hrs.• i , 0 $80.00 REINSPE'CTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: can to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 . T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain 'a copy with permit Orr, cq7 F"' Z79 7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 206- 575 -4407 iL Project: G 0I ;icc. r: Type of Inspection: F.4- laffr (c.op,444:.4,) Fir Address: 404 &Ara. Suite #: /247 81..11- . Contact Person: Aws4-.•n 1 Special Instructions: Pre -Fire: Phone No.: .253 --- 833 —JzY� ( [tproved per applicable codes. Corrections required prior to approval. COMMENTS: rec, 4 , _ AAA" An s‘2_ . 44 i�•ur Q ‹C.1,4- 1v4,. .iad,.k n r icy Needs Shift Ins pection: r: Sprinklers: Fire Alarm: _ , "` Hood & Duct: Monitor: 'Hrs.: Pre -Fire: Permits`: ( Occupancy Type: Ins r: p �� , "` • Date: f%- /J ez. • 'Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will. receive an invoice from City of Tukwila Finance Department. Call to schedule a Oeinspection. Word/Inspection RecorddForm.Doc 1/13/06 T.F.D. Form F.P. 113 v. i'11•�r...- Xa- ae7�,vaa2+«xv �;Q•.. ^i °'i .�:d:�+:x.i 4l;' C40.." 5ei. a!•2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with ermit • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 10- r2. Type of Inspection: cog- Address: t$4 �~ a -c- g) Suite #: /( Contact Person: Special Instructions: Phone No.: nApproved per applicable codes. Corrections required prior to approval. COMMENTS: AtD 54/b6, S 17.) goowl 5 a tfr, P-104 Needs Shift Inspection: _ Sprinklers: Fire Alarm: _ . Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:. Inspector: • X61-- . Date: 91/47/6 Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 •p_iihrg -.4.. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - s€1, -P10 -097 PERMIT NUMBERS CITY OF•TUKWILA FIRE t EPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Gc1 e -- e c. Type of Inspection: 5 p c-42,0 -P.- Address: gob, 844, r g Suite #: 00 Contact Person: Special Instructions: i Phone No.: Approved per applicable codes: Corrections required prior to approval. COMMENTS: Needs Shift,p, spection: Sprinklers: Date: ' I S- / , o Fire Alarrffrb, Hood & Duct: "_ Monitor: Pre -Fire: Permits: . - Occupancy Type: Inspector: s-'?- . Date: ' I S- / , o Firs": ( . • n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 6 ERIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -097 PROJECT NAME: JET CITY GOLF DATE: 04/13/10 SITE ADDRESS: 406 BAKER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: }l'`D ding Dlvisio NIA aI•S4 ut lc Works fiwic;IA AIN& D © �z • Fire Prevention Structural ❑ VI )1A 04 t'h Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04/15/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route 141 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05/13/10 Not Approved (attach comments) n 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 Peer Friendly Page 1 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 Et 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 O'Leary, 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 $300,000.00 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 & 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. CON ST. 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.I.F.S. E.J. EL. ELEC. EMER. ENCL. EQ. EQPT. E.W.C. EXP. EXPO. EXST. EXT. 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 FABR. FABRICATOR/ FABRICATED F.C. FURRING CHANNEL F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET FIN. FINISH FIXT. FIXTURE FL. FLOOR FLASH. FLASHING FLUOR. FLUORESCENT F.0.(XX) FACE OF (XX) F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS FR.TR. /FRT FIRE - RETARDANT TREATED FT. FOOT OR FEET FTG. FOOTING FURR. FURRING GA. GALV. GL. GR. GYP. GYP.BD. H.B. H.C. H.D. HDWD HD WE H.M. HORIZ. HR. H GT. HSS I.D. I.G. INFO. INSUL. INT. 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. KITCHEN L. LENGTH LAM. LAV. LT. M AS. MAX. MECH. MED. MEMB. MET. MFR. MIN. MISC. M.O. M.R. M TD. N. N.I.C. NO. NOM. N.T.S. 0.A. OBS. 0.C. 0.D. OPNG. OPP. 0.H. PL. P.LAM. PLAS. PLMB. PLYWD. P.O.C. PR. PRCST. PRTN. PR.TR. P .S. F. F. PT. PTD. LAMINATE LAVATORY LIGHT MASONRY MAXIMUM MECHANICAL MEDIUM MEMBRANE METAL MANUFACTURE'? MINIMUM MISCELLANE0 -S MASONRY OPENING MOISTURE RESISTANT MOUNTED NORTH NOT IN CONTF :ACT NUMBER NOMINAL NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIMENSION OPENING OPPOSITE OVERHANG PLATE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD • POINT OF COFNECTION PAIR PRE -CAST PARTITION PRESSURE TREATED PREFAB. STRUC. 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. R WC S. S.C. SCHED. SECT. SF SH T. SIM. S.J. SPEC. SPECD. S.ST. STD. STL. STOR. STRUC. SUSP. T.B.D. T.C. TEL. T &G T.G. THK. TH R. T.O. T.P. TS TV T.W. TYP. UNF. U.G. U.O.N. UR. VCT VERT. VEST. V.I.F. V.T.R. W. WD WDT. W/0 WP WSCT. WT. RISER RADIUS ROOF DRAIN REFERENCE REFRIGERATOR REINFORCED REQUIRED RESILIENT RETAINING ROOM ROUND ROUGH OPENING HVAC UNIT RAINWATER CONDUCTOR SOUTH SOLID CORE SCHEDULED SECTION STOREFRONT SHEET i. SIMILAR SAWCUT JOIN-' SPECIFICATION) SPECIFIED (SE I :TION) STAINLESS ST2 EL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TO BE DETERI(NED TOP OF CURB. TELEPHONE TONGUE AND GROOVE TEMPERED GLASS THICK THRESHOLD TOP OF TOP OF PAVEMENT TUBE STEEL (HSS) TELEVISION TOP OF WALL? TYPICAL UNFINISHED UNDERGROUN[! UNLESS OTHERWISE NOTED URINAL VINYL COMPOSITION TILE VERTICAL I VESTIBULE I VERIFY IN FIEIt:) VENT THRU ROOF WEST WITH WOOD WIDTH WITHOUT WATERPROOF WAINSCOT WEIGHT t` 1. 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. 2. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 3 CONTRACTOR SHALL CONSULT WITH GOLFTEC REPRESENTATIVE TO RESOLVE ANY QUESTIONS, OMISSIONS, OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 4 CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR BUILDING, FIRE PROTECTION, PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION. 5. 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. 8. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTED OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY GOLFTEC'S REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. 9. 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. 11. CONTRACTOR TO VERIFY AND ENSURE ALL EXITS ARE FREE AND UNOBSTRUCTED AND ALL EMERGENCY EXIT HARDWARE IS IN PROPER WORKING ORDER. CONTRACTOR TO VERIFY PROPER WORKING ORDER AND LOCATIONS OF EXIT LIGHTS. 12. 13. CONTRACTOR TO VERIFY AND ENSURE EMERGENCY LIGHTING LEVELS PROVIDE MINIMUM OF 1.0 F.C. AT FLOOR LEVEL ALONG ALL PATHS OF EGRESS. 14. 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. ALL WOOD FOR INTERIOR USES TO BE FIRE - RETARDANT TREATED. ALL WOOD FOR EXTERIOR USES TO BE PRESERVATIVE TREATED. SEAL AROUND ALL NEW PENETRATIONS THROUGH WALLS AT OR ABOVE CEILING LINE WITH NON- COMBUSTIBLE MATERIALS. CONCRETE FLOORS REMOVED FOR INSTALLATION OF UTILITIES SHALL BE CUT IN A STRAIGHT LINE WITH A SHARP TOOL, TAKING ADVANTAGE OF EXISTING CONTROL JOINTS. TRENCHES SHALL BE BACK- FILLED WITH EXISTING FILL AND COMPACTED IN 6" LIFTS. VAPOR BARRIERS, IF PRESENT SHALL BE REPLACED AND SEALED TO EXISTING. CONCRETE SLAB THICKNESS, REINFORCEMENT AND FINISH SHALL MATCH EXISTING. CONCRETE, SHALL BE 3,500 PSI AT 28 DAYS MINIMUM. EDGES OF 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. SEPARATE PERMIT REQUIRED FOR: echanical I ctrical Iumbing Gas Piping City of Tukwila BUILDING DIVISION 1 GOLFTEC SPACE EL1 n 1 1 111=I 1 1 1 IFPI 1 1 I Iq'I 1 1 11 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: CCOVAK@GOLFTEC.COM SITE MAP TENANT IMPROVEMENT FOR "GOLFTEC" "TUKWILA" 406 BAKER BOULEVARD TUKWILA, WASHINGTON 98188 b;' PROJECT TEAM ARCHITECT: IGNARRI - LUMMIS ARCHITECTS, LLP 601 CHAPEL AVENUE EAST CHERRY HILL, NJ 08034 PHONE: (856) 428 -8877 EXT.275 FAX: (856) 429 -6379 POINT OF CONTACT: JENNIFER KOSMIDER EMAIL: JKOSMIDER@IGNARRILUMMIS.COM DRAWING LIST DRAWING TITLE CURRENT ISSUE A0.1 CODE DATA & PROJECT DATA PERMIT /BID A0.2 GENERAL REQUIREMENTS & SPECIFICATIONS PERMIT /BID A0.3 SPECIFICATIONS PERMIT /BID A2.1 EXIST PLAN, FLOOR PLAN & DETAILS PERMIT /BID A2.2 REFLECTED CEILING /LIGHTING PLAN, PERMIT /BID POWER PLAN & DETAILS A2.3 FINISH PLAN & NOTES A6.1 FRAMING DETAILS PERMIT /BID PERMIT /BID DATE ISSUED 03/26/10 03/26/10 03/26/10 03/26/10 03/26/10 03/26/10 03/26/10 CODE DATA & EGRESS PLAN SYMBOLS LEGEND COLUMN LINE DETAIL /DWG. ELEVATION /DWG. OF BLDG. SECTION /DWG. WALL SECTION /DWG. OF DETAIL /DWG. INTERIOR ELEVATION A1.1 FIN. FL. 0' -0" DATUM FEm FIRE EXTINGUISHER (XXX - #) FINISH TYPE SF- O STOREFRONT TYPE PARTITION TYPE ROOM NAME / NUMBER ## NAME FE® DOOR NUMBER THERMOSTAT FIRE EXTINGUISHER REVISION - ADDENDUM REVISION - CONSTRUCTION BULLETIN EL. -0 1 2" T.O. CONC. SPOT ELEVATION O OCCUPANCY DESCRIPTION THE DEMISED PREMISES OCCUPIED BY GOLFTEC SHALL BE USED FOR THE INSTRUCTION OF GOLF THROUGH THE USE OF PATENTED TECHNOLOGY AND PROFESSIONAL INSTRUCTORS. BUILDING CODE ANALYSIS: © APPLICABLE CODES (w/ 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 O USE GROUP: B- BUSINESS O TYPE OF SHELL CONSTRUCTION: TYPE II -B, SPRINKLERED © TENANT SPACE AREA: Tenant Space Area per Occupancy 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 = TOTAL Occupant Load = O EGRESS WIDTH (IBC Table 1005.1): [# Persons x 0.15" per Person (with sprinkler) = Width] B (Business) 25 x 0.15 = 3.75" 24.30 Persons 25 Persons TOTAL Egress Width REQUIRED = TOTAL Egress Width PROVIDED = 3.75" 101.25" C) 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). C) EXITS (IBC Table 1019.1): Occupant Load 1 -500 O PLUMBING FIXTURES Minimum Required 2 No. of Exits Provided 2 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. CCODE FOR XI STI N G DE COM PLIANGES P R I N K L E R/ APPROVED BUILDING DIVISION ELECTRICAL MAY 12 20 0 ROOM City of la SERVER ROOM REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. EXIST. 33.75" EGRESS WIDTH (ACCESSIBLE) - MAX DISTANCE TRAVELED = 70' -0" 0 0 PUTTING GREEN, FEm EXISTING ADA PUBLIC RESTROOMS L BAY #3 BAY #2 ENTIRE TENANT SPACE IS FULLY SPRINKLERED D BAY #1 0 0 \RECEPTION 0 EXISTING ADJACENT TENANT 0 0 EXISTING ADJACENT TENANT LEGEND: 1 EXIT • MAXIMUM TRAVEL PATH START POINT PATH OF EGRESS TRAVEL (MUST BE LESS THEN 250 FT.) Permit Iii. N10 v 6\1 Plan review approval is subject to errors and omission& Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved FJ !d Copy and conditions siis acknowledgect Y.. e: /SA 3-70 at City Of 1Ukwila BUILDI APR 13 2010 PERMIT CENTER DI Mel EXIST. 67.50" EGRESS WIDTH (ACCESSIBLE) MAX DISTANCE TRAVELED = 69' -9" U LU I•- J 0 0 0 I- 0 W Q WLJJ o0 0) O CO W Z a Z m w o D I- - I— DISTRIBUTION: DATE: PERMIT / BID 03/26/10 ARCH. PROJECT# 8090.00 DRAWN: CHECKED: JMK JMD 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: CODE DATA & PROJECT DATA A0.1 DIVISION 01 - GENERAL REQUIREMENTS SUMMARY OF WORK 1. CONSTRUCTION DRAWINGS: - CONSTRUCTION DRAWINGS SHALL NOT BE SCALED IN ORDER TO DETERMINE LOCATIONS OF ITEMS OF CONSTRUCTION. LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER *SCALE DETAILS. DIMENSIONED DETAILS TAKE PRECEDENCE OVER NON- DIMENSIONED DETAILS. - THE WORD "FURNISH" IS USED TO MEAN "SUPPLY" COMPLETE WITH ALL ESSENTIAL ACCESSORIES SO THAT THE WORK WHEN INSTALLED FUNCTIONS FOR ITS INTENDED USE, AND DELIVERY TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS. - THE WORD "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, CONNECTING, PROTECTING, CLEANING AND SIMILAR OPERATIONS NECESSARY FOR THE WORK TO FUNCTION FOR ITS INTENDED USE. - THE WORD "PROVIDE" MEANS "FURNISH AND INSTALL ", AS DEFINED ABOVE, COMPLETE IN -PLACE AND READY FOR INTENDED USE. THE WORD "PROVIDE" THUS REQUIRES INCLUSION OF ALL ACCESSORIES, ATTACHMENTS, SUPPORTS AND SERVICES NECESSARY TO COMPLY WITH THIS DEFINITION, WI;-IETHER OR NOT SPECIFICALLY IDENTIFIED OR DESCRIBED IN THE CONSTRUCTION DOCUMENTS. PERMIT SUBMISSION, REVIEWS, APPROVALS & FEES: - PERMIT SUBMISSION BY CONTRACTOR: THE CONTRACTOR SHALL SUBMIT THE APPLICATION FOR THE BUILDING PERMIT SUBMISSION, AND SHALL INCLUDE ALL ARCHITECT/ ENGINEER SIGNED /SEALED CONSTRUCTION DRAWINGS AND OTHER REQUIRED DOCUMENTS. - THE CONTRACTOR WILL COORDINATE WITH THE ARCHITECT TO PROVIDE FOLLOW -UP COORDINATION WITH THE LOCAL JURISDICTION, AS REQUIRED, WITH RESPECT TO BUILDING - RELATED ISSUES THAT IMPACT THE APPROVAL AND RELEASE OF THE BUILDING 15. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. PROVIDE MATERIALS AND COMPLY WITH INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS OF THESE SPECIFICATIONS. - INSPECTION: WHERE FEASIBLE, TEST AND INSPECT PATCHED AREAS AFTER COMPLETION TO DEMONSTRATE INTEGRITY OF INSTALLATION. - EXTERIOR BUILDING ENCLOSURE: PATCH COMPONENTS IN A : MANNER THAT RESTORES ENCLOSURE TO A WEATHERTIGHT CONDITION. - EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. - FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THAT ARE REMOVED EXTEND ONE FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE. PROVIDE AN EVEN SURFACE OF UNIFORM FINISH, COLOR, TEXTURE, AND APPEARANCE. REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW MATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE. - WHERE PATCHING OCCURS IN A PAINTED SURFACE, APPLY PRIMER AND INTERMEDIATE PAINT COATS OVER THE PATCH AND APPLY FINAL PAINT COAT OVER ENURE UNBROKEN SURFACE CONTAINING THE PATCH. PROVIDE ADDITIONAL COATS UNTIL PATCH BLENDS WITH ADJACENT SURFACES. - CEILINGS: PATCH, REPAIR, OR REHANG EXISTING CEILINGS AS NECESSARY TO PROVIDE AN EVEN -PLANE SURFACE OF UNIFORM APPEARANCE. - FIRESTOP ALL PENETRATIONS IN FIRE RATED ASSEMBLIES IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DRAWINGS, AND AS REQUIRED TO COMPLETELY SEAL THESE PENETRATIONS. REFER TO DIVISION 7- THROUGH - PENETRATION FIRESTOP SYSTEMS AND FIRE - RESISTIVE JOINT SYSTEMS. REFERENCE STANDARDS SUMMARY: - ANY MATERIAL OR PROCEDURE SPECIFIED BY REFERENCE NUMBER, SYMBOL, OR TITLE OF A STANDARD SUCH AS A COMMERCIAL STANDARD, FEDERAL SPECIFICATION, TRADE ASSOCIATION STANDARD, TECHNICAL SOCIETY STANDARD, OR OTHER SIMILAR STANDARD DOCUMENT SHALL COMPLY WITH THE REQUIREMENT IN THE LATEST REVISION THEREOF AND ANY AMENDMENT OR SUPPLEMENT THERETO, EXCEPT AS MAY BE LIMITED AS TO TYPE, CLASS OR GRADE, OR MODIFIED IN SUCH REFERENCE. REFERENCE DOCUMENTS SHALL BE CONSIDERED AN INTEGRAL PART OF THIS PROJECT MANUAL AS IF INCLUDED IN THEIR ENTIRETY. - THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF ASSOCIATION, TRADE, OR FEDERAL STANDARDS, EXCEPT WHEN MORE STRINGENT REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED BY APPLICABLE CODES. - SHOULD A SPECIFIED REFERENCE STANDARD CONFLICT WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REQUEST A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. SCHEDULE OF REFERENCES: ACI - AMERICAN CONCRETE INSTITUTE AF &PA - AMERICAN FOREST AND PAPER ASSOCIATION AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI - AMERICAN IRON AND STEEL INSTITUTE ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE APA - AMERICAN PLYWOOD ASSOCIATION ASCE /SEI - AMERICAN SOCIETY OF CIVIL ENGINEERS STRUCTURAL ENGINEERING INSTITUTE ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS AWC - AMERICAN WOOD COUNCIL AWI - AMERICAN WOODWORK INSTITUTE AWPA - AMERICAN WOOD- PRESERVERS' ASSOCIATION AWS - AMERICAN WELDING SOCIETY CRSI - CONCRETE REINFORCING STEEL INSTITUTE DOC - U.S. DEPARTMENT OF LABOR NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY FGMA - FLAT GLASS MARKETING ASSOCIATION FM - FACTORY MUTUAL STANDARDS LABORATORIES DEPARTMENT FS - FEDERAL SPECIFICATION GSA FEDERAL SUPPLY SERVICE GA - GYPSUM ASSOCIATION GANA - GLASS ASSOCIATION OF NORTH AMERICA ICC - INTERNATIONAL CODE COUNCIL IEEE - INSTITUTE OF ELECTRICAL & ELECTRONICS IGMA - INSULATING GLASS MANUFACTURERS ALLIANCE IMI - INTERNATIONAL MASONRY INSTITUTE IWPA - INTERNATIONAL WOOD PRODUCTS ASSOCIATION LGSEA - LIGHT GAUGE STEEL ENGINEERS ASSOCIATION NAAMM - NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS NCMA - NATIONAL CONCRETE MASONRY ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NELMA - NORTHEASTERN LUMBER MANUFACTURERS ASSOCIATION NRCA - NATIONAL ROOFING CONTRACTORS ASSOCIATION SDI - STEEL DECK INSTITUTE SDI - STEEL DOOR INSTITUTE SJI - STEEL JOIST INSTITUTE SMACNA - SHEET METAL & AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. SPRI - SINGLE -PLY ROOFING INSTITUTE SSPC - STEEL STRUCTURES PAINTING COUNCIL TMS - THE MASONRY SOCIETY UL - UNDERWRITERS LABORATORIES WHI - WARNOCK HERSEY INTERTEK - ETL SEMKO WRI - WIRE REINFORCEMENT INSTITUTE, INC. WWPA - WESTERN WOOD PRODUCTS ASSOCIATION LOCAL CODES, STATE LAWS AND ALL OTHER GOVERNING AUTHORITIES SCOPE OF WORK: THESE DRAWINGS INDICATE GENERAL SCOPE OF WORK AND DESIGN INTENT ONLY. THE GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW CONSTRUCTION CONDITIONS AND, PRIOR TO STARTING WORK, SHALL VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS, ALL SITE CONDITIONS, AND ALL REQUIREMENTS FOR THE PROJECT. THE INTENTION OF THESE DRAWINGS IS TO PROVIDE FOR WORK COMPLETE IN EVERY DETAIL EVEN THOUGH EVERY ITEM INVOLVED MAY NOT BE SHOWN OR MENTIONED IN PARTICULAR. THE GENERAL CONTRACTOR SHALL PROVIDE ALL SUPERVISION, TOOLS, MATERIAL, LABOR, SERVICES, TRANSPORTATION, ETC. NECESSARY FOR COMPLETION OF THE WORK INTENDED TO BE SHOWN AND /OR DESCRIBED. VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING AND SHALL BE RESOLVED AND DOCUMENTED BY THE GENERAL CONTRACTOR IN WRITING PRIOR TO STARTING CONSTRUCTION. OTHERWISE, THE GENERAL CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH THE MOST STRINGENT NOTATION OR REQUIREMENT TO PROPERLY AND FUNCTIONALLY EXECUTE THE WORK OF HIS CONTRACT. CHANGES IN THE WORK: THE ARCHITECT IS NOT RESPONSIBLE !OR SITE INSPECTIONS, GENERAL OBSERVATIONS AND /OR DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. NO DEVIATIONS FROM THE WORK SHOWN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN WITHOUT CONSENT FROM THE ARCHITECT. MEANS AND METHODS: THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PRODUCTION PROCEDURES REQUIRED FOR THE PROPER AND SAFE EXECUTION AND COMPLETION OF THE WORK AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS, PROCEDURES AND PROBLEMS IN CONNECTION WITH THE WORK. MATERIALS AND GUARANTEE: ALL MATERIALS AND EQUIPMENT FURNISHED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE SPECIFIED, AND ALL WORK SHALL BE OF GOOD QUALITY AND FREE FROM FAULTS AND DEFECTS. ALL WORK SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. ALL MANUFACTURER'S WARRANTIES SHALL BE IN EXCESS OF THE CONTRACTOR'S GUARANTEE. RECORD DRAWINGS; THE GENERAL CONTRACTOR SHALL PROVIDE ACCURATE "RECORD DRAWINGS" TO DOCUMENT ANY VARIATIONS FROM WORKING, ENGINEERING OR SHOP DRAWINGS AND TO INDICATE THE ACTUAL "CONSTRUCTED" CONDITIONS WITH PARTICULAR REFERENCE TO WORK WHICH WILL BE SUBSEQUENTLY CONCEALED. UPON COMPLETION OF THE WORK. DIVISION 06 - WOOD & PLASTICS 1. FIRE RETARDANT TREATED WOOD: WHERE SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE APPLICABLE LOCAL JURISDICTION, PROVIDE AWPA TYPE A FIRE RETARDANT TREATMENT, WITH FLAME SPREAD RATING OF 25 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84, EQUAL TO 'PYRO- GUARD' TREATMENT BY HOOVER TREATED WOOD PRODUCTS INC. 1. DIVISION 07 - THERMAL & MOISTURE PROTECTION ACOUSTICAL INSULATION: INTERIOR SOUND ATTENUATION (FIBERGLASS BATTS): PROVIDE UNFACED BATTS FOR INTERIOR SOUND ATTENUATION PURPOSES AT WALLS, OTHER LOCATIONS WHERE SHOWN OR SCHEDULED ON THE DRAWINGS, ASTM C665, TYPE I, CLASS A. 1. THICKNESS: 2. NOISE REDUCTION COEFFICIENT, ASTM C423, (2 INCH SAMPLES): 3. FLAME SPREAD, ASTM E84: 4. SMOKE DEVELOPED, ASTM E84: TO NOMINALLY FILL CAVITY OR AS NOTED ON DRAWINGS 1 25 50 • DIVISION 08 - DOORS & WINDOWS WOOD DOORS: 1. WOOD DOOR (INTERIOR DOORS - PREFINISHED): A. INTERIOR DOORS SHALL BE STRUCTURAL COMPOSITE LUMBER (SCL -5) CORE OF SIZES AS SHOWN ON THE DRAWINGS, CONFORMING TO WDMA INDUSTRY STANDARD AND AWI SECTION. CORE MATERIAL SHALL COMPLY WITH WDMA MINIMUM PERFORMANCE LEVELS FOR INTERIOR APPLICATIONS WITH SCREW HOLDING POWER OF 540 LBS., MODULUS OF RUPTURE OF 6,500 PSI, MODULUS OF ELASTICITY OF 1,300,000 PSI AND DENSITY OF 38 LBS PER CUBIC FOOT. INTERIOR DOORS SHALL BE 5 -PLY CUSTOM GRADE IN ACCORDANCE WITH WDMA I.S.1 -A. NOTE: SEVEN -PLY OR OTHER SKIN TYPE CONSTRUCTIONS ARE NOT AN ACCEPTABLE SUBSTITUTION FOR THE REQUIREMENT OF THIS SPECIFICATION. B. LABELED DOORS: WHERE INDICATED ON THE DRAWINGS, PROVIDE UL OR WHI LABELS WITH APPROPRIATE FIRE RESISTANCE AND TEMPERATURE RISE RATINGS FOR THE CLASS OF OPENING INDICATED. ALL DOORS SHALL BE SOUND DEADENED WITH NONCOMBUSTIBLE MINERAL CORE. BLOCKING IS REQUIRED FOR SCREW - ATTACHED SURFACE MOUNTED HARDWARE AND FLUSH BOLTS. CONSTRUCTION DETAILS AND HARDWARE APPLICATIONS AUTHORIZED BY TESTING OR CERTIFICATION LABORATORIES SHALL TAKE PRECEDENCE OVER PROJECT DETAILS OR SPECIFICATIONS. C. FACE SPECIES: FACE GRADE A, PLAIN SLICED BIRCH, RANDOM VENEER MATCH. ALL WOOD DOORS SHALL BE COMPLETELY FACTORY FINISHED USING THE MANUFACTURER'S STANDARD FINISH. SYSTEMS PERFORMANCE SHALL MEET OR EXCEED AWI SYSTEM TR -6 CATALYZED POLYURETHANE. COLOR AS SELECTED. D. ALL FINISHED DOORS SHALL BE INDIVIDUALLY PLASTIC WRAPPED. 2. HOLLOW METAL FRAMES; ' m p....w. HOLLOW METAL FRAME: 16 GAUGE FOR INTERIOR AND 14 GAUGE FOR EXTERIOR, FLUSH COLD ROLLED STEEL, FULLY ARC - WELDED, ilt ED FOR 22 FACES (4" HEAD WHERE APPLICABLE FOR MASONRY OPENINGS) REINFORCED WITH 8 GAUGE STEEL HINGE REINFORCEMENT, 16 CODE COMpLIANCFAUGE STRIKE REINFORCEMENT, DRILLED FOR DOOR SILENCERS AT THE RATE OF (3) PER STRIKE JAMB AND (2) PER HEAD OF 1 1l ICS, ED DOOR PAIRS. 2 2010 City of lbkWila 'BUILDING INSULATION (WHERE REQUIRED): J d 1. FIBERGLASS BATT INSULATION: PROVIDE 3 1/2" THICK (R -11) AND 6" (R -19) FIBERGLASS FOIL /SCRIM FACED (FSK �i SUFACE BURNING CHARACTERISTICS OF 25/50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84, PRODUCTS BY CERTAIN V1S1��� TEED CORP; OWENS CORNING; JOHNS MANVILLE, OR KNAUF FIBER GLASS. SEALANTS & CAULKING; 1. SLNT -3: TWO- COMPONENT SELF - LEVELING URETHANE, ASTM C920, TYPE M, GRADE P, CLASS 25, USE T; MULTI-COMPONENT, CHEMICAL CURING, NON- STAINING, NON- BLEEDING WITH MOVEMENT CAPABILITY OF +25 PERCENT. A. PECORA, 'UREXPAN NR -200' B. SONNEBORN, 'SONOLASTIC SL2' C. TREMCO, 'THC -900' USES: - INTERIOR USE: INTERIOR JOINTS IN FLOOR 11LEWORK. INTERIOR EXPOSED JOIINTS IN SLABS WHERE SUBJECT TO FOOT OR VEHICULAR TRAFFIC. INTERIOR EXPOSED PERIMETER JOINTS IN SLABS ABUTTING WALLS AND OTHER VERTICAL SURFACES. 2. SLNT -4: ONE- COMPONENT LATEX, ASTM C834, SINGLE - COMPONENT, SOLVENT CURING, NON- STAINING, NON- BLEEDING, NON- SAGGING, PAINTABLE, CAPABLE OF +/- 7.5 PERCENT MINIMUM MOVEMENT. A. PECORA, 'AC -20 SILICONIZED' B. SONNEBORN, 'SONOLAC' C. TREMCO, 'TREMFLEX 834' USES: - INTERIOR USE: MISCELLANEOUS INTERIOR AND EXTERIOR JOINTS SUBJECT TO MODERATE MOVEMENT AND JOINTS TO BE PAINTED. 3. SLNT -5: SILICONE SANITARY SEALANT, ASTM C920, TYPE S, GRADE NS; MILDEW RESISTANT, USDA APPROVED. A. DOW CORNING, '786 MILDEW RESISTANT SILICONE SEALANT' B. GENERAL ELECTRIC, 'GE SILICONE SANITARY 1700 SEALANT" C. TREMCO, 'TREMFLEX 834' USES: - INTERIOR USE: JOINTS BETWEEN PLUMBING FIXTURES AND WALL; PLASTIC LAMINATE COUNTERTOPS, FIXTURES AND EQUIPMENT REQUIRING SANITARY SEALANT. 4. SLNT -8: ACOUSTIC SEALANT. A. PECORA, 'AC -20 FRT ACOUSTICAL AND INSULATION SEALANT' B. USG, SHEETROCK, 'ACOUSTICAL SEALANT' USES: - INTERIOR JOINTS AT SOUND- PROOFED PARTITIONS. 6. SEALANT COLORS: THE COLOR FOR EACH SEALANT INSTALLATION IS TO BE SELECTED TO CLOSELY MATCH THE COLOR OF AT LEAST ONE OF THE ADJACENT SURFACES. A. WHEN THE SEALANT IS NOT PAINTED BY A SUBSEQUENT CONSTRUCTION OPERATION AS INDICATED ON THE DRAWINGS, THE COLOR FOR EACH SEALANT INSTALLATION IS TO BE SELECTED TO CLOSELY MATCH THE COLOR OF AT LEAST ONE OF THE ADJACENT SURFACES. B. SHOULD AN ACCEPTABLE COLOR NOT BE AVAILABLE FROM AN APPROVED SUBSTITUTE MANUFACTURER NOT HEREIN LISTED, EXCEPT AT ADDITIONAL CHARGE, THE CONTRACTOR SHALL PROVIDE SUCH PREMIUM COLORS ACCEPTABLE TO THE OWNER. C. IN CONCEALED INSTALLATIONS, USE STANDARD COLOR GRAY OR BLACK SEALANT. 7. PRIMERS: USE ONLY THOSE PRIMERS WHICH HAVE BEEN TESTED FOR DURABILITY ON THE SURFACES TO BE SEALED AND ARE SPECIFICALLY RECOMMENDED FOR THIS INSTALLATION BY THE MANUFACTURER OF THE SEALANT USED. 8. BACKUP MATERIALS: USE ONLY THOSE BACKUP MATERIALS WHICH ARE NON- ABSORBENT, NON- STAINING, AND SPECIFICALLY RECOMMENDED FOR THIS INSTALLATION BY THE MANUFACTURER OF THE SEALANT USED. A. BACKER ROD: EXTRUDED CLOSED CELL POLYETHYLENE ROD IN DIAMETER AT LEAST 1 -1/2 TIMES JOINT SIZE. 9. THROUGH - PENETRATION FIRESTOP SYSTEMS: PROVIDE F -RATED AND T -RATED FIRESTOP SYSTEMS DETERMINED PER ASTM E814; WITH FLAME - SPREAD AND SMOKE - DEVELOPED INDEXES OF LESS THAN 25 AND 450 RESPECTIVELY AS DETERMINED PER ASTM E84. THE FOLLOWING ARE ACCEPTABLE MANUFACTURERS: A. HILTI, INC. B. SPECIFIED TECHNOLOGIES, INC. C. 3M; FIRE PROTECTION PRODUCTS. 10. FIRE - RESISTIVE JOINT SYSTEMS: PROVIDE FIRE - RESISTIVE JOINT SYSTEMS THAT ARE PRODUCED AND INSTALLED TO RESIST SPREAD OF FIRE; RESIST PASSAGE OF SMOKE AND OTHER GASES, AND MAINTAIN ORIGINAL FIRERESISTANCE RATING OF ASSEMBLY IN WHICH FIRE - RESISTIVE JOINT SYSTEMS ARE INSTALLED; WITH FLAME - SPREAD AND SMOKE - DEVELOPED INDEXES OF LESS THAN 25 AND 450 RESPECTIVELY AS DETERMINED PER ASTM E84. THE FOLLOWING ARE ACCEPTABLE MANUFACTURERS: A. HIL11, INC. B. SPECIFIED TECHNOLOGIES, INC. C. 3M; FIRE PROTECTION PRODUCTS. A. KNOCKED -DOWN FRAMES ARE AN ACCEPTABLE ALTERNATIVE TO FULLY WELDED FRAMES FOR INTERIOR USE ONLY. B. FRAMES SHALL BE FURNISHED WITH A MINIMUM OF (6) WALL ANCHORS AND (2) BASE ANCHORS OF MANUFACTURER'S STANDARD DESIGN FOR INTENDED WALL CONSTRUCTION. C. FRAMES SHALL BE FITTED FOR STRIKES AND FULL MORTISE HINGES AS SPECIFIED ON THE DRAWINGS. D. INTERIOR FRAMES SHALL BE PHOSPHAIIZED AND RECEIVE ONE COAT OF BAKED ON PRIMER, READY FOR FIELD PAINTING PER DIVISION 9- PAINTING. E. EXTERIOR FRAMES SHALL BE GALVANIZED COMPLYING WITH A60 AND SHALL RECEIVE ONE COAT OF BAKED ON PRIMER, READY FOR FIELD PAINTING PER DIVISION 9- PAINTING. F. EXTERIOR FRAMES IN MASONRY: EXTERIOR FRAMES INSTALLED IN MASONRY SHALL RECEIVE A BITUMINOUS RUST - RESISTIVE COATING ON THE INSIDE CONCEALED SURFACES, IN ADDITION TO THE GALVANIZED FINISH. EXTERIOR FRAMES IN MASONRY SHALL BE SOLID GROUT- FILLED. 3. INSTALL HOLLOW METAL DOORS AND FRAMES IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROVISIONS OF SDI -105. HANG DOORS PLUMB, SQUARE AND LEVEL TO PROVIDE FOR EASY OPERATION. SURFACE MOUNTED ACCESS DOORS: 4. INTERIOR ACCESS DOORS: PROVIDE ACCESS DOORS AS REQUIRED TO ACCESS CONCEALED VALVES OR OTHER MECHANICAL OR ELECTRICAL EQUIPMENT. DOORS SHALL BE NOT LESS THAN 14 GAUGE DOORS, 16" SQUARE OR LARGER, AS MANUFACTURED BY NYSTROM BUILDING PRODUCTS, MINNEAPOLIS MN (800/237- 1579). A. FOR NON -RATED PARTITIONS: NT SERIES. B. FOR FIRE -RATED PARTITIONS: IT SERIES, WITH UL LABEL. C. INTERIOR ACCESS DOOR SHALL BE FIELD PAINTED TO MATCH ADJACENT FINISHES PER DIVISION 9- PAINTING. D. INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. DOOR HARDWARE: 1. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FINISH HARDWARE AND ACCESSORIES NECESSARY FOR A COMPLETE PROJECT WHETHER THE ITEMS ARE SPECIFICALLY SCHEDULED OR NOT. 2. INSTALL ALL HARDWARE IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, UTILIZING AN APPROPRIATE ANCHORING DEVICE OR ADHESIVE. 1. GLAZING: ANNEALED GLASS: FLOAT GLASS MEETING REQUIREMENTS OF ASTM C1036, TYPE 1, CLASS 1, QUALITY Q3. A. MINIMUM THICKNESS: 1/4 INCH. B. CLEAR. 2. TEMPERED GLASS: FABRICATE FULLY TEMPERED FLOAT GLASS MATERIALS IN ACCORDANCE WITH ASTM C1048, KIND FT. A. MINIMUM THICKNESS: 1/4 INCH. B. CLEAR. C. EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER AND SHALL BE VISIBLE WHEN THE UNIT IS GLAZED. 3. THE CONTRACTOR SHALL COMPLY WITH PERTINENT CODES AND REGULATIONS OF THE LOCAL JURISDICTION, AND PERTINENT RECOMMENDATIONS CONTAINED IN THE FLAT GLASS MARKETING ASSOCATION'S (FGMA) "GLAZING SEALING SYSTEMS MANUAL ", AND "GLAZING MANUAL ". DIVISION 09 - FINISHES METAL STUDS & ACCESSORIES: 1. PROVIDE NON -LOAD BEARING METAL FRAMING AND ACCESSORIES AS SHOWN ON THE DRAWINGS AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. SELECT STEEL STUDS IN ACCORDANCE WITH MANUFACTURER'S STANDARD LOAD TABLES AND THE FOLLOWING DESIGN PRESSURES AND DEFLECTIONS: A. AT INTERIOR NON -LOAD BEARING PARTITIONS: L/360 AT 5 PSF. B. AT INTERIOR NON -LOAD BEARING PARTITIONS: L/360 AT 15 PSF. C. AT INTERIOR IMPACT - RESISTANT GYPSUM WALLBOARD: MINIMUM 20 GAUGE STEEL STUDS. D. FOR STUDS THAT CANNOT BE SELECTED USING MANUFACTURER'S STANDARD LOAD TABLES REFER TO DIVISION 5 -COLD- FORMED METAL FRAMING. 2. ACCEPTABLE MANUFACTURERS: A. MARINOWARE. B. DIETRICH METAL FRAMING. C. UNIMAST, INC. 3. METAL STUDS AND RUNNERS (INTERIOR NON -LOAD BEARING): A. MINIMUM 22 GAUGE STANDARD PUNCHED STEEL STUDS, "C" SHAPED, COMPLYING WITH ASTM C645 B. GRADE: 33 KSI. C. GALVANIZED COATING: G40 MINIMUM, UNLESS G60 COATING IS REQUIRED PER ASTM C955 AS SPECIFIED IN DIVISION 5 -COLD- FORMED METAL FRAMING. 4. FURRING SHALL BE 20 GAUGE, 7/8" HAT SECTIONS, UNLESS NOTED OTHERWISE. 5. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION RESILIENT CLIPS, AND OTHER ACCESSORIES AS REQUIRED. cmNINVIu► APR 13 2010 PERMIT CENTER 41 8 s v) _ ,w f0 c EA' O r 7 a) O Lt) U) O 0 &si 0 00 J co rn CO Q Y Q m CD- DISTRIBUTION: PERMIT/BID DATE: 03/26/10 ARCH. PROJECT # 8090.00 DRAWN: JMK CHECKED: JMD 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: GENERAL REQUIREMENTS & SPECIFICATIONS A0.2 I0 i i 1 0 6. DEFLECTION TRACK METAL FRAMING: A. INTERIOR DEFLECTION PARTITION (SINGLE, RATED TRACK SYSTEM): PROVIDE RATED DEFLECTION TRACK WITH OFFSET LEGS TO ACCOMMODATE WALL CLADDING, "FIRE TRAK" SYSTEM, BY FIRE TRAK CORP. - SECURE JAMB STUDS AND /OR KING STUDS TO THE DEFLECTION RUNNER WHILE ALLOWING FOR DEFLECTION, BY USING 20 GAUGE SLIP CLIPS ON EACH SIDE OF JAMB STUD /KING STUD LEGS, USING PRE - MANUFACTURED CLIPS EQUAL TO "SLIP CLIP" PRODUCT, BY FIRE TRAK CORP. B. SINGLE DEFLECTION TRACK: PROVIDE MANUFACTURER'S SINGLE, DEEP LEG, U- SHAPED STEEL TRACK; UNPUNCHED, WITH UNSTIFFENED FLANGES, OF WEB DEPTHS TO CONTAIN STUDS WHILE ALLOWING FREE VERTICAL MOVEMENT, WITH FLANGES DESIGNED TO SUPPORT HORIZONTAL AND LATERAL LOADS, AND AS FOLLOWS: - MINIMUM UNCOATED STEEL THICKNESS: MATCH STEEL STUD GAUGE. - FLANGE WIDTH (LEGS): 3" MINIMUM. - VERTICAL DEFLECTION CLIPS: MANUFACTURER'S STANDARD CLIPS, CAPABLE OF ACCOMMODATING UPWARD AND DOWNWARD VERTICAL DISPLACEMENT OF PRIMARY STRUCTURE. C. SINGLE DEFLECTION TRACK (ALTERNATE): - ACCEPTABLE ALTERNATIVE PRODUCT/ MANUFACTURER FOR INTERIOR PARTITIONS: "FAST TOP" HEAD OF WALL SLIDE CLIP SYSTEM, BY DIETRICH METAL FRAMING. - ACCEPTABLE ALTERNATIVE PRODUCT/ MANUFACTURER FOR INTERIOR PARTITIONS: "SLP -TRK" SLIPTRACK SYSTEMS SLOTTED TRACK, 2 -1/2 INCH DOWN- STANDING LEGS WITH 1/4 INCH WIDE BY 1 -1/2 INCH HIGH SLOTS SPACED AT 1 INCH ON CENTER, BY DIETRICH METAL FRAMING. D. DOUBLE DEFLECTION TRACK: PROVIDE 18 GAUGE DEEP LEG TRACK, MINIMUM 4" LEGS x DIMENSION TO FIT SNUGLY OVER, BUT NOT ATTACHED TO (TO ALLOW FOR DEFLECTION CLEARANCE), AN 18 GAUGE METAL TOP RUNNER SECURED TO THE METAL WALL FRAMING. E. PROVIDE SPACED METAL ROOF DECK SECURING PLATES AS SHOWN ON THE DRAWINGS, WHEN THE PARTITION AND DEEP LEG TRACK RUN PERPENDICULAR TO THE METAL DECK FLUTES. 7. CEILING & SOFFIT SUPPORT MATERIALS: A. HANGER ANCHORAGE DEVICES: SCREWS, BOLTS OR OTHER (DEVICES COMPATIBLE WITH INDICATED ANCHORAGE FOR CEILING HANGERS AND WHOSE SUITABILITY HAS PROVEN THROUGH STANDARD CONSTRUCTION PRACTICES OR BY CERTIFIED TEST DATA. B. HANGERS: - STEEL WIRE OR RODS, SIZES TO COMPLY WITH REQUIREMENTS OF ASTM C754 FOR CEILING OR SOFFIT AREA AND LOADS TO BE SUPPORTED. - WIRE: ASTM A641, SOFT, CLASS 1 GALVANIZED. - RODS AND FLATS: MILD STEEL COMPONENTS. FINISH: GALVANIZED OR PAINTED WITH RUST - INHIBITIVE PAINT FOR INTERIOR WORK; GALVANIZED FOR EXTERIOR WORK. C. FRAMING SYSTEM: - MAIN RUNNERS: MINIMUM 16 GAUGE COLD- ROLLED, "C" SHAPED STEEL CHANNELS, GALVANIZED. - CROSS FURRING: 20 GAUGE, 7/8" HAT SECTIONS, ASTM C645, GALVANIZED. - FURRING ANCHORAGES: 16 GAUGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE -TYPE CLIPS, NAILS OR SCREWS RECOMMENDED BY FURRING MANUFACTURER AND COMPLYING WITH ASTM C754. GYPSUM WALLBOARD: 1. INTERIOR REGULAR GYPSUM WALLBOARD: PROVIDE TYPE III, GRADE R, CLASS 1, 1/2" THICK. 2. INTERIOR FIRE - RETARDANT WALLBOARD: PROVIDE TYPE III, GRADE X, CLASS 1, UL LISTED, 5/8" THICK. 3. INTERIOR MOISTURE- RESISTANT GYPSUM WALLBOARD: PROVIDE AT WALLS ONLY AT DAMP LOCATIONS WHERE SCHEDULED OR OTHERWISE SHOWN ON THE DRAWINGS, 1/2" OR 5/8" THICK. FIRE - RETARDANT MOISTURE- RESISTANT WALLBOARD WHERE REQUIRED, GRADE X, UL LISTED, 5/8" THICK: - GOLD BOND BRAND XP AND GOLD BOND BRAND XP FIRE - SHIELD WALLBOARD, BY NATIONAL GYPSUM COMPANY. - SHEETROCK BRAND AND FIRECODE CORE HUMITEK GYPSUM PANELS, BY USG. 4. CORNER BEADS: PROVIDE GALVANIZED STEEL ANGLE SHAPES WII WINGS NOT LESS THAN 1" WIDE AND PERFORATED FOR NAILING AND JOINT TREATMENT. PRODUCT: DUR -A -BEAD, BY USG. 5. CASING BEADS: PROVIDE GALVANIZED STEEL J- SHAPED CHANNEL CASING BEADS AT EXPOSED WALLBOARD EDGES AT LOCATIONS INCLUDING, BUT NOT LIMITED TO, HORIZONTAL EDGES AT TOP OF PARTIAL HEIGHT PARTITIONS, AND VERTICAL AND HORIZONTAL EDGES WHERE GYPSUM WALLBOARD ABUTS OTHER MATERIALS AND AT REVEALS. PRODUCT: 200 -A, BY USG. 6. EDGE BEADS (CEILING PERIMETER): PROVIDE GALVANIZED STEEL L- SHAPED CHANNEL CASING BEAD WITHOUT A BACK FLANGE FOR USE AT PERIMETER OF CEILINGS. PRODUCT: 200 -B, BY USG. 7. CONTROL JOINTS: PROVIDE STAPLE - APPLIED ROLL- FORMED ZINC CONTROL WHERE SHOWN ON THE DRAWINGS AT 30' -0" O.C. MAX. PROVIDE FLUSH CAULK BEAD TO FILL 1/4" OPEN SLOT AFTER PROTECTIVE TAPE IS REMOVED AFTER ADJACENT WALLBOARD FINISHING. PRODUCT: ZINC CONTROL JOINT NO. 093, BY USG. ' 8. PROVIDE A JOINTING SYSTEM, INCLUDING REINFORCING TAPE AND COMPOUND, DESIGNED AS A SYSTEM TO BE USED TOGETHER AND AS RECOMMENDED FOR THIS USE BY THE MANUFACTURER OF THE GYPSUM WALLBOARD APPROVED FOR USE ON THIS WORK. JOINTING COMPOUND MAY BE USED FOR FINISHING IF SO RECOMMENDED BY ITS MANUFACTURER. 9. FASTENING SYSTEM: FOR FASTENING GYPSUM WALLBOARD IN PLACE ON METAL STUDS AND METAL CHANNELS, USE FLAT -HEAD SCREWS, SHOULDERED, SPECIALLY DESIGNED FOR USE WITH POWER- DRIVEN TOOLS, NOT LESS THAN 1" LONG, WITH SELF TAPPING THREADS AND SELF DRILLING POINTS. 10. FIRESTOP SYSTEM: PROVIDE ALL FIRESTOP MATERIALS AS REQUIRED TO COMPLY WITH CODE REQUIREMENTS, CONSISTING OF FIRE RATED WALL ASSEMBLIES, FORMING MATERIALS, AND SEALANTS. A. REFER TO DIVISION 7- THROUGH PENETRATION FIRESTOP SYSTEMS. B. REFER TO DIVISION 7- FIRE - RESISTIVE JOINT SYSTEMS. 11. FINISHING: PROVIDE LEVELS OF GYPSUM WALLBOARD FINISH FOR LOCATIONS AS FOLLOWS, IN ACCORDANCE WITH GYPSUM ASSOCIATION GA -214. A. LEVEL 1: CEILING PLENUM AREAS AND CONCEALED AREAS, EXCEPT PROVIDE HIGHER LEVEL OF FINISH AS REQUIRED TO COMPLY WITH FIRE RESISTANCE RATINGS AND ACOUSTICAL RATINGS. B. LEVEL 2: GYPSUM WALLBOARD SUBSTRATE AT TILE, EXCEPT REMOVE TOOL MARKS AND RIDGES. C. LEVEL 3: GYPSUM WALLBOARD SURFACES, WHERE TEXTURED FINISHES WILL BE USED OR HEAVY VINYL WALLCOVERING. D. LEVEL 4: GYPSUM WALLBOARD SURFACES, EXCEPT WHERE ANOTHER FINISH LEVEL IS INDICATED. SUSPENDED ACOUSTICAL CEILING: 1. COMPLY WITH THE APPLICABLE PROVISIONS OF THE FOLLOWING: ASTM C635 -METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS; ASTM C636- INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS; ASTM E580- STANDARD PRACTICE FOR APPLICATION OF CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS IN AREAS REQUIRING SEISMIC RESTRAINTS (IF SEISMIC RESTRAINTS ARE REQUIRED BY THE LOCAL JURISDICTION). 2. GRID SYSTEM: PROVIDE GRID SYSTEM WHERE SHOWN ON THE DRAWINGS AS MANUFACTURED BY USG, INC. A. 15/16" DONN DX /DXL. STRUCTURAL CLASSIFICATION: ASTM C635 INTERMEDIATE DUTY. B. ATTACHMENT DEVICES: SIZE FOR 5 TIMES DESIGN LOAD INDICATED IN ASTM C635, TABLE 1, DIRECT HUNG UNLESS OTHERWISE INDICATED. C. WIRE FOR HANGERS AND TIES: ASTM A641, CLASS 1 ZINC COATING, SOFT TEMPER, PRESTRETCHED, WITH A YIELD STRESS LOAD OF AT LEAST 3 TIMES DESIGN LOAD, BUT NOT LESS THAN 12 GAUGE. D. COLOR: WHITE. 3. ACOUSTICAL CEILING PANELS: PROVIDE ACOUSTICAL CEILING PANELS WHERE SHOWN ON THE DRAWINGS AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, INC. A. FLAME SPREAD / FIRE RESISTANCE: CLASS A: FLAME SPREAD 25 OR LESS PER ASTM E1264. B. TYPE, SIZE, COLOR: REFER TO DRAWINGS. 4. EXTRA STOCK: PROVIDE CEILING TILE STOCK FOR OWNER'S USE. INCLUDE 2 CARTONS OF EACH OF THE TYPES OF PANELS USED. STORE AS DIRECTED BY THE OWNER. CARPET; 1. THE CONTRACTOR SHALL PROVIDE CONCRETE SLAB TESTING & TREATMENT TO ENSURE ADEQUATE BONDING OF THE SCHEDULED FLOORING. COORDINATE WITH FLOORING MANUFACTURER'S REQUIREMENTS & RECOMMENDATIONS 2. CARPET: MANUFACTURER: THE CONTRACTOR SHALL INSTALL CARPET WHERE SHOWN ON THE DRAWINGS. CARPET SHALL BE SUPPLIED BY GOLFTEC FROM THE PRODUCT MANUFACTURER AS SPECIFIED ON THE DRAWINGS, IN COLORS AND PATTERNS AS SHOWN ON THE DRAWINGS. 3. ADHESIVE: THE CONTRACTOR SHALL PROVIDE CONCRETE SLAB PRIMER AND ADHESIVE AS RECOMMENDED BY THE PRODUCT MANUFACTURER. 4. OTHER MATERIALS: THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. PAINTING: 1. THE WORK INCLUDES PAINTING AND FINISHING OF ALL EXTERIOR AND INTERIOR ITEMS AND SURFACES. 2. VOC / VOS REGULATIONS: ALL PAINT COATINGS SHALL CONFORM TO STATE AND LOCAL REGULATIONS INCLUDING VOC / VOS RULES IN EFFECT AT THE TIME OF PAINT APPLICATION. 3. SURFACE PREPARATION: A. PROVIDE ALL SURFACE PREPARATION AND CLEANING PROCEDURES PER THE PAINT MANUFACTURERS' PRINTED RECOMMENDATIONS. B. THE SURFACE MUST BE DRY AND IN SOUND CONDITION. REMOVE OIL, DUST, DIRT, LOOSE RUST, PEELING PAINT OR OTHER CONTAMINATION TO ENSURE GOOD ADHESION. C. REMOVE MILDEW BEFORE PAINTING BY WASHING WITH A SOLUTION OF 1 PART LIQUID HOUSEHOLD BLEACH AND 3 PARTS OF WARM WATER. APPLY THE SOLUTION AND SCRUB THE MILDEWED AREA. ALLOW THE SOLUTION TO REMAIN ON THE SURFACE FOR 10 MINUTES. RINSE THOROUGHLY WITH CLEAN WATER AND ALLOW THE SURFACE TO DRY 48 HOURS BEFORE PAINTING. WEAR PROTECTIVE GLASSES OR GOGGLES, WATERPROOF GLOVES, AND PROTECTIVE CLOTHING. QUICKLY WASH OFF ANY OF THE MIXTURE THAT COMES IN CONTACT WITH YOUR SKIN. DO NOT ADD DETERGENTS OR AMMONIA TO THE BLEACH /WATER SOLUTION. D. ALUMINUM: REMOVE ALL OIL, GREASE, DIRT AND OTHER FOREIGN MATERIAL BY CLEANING PER SSPC -SP1, SOLVENT CLEANING. E. CONCRETE BLOCK: REMOVE ALL LOOSE MORTAR AND FOREIGN MATERIAL. SURFACE MUST BE FREE OF LAITANCE, CONCRETE DUST, DIRT, FORM RELEASE AGENTS, MOISTURE CURING MEMBRANES, LOOSE CEMENT, AND HARDENERS. CONCRETE AND MORTAR MUST BE CURED AT LEAST 30 DAYS AT 757. THE PH OF THE SURFACE SHOULD BE BETWEEN 6 AND 9, UNLESS THE PRODUCTS TO BE USED ARE DESIGNED TO BE USED IN HIGH PH ENVIRONMENTS (SUCH AS SHERWIN- WILLIAMS LOXON). ON CAST -IN -PLACE CONCRETE, COMMERCIAL DETERGENTS AND ABRASIVE BLASTING MAY BE NECESSARY TO PREPARE THE SURFACE. FILL BUG HOLES, AIR POCKETS, AND OTHER VOIDS WITH A CEMENT PATCHING COMPOUND. F. CONCRETE, SSPC -SP13 OR NACE 6: THIS STANDARD GIVES REQUIREMENTS FOR SURFACE PREPARATION OF CONCRETE BY MECHANICAL, CHEMICAL, OR THERMAL METHODS PRIOR TO THE APPLICATION OF BONDED PROTECTIVE COATING OR LINING SYSTEMS. THE REQUIREMENTS OF THIS STANDARD ARE APPLICABLE TO ALL TYPES OF CEMENTITIOUS SURFACES INCLUDING CAST -IN -PLACE CONCRETE FLOORS AND WALLS, PRECAST SLABS, AND MASONRY WALLS. AN ACCEPTABLE PREPARED CONCRETE SURFACE SHOULD BE FREE OF CONTAMINANTS, LAITANCE, LOOSELY ADHERING CONCRETE, AND DUST, AND SHOULD PROVIDE A SOUND, UNIFORM SUBSTRATE SUITABLE FOR THE APPLICATION OF PROTECTIVE COATING OR LINING SYSTEMS. G. GALVANIZED METAL: CLEAN PER SSPC -SP1 USING DETERGENT AND WATER OR A DEGREASING CLEANER TO REMOVE GREASES AND OILS. PRE -TREAT AND APPLY AN ACID ETCH. H. STEEL: STRUCTURAL, PLATE, ETC.: CLEANED BY ONE OR MORE OF THE FOLLOWING SURFACE PREPARATIONS: SOLVENT CLEANING, SSPC -SP1; HAND TOOL CLEANING, SSPC -SP2; POWER TOOL CLEANING, SSPC -SP3; BRUSH -OFF BLAST CLEANING, SSPC -SP 7. 5. INTERIOR SURFACES PAINTING SCHEDULE: - ABBREVIATIONS USED: SW (Sherwin - Williams) W/B (waterborne) A. METAL (GALVANIZED & FERROUS) - LOW ODOR (RENOVATION) / LOW VOC - 1st COAT: SW ALL SURFACE ENAMEL LATEX PRIMER, A41W210 - 2nd & 3rd COATS: SW Harmony LOW ODOR INTERIOR LATEX EG -SHEL, B9 SERIES - PAINT TYPE / SHEEN: ACRYLIC LATEX / EG -SHEL - COLOR: AS SELECTED B. WOOD (PAINTED) - LOW ODOR (RENOVATION) / LOW VOC - 1st COAT: SW PrepRite CLASSIC PRIMER, B28W101 - 2nd & 3rd COATS: SW Harmony LOW ODOR INTERIOR LATEX EG -SHEL, B9 SERIES - PAINT TYPE / SHEEN: ACRYLIC LATEX / EG -SHEL - COLOR: AS SELECTED C. WOOD (STAIN & VARNISH) - PACKAGE SIZE RESTRICTIONS ARE IN EFFECT IN OTC AREAS, QUARTS ONLY - 1st COAT: SW WoodClassics INTERIOR OIL STAIN, A49 SERIES. - 2nd COAT: SW WoodClassics W/B POLYURETHANE VARNISH, GLOSS, A68 - 3rd COAT: SW WoodClassics W/B POLYURETHANE VARNISH, SATIN, A68 - PAINT TYPE / SHEEN: STAIN & VARNISH / CLEAR. - COLOR: AS SELECTED D. GYPSUM WALLBOARD - LOW ODOR (RENOVATION) / LOW VOC - 1st COAT: SW Harmony LOW ODOR INTERIOR LATEX PRIMER, 1311W900 - 2nd & 3rd COATS: SW Harmony LOW ODOR INTERIOR LATEX EG -SHEL, B9 SERIES - PAINT TYPE / SHEEN: ACRYLIC LATEX / EG -SHEL - COLOR: AS SELECTED DIVISION 10 - SPECIALTIES FIRE EXTINGUISHERS: 1. PROVIDE FIRE EXTINGUISHERS AS MANUFACTURED BY LARSEN'S MANUFACTURING COMPANY. A. GENERAL PURPOSE: MP SERIES MULTI- PURPOSE DRY CHEMICAL MODEL PP-6, UL RATING 3A -40B: C, NOMINAL CAPACITY 6 POUNDS. WHERE WALL MOUNTING FIRE EXTINGUISHERS ARE REQUIRED, PROVIDE MODEL #862. B. KITCHEN: WC SERIES, WET CHEMICAL UNITS MEETING THE K CLASS REQUIREMENTS, MODEL #WC -6L, UL RATING 2A: K, NOMINAL CAPACITY 6 LITERS. WHERE WALL MOUNTING FIRE EXTINGUISHERS ARE REQUIRED, PROVIDE MODEL #B1. 2. SIGNS: PROVIDE SIGN FOR EACH FIRE EXTINGUISHER.. A. SIGN NAME: "FIRE EXTINGUISHER ", MODEL #37792. B. SIZE: 9 "x 12 ". C. LOCATION: WALL ADJACENT TO EACH FIRE EXTINGUISHER, 60" A.F.F. TO CENTER. 3. FIRE EXTINGUISHERS AND SIGNS SHALL BE PURCHASED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL CONSULT WITH THE LOCAL JURISDICTION AND DETERMINE THE TOTAL NUMBER OF FIRE EXTINGUISHERS REQUIRED FOR THE PROJECT. EXACT LOCATIONS SHALL BE DETERMINED ON SITE AFTER EQUIPMENT HAS BEEN SET IN PLACE AND CONNECTED. A. REFERENCE DOCUMENTS: NATIONAL FIRE PROTECTION ASSOCIATION: NFPA 10- STANDARD FOR PORTABLE FIRE EXTINGUISHERS. 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 12 2010 City of Tukwila BUILDING DIVISION cryRiiw►° u► APR 13 2010 PERMIT CENTER DISTRIBUTION: DATE: PERMIT / BID 03/26/10 ARCH. PROJECT # 8090.00 DRAWN: CHECKED: JMK JMD 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 1111E SPECIFICATIONS A0.3 , `J VERIFY EXACT LOCATION OF EXISTING 200 AMP ELEC PANEL, MAINTAIN I II III - - . EXISTING PUBLIC RESTROOMS ® J --4- I I ,N ,. --— CLEARANCES AS ' Li I a REQ'D BY CODE I TELE. /SERVER BACKBOARD L. ri _A SE" I • ,,,,,,,,,,,,,, • ALIGN) f ADJACENT R0V ° ° "' N - SEE DETAIL 1O/A2.1 r I I - - -� ��� -�% 41-5 "t 3' -6" BAY #3 1 NOTE: VERIFY FINAL LOCATION OF TELEPHONE BOARD W/ PROJECT MANAGER 106 TENANT 36• MIN. HITTING NET: MOUNT / 00 N M 9' -0" H DRYWALL WRAPPED OPENING, TYP. @ BAYS - SEE DTL. - ; 2 '' I ° H GOLFTEC- PROVIDED HITTING NET INSTRUCTIONS PROVIDED FROM MANUFACTURER). LOCATE TOP PIPE 18" FROM BOTH SIDE WALLS, 2' -0" FROM BACK WALL. MOUNT 1/2" PIPE AT EACH SIDE OF BASE OF NET, BOLTED TO CONCRETE FLOOR AT 6" FROM SIDE WALLS. NO METAL PIPE SHOULD BE AT BASE OF BACK WALL. NET AND PIPE MATERIALS PROVIDED BY GOLFTEC. (TYP. ® BAY) CONTRACTOR TO VERIFY I�REVIEWE 105 20,_0„ 05/A2.1 PROVIDE ALLOWANCE FOR (4 4-1/4" CONCRETE CORE DRILLED PUTTING HOLES. PROVIDE FURTHER INFO. GOLFTEC PM TO INFO. Il CORRIDOR 36" MIN.II� 2 102 °– / /����� / / //0 % / �������������� ■ `" • a 0 o 1 1 N M � %/� 2 BAY #1 ° GRTTING FREE - STANDING FURNITURE PROVIDED AND INSTALLED BY GOLFTEC TYP. (TYP.) I I o 1 " EXACT LOCATION OF CI) D FOR COLUMNS. ��ONIPLIANGE `• "`'' 12 201u ' — — 1 I TYP. U.N.O. GOLFTEC' SIGN TO BE PROVIDED ; :�fYOfTjyj� AND INSTALLED BY du�ING min 36 36" MIN.II� • ® '-0" ® ®® GOLFTEC. "° ,- If --- W -1 GREEN RECEPTION 101 .17 103 ° c CONTRACTOR TO VERIFY o EXACT LOCATION OF .......\. ••••■• Oil COLUMN AND PILASTER. / ADJACENT TENANT P° . o \ . r___ i EXISTING CONDITIONS PLAN 12 / FLOOR PLAN 11 1--� I i i' I , REF.: SOURCE: 1/8" =1' -0" � 11 REF.: SOURCE: 1/8" = 1' -0" a' CEILING 5/8" GYP. BD. 1/2" TEMPERED GLASS • 3 5/8" 5/8" 3 5/8" 5/8" 5 / 8" ARE FROM TO UNLESS ) AND BRACED CODE: 5 18 GAUGE TOP INSTALLED IS STILL DEFLECTION DRAFT STOP TOP STUD °.�..•. °:� :.. •.:�: ." J �� I- U.N.O. (TYP.) / ( ) •: DIMENSIONS FACE OF FINISH .. FACE FACE OF FINISH •• (TYPICAL - f. r- 0 0 VARIES 3/4 X 4' x 4 FIRE 3/4" 3' -o" PLYWOOD • ►! �� ° ►'•i :_!h� UNDERSIDE OF STRUCTURAL DECK FINISHED CEILING 5 8 GYP. BD. ON / ►!� • ��5 ►! • ��r `� `4 ■ �i 04-.1.1 %3 ► 111........ UNDERSIDE OF STRUCTURAL DECK 5/8" GYP. BD. ON I ONE SIDE. BATT INSULATION WHERE SCHEDULED HORIZONTAL BRIDGING W/ BRIDGE CLIPS ® 4'-0" O.C. -TYP. 5/8" GYP. BD. 1. �' -' RETURN AT DOOR FRAME (DOOR SIDE OF FRAME) I II JAMB 6" DBL. 6 STUDS AT HEADER CONDITION ,►�z w t, a z! > 3► ;•--° . y ems!' BOTH SIDES. BATT INSULATION WHERE SCHEDULED METAL STUD. 1 HORIZONTAL BRIDGING W/ BRIDGE CLIPS ® [TREATED '- GYPSUM WALLBOARD WITH PARTITION RECOMMENDATIONS. NOTED OTHERWISE) PARTITIONS SHALL BE CONSTRUCTED IN ACCORDANCE SCHEDULE, GYPSUM ASSOCIATION AND THE MANUFACTURER'S ALL WALLS TO BE ERECTED SQUARE, PLUMB •••• :..2:j • 1 2 -8 " " X 3' -0" LONG x 12" DEEP ADJ. P LAM. SHELVING. 1/4" 7/16" 7/16" /_3/4 + • 10 \ • - 4'-O" METAL STUD 4 -0 O.C. -TYP. TO STRUCTURE AS REQUIRED TO REMAIN IN THAT CONDITION. 2. DESIGN CRITERIA: INTERIOR HORIZONTAL DESIGN LOAD PER BUILDING PSF WITH ALLOWABLE DEFLECTION OF L/360. Fy=33 KSI (20 & STUDS). RUNNER TRACK GAUGE TO MATCH STUD GAUGE U.N.O. DEFLECTION TRACK TO BE 18 GAUGE 3• LATERAL BRACING IS NOT REQUIRED WHEN GYPSUM WALLBOARD IS FULL HEIGHT ON BON SIDES OF PARTITION, BUT LATERAL BRACING REQUIRED AT 1' -0" BELOW DEFLECTION TRACK IF SLIP CLIPS AT TRACK ARE NOT PROVIDED. 4. PARTITIONS EXTENDING THROUGH CEILING TO BE PROVIDED WITH AT CEILING LINE OR G.W.B. TO BE CONTINUOUS ON BOTH SIDES TO TRACK. CLEAR SEALANT (TYP.) ® GLAZING. • ;' • ,.•: ::N ;. 5/8" GWB (TYP) 1"x2" ALUMINUM CHANNEL 10 WINDOW HEAD CORNERBEAD (TYP.) 5/8" GWB (TYP) ALIGN H.M. FRAME DOOR AS SCHEDULED \ �, ` 1 5/8" 3 5/8 INTERIOR STUD WALL: 2 5/8" 3 5/8 INTERIOR STUD FURRING: - r 11 RECEPTACLE ® 60" A.F.F. -SEE ELECTRICAL PLANS \ 5/8" GYP. BD. BOIL SIDES OVER 5/8" GYP. BD. OVER METAL STUDS ® „ „ 6" METAL STUDS ®2 -0 O.C. GWB 2 -0 O.C. GWB AND FRAMING TO 6 6" AND FRAMING TO 6 . MIN. ABOVE MIN. ABOVE FINISHED CEILING. FINISHED CEILING. -HOLD TIGHT TO EITHER SIDE OF PARTITION NOTES: COLUMNS 3' VERT. SHELF a SUPPORT, TYP. ° r J 5 3/4" 1. INSTALL MOISTURE- RESISTANT GYP. NEW BD. AT ALL POTENTIALLY WET LOCATIONS DRYWALL 2. REFERENCE CLEAR SPAN TABLE 11/A6.1. PARTITION 3. REFERENCE A6.1 FOR PARTITION BRACING DETAILS. 4. REFERENCE A6.1 FOR DEFLECTION TRACK DETAILS. 8 1/8" \ \ \ TELEPHONE /SERVER BOARD DETAIL 10 DOOR HEAD DETAIL 08 PARTITION SCHEDULE 07 FRAMING NOTES 06 „ „ N 1x1 ALUMINUM (n CHANNEL W/ 1/4" SETTING BLOCK ® z BOTTOM WINDOW o SILL o REF.: SOURCE: N.T.S. REF.: SOURCE: 3" = 1 -0 REF.: SOURCE: N.T.S. REF.: SOURCE: N.T.S. • a;;;— • ' :,. •20 , • ` 3' -0" DOOR NOTES TO ADA LEVER UNITS NOT ALL RE ;�v D O�LA 1 3 2010 CENTE PAINTED H.M. 08 , FRAME 04 1. INTERIOR DOOR AND FRAME TO BE PAINTED 1/2" CLEAR TEMPERED I- 5/8" GYP. BD. 7/16" J DOUBLE STUD AT DOOR JAMB, • 2. 1/4" CLEAR 2. MATCH ADJACENT WALL COLOR, SEMI -GLOSS FINISH. GLAZING TEMP. PL. // 0 \ co \ 2. REPLACE ALL DOOR HARDWARE THAT IS NOT COMPLIANT WITH NEW HARDWARE TO MATCH EXISTING FUNCTION. HARDWARE SHALL BE MOUNTED 30" TO 44" AF .F.0 AS SCHEDULED. 3. A MAXIMUM OF 1 /2" OFFSET AT ALL THRESHOLDS AND AT ANY CHANGE OF FLOORING N MATERIAL. OFFSETS GREATER THAN 1 4" REQUIRE MAXIMUM / 03 - o GLASS ALIGN �/ STAINED �` WOOD DOOR 04 TYP. SIZE OF STUD TO MATCH PARTITION WIDTH 3 ANCHORS PER JAMB SIM. CLEAR SEALANT (TYP.) CO GLAZING. • 2. FIN FLOOR C/ \ \ \ \ \ •`• 3 -5/8" METAL STUDS 20 GA. CORNERBEAD (TYP.) r' . . ' .,,_ � •-' r; • 4- 1J�CORNER 4'-0" 6" BOX HEADER GA. ,. : , ,• .. "" ' ' �' .� r 1 u z 'to \ FIRE TREATED WOOD BLOCKING (TYP.) METAL STUDS AS PER A2. = -- � N .��� , • . 1 � 5/8" GWB (TYP) H.M. FRAME DOOR AS SCHEDULED 5/8" GYP. BD. \ W -1 BEVELED SLOPE OF 1 UNIT VERTICAL TO 2 S - r 11 HORIZONTAL, EXCEPT THAT LEVEL CHANGES EXCEEDING 1/4" MAY BE VERTICAL. HARDWARE SET #01: (SERVER RM) „ • ' • :, STEEL RUNNER (TYP.) • I (3) 'STANLEY' BUTT HINGES #FBB179 4 1/2X4 1/2, FINISH: US26D 4. PROVIDE DOOR UNDERCUTS (1 -1/2) FOR (1) 'BEST' PASSAGE LOCK LEVER SET 73KC- ON15DS3 FINISH 626 TOILET RMS, JANITOR O CLOSETS AND HIRER # SPACES THAT DO NOT HAVE RETURN AIR (2) 'ROCKWOOD' KICK PLATE #K1050 8X2 LDW CSK, FINISH: US32D REGISTERS. (1) ROCKWOOD WALL BUMPER #409, FINISH: 409 CITY (3) 'ROCKWOOD' DOOR SILENCER #608, FINISH: GREY ® INDICATES EXISTING DOOR TO REMAII�PR !PERMIT BEAD HEADER. JAMB J AND PARTITION SCHEDULE 5 3 4" 8„ 8 1 / HEAD /SILL WRAPPED OPENING DETAIL f 05 WINDOW DETAIL 04 DOOR JAMB DETAIL 03 DOOR & WINDOW SCHEDULE 1 01 REF.: SOURCE: 3" = 1' -0" REF.: SOURCE: 3" = 1' -0" REF.: SOURCE: 3" =11-0" REF.: SOURCE: 3" =11-0" . cNi 2.c° $ 0 w E ca 0 L0 cu or�� U�ncAU DISTRIBUTION: DATE: PERMIT / BID 03/26/10 ARCH. PROJECT # 8090.00 DRAWN: CHECKED: JMK JMD 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: DEMO PLAN, FLOOR PLAN & DETAILS A2.1 UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE 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 SLOT END OF TUBE TO FIT OVER CEILING RUNNER MAIN RUNNER NO. 12 GA. VERTICAL WIRE HANGER, TURN CEILING GRID LEVEL PRIOR TO SETTING TUBE VERTICAL COMPRESSION STRUT "EMT" SLEEVE SPLAYED BRACING WIRES 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" CEILING GRID DETAIL qa. REF.: SOURCE: 20 N.T.S. 12 GA. VERTICAL SUSPENSION WIRE ® 4' -0" O.C. EA. WAY ATTACHED TO MAIN RUNNERS W/ MIN. 3 TIGHT TURNS 12 GA. WIRE AT DIAGONAL CORNERS (SLACK -NO TENSION) TO STRUCTURE (4) LATERAL F BRACING WIRES © 12" O.C. EA. WAY ATTACHED TO MAIN RUNNER W/ MIN. 4 TIGHT TURNS ORCE CEILING GRID MAIN RUNNER CROSS RUNNER RECESSED OR LAY -IN LIGHT FIXTURE CEILING GRID DETAIL 15 REF.: SOURCE: N.T.S. EXIST. TEE OR ELL REMOVE EXIST. UPRIGHT SPRINKLER AND INSTALL A NIPPLE (IF REQUIRED). EXISTING BRANCH PIPE REMOVE EXIST. SPRINKLER PIPING AND FITTINGS I I �\ �1 it I I I I I I I I fl< DROP NIPPLE COUPLING SUSPENDED CEILING SPRINKLER HEAD 3' -0" J EXIST ELEC PANEL --� v �n _JQL AEI _-.'i ■� il' ■Awj INWANI:,„_/A7 /Lir ► MIN emu•, iy aat 11.1 simo i ==111M , CRKT Imo' I / 4.40 III `4' -0 /2 ". " I�; , +28" 1�?` I `-' 'I !i' +28 OF 040 1�1 28 +2: 1 ME AVAIL CRKT ' AMP, U.N.O. CONTRACTOR TO PROVIDE GYP BD & RELOCATE BRACING AS REQ'D BY CEILING GRID INSTALL REFLECTED CEILING & LIGHTING PLAN 13 REF.: SOURCE: 1/8" = 1' -0" fi SEE ELECTRICAL NOTE 110. VERIFY MOUNTING HEIGHT WITH GOLFIEC PM. POWER PLAN REVIEWED F ODF COMPLI .i °DROVED 12 2010 City of TUkda 1.:'LOING NINON 11 REF.: REFLECTED CEILING LEGEND ELECTRICAL POWER LEGEND GENERAL ELECTRICAL NOTES: SOURCE: SPRINKLER NOTES: 1 /8" = 1' -0" SPRINKLER HEAD RELOCATION DETAIL 10 REF.: SOURCE: N.T.S. 1/2" MIN. AT OPP. WALLS 8" MAX. ASTM 641 -12 HANGER WIRE AT 48" O.C. WITH 3 TIGHT TURNS MIN. AT ENDS FACE OF WALL SUSP. CLG. SYSTEM POP RIVET TO 2 ADJ. WALLS -FREE OPPOSITE ENDS 2" WALL ANGLE SECURE; 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: 05 N.T.S 2' X 4' ACOUSTIC CEILING TILE AND GRID: ARMSTRONG, ARMATUFF, 24" X 48" X 34". 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 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) 0 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 0 4 WAY CEILING DIFFUSER, 24" X 24" RETURN REGISTER, 24" X 24" Q JUNCTION BOX HOMERUN NEW OR • RELOCATED SPRINKLER HEAD 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. 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 DUPLEX OUTLET, WALL MOUNTED AT 18" A.F.F. TO CENTER OF C OUTLET (U.N.O.) OUTLETS TO BE MOUNTED AT A MIN. OF 15" TO CENTER FROM FLOOR. OUTLET AND WALL PLATE TO MEET BUILDING STANDARDS. .e PROVIDE 3/4" CONDUIT TO 2 "x4" BOX IN WALL AT SPECIFIED HEIGHT. CAMERAS AND CABLING TO BE PROVIDED BY GOLFTEC. CONTRACTOR SHALL RUN CONDUIT AS STRAIGHT AS POSSIBLE IN WALL TO ABOVE CEILING. PROVIDE MUD RING AND PULL STRING. 14 TELEPHONE /FAX OUTLET, WALL MOUNTED AT 18" A.F.F. TO CENTER OF OUTLET (U.N.O.). CONTRACTOR TO PROVIDE MUD RING AND PULL STRING ONLY. b DATA OUTLET, WALL MOUNTED AT 18" A.F.F. TO CENTER OF OUTLET (U.N.O.). PROVIDE MUD RING AND PULL STRING. WALL SWITCH, OUTLET AND WALL PLATE TO MEET BUILDING STANDARDS. SWITCHES SHALL BE A MAXIMUM OF 48" AND A MINIMUM OF 36" TO CENTER FROM FLOOR. $0S ULTRASONIC WALL SWITCH OCCUPANCY SENSOR MANUF: WATT STOPPER, OR EQUAL MODEL: UW -100 (IN SERVER ROOM) r__' HOMERUN EMERGENCY /EXIT COMBO MANUF: LITHONIA MODEL: ECR Z LED EXIT MANUF: LITHONIA MODEL: EXR BACK MOUNTED, 2 HEAD EMERGENCY LIGHT MANUF: LITHONIA MODEL: EV2 HGT 10' -0" AFF MAX SPACE: 33' -0" DUAL REMOTE HEAD JO JUNCTION BOX SEISMIC CEILING NOTES 1. CEILING INSTALLATION SHALL COMPLY WITH REQUIREMENTS FOR SEISMIC DESIGN CATEGORY 'D' 2. INSTALL CEILING PANELS AND SUSPENSION SYSTEM, INCLUDING NECESSARY HANGERS, GRILLAGE, SPLINES, AND OTHER SUPPORTING HARDWARE, IN ACCORDANCE WITH ASTM C636, 2006 IBC, CISCA CEILING SYSTEMS HANDBOOK, (UL DESIGN) AND ANY APPLICABLE CODE REQUIREMENT. 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 ENTIRE 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. 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. 1. SPRINKLER SYSTEM TO BE INSTALLED IN ACCORDANCE IMTFI 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. MECHANICAL NOTES: 1. 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 LOCATIONS 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. 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. DISTRIBUTION: DATE: PERMIT / BID 03/26/10 201 0 PERMIT CENTER ARCH. PROJECT# 8090.00 DRAWN: CHECKED: JMK JMD 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 111LE: POWER PLAN, REFLECTED CEILING PLAN & DETAILS A2.2 P10 REVIEWEDD F5 CODE COMPLIANCE APPROV MAY 12 2010 �oiT�i►w� Ci BUILDING DIViSin" FLOOR FINISH LEGEND & NOTES WALL FINISH LEGEND & NOTES GENERAL FINISH NOTES MARK AREA /DESCRIPTION CARPET: STOREFLOORS, OXFORD BROWN CARPET: HEATHER POINT #601, FORREST GREEN ASTRO —TURF: SPORTS COLLECTION, BERMUDA IVY WITH ACTION BACK vB -1 ) ROPPE, 700 SERIES STANDARD TOE, BLACK #100, 4" HIGH FLOOR FINISH NOTES 1. CARPET FOR GENERAL AREAS (HALLS & RECEPTION) & PUTTING GREEN TO BE ORDERED BY GOLFTEC, INSTALLED BY CONTRACTOR. 2. ASTRO —TURF FOR TRAINING BAYS TO BE ORDERED BY GOLFTEC, INSTALLED BY CONTRACTOR. 3. PROVIDE FLOOR TRANSITION STRIPS AS INDICATED OR AS RQUIRED FOR A COMPLETE JOB. COLOR TO MATCH WALL BASE, OR ADJACENT FLCIOR FINISH 4. TRANSITION STRIPS & THRESHOLDS TO COMPLY WITH ADA AND ALL APPLICABLE LOCAL REGULATIONS. SEE FLOOR FINISH PLAN FOR LOCATIONS AND TYPE OF TRANSITION STRIPS. 5. ALL CHANGES IN FLOOR FINISHES TO OCCUR ® CENTER OF THRESHOLD OR CENTER OF DOOR UNLESS NOTED OTHERWISE. r MARK P -1 P -2 P -3 AREA /DESCRIPTION SHERWIN WILLIAMS #SW7007, CEILING BRIGHT WHITE SHERWIN WILLIAMS #SW6121, WHOLE WHEAT SHERWIN WILLIAMS #SW6360, FOLKSY GOLD PAINT FINISH NOTES . USE SEMI —GLOSS FINISH FOR ALL DOORS, DOOR AND WINDOW TRIM & MOULDINGS. . USE EGGSHELL FINISH FOR ALL WALLS. 3. USE FLAT FINISH FOR ALL CEILINGS. 4. SEAL ANY EXPOSED CMU OR MASONRY PRIOR TO PAINTING. 5. ALL WALLS WITH FINISHED CEILING GRIDS TO BE PAINTED TO 6" ABOVE CEILING HEIGHT. UNLESS NOTED OTHERWISE. 6. ALL WALLS AND CASEWORK OUTLINES /TOE KICK RECEIVE BASE AS PER ADJACENT FLOOR FINISH. REFERENCE SPECIFICATIONS, DIVISION 9 FOR ADDITION PAINT REQUIREMENTS. . NO PAINT SUBSTITUTIONS WILL BE ALLOWED WITH OUT APPROVAL BY GOLFTEC PROJECT MANAGERS. CONTRACTOR TO PROVIDE PAINT SPECIFIED ON THIS DRAWING UNLESS OTHERWISE APPROVED. HITTING NET NOTES CONTRACTOR TO PROVIDE FINAL INSTALLATION OF HITTING NET PROVIDED BY GOLFTEC 1. ALL FINISH MATERIALS SHALL BEAR THE RATINGS FOR BUISINESS USE GROUP AS DESIGNATED IN CHAPTER 8 OF THE INTERNATIONAL BUILDING CODE. 2. ALL MATERIALS USED FOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. VCT / CARPET VINYL TRANSITION STRIP CARPET VCT CARPET / CONCRETE CARPET IIIIIIIIIII11111111 VINYL TRANSITION STRIP CONCRETE FLOOR NOTE: VERIFY ALL TRANSITION SELECTIONS W/ GOLFTEC PROJECT MANAGER PRIOR TO ORDERING. FLOOR TRANSITION DETAILS 03 REF.: SOURCE: N.T.S. 0 0 0 J 111 V/ ///%%%%%/1 '! % / / / /// o op 0 1V-0 "± ®❑® P -3 J NOTE; 1. VINYL BASE TO BE INSTALLED THROUGH OUT, U.N.O 2. ALL WALLS TO BE P -2, U.N.O 3. VERIFY EXTENT OF P -3 BEHIND THE RECEPTION DESK WITH GOLFTEC PM. PROJECT NORTH 0 cmriaea APB 13 2010 PERMIT CENTER FLOOR AND WALL FINISH PLAN REF.: SOURCE: 01 1 /8" =11 -0" 0 Q > 00 00 W J co O � CO Y m CD CD d i-- DISTRIBUTION: DATE: PERMIT/BID 03/26/10 ARCH. PROJECT # 8090.00 DRAWN: CHECKED: JMK JMD 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 1111E: FINISH PLAN & NOTES A2.3 M o8 in :/2 �.� _ Z E L U w � 2 E _- •., CO w� CD LI. U aco b/9 CO N U Lo <� O. � °m l�J U 1- 0 ce 0 W w 0 Ef. � J Q W DISTRIBUTION: DATE: PERMIT/BID 03/26/10 201 u PERMIT CENTER ARCH. PROJECT # 8090.00 DRAWN: CHECKED: JMK JMD ICONTRACTOR(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: MISC. FRAMING DETAILS A6.1 PROVIDE 1" MIN. VERTICAL GAP BETWEEN TOP OF STUD & TRACK. ATTACH TRACK TO STRUCTURE W/ ATTACH A T SCREWS DEFLECTION STRUCTURE TTAL; OF (4) SCREWS PERCONNECTION TYPE TYPE "A" SCREWS DEEP LEG DEFLECTION TRACK (3" MIN.) SLIP TRACK 0 0000 ,I METAL STUD \::::ii:i'OF "x "x METAL STUD 12 GA. PLATE W/ #8 X 1 " WAFER HEAD SCREW PLACED 1/2 FROM PLATE EDGE FR.TR. PLYWOOD BLOCKING OR METAL STUD BLOCKING AS RSTUDS ASSEMBLIES ® 1 1 2 1 1 2 16 GA. CLIP ANGLE, FASTENED TO / / STUD & U CHANNEL WITH (2) #10 -16 SCREWS PER CONN. TYP. ANGLE. LENGTH SHALL NOT BE MORE , THAN 1 /2" LESS THAN STUD DEPTH 1 1/2 "x 16 GA. COLD ROLLED CHANNEL TO BE PLACED WITHIN 12" ,OF SLIP TRACK / NOTE: 0 0 pOp MAXIMUM ALLOWABLE CLEAR SPAN HEIGHT IN FEET _ , FOR NON LOAD BEARING INTERIOR PARTITIONS. 0 0 DESIGN CRITERIA: INTERIOR HORIZONTAL DESIGN LOAD PER BUILDING CODE: 5 ,�` VERTICAL SLIDE CLIP y 0 0 p 0 0 10°11 1 10 SCREW PER STUD (1) # FLANGE, EA. SIDE, THROUGH CENTER OF SLOT, TYP. 1-or PSF WITH ALLOWABLE DEFLECTION OF L 360. Fy=33 KSI (20 & 18 GAUGE / . RUNNER TRACK GAUGE TO MATCH STUD GAUGE. TOP DEFLECTION TRACK TO BE 18 GAUGE ® SEE DEFLECTION TRACK DETAILS FOR CONFIGURATION METAL STUD METAL STUD OF DEEP LEG AND DIRE RATED DEFLECTION TRACKS ► -� STUD SIZE & SPACING STUD GAUGE FLANGE WIDTH TYPICAL PARTITION ATTACHMENT TO ROOF DETAIL 1-1/4" 1 -3/8" 1 -5/8" 2" „ „ „ "SLIP ALTERNATE "SLIP CLIP DEFLECTION TRACK DETAIL ALTERNATE TRACK" DEFLECTION TRACK DETAIL TYPICAL BLOCKING DETAIL FOR MOUNTING OF ACCESSORIES, ETC. 8" @ 16" O.C. 16 - 32' -3" 33' -6" 35' -1" WHERE BRIDGING TERMINATES AT BUILT -UP JAMB OR POST, EXTEND CHANNEL INTO PUNCH -OUT. USE 1 1/2 "x 1 1/w 1/2 "x 16 GA. CLIP 1 1/4" LESS THAN STUD WIDTH. 8" ® 16" O.C. 18 - 30' -0" 31' -2" 32' -8" ANGLE METAL STUD 8" ®16" O.C. 20 - 27' -7" 28' -8" 29'-9" LjI �"I ATTACH USING (4) #10 -16 SCREWS STUDS W/ TRACK TOP 6" ®16" O.C. 18 - 23' -7" 24' -10" 25' -11" 1 1/2" COLD ROLLED CHANNEL "C" RUNNER SOLID BRIDGING ®EA. END • (3) & BOTTOM. ALL UNPUNCHED & CONTINUOUS OF WALL, ADJACENT TO WALL OPNG'S. & 1 1 /2 "x 1 1 /2 "x 16 GA. CLIP ANGLE, FASTENED TO STUD & U CHANNEL WITH (2) #10 -16 SCREWS PER 8' -0" OC MAX. TYP. EA. BRIDGING LINE CONN. TYP. ANGLE' LENGTH SHALL NOT BE MORE �� METAL STUD S 6" 16" 6 ®16 O.C. 20 21'-6" 21 -6 21'-9" 21 -9 21'-11" 23 -8 " �10I I CUT FLANGE AND BEND WEB TO FROM A OVERLAP. s ) TYPE "B" SCREWS 6" ®16" O.C. 22 20' -1" - - - 11 • /HORIZ. 1 1 2 x 16 GAn METAL / THAN 1 /2" LESS THAN STUD DEPTH STRAP ®4 -0 OC FOR LOAD TYP. HORIZONTAL BRIDGING SPLICE USE: 1 12 () BEARING WALLS FASTEN EACH SIDE AS 3 -5/8" ®16" O.C. 16 - 17' -1" 17' -11" 18' -11" _, -3 REQUIRED - 5/8" ®16" O.C. 18 _ 15' -11" 16' -8" 17' -8" LONG CRC INVERTED OVER CENTER OF SPLICE W/ (3) #10 -16 SCREWS ON EACH SIDE OF SPLICE / (2) STUDS W/ TRACK TOP & BOTTOM. ALL UNPUNCHED CONTINUOUS METAL STUD ATTACHMENT SCHEDULE 3 -5/8" ®16" O.C. 20 - - 14' 8" 15' -5" 16' -1" 1. ALL 6" TO 6" METAL STUDS USE (5) " " TYPE „B SCREWS. 2. ALL 6" TO 3 5/8" METAL STUDS USE (4) TYPE "B" SCREWS. 3. ALL 3 5/8" TO 3 5/8" METAL STUDS USE (4) TYPE "B" SCREWS. 4. SEE SCHEDULE FOR SCREW SIZES. 8" ® 24" O.C. 16 - 28' -2" 29' -3" 30' -8" " " METAL STUD � TYPE B SCREWS ® " " �� PLACE TYPE B SCREWS ® 6" OC 8" ®24 O.C. 24" 18 - 26'-3" ,— „ 27 3 „ 28 -6 �� v 16" O.C. METAL STUD 8" ® 24" O.C. 20 - 24' -2" 25' -1" 26' -0" TYPICAL STUD HORIZONTAL BRIDGING DETAIL ALTERNATE STUD HORIZONTAL BRIDGING DETAIL TYPICAL BOXED HEADER DETAIL TYPICAL BOXED BEAM DETAIL 6" ® 24" O.C. 18 - 20' -7" 21' -9" 22' -7" ATTACH WALL STUD �� �� B SCREW METAL CONT. & BOTT. "C" SPLICE ft METAL : 6" ® 24" O.C. 20 17'-9" 19' -0" 20' -0" - 6" © 24" O.C. 22 16' -4" - - - RUNNER TO W/ (1) TYPE EA. SIDE, Tr. - • METAL STUD --- 16" �, SECTION,_ METAL STUD " " r C RUNNER vI _ Es.. 0R METAL SCREW SCHEDULE 3 -5 8 ® 24 O.C. / „ 24" 16 - �� 14'-9" „ 15'-8" - METAL STUD .- METAL STUD / / (w!-)N- IOMP . -+ANcE SCREW TYPE "A" = 12 -24x1 1/4" HWH TEK S/5 SCREW TYPE "B" = 10 -16x3 " " " /4" HWH TEK S/1 SCREW TYPE C = 12-14x3/4" HWH TEK S/1 3 -5/8" ®24" O.C. 18 - 13' -10" 14' -7" L3/4 STUD "C" RUNNER TOP OF WALL (WEB CONT. RUNNER "C" - EQ. EQ. .0 3 -5/8" ®24" O.C. 20 11' -10" 12' -9" 13' -6" - , I �:.i 1 2 `jib (I • • • 3 -5/8" ®24" O.C. 22 11' -0" - - - NOTE; HORIZONTAL BRIDGING IS NOT REQUIRED WHEN GYPSUM WALLBOARD IS BRIDG NGDIS STILL REQUIRED AT 1' S0” IDS BEOLOW DEF EOCTIONUTRACK IOF SLIP CLIPS AT DEFLECTION TRACK ARE NOT PROVIDED. cAlyotTultwila "C" RUNNER (3) HILTI DNI 32 P8 ` UILI�DWISI ®N ALL SCREWS BY BUILDING FASTENERS INC. OR EQUAL. 1 1/4" ■ „ „ „ r 3/4 TYPE B SCREWS ®6 OC PINS (P.A.F.) "�°""'�`` TYPICAL STUD /TRACK ATTACHMENT, ALTERNATE STUD /TRACK ATTACHMENT, TYPICAL TRACK SPLICE DETAIL TYPICAL TRACK TO CONCRETE ATTACHMENT — PLAN VIEW FRAMING DETAILS 12 INT. PARTITION CLEAR SPAN HEIGHTS 11 EXCEPT AT DEFLECTION TRACK LOCATIONS ' EXCEPT AT DEFLECTION TRACK LOCATIONS REF.: SOURCE: 3/4" = 1' -0" REF.: SOURCE: N.T.S. PULL SIDE PUSH SIDE y: \_ MET. ROOF DECK STEEL JOISTS r 7 * WHERE BOTH 18" I I z I ° CLOSER AND LATCH ARE PROVIDED 12" MIN.* r — — ; H — --1 I I = I S S 1 CEI I: :I � . '. : :I .•.• I• ■I 3 5/8 "x 18 GA. MET. STUD LATERAL A 13.0. MET. DECK 1 1 I 1 (a) FRONT APPROACH (b) FRONT APPROACH i 54" MIN. T.O. GYP BD. & - PULL SIDE PULL SIDE - PUSH SIDE \ cr, BRACING ®4' -0" O.C. EA. SIDE OF PARTITION, STAGGERED. ATTACH TO ROOF STRUCTURE W/ 12 GA. MET. • � o o o _ N Ix Ls- 1- w z ul w ce MET. STUDS WHERE PARTITION IS PARALLEL TO DECK FLUTES PROVIDE 20 x 20" 4" 4 x 12 GA. STL. PL. 24" O.C. (2 PL.'S BETW. JOIST) 2 TEKS SCREWS EA. FLUTE • • ..� • • .,: -CONT. J TYP. _ -BEAD • TOEMET. D-MACK, K ONLY SCREW SLIP CLIPS ®EACH CUP ANGLE 5/8 GYP. " " BRACING o r 1 z m o z PUSH SIDE ,. -; (2) MET. STUD, SCREW TO DEEP LEG TRACK ONLY PARTITION AS SCHED., DO NOT FASTEN TO BD. TO 1 -o ABOVE CEILING ON MET. STUDS, SIZED PER PARTITION TYPES Se MET. FRAMING SCHEDULE ALTERNATE PARTITION N m DETAIL _ * 48" WHERE z BOTH CLOSER �- i 36" MIN. co .. AND LATCH = ARE PROVIDED \ 1 (d) 42" I 1 DEFLECTION TRACK SYSTEM (c) HINGE APPROACH - (e) HINGE APPROACH ' v DEEP LEG TRACK PULL SIDE ALT. (d) SEE * * 54" MIN. z WHERE CLOSER IS PROVIDED �' TABLE PUSH SIDE PULL SIDE PUSH SIDE '- �' ' o U N z fx ('- w L- fx Y.=. MET. ROOF DECK STEEL JOISTS —// \ 07 1 \\ • A5' \ \ \ n n I NOT USED 08 DEFLECTION TRACK DETAIL 07 •• \\ 1 I a 24" 24" z I I * 48" MIN. CLOSER IS PROVIDED REF.: SOURCE: SCALE REF.: SOURCE: N.T.S (1) LAYER 5/8" GYP. BD. EA. SIDE ON METAL STUDS @ 16" O.C. 3 5/8 "x 18 GA. METAL STUD `� LATERAL BRACING 0 4' -0" O.C. EA. \ SIDE STAGGERED. ATTACH TO ROOF \ STRUCTURE W/ 12 GA. MET. CLIP ANGLE ALTERNATE FULL HEIGHT PARTITION W/ z a MIN. MIN. _ _ _1 _ • (f) LATCH APPROACH - • LATCH A' ' ROACH i , - PULL SIDE - PUSH SIDE DEFLECTION TRACK AT TOP PER INTERIOR MET. FRAMING SCHEDULE �- I f' !_ m \ 0 3 v < N cn m E . a w m tx ° z w „ y2 TYPE OF USE MINIMUM CLEARANCES — APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOOR (1) BEYOND LATCH PARALLEL TO DOOR �� CONT. TOP TRACK AT BRACED z Q m 3 z PARTITION SUSPENDED ACT. CEILING, REF. (a) FRONT PULL 60 INCHES 18 INCHES , .. ;.. ( ` (b) FRONT PUSH 48 INCHES 0 INCHES (2) FINISH SCHEDULE LATERAL BRIDGING ®48" O.C. MAX. (c) HINGE (d) HINGE PULL 60 INCHES 54 INCHES 36 INCHES 42 INCHES (e) HINGE PUSH 42 INCHES (3) O 54 INCHES (NOTE; NOT REQUIRED WHEN GYP: BD. IS INSTALLED FULL HEIGHT ON BOTH SIDES OF PARTITION) 5/8" GYP. BD. ON METAL STUDS, SIZED PER -` PARTITION TYPES & INTERIOR MET. FRAMING SCHEDULE TO 6" ABOVE CEILING OR FULL HEIGHT AS INDICATED T.O. CONC. �- n a v)°-.< o a CONC. SLAB ,--Ay (f) LATCH PULL 48 INCHES (4) 24 INCHES ;; • ; .t ,'. :,' Ar' :+ �. �' '' '�' CONTROL JOINT W SEALANT ® / SPACE CONTROL JOINTS 30' O.C. MAX. (g) LATCH PUSH 42 INCHES (4) 24 INCHES (1) MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY. (2) ADD 12 INCHES IF CLOSER AND LATCH PROVIDED. (3) ADD 6 INCHES IF CLOSER AND LATCH PROVIDED. (4) ADD 6 INCHES IF CLOSER PROVIDED. GENERAL NOTES: -0" INTERIOR PARTITION 1. MANEUVERING CLEARANCES AT SWINGING DOORS IN ACCORDANCE WITH ICC /ANSI A117.1 AND ADAAG. 'EL. 0'-0" DOOR CLEARANCE REQUIREMENTS 05 NOT USED 04 NOT USED 03 GWB CONTROL JOINT DETAIL 02 PARTITION BRACING DETAIL 01 REF.: SOURCE: N.T.S. REF.: SOURCE: . SCALE REF.: SOURCE: SCALE REF.: SOURCE: N.T.S. - REF.: SOURCE: N.T.S. M o8 in :/2 �.� _ Z E L U w � 2 E _- •., CO w� CD LI. U aco b/9 CO N U Lo <� O. � °m l�J U 1- 0 ce 0 W w 0 Ef. � J Q W DISTRIBUTION: DATE: PERMIT/BID 03/26/10 201 u PERMIT CENTER ARCH. PROJECT # 8090.00 DRAWN: CHECKED: JMK JMD ICONTRACTOR(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: MISC. FRAMING DETAILS A6.1